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333, 337, 341, 345, 349, 353 Misty Grove Ln 17-2288; NEW SFH TOWNEHOME UNITCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i, Za a JUL i Application No: B Documented Construction Value: S A 7- 17- 05H . °O Job Address: 333 kts1!1 C1#a,,-_ L.4 -.R Historic District: Yes No Parcel ID: 2 7-19-30-'dab-0000-;,11 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORN BROOK PHASE S LOT NUMBER: -"1 I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: atl-RO,tt '- 11 M'- It • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT W YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i0 Edition (2014) Florida Building Code Revised: June 30, 2015 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. 4; /1/1 /*. L = 7/4? Si ature of Owner/Agent I)• e TAYLOR MORRISON F F A INC Print Owner/Agent's Name i Signature of Notary -State ffl'6AC Date 2pg1tl0 auetc M\A\SS\a`\421,20\9 Owner/Agent is 4009fly Known to Me or Produced ID NSA'"hVy' pe of ID X 7h))qSnatureofConUaclor/Agent a JOHN ASA WRIGHT Print Contractor/Agent's Signature of Notary -State of Florida I t ' 209 stop Bu RonNsttvk to B41tu X4rE Contractor/Agent is. YE9 Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building l Electrical[? Mechanical© Plumbing© Gas[] Roof Construction Type: \/$ Occupancy Use: R3 Flood Zone: x Cc k : t Oct K* Total Sq Ft of Bldg: 2C.21 Min. Occupancy Load: 1 q # of Stories: 2- New Construction: Electric - # of Amps I5o Plumbing - # of Fixtures 14 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: "ZONING: 1 V UTILITIES: - WASTEWATER: ENGINEERING: k9t Qh=1-7bi l FIRE: l COMMENTS: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: aF tI-a-rt Revised June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-506-0000-2710 http://parceidetail.scpaf.org/ParcelDetaiIlnfo.aspx?PI D=2719305060... Property Record Card eP== Parcel: 27-19-30-506-0000-27101- 6Owner. TAYLOR MORRISON OF FL INC acr+o 000rsnv Property Address: 333 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 27-19-30-506-0000-2710 Owner TAYLOR MORRISON OF FL INC Property Address 333 MISTY GROVE LN SANFORD. FL 32771 Meiling 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market CosWMarket Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18.300 0 Lend Value Ag 0 Just/Market Value •' 11118,300 0 Portability Adj 0 9 2.33 22 22 22 22 22.3 Seve Our Homes Add_ so 0 1 Amendment 1 Adj $9.667 0 9 N N N N N N P&G Adj— $0 T$ 8.63344444 0— Assessed Value N cn 0) 95 Tax Amount without SOH: $0.00 to tD a CG tD 2016 Tax Bill Amount $0.00 Ln A d1 V1 A JI Tax Estimator 95 Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 95 Seminole County GIS Legal Description LOT271 THORNBROOKE PHASE 5 PS 81 PGS 68 & 69 Taxes - - - - - -- - - - - Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8.633 0 8,633 Schools 18.300 s0 18.300 City Sanford 8,633 0 8,633 SJWM(Saint Johns Water Management) 8,633 0 8.1333 County Bonds 8,633 0 8.633 Sales - - - - - - - - - - - - - - - - - Description Date Book Page Amount Oualfied Vadlmp No Sales Find Comparable Sales Land- - -- - - - - - - - - - -- - - - Method Frontage Depth Units Units Price Lend Value LOT 1 $18,300.00 $18.300 Building Information - - - - - Permits Permit p Description - - - Agency - Amount - CO Date - - Permit Date - - - I of 2 7/24/17, 2:50 PM PRIb City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 333 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2710 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O -ICIAL SON Y Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2288 Reviewed by: Michael Cash, CFM Date: August 7, 2017 0RIp,9 www."afordfl.gov Application for Right -of -Way Use for Driveway, Walkway & Landscape Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location oof l 1w the existing right-of-wayightt-of waay.annd use shall be provided or application could be delayed. VM/{.4/I ' reo..nutieelo Calleefaefooaly. 1. Project Location/Address: 333 kits El) --4x, — L&.., 2. Proposed Activity: Driveway Walkway Fj Other: 3. Schedule of Work: Start Date cC oompletion Date 0 Emergency Repairs 4. Brief Description of Work: ,MCIA WA1vMCNr a7I A This application is submitted by. Pfoperty Owner. p Signature: Z) Print Name: Awt— rlf/NC le- hmts Address:: - I l t 4'NE / Q ']easy Phone: 407- -614 0 Fax- O t h/12 [dWll I> 1a+(11i Date: _% 29- I.1 v Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of fight -of -way adjacent thereto. Requestor may, with written City authorization, remove said installatioMmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomiwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the per Ittee shah remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public rightofway. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-d-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a Hen on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its eouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: /: Date: 7, ? f1 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: r.•.' . n': ...... .... .......: h ...5....:.n n.:}..,-.. ..... :. .:: ...: n..... .,.... ,i. n.. r....: -J >Y.:: .:.:,1.:' !.)vi: i::v.:>n' ':h.":..::i...t.i SYYSY>.<:. •t •k:n. i.G.>.v Y.>.i:1 i.:. •.YFY".:. F.hw::>..•S•S.'.:: ••• .:.. >,Ylw': K. Y. Y•• iiiL':+Si .t> }l! h.. n.,.. i.. N .}...,:Sy)r.: \..}. .... h. }.:... _:•:.:,:. }:1.:'n'r'.:h:.>:).:.'.•:).%;.?J.r..{:.S'A:N}!:).A:h'':::}J.J •.>.>f.}: r?Appt%atlonNo.;•::;.:,... S.{....•. ..,,....:'Y•.•. it'.ee:a• •ie:r?>i Date.Y••YY:c>..a:.i.,.),n•..,,,,i:;.>•.nn.:>:• S.. iJY}: ..:.a:.: .•.`:a>:s,lisaY::.::a::.c:!sv ..a.%ti:v.;: ..«.:.i aY:,•.v>.•.:: xia>a. Y.:vxF •.•2 Re . lowed ............. ... .... . ,: :;>.< h..'......:::,::hJ..l.:.:,.>.::: :.::}.:}•:}>:.hnY.:<::. •:: Y.h..Y.. :.:::,:: :,:: .}:'n. )>n::: .: Cl.'!:: }. Y:: :1;. ::l:\ S..}i f.: ). h.'v :.Y.i. 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Slte.fnspbs ed.b ..:: ..•: .}rbw: :g.: ,,)7i>.r):>... ,;Si, ,•.,.} :Y•r ':•i' •:%;•ii.>,:n.:•:;:" Y: xr i y • _ ,;:Date:'}'':::.•: aa.:nas °. : i ai S itla .Penhtt.C• s r''^• `tli - AtISaeymmw) <v wROW Use Ddyaway.pdt R ,10 0Respns to Comments a/ Permit # 1 7-2 90 -- 17-22/ 3 Project Address: 333 — 3] 3 Contact: Daphne Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.SiS0 Fax: 407.688.SlS2 Email: building@sanfordfl.gov Ph: 407-257-6940 Fax: NOV u8 20W Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals 0 Building -2:F I1-L8 - 0 a-?(-LJ 3!RSXRFORD Building x Fire Prevention Division FIRE DEPARTMENT Ll PLAN REVIEW COMMENTS ass -rZ Application Number: 17-2288 thru 17-2293 Date: 10/16/2017 Project Description: 6-unit Townhouse Contact Name: Daphne Clark Job Address: 333 —353 Misty Grove Lane Contact Email: danhneclarkinc(actl.rr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to 1713C Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanford(l.gov. Provide two conies ofaffected plan sheets antUor supplemental information as requested. Permit submittals will not be accepted tvithmd two copies. COMMENTS: I. Two (2) copies of a Truss Placement Plan is required from the Truss Manufacturer for all Floor and roof trusses FBC 107 06S 2. Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the 16 foot wide garage doors on the Willow models FBC 107 3. Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the rear swinging doors at the rear patio for all Models FBC 107 cThe Energy Calculations for the Birch model list a conditioned Floor area of 1931 square feet. The plans show the same onditioned Floor area at 1921 square feet. Please revise and re -submit two (2) copies of the Birch model Energy Calculations showing the correct Wditione fl or aea. This effects 2 different Energy Calculations (Lot 273 & 274) FBC 107 5. Two (2) copies of Electric Load Calculations indicating the required service size are required to be submitted for all models. FBC 107 _ Any error or omission in this plan review shall not be construed to grant approval of ordinances of this jurisdiction. Office meetings with the plans eeandner u, discuss comments will require an appr Respectfully, Steve Fiorey, CBO Residential Plans Examiner mnnicioal REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Mis Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final ' 1000 Electric Final POU&fll WG PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SUBDIVISION:• 1 TM it r/ CITY OF SANFORD 7— a BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S `J6(J 4 (a 1:i)L tW Job Address: I Historic District: Yes No Parcel ID: t/ 10{r Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Nance S Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Nance NORTHWEST PLUMBING OF ORLANDO Phone: (7701941-5421 x 2082 Sheet: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arc hitect/EngInear Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE'I'O RECORD A NOTICE OF COMNIENCEMENT MAY RF.StlUl' IN YOUR PAYING "TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, C:ONSUI,T WITII YOUR LENDER OR AN A'1"I'ORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEM ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date orupplication and the code itt effect us of duct dale: S° Edition (2014) Florida Building Code Ra ised• June 30. 2015 Perot Applicatim 1410 , NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating constructf',on and co g. 1 y Si1putureof0miter/Agent Date signature ofCont tor/Agent Due Print (hvner/Agent's Namc Print Contractor Agent's a c ' `ppttta'.:Itf:ur;rf Signature of Notary -state of Florida Date gruwre of Notary-Stntc of Florida Date? EXPIRES GEORGTr1 JUNE a. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known toN Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of I -leads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revianl: Junc 30.2015 UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application I t FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00002288 Date 1/04/18 Application pin number . . . 437376 Revision number . . . . . . . 1 Property Address . . . . . . 333 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2710 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 272054 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 3SO MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2621.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 102299S Permit pin number 102299S Sub Contractor NORTHWEST PLUMBING Permit Fee . . . . 114.00 Issue Date . . . . 1/04/18 Valuation . . . . 5825 Expiration Date . . 7/03/18 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 819.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE SPRINKLER TESTING 75.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. @/.-sz FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00002288 Date 1/04/18 Revision number . . . . . . . 1 Property Address . . . . . . 333 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2710 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1022995 Permit pin number 1022995 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL _/_/_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S Ly200 `- Job Address: 1 ' L Historic District: Yes No 0 Parcel 1C) Residential Commercial Type of Work: L J/ New Addition Alteration Repair Demo e of Use Move Chang Description o Work: t lC l Plan ReNriew Contact Person: Title: Phone: Fag: Email: Property Owner Information Name lajAIuf C)r'6So61 Phone: Street: L, S+f , 2Ps Resident of property? City, State Zip: Y_\1\C,&1 R, `I 1 Contractor Information Name. a . r Phone: 7_l C-KXL ( I I ±2 Street: Fag: L-4Q%6— 8- S 1002 3 t, r r( z,?:) `7 11 City, State Zip: f State License No.: Name: Street: City, St, Zip: Bonding Company: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: Address: WARNING TO ONVINER: YOUR FAILURE TO RECORD A NOTICE OF COADIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, Hells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I urill notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requites payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. ONVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all «•ork will be done in compliance with all applicable laws regulating construction a oaI,ng. Signature of Owner/Agent Date Sipature fCo ctorx gent Date Print Owuer/Agent's Name Print Co or/Agent' lame V( 0 Signature of Notary -State of Florida Date S' nature of ' to of Florida Date k':'"''+ STEPHANIE RALLO Commission # FF 175017 Expires November 18 pf,..,.. • Oord.a iwro tmrr eoo.rota Owner/Agent is Personally Known to Me or Cot tractor%Agent is — FersonaTMown to Me or Produced LD Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Pltuiibing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Alin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMAZENTS: UTILITIES: ENGINEERING: FIRE: Plumbing - # of Futures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 3015 Permit Application r w. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION cy Application No: Documented Construction Value: S. 5752 Job Address: 333 Misty Grove Lane Historic District: Yes No Parcel [D: (Thornbrook Lot 271) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work and ventilation (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: permitting .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application amp NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at lice time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued~ OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary•Statc of Florida Date ing information is accurate and that all work will g 96tstructipn and zoning. 03/22/2018 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public . State of Florida Commission tP FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A e t s Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No It of Heads of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Parcel ID Number: '% ' 19-30- SaG-DODO- 211 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY CLERK. OF CIRCUIT COURT h COMPTROLLER OK 3960 P9 1463 QP9s) CLERK'S 4 2017075943 RECORDED 07/27/2017 10:01753 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT i1 / Legal Description : Thornbrooke Phase IlL according to the plat thereof, as recorded in Plat BookPagel t of the public records of Seminole County, Florida. Addresses : 135 H tS l tti r4er, (A ••..ems Sanford FL General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, Fl, 32751 6. Surety: N.A. 7. Lender: N.A. d. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : sll7 Signature of Owner's Agent Sworn to and subscribed before me this by John ,b Notary G PNZ MPK A Clark My commission lic expires: 6/ Serial No. FF209108 CEO 4`t' vo fflfin Asa Wright Taylor Morrison of Florida In OKonall own to mprume o OIAK pt t' ture: Notary seal: COUNTY OF SEMINOLE IMPACT FEE STATEMENT 11,aa Y'r STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000565 BUILDING PERMIT NUMBER: 17-10000565 UNIT ADDRESS: MISTY GROVE LN 333 DATE: August 17, 2017 $ d -7 Q 1Q- 27-19-30-506-0000-2710 ' j(' r TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 333 MISTY GROVE LANE THORNBROOKE PH 5 LOT 2710 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 000 dwl unit 00 FIRE N/ARESCUELIBRARY 00 CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD MMultifamily 2,450.00 1.000 dwl unit 2,450.00 P N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 83.00 RECEI BY: 4 n f tl'/ 4 SIGNATURE: PLEASE PRYNT NAME) DATE: I D 16 II7 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERF{ SEMINOLE COOUNTYARE IROADTHFIRE/_ RESCUEIS , LIBRARYNAND/OREEDUCATIO UNDER THE ISSUANCEOF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH9 REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'COP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD I JUL 2 6 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / J Documented Construction Value: S 1-15 2 Job Address: 337 M t' rvv e, L4A_ Historic District: Yes No Parcel ID: 2-1-19-30- 6-06-0000-;LVt - Residential IR Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE S 5 LOT NUMBER: -1Z y Plan Review Contact Person: Daphne Clark Title: O\ Phone: 407-257-6940 Fax: Email: daphne PermitsPermitsPerm it xrlm Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: MAITLAND FL 32751 NO Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/ Engineer Information Phone: Fag: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT W YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: t certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. o/4 Z 71?, 1,; 9 4Z:i-1= 1 -'4 = p S ature of Owncr/Agent Date S' ature of Contractor/Agent Da TAYLOR MORRISON I< ORIDA INC JOHN ASA WRIGHI Print O%%mer/Agent's Name Print Contractor/Ag 2J2J K' Signature of Notary-S ate of Florida Date Signature of of -State of Florida D Ic jtY PUp 0. A. CLAW MY CAMMISSION 0 FF 209109 r 4 •ram :4` i. "M—Y F M EXPIRES: June 27, 2019 y by'AIiQ 11 6I106 a, ' eonaearnrueuagetNomNs tv es t *[: xt i#?6S tItF e2 tiiot9 Owner/Agent is yPersonally Known to Me or Contractor/Agent isW""Me or Produced ID N/A 'type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical© Mechanical 2 Plumbing® Gas hoof Construction Type: *49 Occupancy Use: 1Z3 Flood Zone: Y,-64a` ATE to,K Total Sq Ft of Bldg: 233 % Min. Occupancy Load: \Z # of Stories: Z New Construction: Electric - # of Amps 1 SO Fire Sprinkler Permit: Yes No # of I -leads Plumbing - # of Fixtures 19 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES:A4111r,WASTEWATER: COMMENTS: ENGINEERING: VATCA-1-201-1 FIRE: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: Sr II-U-0 Revised: June 30, 2015 11cnnil Application SCPA Parcel View: 27-19-30-506-0000-2720 http://parceidetaii.scpaf .org/ParceiDetail lnfo.aspx?PI D=2719305060... I of 2 property Record Card IPQM% Parcel: 27-19-30-506-0000-2720 Owner. TAYLOR MORRISON OF FL INC sfir0Ola oourtrl4warlOh Properly Address: 337 MISTY GROVE LN SANFORD. FL 32771 cel Information Value Summary 2017 Working 2016 Certified Values Values Valuation Method i Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18,300 0 Land Value Ag 0 Just/Merket Value " 18.300 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 9.667 0 P&G Adj 0 0 Assessed Value 8.633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT272 - - -- --- - -- -- - -- - - - -- - - -- --- -- - - - - --- - - -- - - THORNBROOKE PHASE 5 PS 81 PGS 68 & 69 Taxes - - - --- --- - Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8,633 Schools 18.300 0 18,300 City Sanford - 8.633 s0 8.633 SJWM(Saint Johns Water Management) 8,633 0 8,633 County Bonds 8,633 0 8.633 s cription Date Book Page Amount Qualified Vadlmp No Sales Find Comparable Sales] Land Method Frontage Depth Units Units Price Land Value LOT 1 $18.300.00 $18,300 Building Information Permits Permit 0 Description Agency Amount CO Date Permit Date 7/24/ 17, 2:54 PM City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 337 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2720 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OF ICI USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#17-2289 Reviewed by: Michael Cash, CFM Date: August 7, 2017 0 a . 0 fl O Application for Right -of -Way Use for Driveway, Walkway & Landscape F 8 7 Dq Department of Planning & Development Services nfo 300 North Park Avenue, Sanford, Florida 32771i°n 9OV Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way annd use shall be provided or application could be delayed. lJwli K. f I zm..rn Aeloa. Calleeronyoua>a 1. Project Location/Address: J 3 1 I"W t rdV<, LI& P—le, r 2. Proposed Activity: 'OrDriveway Walkway Other: 3. Schedule of Work: Start Date C CCompletion Date Emergency Repairs 4. Brief Description of Work: '^!y`WAy 'M Noe & I AThis application is submitted by. Property Owner. /j'' V/// n^ / pQ! / Signature: Print Name: Ayat— 7/VC/a/V hmgs Address: ISI Phone: & 1•&7-6?4 Q Fax- d4_Vhne _ lfi&OMOW Date: - L / v Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and. If necessary, file a lien on the Requestor s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpefsons, agents, servants, or employees appointed, elected, or hired) from and against arty and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attomeys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Cltys fight - of -way. I have read and understand the above statement and by signing this application 1 agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: a Date: '?' f 7 This permit shall be posted on the site during construction. Please call 407.688.6080E Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: n :•.iw). SiiiSi..a•ri.::1y:,i Y. ii>* }'..J+ i.l..>}:+.s.}• iY.Y }+h:•.'i f(iral, Use Orl s .%•yi iSi. Sc^" fie.. Il< ntiA calla , No f PP y5 rv}+•:5: n'i,•: '::G",•r' 4. r..' .` .. .f .i................. •::..:: '\: s:a.Ys>..u.'<: r'" .a1sa.C.+.l:s.+:.'.. ..:a: ``v'.uaa:>.:s::sa.i::Y .2 r.:, Reviewed .. ...:,"•..:.",: ;^ Yn.. ... ..,}:.: .:.. •r,.: "i'.ii:.•i .i.++. ~ii:. :vit:.: ... :it:::.:1.:.. .i.#.!.},.+.:>::}: Publi .u:.-.,.,.;;..,...:: s:.rs:+..:::•i:i<:i.:::).•: •}.:,J::..):;.5{i.>.'H: ,5• . y+. CWGrltSw.... A.. 44... «..v ... e. +Y'. i aiY}4.s.t:>, I. .i }c. }t: x• Y'n::)t:w :>yy,YS n.}, ::•: OFEFE JLiitJlteS.:.. I:::, y i. I• e.Y.n date' l..i.. i:>.. NYJ.: :... Y d zS? rff=% K< A. V. 77E n9 5•'.« :Date:': N N I . Ills • 0d Y!•s; lily. 1i. 0 J edal:P.,eiml tCorldi i P toh&: It QOFKOM TLV1V ROW UssOdve"y.pdf REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Mis Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final EL 7,M' 6m`G;P.ERM.tT :, r Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SUBDIVISION::w V\Ndbo lCol co ,; s-, CITY OF SANFORD i BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 159e VJl iq - P-W ' Job Address: 331 1 Historic District: Yes No, Parcel I'DResidential Commercial Type of Work: New v Addition AlterationEl Repair Demo Change of Usc Move Description of York: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, St:tte Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE'ro RECORD A NOTICE OF COMNIENCEMENT MAY RESUTA' IN YOUR PAYING ' TWICE: FOR INIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMNIENCEMEN'r MUST' BE RECORDED AND POSTED ON THEJOB SITE BEFORE 'ri.iE FIRST INSPECTION. IF YOU INTEND 'ro OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE: RECORDING YOUR NOTICE OF CONIM ENCENI ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date orapplication stud the code in effect as or that date: 511 Edition (2014) Florida Building Code ReviuJ: June 30. 2013 Permit Application Ncyn L•: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management district.-., state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanlbrd requires payment of a plan review tee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees Micri the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 8 Signatureof0wrier/Agent Date Signature ofCuntr it/Agent to Print 0%%mer/Ageru's Name Signature ul'Notarv-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Typeol'ID Print Crntraelo Agent's dame it tttltll q/rii Signature oft" ofPo •-State of Florida EXPIRES GEORGiA A AUG 21, 2020 Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Coustruction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mitt. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30. 2013 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00002289 Date 1/04/18 Application pin number . . . 589228 Property Address . . . . . . 337 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2720 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . pUD Application valuation . . . . 252978 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1023134 Permit pin number 1023134 Sub Contractor NORTHWEST PLUMBING Permit Fee . . . . 114.00 Issue Date . . . . 1/04/18 Valuation . . . . 5825 Expiration Date . . 7/03/18 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 759.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE SPRINKLER TESTING 75.00 O1-FIRE IMP-RS 7-2017 373.91 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00002289 Date 1/04/18 Property Address . . . . . . 337 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2720 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1023134 Permit pin number 1023134 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL _/_/_ CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 0 6 2018 PERMIT APPLICATION Application No: 22P) 2itcri- Documented Construction Value: S W206 Job Address: 33 m1aW CZ60a12 LOKIL Parcel ID: Type of Work: New Addition Alteration Historic District: Yes No 0 Residential 0 Commercial Demo Change of Use Move Plan Review Contact Person: v Title: Phone: Fax: Email: Name Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information 1 7_2VAIr_ 11I , M _ AR4.507"III Mf_ OWE 11 _ _ ff1 i Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO ONAINER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONIN1ENCEI\1ENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT %%qTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30.2015 Pcnnit Application le NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your pennit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction MAzoni >Ig. _ Signature of Ou-ner/Agent Date Print Owner/Agent's Name Signature of Notaq-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID fi,'',7;'i, STEPHANIERALLO t st Commission # FF 175017 1 f Explres Nove ber 9, 2018 ie „aoams.roro Contract e s ersona ly Known to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Pcrrnit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4907 Job Address: 337 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 272) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work and ventilation (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: permitting .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issucd OWNER'S AFFIDAVIT: I certify that all of the foreoing information is accurate and that all work will be done in compliance with all applicable laws regulate g r;,6itstructipn and zoning. signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID e 03/22/2018 of Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WE88TER Notary Publle • State of Florida Commlaelon N FF 978034 My Comm. Expires Apr 4, 2020 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2013 Permit Application Parcel ID Number: ?1-19-304'04-0000-*21 '0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY? SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8960 P9 1462 QP9s) CLERK'S 4 2017075942 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT X '— Legal Description : Thornbrooke Phase S , according to the plat thereof, as recorded in Plat Book'/ Page 4WT4f the public records of Seminole County, Florida. Addresses : 3 13 t VA- Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed Signature of Owner's Agent: J n Asa Wright Taylor Morrison of Florida li Sworn to and subscribed before me this by John Asa Wright w is so known to me. Qp6 EEp 9. a`%=="'% Notary Public DA Clark P Oyr4 o ueuc *a,Ne a My commission expires: 6/27/19G,Nwvt Serial No. FF 209108 cOIt \4tv qi0 y Signature: * `str seal: EC-Y L j4 11-2Ill, COUNTY OF SEMINOLE IMPACT FEE STATEMENT J') STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000566 BUILDING PERMIT NUMBER: 17-10000566 UNIT ADDRESS: MISTY GROVE LN 337 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: August 17, 2017a a ' q I " 27-19-30-506-0000-2720 A A PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 337 MISTY GROVE LANE THORNBROOKE PH 5 LOT 272 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADndominECTORS N/A 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DIIE 2,8 .00 STATEMENT RECEIVED BY:ANiL&A!,ful-aft' SIGNATURE: PLEASE PRI6 NAME) DATE: NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSSEMINOLE COOUNTYARE ISED ROAD, FIRE/RESCUET TtjISIS , LIBTRARYNAND/OREEDUCATIONNDUE AL ER THEISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERL. AND SHOULD REFERENCE THE COUNTYBUILDINGPERMITNUMBERATTHE '1OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a qD Documented Construction Value: $ Job Address: 141 f4 t-l k G lr ov4— U& k—t— Historic District: Yes No X Parcel ID: 21-19-30-6506 -0000- ;L13 0 Residential R Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNE13ROOK PHASE .' LOT NUMBER: .213 r( 1 c • o n cI fit V, a P an Revtew ontact Person. ae ne a Tttle: Phone: Fax: WM„-Q'- ,I 04 in, M- „ • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Stivet: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fag: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. S ature of owner/Agen( Dale S nature of Contractor/Agent D e TAYLOR MORRIS FLORIDA INC JOHN ASA WRIGHT Print O wmr/Agent's a Print Contract or/Agent' Signature o • of Florida )a a Signature of State of Florida I ale 1N u0r4 p. A. CLARK r°t Ar ?u* D. A. CLARK 2 « My COMMISSION I FF 209108 + * MY COMMISSION 11 FF 209108 JEXPIRES: June 27, 2019 EXPIRES: June 27, 2019 r A Bonded Thru Budget Notary Senices i `O Bonded Thru Budget Notary Smite, Owner/Agent is ( Perselally Known to Me or Contractor/Agent is YU Personally Known to Me or Produced ID NIA Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical© Mechanical© Plumbing© Gas Roof Construction Type: -4(5 Occupancy Use: 9-5 Flood Zone: X-'5 h'tTAC4 0 Total Sq Ft of Bldg: 23-Sq Min. Occupancy Load: 1'Z # of Stories: Z New Construction: Electric - # of Amps IS6o Fire Sprinkler Permit: Yes[] No # of Heads Plumbing - # of Fixtures l 4 Fire Alarm Permit: Yes No APPROVALS: "ZONINGAlq (o UTILITIES: 8-4 -/&ASTE WATER: 00, ENGINEERING: ' tC- 120t1 FIRE: Ok to construct townhome with COMMENTS: _ setbacks and impervious area shown — on plan. No additional impervious permitted beyond initial construction. BUILDING: 5F d-Z&-a Revised: June 30, 2015 fermi(Application SCPA Parcel View: 27-19-30-506-0000-2730 http://parce idetai i.scpafl.org/Parce I Detai l i n fo.aspx?PI D=2719305060... Property Record Card Panel: 27-19.30.506-0000-2730 Owner: TAYLOR MORRISON OF FL INC ecwxa eoisnv action PropeRy Addrese: 341 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2730 Owner TAYLOR MORRISON OF FL INC Property Address 341 MISTY GROVE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASES Tax District S1-SANFORO DOR Use Code 00•VACANT RESIDENTIAL Exemptions 2017 Working 2016 Certified Values Values Valuation Method I Cost/Market CostfMarket Number of Buildings - -- 0 - - - - 0- Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18.300 0 Land Value Ag 0 JusyMarket Value •• 18.300 0 Portability Adj 0 Save Our Homes Adj - 0 0 Amendment 1 Adj 9.667 0- P&G Adj i s0 10 Assessed Value 8.633 0 Tax Amount without SOH: $0.00 2016 Tax Rill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments li I I I Seminole County GIST_ 1 Legal Description - - - - - - - - - -- - - --- -- - - - - - - • -- - - - --- -- - -- — -- -- - - - - - --- LOT 273 --- - - - -- - - THORNBROOKE PHASE 5 PS 81 PGS 68 6 69 axes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8.633 Schools 18.300 0 18.300 City Sanford 8.633 s0 8.633 SJWM(Saint Johns Water Management) T $ 8.633 s0 8.633 County Bonds - - 8.633 - — - s0 - - 8.633 les Description Date Book Page Amount Oualified VacAmp No Sales rFind Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,300.00 $18.300 Building Information Permits Permit p Description Agency Amount CO Date Permit Date I of 2 7/24/ 17, 3:00 PM Pmrb City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 341 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2730 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O FICIA USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP#17-2290 Reviewed by: Michael Cash, CFM Date: August 7, 2017 REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Mis Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Ins ection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PL-''"i 'BING PERMIT Min Max Inspection Description 10 Plumbing Underground q 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 6 0),,, Application for Right -of -Way Use for Driveway, Walkway & Landscape ODepartment of Planning & Development Services1877 300 North Park Avenue. Sanford. Florida 32771wwwrraMoMn.yov Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. tta...1W1 below. 71N"BZ dZk' Z0r 9-73 Calleaaayouetp 1. Project Location/Address: 2. Proposed Activity: In Driveway s- I,,, dt. a,_. Walkway nOther. 3. Schedule of Work: Start Date r, I, cC oomplpletion Date Emergency Repairs 4. Brief Description of Work: ARIMVA)I A/a/ &FX This application is submitted by. Property Owner: Signature: OP — Address: _ ISI eSOUT%IM14 4 Phone:4d7-&7-6?40 Fax - Print Name: // 1/WK r!OMIZAA i W&S Maintenance Responsibilities/lndemnification Date: % — a < / 2 The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shag include maintenance of the improvement and unpaved portion of rightofAvay adjacent thereto. Requestor may, with written City allgWriZalbn. remove said installationllmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the tight -of -way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, 0 necessary, file a gen on the Requesfoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its eouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, Balms, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential). or injury of any nature whatsoever to person or property. and the costs and expenses incident thereto (mcluding costs of defense. settlement and reasonable allwWs fees up to and including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application 1 agree to its berms. I hereby understand and agree to pay all city fees related to this application as required by the cily's adopted Fee Resolution. Signature: Date: %' ,,' f /% This permit shall be posted on the site during construction. Please cell 407.688.6080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: ACp[9laMr cuiu ` ROW We Orlymay.po 0 FEB 0 6 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11 -7%q d Documented Construction Value: S i.O200 co Job Address: , --(I a cn„r LnQe, Parcel ID• Type of Work: New 0 Addition Alteration Repair El Dem, Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Historic District: Yes No LI Residential 0Commercial Title: Resident of property? : Contractor Information se Move Fame L tq Phone: L40-_ i 00Street: Fax: r Ff . 3-74City, State Zip: 1 f % -7 State License I'o.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WAR.N'rNG TO OVI'NER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEINIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TELE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAL\' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, welis, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Re%ised: June 30, 2015 Permit Application NIOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be fieured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed die actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a Id..zonkng. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Kno\vn to Me or Produced iD Type of ID n'isy w STEPHANIERALLO Commission # FF 175017 Expires N tuber 9.2018 R r 8.d d mr r. bnu m W&U mt9 Contractors g n is rs o o Me or Produced )D Type of TD BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical Plumbing[]Gas Roof El Construction Type: Occupancy Use: Total Sq Ft of Bldg: Alin. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMAIENTS: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application l CITY OF SANFORD BUILDING & FIRE PREVENTION D FES U 6 2018 PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: ?)L4S_ (,' G rni P LnQ(E, Ristoric District: Yes No [D Parcel ID: , y Residential Commercial Type of Work: New L J Addition AlttteralIt^^ion rRepair j—, DemoEl Change of Use nMo e Descriotion of Work: I ii,-i- I I K_V i I f k-1` -f , lr I f IP TprAri iL Plan ReNRew Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name,% T-CIdCI. f— rr''"r IL, rn %r t -t4 Phone: Street: U I Fax: L— 0-76ES 1 007 City, State Zip: 1 P ( 7-7 1 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: 1% lortgage Lender: Address: WARNING TO OWN. -ER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO\1EMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIIN FINANCING, CONSULT «'ITR YOUR LENDER OR A.NATTORNEY BEFORE RECORDWG YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pemiit Application It NOTICE: In addition to the requirements of this permit, thcre may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other goventmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aid -zoning. Signature of Owner/Agent Date Print Owner/Agent's dame Signature of Notary -State of Florida Date Print Date STEPHANIE RALLO Commission # FF VW7 Expires November 9.20t9 Owner/Agent is Personally Known to Me or Contractor gent is I Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[—] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Alin. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes Into APPROVALS: ZONING: ENGINEEMIG: COADIEENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application SUBDIVISION:nMA l • T rLOTM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I I - CC) a q D Documented Construction Value: S o J Job Address: 3 41 Historic District: Yes No Parcel ID: Irn W Residential o Commercial type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name _ 0k, Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RFSOLT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON '111E .IOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C01- IMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect its or that date: ill Edition (2014) Florida Building Code Revi. wd: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Date Signature ofContr or/Agent to Print Owner/Agent's Name Signature of Notary State of Florida Date Owner/Agent is Personally Known to Me or Produced ID "type of ID tt ptuuuwruru Print ontract r/A nt's me \\po`SVSAN lyjZT; - EXPIRES S a ttrc nrNatary-State of Florida oate' GEORGIA JUNE 8.2020 Contractor/Agent is Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of I -leads APPROVALS. ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rcviad: June 30. 2013 Permit Application 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — Documented Construction Value: $ 4877 Job Address: 341 Misty Grove Lane Historic District: Yes No Parcel [D: (Thornbrook Lot 273) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work and ventilation Q exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email:permitting@onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? : City, State Zip: Maitland, FL 32751 Name One Stop Cooling and Heating Street: 7225 Sandscove Count Contractor Information Phone: 407-975-2762 Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary•State of Florida Date information is accurate and that all work will htstructipn and zoning. i- e 03/22/2018 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public - State of Florida Commission tP FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A et t—refsorl Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Parcel I D Number.a9--. 19-30- SO G -0000- .27 3 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8960 Pg 1461 (1Pes) CLERK'S Q 2017075941 RECORDED 07/27/2017 10=01: 3 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT -2V Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Page G i9of the public records of Seminole County, Florida. Addresses : 'j'l /1'it5'f ' -Q r Q Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 I. Date Signed : Zi I% Signature of Owner's Agent : J Asa WrighttviorMorrison of Florida Ii Ao Sworn to and subscribed before me this by John Asa Wright wl i ersonally known to me. Z) W\ vl0Cp AQUatic %. ' 0 Notary lic DA Clark ONO, Mycommissio expires:6/27/19t.GN Vfo '' Serial No. FIT 209108 pc * EC,t a,, tM,,, t}arSignature: ,r,T ary seal: Ci, rtQ 44 t eft, a COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 17, 2017 BUILDING APPLICATION #: 17-10000567 BUILDING PERMIT NUMBER: 17-10000567 UNIT ADDRESS: MISTY GROVE LN 341 27-19-30-506-0000-2730 TRAFFIC ZONE:022 JURISDICTION- a 3 9 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 341 MISTY GROVE LANE THORNBROOKE PH 5 LOT 273 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00PARKStifamilyNA 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOC STATEMENT A t RECEIVED BY: DIPerr6d, SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT- FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE +OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. r V,, 1 CITY OF SANFORD BUILDING & FIRE PREVENTION JUL 2 6 2017 PERMIT APPLICATION F By.-, Application No: Documented Construction Value: S Job Address: 3 f'S /I'< < S C kvve' L Q KJL— Historic District: Yes No Parcel ID: 2.7-19-30-5-06-0000-9*0 Residential( Commercial [I Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASF_ LOT NUMBER: )-`l t1 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Bro .-III-(,1- I - - tl Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 CSt t Z' MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO 1ty, a e 1p. Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407- 257-6940 City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT W YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. got r ^, GrE D. A. ClLrt MY COMMISSION 0 FF 209:08 EXPIRES: June 27, 20190' or r- 4 Bonded TAru Budget Notary Services Owner/Agent is yE& Personally Known to Me or Produced ID N/A Type of ID w 17 Si , Z - ture of Contractor/Agent Da JOHN ASA WRIGHT Print Contractor/Age 's ame Signature of No • ry-State of Florida at D. A. CLARI( MY COMMISSION # FF 209'108 EXPIRES: June 27, 2019f•'' o' H'A' Bonad ThN Butel Notary selft Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical R Mechanical 2 Plumbing[ Gas Roof Construction Type: %/6 Occupancy Use: (Z3 Flood Zone: )CAE Total Sq Ft of Bldg: Z359 Min. Occupancy Load: # of Stories: 2- New Construction: Electric - # of Amps Iso Plumbing - # of Fixtures l4 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: COMMENTS: ZONING: Alkok UTILITIES: I'M WASTE WATER: ENGINEERING: *47t 614011 FIRE: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: SF rl-t8-r Revised. June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-506-0000-2740 http://parceidetai i.scpafl.org/ParceiDetai I In fo.aspx?PI D=2719305060... Property Record Card Parcel: 27-19-30-508-0000-2740 Owner. TAYLOR MORRISON OF FL INC aa"Naaamony mops" Property Address: 345 MISTY GROVE LN SANFORD. FL 32771 Parcel Information Parcel 27-19-30-50"000-2740 Owner TAYLOR MORRISON OF FL INC Property Address 345 MISTY GROVE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD OOR Use Code 00-VACANT RESIDENTIAL Exemptions 22.3322.33 22 22 22 22 22.33 N N N N N N N 4 4 4 4 4 14 O N W 1p, ul 0) N C f1 V1 to Ul Ul tG V1 Seminole County GIS Legal Description LOT 274 - - - - - - - - - - - -- THORNBROOKE PHASE 5 PS 81 PGS 68 3 69 Value Summary 2017 Working 2016 Certified Values Values Valuation Method I Cost/Market I Cost/Market Number of Buildings 10 10 Depreciated Bldg Value - a 0 Depreciated EXFT Value 0 Land Value (Market) , 18.300 0 Land Value Ag 0 Just/MarketValue'• 18,300 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj -- -- 9.667 Assessed Value 8.633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable value County General Fund 8.633 0 8.633 Schools 18.300 0 18.300 City Sanford 8,633 s0 8,633 SJW'M(Saint Johns Water Management) 8,633 0 8,633 County Bonds 8.633 0 8.633 Description Date Book Page Amount Qualified vacjlmp No Sales Flnd Comparable sales Land Method Frontage Depth Units Units Price Lend Value LOT 18,300.00 18,300 REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Misty Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final r IMB'I,i'C:PE'lWIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 O 18 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphneC&permitspermitspermits.com Property Address: 345 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2740 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ,F CIAL SON Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2291 Reviewed by: Michael Cash, CFM Date: August 7, 2017 6 to), 0R 1877 www.santardn.yev Application for Right -of -Way Use for Driveway, Walkway & Landscape Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as pan of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the eexiissttii ng right—of-way aa+nd use shall be provided or application could be delayed. Calltwrorareudta 1. Project Location/Address: —w,? 3 4_41'a1rL L14 KV 2. Proposed Activity: Drlveway Walkway Other. 3. Schedule of Work: Sta/rtt Date C YAW r cC oomplpletion Date Emergency Repairs 4. Brief Description of Work: '^ly` WA7 A/I AIa/ e2r"F. This application is submitted by: Properlyowner Signature: tr Address: %sle 57HAA& 44X GE 0240 Phone: ne7-M-6440 Fax- d4oll Print Name: // 1/WIC+ MWIOA/V /li IPS Maintenance Responsibilitieslindemnification Date: 1- 2 6' The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization. remove said installation/ improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activtties by the City becomes In conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-d-way. If the Requestor does not continuously maintain the Improve- ment and area to accordance with previously stated criteria, or completely restore the dghW-way to its previous condition, the City sha4 after appropriate notice. restore the area to its previous condition at the Requestoes expense and. If necessary, file alien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by taw. Requestor agrees to defend, indemnity, and hold harmless the City, its oounalpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all flabilides, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequentiaq, or injury of any nature whatsoever to person or property. and the costs and expenses incident thereto (irbuding costs of defense, settlement and reasonable attorneys fees up to and including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the Cltys rlght-of-way. I have read and understand the above statement and by signing this application I agree to its terms: I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401. 24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: aapmmw, aw ROW Use 0dvwmy.pW 0 Job Addrt Parcel ID: Typc of" 1- 5'fC$ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I ^I - aQet t Documented Construction Value: S g kvV 1 1J-e.Lf^^k Historic District: Yes h No r)I i - 11-AIVUQ Residential M Commercial ration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Platt Review Contact Person: Title: Phone: Fax: Email: Nance PA cv, Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Nance NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Leader: Address: YARNING TO OWNER: YOUR I-AILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TI•IE JOB SITE BEFORE TILE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain it permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pertormcd to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, lacks, and air conditioners, etc. FBC 10.5.3 Shall be inscribed with file date of application and the code in effect as of that date: Si° Edition (2014) Florida Building Code Revised: June 30. 2013 Permit Appliention r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify (lie owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured ofT the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio nd zonitt . ZLO Signatureul'O%ner/Agent Date signature ofContmc /Agent to Print 0%vtter/Agent's Nmnc Signature of Notaq•-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 01 Print Contractor/Ag nt's No e slttrr/ v S ry OT Xp1 OG20o' e ofNotor)-Slate ntFlorida ate G Contractor/ Agent is Personally Known Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Ycs No WASTE WATER: BUILDING: Revised: June 30. 2013 Permit Application Or-- I_5-A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1 0;aCA Documented Construction Value: $ S S Job Address: Historic District: Yes No Parcel (D: S Residential% Commercial Type of Work: New Addition Alteration In Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Platt Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 1 - ft Sz) Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING:, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understated that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tusks, and stir conditioners, etc. FBC 10.5.3 Shull be inscribed with the Jute of application send the code in effect as of thal date: 5i° Edition (2014) nuridn Building Cade Rcviscd: June 30. 2015 Permit Applicntinn NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of plan review lec at the time of permit submittal. A copy ofthe executed contract is required to order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in ellect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature of O%%ner/Agent Date Signature of C ractor/Agent 61 Date Print 0%%ner/Agent's Name Signature of Notary.Siate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contrtcu ge is Name aturc or Notary -State of Florida lbalc Contractor/Agent is Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY EXPIRES GEORGIA JUNE 8, 2o2o Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No[] WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application r• " CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: " Documented Construction Value: S 4877 Job Address: 345 Misty Grove Lane Historic District: Yes No Parcel I:D: (Thornbrook Lot 274) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work and ventilation (3 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: permitting .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? : City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as or that date: 5i° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application or . . r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required I in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the forehoing information is accurate and that all work will be done in compliance with all applicable laws regulati g gAistructip» and zoning. signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary•State of Florida Date of Kevin Stine Print Contractor/Agent's Name 03/22/2018 Date KELLY WEBSTER Notary Public . Slate of Florida Commission # FF 818034 My Comm. Expires Apr 1, 2020 Owner/Agent is Personally Known to Me or Contractor/A et t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pennit Application I1111111111 I1111 II111 I u ii Parcel ID Number:;7,19-30-5' (0-0000-21 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 3960 P9 1460 (11`9s) CLERK'S A 2017075940 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT 214 Legal Description : Thornbrooke Phase 5 according to the plat thereof, as recorded in Plat Book V Page.QT&f the public records of Seminole County, Florida. Addresses : .3415 IA131 4 rave. Later Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FI_ 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: Ian Asa Wright Taylor Morrison of Florida In' Sworn to and subscribed before me this b John Asa ht w o ' nall known to me. P 1 •, . Y P p a!".' o p Y e% Notary Public DA Clark t f pueuc Q N' My commission expires: 6/27/l8 y •C i .. :rI o`, g ' Serial No. FF 209108 '0 Ct 4, k ignature: Z 1eal: C' F ,4' qd4 tc1K p6''1' * ar r:os COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 17, 2017 BUILDING APPLICATION #: 17-10000568 BUILDING PERMIT NUMBER: 17-10000568 aS S,saS UNIT ADDRESS: MISTY GROVE LN 345 27-19-30-506-0000-2740 TRAFFIC ZONE:022 JURISDICTION: J (L1l SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 345 MISTY GROVE LANE THORNBROOKE PH 5 LOT 274 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00ROADS -COLLECTORS N/A 00 .000 dwl unit 00FIREnRESCUEum* N/A LIBRARY CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD Muultifamily 2,450.00 1.000 dwl unit 2,450.00PN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 7?' STATEMENT RECEIVED BY:JA O" SIGNATURE: PLEASE NT NAME) IJLDATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIF OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH9 REUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLAND8EVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER L AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. JUL 2 Documented Construction CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 7- a a Value: $ 2524-1g.00 Job Address: _3 qq µl S j 9 -t—e. LA U'e-, Historic District: Yes No Parcel ID: 21-19-30-50( -0000-a.-7 0 Residential [R Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Daphne Clark Title: PHASF c5 13Phone: 407-257-6940 Fax: Email: daQhne(PermitSPermitSPermitS COm 7' Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407- 629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: N/A Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application M NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. oO=,o< (=== -201? S atureofOwner/Agent Date TAYLOR MORRISON OF ORIDA INC Print Owner/Agent's Name 5 71247 Signature of Notary-S orida Date joyr< 7/)VV gnature of Contractor/Agent Da JOHN ASA WRIGHT Print Con t nt's Name Signature of Notary -State of Florida 4Dte N, voer o. A. CLARK H MY COMMISSION Ii FF 209108 °; p`0`t D. A. CLARK EXPIRES: June 27, 2019 , * MY COMMISSION f FF 209108 t ^+ rF yO ROOM nm awp(NOry ServicesgonpediAtuEXPIRES: June 27,219 audgetNourySrv a Owner/Agent is yM V sonally Known to Me or Contractor/Agent is " S Personally Known to Me or Produced ID N/A Type of ID Produced ID QUA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical©[ Mechanical®' PlumbingR Gas Roof Construction Type: Yg Occupancy Use: Z,•3 Flood Zone: Total Sq Ft of Bldg: Z331 Min. Occupancy Load: # of Stories: 7— New Construction: Electric - # of Amps I So Plumbing - # of Fixtures k4 Fire Sprinkler Permit: Yes No # of I -leads Fire Alarm Permit: Yes No APPROVALS: "ZONING: 9&CA(dri UTILITIES: L WASTE WATER: ENGINEERING: t m $1 ZPl1 FIRE: Ok to construct townhome with COMMENTS:— setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: %F I-tB t Revised: June 30, 2015 Permit Application Po0s4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 349 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2750 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL S• ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#17-2292 Reviewed by: Michael cash, CFM Date: August 7, 2017 Application for Right -of -Way Use for Driveway' y anscapWalkway & Lde 0 R 10 F —t877 —, Department of Planning 6 Development Services www. tantardO.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right- of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right—of-way.a+nd use shall be provided or application could be delayed. I/ Ifi/IWBZdjW f/I 7 Cell'-nmsl eF 1. Project locatlon/Address: I'rve— 1.q x e, 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Sta/rttDDate C r,, t, cC oomplpletion Date Emergency Repairs 4. Brief Description of Work: MIA AAy A/I MaV WA This application is submitted by.- PropetlyOwner G/- Signature: '' AL Print Name: AYaf— f / MAK it WAS Address: % K A)fir wia R, zz,?r/ Phone: 407•& 7-D 44 0 Fax- O,Q,r7lli2 ptrCdhnl i 1„t % Date: % Z Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways. WGties, stormwater faciffties, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition. the City shag after appropriate notice, restore the area to its previous condition at the Requestces expense and. If necessary, file alien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its coundlpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or eonsequentiat), or injury of any nature whatsoever to person or property. and the costs and expenses incident thereto (including costs of defense. settlement, and reasonable attonWs fees up to and Including an appeaq, resulting In any fashion from or arising direly or indirectly out of or connected with the use of the Cllys right- of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and a pay all city fees related to this application as required by the cty's adopted Fee Resolution. Signature: Date: 7-1;1`- Ac- /% This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Seotember 2010 htue . nee 0 40 REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Mis Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PERMIT Min110 Max Inspection Description Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SCPA Parcel View: 27-19-30-506-0000-2750 http://parceidetaii.sepafl.org/ParceiDetailinfo.aspx?PI D=2719305060... Property Record Card PWMLA Parcel: 27-19-30-506-0000-2750 Owner. TAYLOR MORRISON OF FL INC tr+o 000uwry ~ Prop" Address: 349 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 27-19-30.506-0000-2750 Owner TAYLOR MORRISON OF FL INC Property Address 349 MISTY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2.33 22 22 22 22 22.33 22.33 22 22 N N ro N N N NO NO GNW Zn CJ1 CC CCA CrJ1 A C r1 C f1 CI Seminole County GIS Legal Description LOT 275 THORNBROOKE PHASE 5 PS 81 PGS 68 & 69 Taxes Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18.300 0 Land Value Ag 0 Just/Market Value •• 18.300 0 Portability Adj 0 Save Our Homes Adj so 0 Amendment 1 Adj 9.667 0 P&G Adj 0 o_ Assessed Value 8,633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8.633 0 s8,833 Schools 18.300 s0 18.300 City Sanford - 8,633 - 0 8.633 1, SJWM(Saint Johns Water Management) - - - --- 8.633 - 0 8.633 County Bonds 8,633 0 8.633 Sales - - - - Description Date Book Page Amount oualified Vac/ ImpNoSales r----------- --- -- - i Find Comparable Sales, Land - - - - - - - - - - - - - Building Information Permits I- - - - - - - --- -- -- - - ... --- - - - - - -- - - - - - - -- -T - - Permit # Description Agency Amount CO Gate Permit Date Method Frontage Depth Units Units Price Land Value LOT 1 18,300.00 18,300 I of 2 7/24/ 17, 3:08 PD CITY OF SANFORD FES 0 6 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: —7 - 22c72 Documented Construction Value: S Job Address: G L i,i( Lout, Historic District: Yes No a Parcel ID: Residential (Commercial Type of Work: new 0 Addition Alteration Repair 0 Demo Chancre of Use Move Description of Work: ` 4ri di 1,red 9t r Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Na me cj \ r L Phone: c-° 7 Street: Far: L—i0-76f1.S 100L_ r v City, State Zip: 1 f State License No.: /,[ %f Name: Street: City, St, Zip: Bonding Company: Address: Arch itectt`Engineer Information Phone: Far: E-mail: AZort,ra;e Lender: Address: WARNTNG TO OV1'NER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work urill be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2013) Florida Building Code Revised: June 30, 2015 Pemiit Application NOTICE: In addition to the requirements of this permit; there may be additional restrictions applicable to this propem, that may be found in the public records of this county, and there may be additional permits required from other goventmeriml entities such as water manaeetment districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit subtttirtal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. O\VWER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ng. Signature of Owmerhkeent Date Signature Print Owuer/Aeent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to hoe or Produced ID Type of ID Print Date Commission # FF 175017 Expires November 9, 2018 e dwThuTierFalew"Mexasiato Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMLE TTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcrmit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4907 Job Address: 349 Misty Grove Lane Historic District: Yes No Parcel I:D: (Thornbrook Lot 275) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work and ventilation (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: permitting0onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone:, Street: Fax: _ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 501 Edition (2014) Florida Building Code Revised: June 30. 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at cite time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the foi be done in compliance with all applicable laws regul Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ing information is accurate and that all work will g fdnstructipn and zoning. r _-Ie 03/22/2018 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WE88TER Notary Public . State of Florida Commlaslon p FF 978034 My Comm. Expires Apr 4, 2020 Contractor/Age t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I I1111111111 III11 Illll I1111 IIIII IIII I111 Parcel ID Number:4-1-19-30-50(r0000-o-7j 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8960 P9 1459 (1P9s) CLERK'S : 2017075939 RECORDED 07/27/2017 10:01:53 API RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT o?% Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book >s'! Page o Ibf the public records of Seminole County, Florida. i Addresses : 3q4 H 63 j A rov,L L4 t e Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1. Date Signed : ! i7 Signature of Owner's Agent: w JqA Asa Wright aylor Morrison of Florida Inc Sworn to and subscribed before me this by John Asa Wright who is ally known to me. Notary Public DA Clark Z3 ZOOM My commission expires: 6/27/19 G pN R ,*,cuo «CaPoJNrM" Serial No. FF 209108 Qy . \fit: a,a. pOO c\Q V ry ignature: * ' to 4a 5\F\E . CA COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 17, 2017 BUILDING APPLICATION #: 17-10000569 BUILDING PERMIT NUMBER: 17-10000569 UNIT ADDRESS: MISTY GROVE LN 349 27-19-30-506-0000-2750 TRAFFIC ZONE:022 JURISDICTION: ( SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 349 MISTY GROVE LANE THORNBROOKE PH 5 LOT 275 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS-COr,LECTORS N/A Condominium* 00 .000 dwl unit 00 FIRE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD MMultifamily 2,450.00 1.000 dwl unit 2,450.00 P N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE STATEMENT Pr-cl(CASIGNATURE: RECEIVED BY: O PLEASE P NAME) DATE: / ip NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY r OWNER AND ENSURE TIMELY PAYMENT MAY RREESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TFFjjIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRIE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERT IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No- 1—'ay3 Documented Construction Value: $ t 7O a-1 a c5 N - °o Job Address: _ 353 V44S j G eawc- La Historic District: Yes No 0 Parcel ID: 27-19-30- 5ba0000-11y 0 Residential [R Commercial Type of Work: New FX1 Addition Alteration Repair Demo Change of Use Move Q Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: 9_7 40' Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: go 11i-'- tt tt It Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: _ N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t0 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. file City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. file actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. St(tfalure of 0%mer/Agent Date r TAYLOR MORRISON OF a9RIDA INC Print Owner/Agent's Name LEI Signature of Notary -State of Florida Dat RK e°1 Y Pv M`( COMMSSION 6 FF 1110 EXPIRES: June 27' SenKhmNeuaa+Nonn Owner/Agent is ](F Pef a Ty ICenown to Me or Produced ID N/A Type of ID Z///, 045 L2 L_71)n Si lure of Contractor/Agent D tc 7J JOHN ASA WRIGHT Print Contractor/Agent's Name Signature of Nota ate of Florida Da rstr v, 0. A. CLARK MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 A Bnrw TAru eu jet No ry S:Mc?s Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [jr Electrical [R' Mechanical© Plumbing® Gas[] Roof Construction Type: Occupancy Use: (Z3 Flood Zone: )C-6ep hT_Ac;cED Total Sq Ft of Bldg: 26 21 Min. Occupancy Load: 14 # of Stories:-2— New Construction: Electric - # of Amps I S0 Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: "ZONING: UTILITIES: f111'L-4"WASTE WATER: COMMENTS: ENGINEERING: "-Q- I-IM-1 FIRE: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: IF t1-28-q Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2288 thru 17-2293 Address: 333 — 353 Mis Grove Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final Xj1 t1 f B&6,P.E.RM.IT , Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 353 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2760 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#17-2293 Reviewed by: Michael Cash, CFM Date: August 7, 2017 0 D), Application for Right -of -Way Use ORfor Drivewa Walkwa & Lde 1877 -- y' y Landscape Department of Planning & Development Services www. sanfordrt.gov 300 North Park Avenue. Sanford. Florida 32771 Phone: 407.688.5140 Fax:407.688.6141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the U attachedconstructionplansapprovedaspanofthispermit. It does not approve any work within any other jurisdiction's right- of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Kill r/ M/BZdJ O/ ;t t oCallbamaym4 1. Project Location/Address: 3-) 3 jM l S tit AJ - 2. Proposed Activity: Vr Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: MIR C A'AYAW #SV &99 Maintenance Responsibilitieslindemnification The Requestor. and his successors and asslgns. shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatioMmpmvement fully restoring the dghtof-way to its previous condition. In the event that any future construction of roadways. utilities. stomrwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public dolof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and. if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its aouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against arty and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property. and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable atlomeys fees up to and inducting an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: %. L t!-1? This permit shall be posted on the site during construction. Please call 407.688.6080. Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: ' Date: September 20I0 ROW Use Ddveway.pol 0 e SCPA Parcel View: 27-19-30-506-0000-2760 http://parceidetai i.scpafl.org/Parce I Detai I I n fo.aspx? PI D--2719305060... I of 2 Property Record Card Parcel: 27-19-3asos-0000-27soIPME& U4 Owner. TAYLOR MORRISON OF FL INC c aonuwrr aos Property Address: 353 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 27-19-30-506-0000-2760 Owner TAYLOR MORRISON OF FL INC Property Address 353 MISTY GROVE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions L. 22 22 22 22.3 W crl c0 C71 c0Cn c0 r-n t0 L" 2.33 22 22 NJ Na rQ O N O t0 tl1 Co J1 r1 Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings I 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Lend Value (Market) 18,300 0 Land Value Ag 0 Just/Market Value •• 18.300 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 9,667 0 P&G Adj s0 0 Assessed Value -- — 8.633 --- 0 Tax Amount without SOH: $0.00 2018 Tex Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description - - — - - LOT276 - - - - - - - -- -- - -- - - - -- - - - - -- -- - - - - - - THORNBROOKE PHASE 5 PS 81 PGS 68 & 69 Taxes - - - - - - - - - - - - - - - - Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8.633 Schools 18.300 so 18.300 City Sanford - 8.633 - 0 8,633 SJWM(Saint Johns Water Management) 8.633 0 8,633 County Bonds 8.633 0 8.633 4 dption Date Book Page Amount Qualified VarAmp No Sales r----- ---- - Find Comparable Sales Land Fro 1ntageDepthUnitsUnitsPriceLandValue 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / / ^ 2K 1--J 3 Documented Construction Value: S 5752 Job Address: 353 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 276) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work and ventilation (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: permitting .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Pernik Application 00_ ft NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owncr/Agem Date Print Owner/Agent's Name Signature of Notary•Statc of Florida Date ing information is accurate and that all work will g c4tistructipn and zoning. Kevin Stine Print Contractor/Agent's Name Signature 03/22/2018 Date KELLY WEBSTE8 Noury Publle . State of Florida Commisslon # FF 978034 My Comm. Explres Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A e t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: P Revised: June 30. 2015 Permit Application c s i / h • — i e. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 - Documented Construction Value: S Is -P xVX JobAddress: 3 -33 vy'li-sksl Historic District: Yes No, Parcel ID: Residential z Commercial Type of Work: New Addition Alteration Repair Demo Change of Usc Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name acf1 O Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: ( 770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICF, OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and stir conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect its or that date: Sth Edition (2014) Florida Building Code Revised: Jtmc 30. 2015 Permit Appliention IP NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ol'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review I'ee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the .job at the time ol'submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit lees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru ti6n and zoLng signature of Owner/Agent Date Signature 1C. ctor/Agent ADag;( Print Owner/Agent's Name Print Contra for/Agen 's Namc QSAN y Signature of Notary -State of Florida Date , g-ture of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Produced ID Type of ID Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIILE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application 1 J" CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1- aaG Documented Construction Value: S LO200 cX—. Job Address: 5-2J rn L Historic District: Yes No LJ Parcel ID: 21-_1 /- 1(al) Residential [Commercial Type of Work: New Ll Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: nProperty Owner Information Name— y, ` r ,, 1 C)C Phone: Street: 15N O Q. AAA GI t ( v` CA o lOO Residentof property? City, State Zip: malAi r-W R' 5a`7e; 1 Contractor Information i l Name ' °`'-,eCJPhone: PCE6 1 l Street: r Fax: L40%, 5A 7 I ©d i f I 7 -71 State License No.: rr /,3M :1 City, StateZip: t Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: 1\1ortgage Lender: Address: WARNING TO ONYNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN' FINANCING, CONSULT « TfH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional penttits required from other governmental entities such as eater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of subnuttal. The actual construction value will be fieured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work NS111 be done in compliance with all applicable laws regulating construction a 4,ng. Signature of Owner/Agent Date Signature of Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced LD Type of ID Print Date rci 4 1/ Signature of o -State of Florida AMY R. MORRIS NOTARY PUBLIC STATE OF FLORIDA CatmMP IF 071Contractor%Agen s res Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Ig Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONIINIG: CONNIEENTS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDII,41G: Revised: June 30. 2013 Permit Application Parcel I D Number: X.I-19-30- SO G-DODO- - " Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 3960 P9 1458 QP9s) CLERK'S 4 201707593E RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT a%V Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in ge (0PlatBook&_Paf the public records of Seminole County, Florida. Addresses : 3J"S M /Slti1 'ov-C- CQ a.- Sanford I'L j 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. B. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : i ZS IIISignature of Owner's Agent: Sworn to and subscribed before me this by John Asa Wright who Notary a PublicAClarkMy commission expires: 6,127/19 i •V GOJ Serial No. FIT209108 CEO`\ E•p `kE G P Q1\gyp n Asa Wright Taylor Morrison of Florida I onally known to me. y " aeuc e2 yQ a aA N ore: x otseal: of COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000570 BUILDING PERMIT NUMBER: 17-10000570 DATE: August 17, 2017 11,9a93 741asy a6 q/19 UNIT ADDRESS: MISTY GROVE Lai 353 27-19-30-506-0000-2760 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 353 MISTY GROVE LANE THORNBROOKE PH 5 LOT 276 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00PuMuultifamilyN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 2..-89-1-.00 STATEMENT ll RECEIVED BY: TPqrrn4.SIGNATURE: G PLEASE WINT NAME) DATE: 1216 17 NOTE TO RECEIVING SIGNATORY[ APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE* * PERT[{ SEMINOLENSACOUNNTTYISEDROAD, THAT THIS LIBRARY AND/OREEDUCATIO DUE AL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Revision Response to Comments 1 0 , City of Sanford Building & Fire Prevention Division Ph. 407.688.5150 Fax. 407.688.5152 Email: buildi @sanfordfl.gov Permit # 17-Zzgg THRU 17- 2 1 Submittalubmittal Date 1/4/17 Project Address: Thornebrooke Townhouse LOTS211- ?C4A Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: Window Products Revised to Plygem ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building SF 1-t6-1Ss Laura Barkman From: Lawrence Yip Sent: Thursday, December 21, 2017 3:01 PM To: Bernard Pallardy; Ronald Haner, Kim Carter Cc: Laura Barkman; Sean Cowdery Subject: RE: Lots 203-210 building 4 Okay, will do ----- Original Message----- tv6cp/L From: Bernard Pallardy Sent: Thursday, December 21, 2017 2:49 PM To: Ronald Haner <RHaner@taylormorrison.com>; Kim Carter <KCarter@taylormorrison.com>; Lawrence Yip lyip@taylormorrison.com> Cc: Laura Barkman <Ibarkman@taylormorrison.com>; Sean Cowdery <SCowdery@taylormorrison.com> Subject: RE: Lots 203-210 building 4 La r, Can you assist with this ASAP. The remaining lots/Bldgs. are 203-210, 211-218, 198-202, 257-263, 271-276. Ron, do we need to submit to Sanford or do you need electric or hard copies to the field. Please advise. Thanks °7 7 17 - R -R8Cr a7a - i7 -aa8; Bernie 3 - A a ` c) a7` l - 7-aa9i Original Message----- 1-5 _ / 7 `L S -, From: Ronald Haner 7 Y - - a a 9,3 Sent: Thursday, December 21, 2017 2:44 PM To: Kim Carter <KCarter@taylormorrison.com> Cc: Bernard Pallardy <bpallardy@taylormorrison.com>; Laura Barkman <Ibarkman@taylormorrison.com>; Sean Cowdery < SCowdery@taylormorrison.com> Subject: Lots 203-210 building 4 Good afternoon Kim, We need plygem product approval for the windows on this building and all of the other buildings they have MI product approval. This is holding up window inspections. Thanks for your help with this. Sent from my iPhone i Florida Building Code Online RECORD COPY Page 1 of 3 ri . 1 F Business & Professional :' SCIS Home I log In I User aegiStrat.on i Mot TopKS I Sulinut Surcharge Stats & Facts Publications I F8C Staff I BCIS Site Map I Links Search 1 r101 0 Product Approval p usea. Public user Product Approval Menu > Pfodutt or Appli[ation Search > Application List > Application octal$ FL # FL16103-118 Application Type Revision Code version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email ol Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com ING SANFp O oFpAR' REVIS N Category Windows Subcategory Single Hung 17-2288- #17-229 Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA 506 AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 10/27/2016 10/31/2016 Year 2006 2008 2005 2008 2011 littps://www.floridabLlilditig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXii 100... 1/2/2018 Florida 131.1ilding Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 11/05/2016 Date Revised 12/20/2017 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHI: No FL16103 R8 C CAC N1011350.01-R3.pdf Approved for use outside HVH2: Yes FL16103 R8 C CAC N1011350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC N1011350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC NI011350.05-R4.odf Other: Refer to installation detail for sizes, configurations FL16103 R8 C CAC NI011350.06-R3.odf and ratings. FL16103 R8 C CAC N1011350.07-R3.odf FL16103 R8 C CAC NI011350.08-R5.odf FL16103 R8 C CAC N1011350.11-R4.odf FL16103 R8 C CAC N10113S0.16-R3.odf FL16103 R8 C CAC NI0113S0.20-R3.odf FL16103 R8 C CAC N1011350.21-113.odf FL16103 R8 C CAC NI011350.22-R4.odf FL16103 R8 C CAC N1011350.2S-111ndf FL16103 R8 C CAC NI013370.02.odf FL16103 R8 C CAC N1013370.03.odf FL16103 R8 C CAC N1013370.04.odf FL16103 R8 C CAC N1013370.05.odf FL16103 R8 C CAC NI013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103 RS 11 PGW181 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R8 AE PER4494 SS 2016-10-20.0df Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16103 R8 C CAC N10113S0.01-R3.odf Approved for use outside HVH2: Yes FL16103 R8 C CAC N1011350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC N1011350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC N1011350.0S-R4.odf Other: Refer to installation detail for sizes, configurations FL16103 R8 C CAC NI011350.06-R3.odf and ratings. FL16103 R8 C CAC NI011350.07-R3.odf FL16103 R8 C CAC N1011350.08-RS.odf FL16103 R8 C CAC N1011350.11-R4.odf FL16103 R8 C CAC N1011350.16-R3.odf FL16103 R8 C CAC N10113S0.20-R3.odf FL16103 R8 C CAC N1011350.21-R3.odf FL16103 R8 C CAC N1011350.22-R4.odf FL16103 R8 C CAC N1011350.25-R3.odf FL16103 R8 C CAC N1013370.02.odf FL16103 R8 C CAC N1013370.03.odf FL16103 R8 C CAC N1013370.04.odf FL16103 R8 C CAC N1013370.05.odf FL16103 R8 C CAC N1013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103 R8 11 PGw182 AT 2016-10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16103 R8 C CAC Ni011350A2-R2.oQ Approved for use outside HVHI: Yes FL16103 R8 C CAC N1011350.14-R2.odf Impact Resistant: Yes FL16103 R8 C CAC NI011350.24-R2.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16103 R8 11 PGw183 SS 2016-10.20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R8 AE PER4495 SS 2W 6-10-20.odf Created by Independent Third Party: Yes https://ww,,v.(loi-idabLiiIdiiig.oi-g/pr/pr_app_cltl.aspx?param=wGEVXQ,,vtDgvyf4tioAX11 100... 1 /2/2018 Florida Building Code Online Page 3 of 3 16103.4 1 Ply Gem 1500 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Impact (As Tested) Certification Agency Certificate FL16M R8 C CAC NI011350.12-R2.odf FL16103 R8 C CAC NI011350 14-R2 odf FL16103 R8 C CAC NI011350.24-R2.odf Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16103 R8 II PGw184 AT 2016-10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Neat Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO487.182e The State of Florida is an AA/EEO employer, copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please click here ProducttAApproval Accepts: 1! 1 Cfedt Card Safe littps:H/ ,vww.floridabuil(iing.org/pr/pr_app_dtl.aspx?param=wGCVXQwtl)gvyf4ngAXh 100... 1 /2/2018 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIREDA7 EACH ANCHOR LOCATION SHOWN 2. 7Hi NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTfD J. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of L 1/2 INCH D ( . WITHOUT CONSIDERATION OF TOLERANCES) TOLERANCES ARE NOT CUMULAIIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REOUIRED A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS) MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION I1 70 WOOD FRAMING USE IS WOOD SCREWS OF SUFFICIENT IENGIN TO ACHIEVE 1 1/21NCH MINIMUM EMS[ DMENI IN70 WOOD SUBSTRATE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. 7 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASEDON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES - A. WOOD • MINIMUM SPECIFIC GRAVITY OF O.SS. PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NON -IMPACT) AS TESTED GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI7H THE CURRENT FLORIDA BUILDING CODE (FBCi, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSAIOI/1.52/A0/0-OS/09/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WI7HS7ANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDA710M IS THE RESPONSIBILI7Y OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. A THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHAH PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL: PVC 7 GLASS MEETS THE REQUIREMENTS OF ASTM E 13OD44 GLASS CHARTS SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 A ELEVATIONS ANCHOR LAYOUTS 3 A ANCHOR SCHEDULE A A VERTICAL SECTIONS 5 A HORIZONTAL SECTIONS 6 A GLAZING DETAILS OVERALL SIZE MAX. DESI6N PRESSURE 6LAZIN6 TYPE MISSILE IMPACT RATING WIDTH HE16HT 35-15/16' BA' 50/- 50 PSF TYPE 61 NON -IMPACT 4072' 50/•50 PSF 46' 72' 50/-50 PSF 52. 1/e• 62' 50/-50PSF 53' 7T 50/• 50 PSF M' 77•1/e• AO/• 40 PSF 53' 77-1/e' AO/• +0 PSF 4e• 1/16' 95.1511V 30/•35PSF 48- 1/16' 95•1511V 25/•30PSF 35- 15/16' 7315/16' 35/•35 PSF 35- 15/16' 73 1511V 50/• 50 PSF 44- 1/16' 77.1/B' 40/-40 PSF TYPE 62 36.1/16' 74-1/16' 50 PSF 35. 7/16' 73.3/2' 35/- 35 PSF 35• ISIIV 6115/16' 35/•35PSF TYPE 63 35. 1/2' 73.1/2' 30/- 30 PSF 40. 1/16' 72• 25/•35PSF N• 15/16• n•1/e• 25/•25PSF II Pay EI 33 N Au1N ST.. PO PDX 559. ROCKY MOUNT. V 2-151 PH $ 0-04•630 FX: 5.0•01•6113 O n G m J iZA7Z <j DILL L= < W Zo < J) LU I Zo zCo m < 2< m V1 < p LUoz< J C m W C x Lu d p N O oI' I T 96 mN mZ VL 00 3f =2 uZ o p OW& U. PGW182 SHEET: 1 OF 6 UNIT MAX WIDTH 53' D.L 0 MAX. WIDTH 4812' — B CIFo 11 DL.O MAX 6 HE16HT 5 E - 35z- 5 t UNIT MAX, HEI6HT 778" 1 SASH IMAX. HEIGHT 36 1 ff'MAX:, WIDTH 506• — - 53• x 77.1/8' UNIT D.L.O. MAX. HEIGHT 508' UNIT MAX HEIGHT 9515. T- UNIT MAX. WIDTH 4816• 01.0 MAX. FWIDTH 43' 4 4 A D 4 4 SASH MAX. WIDTH 45 6• TYPICAL ELEVATION 53' x 77.1/8' UNIT NOTE: SEE SHEET 3 FOR ANCHOR SCHEDULE OF ALL QUALIFIED UNIT SIZE AND DESIGN PRESSURE COMBINATIONS. 4• FROM CORNER, TYP, 7 •O C , FROM TYP. r 54- 4' FROM CORNER, TYP. r 5 FROM IB' O.C.. 6' FROMP CORNER, TYP. CORNER, TYP. l CORNER, TYP. 13 T 0 T 0( T p- ANCHOR AT O' MIDSPAN,TYP 16' O.C., TYP. 72.O.C., lUf TYP. U INSTALLATION U X' ANCHOR, TYP, INSTALLATION ANCHOR, TYP. ANCHOR LAYOUT FIN INSTALLATION 53' x 77-1/8• UNIT ANCHOR LAYOUT FRAME INSTALLATION 53' x 77-1/8• UNIT 6' FROM 7 INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP ANCHOR LAYOUT CLIP INSTALLATION 53' x 77.1/8' UNIT PLyGEM WINDOWS U)NM NST.M BOX 559 uocn NOUNT, v.:.im P .. e.0-0.43.8 Fx: 540-0.461) O m - n w2 oo X LL % I J < V jm Z < Wm • zN V1 W Np 2 n W d W _ C is W m FOf a ^ W e 0 I y M >, cam Zu yz <F c::l" o 3f DWG >Y PGW182 SHEET: 2 OF 6 PLY GEMWINDO`n5 33Nn lwST rolox 5". 40CKV MOUW. V. 24151 n+: No•u••uu rx wo•u.eeu O o 11 3 A LL wZO<= VW1W om < m Z <m Z. p 0 Z < W J G KZ W 11 dmVJp3uj co de d0 t po m J t! ) Z z Z N O o p c 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC ADHERES TO p REQUIREMENTSLAIDOUTINTHISDOCUMENT (I.E. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) Z E n j m2 wh mcg' ZLn 3fiS Z p v DWG #• PGW182 SHEET: 3 OF 6 SERIES I500 SINGLE HUNG WINDOW -ANCHOR SCHEDULE UNIT SIZE DESIGN PaEssuaE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 35. 15/16' bl•15/ib' 35/- 35 PSF 7.50' 7.50' 7.50' 12.00' 8.00' NONE 1200' I6.00' 12.00' 35. 1/2' 73.1/2' 30/-30PSF 7.50' 7.50' 7.50' 12.00' 8.00' NONE 1200' 16.00' 12.00' 35. 7/lb' 73.1/2' 35/•35PSf 7.50' 7.50' 7.50' 12.00' 8.00' NONE t2.00' Ib.Qff 12.00' 35- IS/16' 73-15/16' 35/•35PSF 7.50' 7.50' 7.50' 1200' B.00' NONE' 12.00' 16.00' 12.00' 35- 15/16' 73-15/Ib' 50/•50PSf 750' 7.50` 7.50' 12.00' 8.00' NONE 1200' I6.00' 12.00' 36. 1/Ib' 74-1/!6' 50/•50PSf 750' 7.50' 7.50' l2.00' 9.00' No 12.00' 15.00' 12.00' 35- t5/16' 84' 50/-50PSF 7.50' 750' 7.50' 12.00' 9.00' NONE' 12.00' 1600' 12.00' 40' 72• 50/-50 PSF 7.50" 7 50" 7.50' 14.00' 8.00' NONE 14.00' 15.00' 14.00' a8' 72' 50/•50PSF 7,50' 7.50' 7.50' 12.00' 6.75' NONE t2.00' IS.00' 12.00' 52. 1/8' 62' 50/-50PSF 7.40• 770' 740' 11.00' 6.75' NONE 11.00' 13.50' 11.00' 53' 77' 50/-50 PSF 7 50' 7 50' 7.50' 10.50' 6 00' NONE 14.00' I6.00' 14.00' 44' 77•I/B' 40/•40PSF 7.50' 7.50' 7.50' 16.00' 900' NONE i6.00' 16.00' 16.00' 53' 77•I/8' 40/•40 PSF 7.50' 7.50' 7,50' 13 75' 7.00' NONE 14.00' 16.00' 14.00' 44• I/Ib' 77-I/8' 40/•40PSF 7.50' 7.50' 7.50' I6.00' 9.00' NONE I6.00' I6.00' I6.00' 48. 1/16' 95•IS/Ib' 30/•35PSf 7.50' 7.50' 7.50' 18.00' 9.00' NONE I8.00' 16.00' 18.00' 4B• 1/Ib' 95.15/Ib' 25/•30PSF 7.50' 7.50' 7.50' 18.00' 12.00' NONE 18.00' I600' t8.00' 40. 1/Ib' 72' 25/-35PSF 7.50' 7.50^ 750' CORNERS 12.00' NONE 14.00' 1500' 14.00' 43. 15/Ib' 77.1/B' 25/-25 PSF 7 50' 7.50' 7.50' CORNERS I6.00' NONE 16.00' I6.00' 16.00' CONCRETE/ MASONRY BY OTHERS 1 1/2, MIN. EMBEDMENT CAULK BETWEEN 48 WOOD SCREW CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS u 2X WOOD BUCK BY OTHERS 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT By OTHERS 1 1/4' MAX. SHIM SPACE CIA UNIT D HEIGHT SEE GLAZING •• DETAILS SHEET 6 EXTERIOR INTERIOR I A 1 II 1 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN 3/4' MIN EDGE DISTANCE N8 WOOD SCREW r Pay EM WINDOWS CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS III N —1. sT FOR . 159. 2X WOOD BUCK 6 11/2' MIN. ROCKY IAOUNT.VA 24151 BY OTHERS EMBEDMENT EXTERIOR FINISH PH. 540-48.•a.a Fx. e.o-uwul BY OTHERS SILICONE SEALANT O co BY OTHERS Z i O u Q 3 Mog V119 N a m J 1/4• MAX. Luz O 1=L ,• SHIM SPACE F Chw m ` ZING S SHEET 6 O.A. Z S L. oUNITui GHEIGHT SEE GLAZING a m w DETAILS SHEET 6 EXTERIOR INTERIOR o` 4 HEAD - 2X WOOD BUCK \ 4 HEAD - 2X WOOD BUCK BRICKMOULD FRAME • FIN INSTALLATION ( BEVELED FRAME - FRAME INSTALLATION Z SEE GLAZING I O Z 5 DETAILS SHEET 6 SEE GLAZING, i/ (f) DETAILS SHEET 6 I I SEE GLAZING ~ ZI _ I _ DETAILS SHEET 6 > O Lu EXTERIOR p INTERIOR I VERTICAL SECTION EXTERIOR INTERIOR c o O.A. M / \ MEETING RAIL UNIT Z TYPICAL O.A. HEIGHT u UNIT ilil \ / HEI6HT I ` / 1 _ I/4' MAX Z I1/4• MAX. I SHIM SPACE 00 SHIM SPACE 3/4' MIN. Q r EDGE DISTANCE SILICONE SEALANT SILICONE SEALANT TIIJ BY OTHERS BY OTHERS n EXTERIOR FINISH 11/2• MIN. EXTERIOR FINISH BY OTHERS EMBEDMENT BY OTHERS 2X WOOD BUCK 2X WOOD BUCK BY OTHERS BY OTHERS CAULK BETWEEN °• • CAULK BETWEEN °• ' e ,, CRETE/ MASONRY 6 2X °' % 'e !t8 WOODSCREW CONCRETE/ MASONRY 6 2X • L 1/2' MIN. '•' 1y m ' co ZW-1N MOOD BUCK By OTHERS INSTALLATION ANCHOR WOOD BUCK BY OTHERS EMBEDMENT < O; 3 i i S v Z 3/4• MIN. 08 WOOD SCREW O u 1^ CONCRETE/ MASONRY J •• EDGE DISTANCE CONCRETE/ MASONRY o BY OTHERS BY OTHERS INSTALLATION ANCHOR DWG #: q VERTICAL SECTION p VERTICAL SECTION PGW182 4 SILL • 2X WOOD BUCK 4 SILL - 2X WOOD BUCK SHEET: BRICKMOULD FRAME - CLIP INSTALLATION BEVELED FRAME - FIN INSTALLATION 4 OF 6 1 1/2' MIN. EMBEDMENT 08 WOOD SCREW 1/4• MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. EDGE DISTANCE ' SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X I WOOD BUCK BY OTHERS 2X WOOD BUCK . o BY OTHERS EXTERIORFINISH EXTERIOR BY OTHERS O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH J HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. B WOOD SCREW EMBEDMENT INSTALLATION ANCHOR 1/4' MAX. SHIM SPACE 3/4' MIN. INTERIOR EDGE DISTANCE . SEE GLAZING CONCRETE/ MASONRY DETAILS SHEET 6 BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS / 2X WOOD BUCK I BY OTHERS EXTERIOR FINISH ` BY OTHERS EXTERIOR SILICONE SEALANT O.A BY OTHERS UNIT WIDTH G HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BEVELED FRAME - CLIP INSTALLATION 3/4' MIN. EDGE DISTANCE INTERIOR SEE 6LAZING DETAILS SHEET 6 u8 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 1 1/2' MIN EMBEDMENT 2X WOOD BUCK BY OTHERS EXTERIOR FINISH f BY OTHERS EXTERIOR SILICONE SEALANT BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION 1 1/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR 08 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN y- CONCRETE/ MASONRY 6 2X r . WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS I 3/4' MIN. EDGE DISTANCE SEE GLAZING DETAILS SHEET 6 o EXTERIOR FINISH BY OTHERS EXTERIOR O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION PLyGEM WINDOWS 4UN6utu ST, j4j » QQ((Y 61QyNi, .VVA I.NI ON. 540.484.6146 Fx. 5.0.44.6621 O n gZ ic u it., c 3 NmnNABw w 2 dZLL u hui C N c M o m i goOZ W J ( R X d m W o F W m oar CJ c s ul Z 2 O Z N N 0 a H r LL) o W 0 CL M > OD m VI m Z •Wj Vl o$ 3f == NZ c u DW6 PGW182 SHEET: F OF 6 140" PLYGEM tiINI)OWS 33N MIN ST..ro Box 5". OOCKV MOUNT. VA 14151 IN 540.44•6348 ix 540•14•6663 O n Qz utt< 3 7i3 I>g 7/ 8' O.A. 7/ 8' O.A. N F m ^ INSULATED N ZINSULATE ANNEALED ANNEALED w = C ' u EXTERIOR — I GLASS UNIT EXTERIOR/ — \ GLASS UNIT v)f N m 2m< m N LU cc CL co om _ LU 1/ 2' MIN. TYP. !/2' MIN. T E , INTERIOR g Q ^ Z GLASS BITE i INTERIOR GLASS BITE TWO- SIDED DOW 1199 6LAZIN6 TAPE c ck SILICONE GLAZING DETAIL 1 GLAZING DETAIL 2 T N m v / Z Z O o H o 13/ 16' O.A. w w C INSULATED W ANNEALED EXTERIOR — GLASS UNIT I I ° z ` I 1/ 2' MIN, TYP. INTERIOR GLASSBITEiCOMPRESSION GLAZING TAPE GLAZING DETAIL 3 r1 j: co 3f _vz 0 DWG ts: PGW182 SHEET: 6 OF L Florida Building Code Online Page l of 2 li ProfessionalBusiness & a r SCIS Home 1 Log In 1 User Registration ; not Topics Submit Surcharge Slats 6 Facts ( Publications FaC Stall SCIS Site Map Links Search j dba r 1Je Product Approval I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Oetall FL # FL16100-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 10/27/2016 02/13/2017 02/14/2017 Year 2005 2008 2011 littps://\vww.(loridabLlilding.org/pr/pr_app_dtLaspx?param=%vGI-VXQwtDgvyf4ngAXh 10y... 1/2/2018 Florida Building Code Online Page 2 of 2 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 16100.1 Ply Gem 1500 Integral Mull (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16100 R5 C CAC N1011395.02-111adf Approved for use outside HVH2: Yes FL16100 RS C CAC N1011395.03-R3.odf Impact Resistant: No FL16100 RS C CAC N1011395.05-R3.odf Design Pressure: N/A FL16100 R5 C CAC NI011395-R3.odf Other: Refer to installation detail for sizes, configurations FL16100 R5 C CAC N1011884.01-RS.odf and ratings. FL16100 RS C CAC N1012583-R2.odf FL16100 RS C CAC NI013370.07.odf FL16100 R5 C CAC N1013370.08.odf FL16100 R5 C CAC N1013370.09.odf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL16100 RS 11 PGW191 SS 2017-02-11.odf Verified By: Hermes F. Norereo 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4S00 SS 2017-02-11.odf Created by Independent Third Party: Yes 16100.2 Ply Gem 1500 Integral Mull (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16100 R5 C CAC NI011395.02-R3.odf Approved for use outside HVHz: Yes FL16100 R5 C CAC N1011395.03-111odf Impact Resistant: No FL16100 RS C CAC NI01139S.OS-113.odf Design Pressure: N/A FL16100 R5 C CAC N1011395-R3.odf Other: Refer to installation detail for sizes, configurations FL16100 R5 C CAC NI011884.01-RS.odf and ratings. FL16100 RS C CAC N1012583-R2.odf FL16100 R5 C CAC NI013370.07.odf FL16100 R5 C CAC NI013370.08.odf FL16100 RS C CAC N101331M09.odf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL16100 R5 11 PGW192 AT 2017-02-1 l.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4501 SS 2017-02-11.odf Created by Independent Third Party: Yes Bock Nclrt Contact Us .: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487.1824 The State of Florida is an ANEW employer. Coovrioht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement •: Refund Statement Under Florida low, email addresses ate public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395 *Pursuant to Section 4S5.275(t ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The email provided may be used for Official communication with the licensee. However email addresses are public record R you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S , please clock here . Product Approval Accepts: k® Credit Card Safe littps://www.noridabLlilCliilg.ol•g/pl•/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4iigAXh I Oy... 1 /2/2018 INSTALLATION NOTES: 1. ONE Ill INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLA71ON ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF S1/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. o. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING. SHIM(S)• MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD SCREWS Of SUFFICIENT LENGTH 70 ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 7 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD -MINIMUM SPECIFIC GRAVITYOF 0.55. PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW NON -IMPACT) AS TESTED 6ENERALNOTES:• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBQ. EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WOMA/CSA 101/I S.2/Aa0-0S/OB/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 70 THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REOUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCM CT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS, S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 B ELEVATIONS 6 GLAZIN6 DETAILS 3 B ANCHOR SCHEDULE B VERTICAL SECTIONS S 1 B HORIZONTAL SECTIONS OVERALL SIZE CONFIGURATION MAX.DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHNEI614T 35/- 35 PSF 71.1/2' 73.1/r OX or XO or XX 50/- 50 PSF xx 50/- 50 PSF 110.1/2' 71.15/16' OX or x0 25/- 35 PSF xx AO/- AO PSF 84d/4' 77-1/8• OX or XO 45/- 45 PSF 107.1/2' 73.1/2' xOX 30/- 30 PSF CK or )CX0 or 35/- 35 PSF 107.5/8' 73.7/16' OXX or OOX or xo0 or oxo or XOX 50/- 50 PSF NON -IMPACTXXXorXXOor 107-7/1V 73.7/16' OXX or OOX or xoo or oxo or 25/-10 PSF xox XXX or xx0 or 107.7/16' 77.311V OXX or 00x or xoo"oxo or 25/- 35 PSF xox XXx or XXO or 109.1/16' 74.1/16- OXX or OOX or xoo or oxo or 25/- 35 PSF xox xxx 40/- 40 PSF XXO or OXX or121.2/16' 77.1/16- OOX or Xoo er 5/..5 PSF oxo or xox NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFI6URATIONS Or" PLYtv(rFp0u 5 33 N..IN ST, 00 FOX S'A. ROCrY A101.047, VA I.151 M. SAD•UH3U FX- SW 46.66S3 ZOo Z wt u ZL o 4 8 = zw S a UJS 0 Of W m < W; nz zo m Z <m jN F- W a =-I n t LuF n o ni O O V) W VI Z No O W V1 et .. H 0 Z w N Of N co W °o WO O p N W y N_ T F oD Z _1 YLL aF C N 3 ti= N Z o DW6 PGW192 SHEET: 1 OF I SASH D.L.O. MAX. 6 HEIGHT S 358' E UNIT MAX. 5 HEIGHT 1 7716' SASH MAX. HEIGHT 3716' 1 1 UNIT MAX. WIDTH 12116' 01.0 MAX. SASH MAX. WIDTH 353• WIDTH 3712• e ; :F z I - Z 4 4 TYPICAL ELEVATION TRIPLE UNIT SERIES 1500 INTEGRAL MULLED WINDOW UNIT TYPE QUALIFIED CONFIGURATIONS TWIN UNITS xx XO Ox TRIPLE UNITS xxx XXO Oxx OOX XOO OXO XOX UNIT MAX. / , P 1 " f EMWIDTHB48' LYWIINNDOWS 010 MAX, SASH MAX. III MAIN S1„10 OX YN, WIDTH 371,' WIDTH 396' ROCKV MOUNT, VA t4151 e c tw: 9A0.404.048 iX 54 0 644ui Z Z tt e D.L.O. MAX. 6 Ld 3 Z W .Z+ i g x HEIGHT S 'Cr 0 I x FIXED UNIT MAX. 35$ 5 wW pWD.L.O. MAX. HEIGHT H0 , m NHEIGHT72 ' 778 N W ZSASHMAX4wd6coW0HEIGHT •X' 'X' Lu e aQ^ 3F p 0 0 D mof ~ NWzNOTE: TYPICAL ELEVATION Z "q o SEE SHEET 3 FOR ANCHOR LAYOUTS 6 TWIN UNIT Q oul SCHEDULEOFALLQUALIFIEDUNITSIZE )--I Z Z w AND DESIGN PRESSURE COMBINATIONS. O M of HWmW ° OZ p Z O p N W 7/ 8• O.A. 7/8' O.A. Ln INSULATED INSULATED ANNEALED ANNEALED Z < m EXTERIOR GLASS UNIT EXTERIOR GLASS UNIT I 1 p I/2' MIN. T E INTERIOR 1CL MIN T E INTERIOR GLASSBITE / GLASS BITE 7 DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE GLAZING DETAIL 2 FOR USE IN ANY LITE FOR USE IN SINGLE HUNG N FIXED OR SASH) FIXED LITES ONLY ' a0 .c m Z u p ni 3 'J' S S u Z DW6 r3: PGW192 SHEET: 2 OF 5 4" FROM 8"OC,i- TYP. 4' FROM CORNER. TYP. 8' 0 C.. INSTALLATION I I' TYP. ANCHOR, TYP. TYPICAL ELEVATION FIN INSTALLATION 121.1/16' x 77.1/I6' UNIT SERIES 1500INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE INSTALLATION TYPE d ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 71 1/2' 80I/2" 73 1/2- I7115/16- TWIN 8.00" 8.00' 8.00' MIDSPAN MIDSPAN 18.00' 1800' 16.OD' 18.00" 800' S.OD" 8.00' MIDSPAN MIDSPAN 1800' I800' 16.00" 18.00" 84 1/4' 77 I/8' 800" 8.00' 8.00' MIDSPAN MIDSPAN 18.00' 18.00' 16.00" 18.00" 1071/2" 731/2' TRIPLE 800' 8.00" 8.00' MIDSPAN MIDSPAN 1800" IS00" 16.00' 18.00' 107 5/8' 73 7/16" 8.00" 8.00" 8.00- MIDSPAN MIDSPAN 18.00" 1800" 16.00" 18.00" 107 7/16' 73 7/16' 8.00' 8.00' 800' MIDSPAN MIDSPAN IS 00' 18.00" 16.00" 18.00' 107 7/16* 773/16' 800' 8.00' 8.00' MIDSPAN MIDSPAN 18.00' 1800' 16.00' 18.00' 109 1/16' 74 1/16" 8.00' 8.00" 800' MIDSPAN MIDSPAN 18.00' 18.00' 16.00' 18.00' 121 1/16' 77 1/16' FEE 800" 8.00' MIDSPAN MIDSPAN 18.00" 18.OD- 1600' 18.00' I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2 FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE, ETC ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD d JAMBS. FIN INSTALL AT SILL) 54FROM 6. TYP. MIDSPAN, CORNER, TYP.-I r r r P. 542. FROM CORNER, TYP. MIDSPAN, TYP. L 6' FROM CORNER, TYP. - TYPICAL ELEVATION FRAME INSTALLATION 84. 1/4' x 77.1/8' UNIT 6* FROM CORNER, TYP. u I8, OP. TYPICAL ELEVATION CLIP INSTALLATION 84- 1/4" x 77-1/8' UNIT INSTALLATION ANCHOR, TYP. NSTALLATION ANCHOR AT CLIP, TYP. 6' FROM CORNER, TYP. 16" O.L., TYP. INSTALLATION ANCHOR AT CLIP, TYP. 1A PLy w1NaA s GEM 433 N MATH ST.. PO box $59. OOCCV A%OWT, VA t4151 FH SW-u..uU Fx: $406444q ZOp m I 5 3 W uZihP w dm N! z O IL w a X. ioW p < m Z H m i NZzp0Z< y w wog: mwC b day p in a N_ mi < m Z oN v2 3p u N DWG #: PGW192 SHEET: 3 OF 5 CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN, BY OTHERS ,' PLy GEMEMBEDMENT3/4" MIN. UB WOOD SCREWCAULKBETWEENtt8WOODSCREWCAULKBETWEENEDGEDISTANCE W1N1)ON/S CONCRETE/ MASONRY 6 2X CONCRETE / MASONRY 8 2X INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK By OTHERS WOOD BUCK BY OTHERS " C 2XWOODBUCK 11/2"MIN. 40MMan+iroF241512XWOODBUCKa BY OTHERS 3/4" MIN. BY OTHERS EMBEDMENT EXTERIOR FINISH E06E DISTANCE EXTERIOR FINISH BY OTHERS BY OTHERS pm, 5.o.•u•au%• s•o-Au•wu SILICONE SEALANT SILICONE SEALANT Z O BY OTHERS BY OTHERS ; Z i a e F o o$ SHIM MAX. SHIM SPACE 1/4" MAX. o 0 SHIM SPACE w C p m < OfFnjW • It! co UNIT . SEE GLAZING N 1DETAILSO.A. 1 uZ'j0 z Z LuHEI6HT k UNIT D lii ccj c< c Ui HE i SEE GLAZING DETAILS SHEET 2 — y \ SEE GLAZING w m DETAILS SHEET 2 d Q ^ 2 EXTERIOR INTERIOR \ 1 EXTERIOR INTERIOR yW — F ai 1 / o p 0 0 g VERTICAL SECTION r ° \ C VERTICAL SECTION m W N 4 HEAD - 2X WOOD BUCK \ 4 HEAD - 2X WOOD BUCK h ZO BRICKMOULD FRAME - FIN INSTALLATION 1 BEVELED FRAME - FRAME INSTALLATION W N 0 SEE GLAZING I H Z DETAILS SHEET 2 SEE GLAZINGZ W O Z O1 DETAILS SHEET 2 I SEE GLAZING v o 2 VERTICAL SECTION ; _ DETAILssHEErz LIJ o EXTERIOR i \ INTERIOR I EXTERIOR I INTERIOR c Z A MEETING RAIL I \ O p 4 TYPICALO. A. 1 I ' W UNIT 1 > _ I- HEI6HT I ut 1 — 1/ 4• MAX. O t m I/4• MAX. I SHIM SPACE Z SHIM SPACE pp 3/4" MIN. Q EDGEDISTANCESILICONESEALANT SILICONE SEALANT r BY OTHERS BY OTHERS EXTERIOR FINISH 1 1/ 2" MIN EMBEDMENT EXTERIOR FINISH BY OTHERS BY OTHERS 2X WOOD BUCK 2X WOOD BUCK BY OTHERS BY OTHERS CAULK BETWEEN e CAULK BETWEEN a D i CRETE/ MASONRY A 2X a .• tt8 WOOD SCREW CONCRETE/ MASONRY d 2X 1 1/2" MIN, Z m Z U. cH lu OODBUCKBYOTHERSINSTALLATIONANCHORINSTALLATIONWOODBUCKBYOTHERSEMBEDMENTpu2uuZCONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY Y8 WOOD SCREW p DWG 0: BY OTHERSBYOTHERSINSTALLATIONANCHORqVERTICAL SECTION p VERTICAL SECTION Pc7W192 4 SILL - 2X WOOD BUCK 4 SILL - 2X WOOD BUCK SHEET: BRICKMOULD FRAME - CLIP INSTALLATION BEVELED FRAME - FIN INSTALLATION 4 OF 5 1 1/2' MIN EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR—\ 3/4' MI EDGE DISTANCE ' 1/4' MAX. SHIM SPACE INTERIOR SEE GLAZI146 DETAILS SHEET 2 CONCRETE/ MASONRY f b BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK o BY OTHERS EXTERIOR FINISH • v • EXTERIOR BY OTHERS O.A SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FRAME INSTALLA710N 1 I/2' MIN 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I _\ I[-- 1/4' MAX. SHIM SPACE 3/4' MIN. INTERIOR EDGE DISTANCE' O SEE 6LAZIN6 CONCRETE/ MASONRY DETAILS SHEET 2 BY OTHERS ' CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK SEE GLAZING BY OTHERS o DETAILS SHEET 2 EXTERIORFINISH BY OTHERS EXTERIOR SILICONE SEALANT O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BEVELED FRAME - CLIP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/4'EDGE CONCRETE/MASONRY pISTANCE BY OTHERS INTERIOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 1 1/2' MIN. v -EMBEDMENT SEE GLAZING x WOOD BUCK DETAILS SHEET 2 BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR SILICONE SEALANT BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION INTERIOR EXTERIOR HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL GLAZING AILS SHEET 2 O` PLy GEMWINI)O:tiS II N MAIN $i . Fp sox 5". Nall AWMI. VA 2.151 FN s.0•0.43.8 Fx. 540-.44460 ZOo M 0 M' S mDp3CYle, W p mJZ WX J O x K LUXW CC W 2 ov m < wZ N h m Z 11 m 0 Ox c oz< SW < J pz coW W m 1LF ri ri o 0 1u N_ T C N ti 2LLx V Z o V DWG #• PGW192 SHEET: 5 OF 5 Florida Building Code Online Page I of3 RegulationBusiness & Professional SCIS Home I Lop In I User Registration Hot Topics ; Submit Surcharge I slats s Facts ; Publication FBC Staff SCls Site Map Links search F101ida a Product Approval USER: Public user L bor Product Aooroval Menu > Product or Aookcatan Search > Aoolication List > Application Detail FL # FL16104-113 Application Type Revision Code Version 2014 Application Status Approved Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email X Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S 2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/27/2016 Date Validated 10/31/2016 littps:Hww\v.floi-idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\vtDgvyf4iigAXIi I Ow... 1/2/2018 Florida 131.1ilding Code Online Page 2 of 3 Date Pending FBC Approval Date Approved Date Revised sects 11/05/2016 12/20/2017 FL tt Model, Number or Name 16104.1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Description Fixed Window, Non -Impact (Alt. Substrates) Certification Agency Certificate FL16104 R3 C CAC N1011337.02-R2.odf FL16104 R3 C CAC NI011337.03-Rl.odf FL16104 R3 C CAC N1011337-RI.odf Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16104 R3 11 PGW177 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4498 SS 2016-10-20.odf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104 R3 C CAC N1011337.02-112.odf Approved for use outside HVHZ: Yes FL16104 R3 C CAC N1011337.03-Rl.odf Impact Resistant: No FL16104 R3 C CAC N1011337-Rl.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16104 R3 11 PGW178 AT 2016-10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104 R3 C CAC N1011337.04-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Other: Refer to installation detail for sizes, configurations Installation Instructions FL16104 R3 II PGW179 SS 2016-10-20.odf and ratings. Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4499 SS 2016-10-20.odf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104 R3 C CAC N1011337.04-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations FL16104 R3 11 PGW180 AT 2016-10-20.odf and ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Ndal Contact us •: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone, 850.487.1824 The State of Florida is an AA/EEO employer. Coovraht 2007.2013 State of Florida.:: Privacy Statement :. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your a -mad address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact SS0.487.1395. -Pursuant to Section 45S.275(1)• Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address d they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which Uri be made available to the public. To determine d you are a licensee under Chapter 4SS, F.S., please CI.Ck here Product Approval Accepts: alp. https:/hvww.(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGLVXQwtUgvyf4ngAXh 10w... 1 /2/2018 Florida Building Code Online Page 3 of 3 Credit Card Sate https://www.floridabLlilditig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh I Ow... 1 /2/2018 INSTALLATION NOTES: 1. ONE II) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 1HE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH D.E., WITHOUT CONSIDERATION OF TOLERANCES) TOLERANCES ARE N07 CUMULATIVE FROM ONE INSTALLATION ANCHOR 70 THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FOR INSTALLATION INTO WOOD FRAMING USE 88 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 8 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRA7ES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEAEIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES, A. WOOD • MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS SERIES 1500 FIXED WINDOW NON -IMPACT) AS TESTED GENERAL NOTES 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSAIOIAS.2/AUO-OS/08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2W BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7 GLASS MEETS THE REQUIREMENTS OF ASTM E 2300-04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION & GENERAL NOTES 2 A ELEVATIONS 3 A ANCHORLAYOUTS 4 A VERTICAL SECTIONS & 6LAZING DETAIL 5 A HORIZONTAL SECTIONS OVERALL SIZE REQUIRED GLASS TYPE MAX DESI6N PRESSURE MISSILE IMPACT RATEN6WIDTHHEI6HT 49.1/8' 96' ANNEALED 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 40/- 45 PSF 120.1/16' 56' TEMPERED 45/- 50 PSF 4• Pay 413N .IN ST_ FO sox 559. ROCKY MOUNT, VA Z4151 M' 540-494.6346 FX- 940-484.6693 vgz 1.1 TL 8_ ^ Wig om Lu3 ILUW <Z V p W r hI, com Z m Z i pW p< W,1I C p < m ui 0 is LU aD o Q f 1yF c N p O IICp = to X z I 0: GW178 T: 1 OF 5 Payh 33 N -IN ST.. ro kox $". ROCKY MOUNT. VA N151 PM. 540-464eI4@ rx: 54o464•RuI 0 UNIT MAX. Z 6 a 3 Z r 8 1WIDTH72' N Z o n C om UNIT MAX. D.L.0 MAX. W, O 1 LL xOl WIDTH 120 6' WIDTH 67}' o X W mW DLO MAX. B C u. °D z i p p Z c WIDTH 115Z' p Z B CW+ o /mm11 W o 1 4 Lu c UNIT MAX. °` 01HEIGHT 6 H p 6 H 9. o UNIT MAX. D L.0 MAX 5 S S F m HEIGHT HEI6HT 5 •1y 56' S12 Z 1 - 7 O DHEIGHT LO_ Z w O a 1 1 912• IN-1 K Vco LL A D L l (L L O O W Cp .. TYPICAL ELEVATION pW 120.1/16' x 56' UNIT 'A. TYPICAL ELEVATION 72' x 96' UNIT µ! _N1Fm CO coZ o^ 3T " = 2 u 2 p V V1 DWG 9: PGW178 SHEET: 2 OF 5 5q' FROM -I I— CORNER.TYP 1 (W, H) iH (H) NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA 4' FROM l 1 7'OeC., CORNER TYP I I- 18' O.C., TYD, ANCHOR LAYOUT FRAME INSTALLATION 120.1/16' x 56' UNIT NOTE: USE OF EITHER BRICXMOULO OR BEVELED FRAME TYPES I5 QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN P914 4.1 I V TA 166P% W W I FIN INSTALLATION 120-1/16' x 56' UNIT r 54' FROM i CORNER, TYP. m INSTALLATION ANCHOR, TYP 6' FROM CORNER, TYP. 4• FROM CORNER. TYP. 7' O.C. TVP. ILLATION ANCHOR, TYP. 18' O.0 , 6' FROMTYP. J CORNER, TYP. w Z16'O.C, TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION 120-1/16' x 56' UNIT ANCHOR AT CLIP, TYP. WJAMB 0 PLy GEM 1NIND0`NS 423 N MAIN ST„ M fox SN. 4OCI.Y MOUNT, VA 24151 M. 540 494.6348 fx 5406494.6682 m 8G h of n VI IZ w> m n 7 UJ W NX Um< U is 0W cZ< ZC _ WCco W / m o 0 0. vv Z Z0N O N1 H o LU H m U. V) o p LU I Ul 120 1/t6' 56' •45 /-50 PSF 7.00' 7.00' 7.00' 18.00' 21.00' 18.00' 0' ^' R 11! m2 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING TS N Y = Z QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. = u In 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48.1/8' WIDE OR LESS. FOR UNITS EXCEEDING 48-1/8* IN WIDTH ANCHORS E REQUIRED AT THE SILL. 3. ANCHOR METHODS MAY BE INTERMIXED S LONG RAS ANCHOR SPACING. TYPE, ETC. ADHERES TO PG W 178 REQUIREMENTS LAID OUT IN THIS DOCUMENT (T.E. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) SHEET: 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. 3 OF 5 CONCRETE/MASONRY CONCRETE/MASONRY 1 1/2' MIN. PLY GEMBYOTHERSBYOTHERS EMBEDMENT 3/4' MIN. sIB WOOD SCREWCAULKBETWEEN08WOODSCREW CAULK BETWEEN EDGE DISTANCE VJINDOVA CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR CONCRETE/ MASONRY d 2X INSTALLATION WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS ANCHOR J 2X WOOD BUCK 1 1/2' MIN •IQOM. &JNT. o ?o151s9. 2X WOOD BUCK ° , BY OTHERS 3/4' MIN BY OTHERS EMBEDMENT EXTERIOR FINISH EDGE DISTANCE EXTERIOR FINISH n.y.au.-aou x f.au.•eu BY OTHERS '' BY OTHERS SILICONE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS 3 `^ ttg0ofZitnp W N>^ x D SHIM 1/4'MAX. w 3 j `ZF^ a0 = x SHIM SPACE 1/4' MAX. u SHIM SPACE wof w " j p m UNIT / m .. ~ m I ) CIA O.A/ p 3z5 HEIGHT UNIT I ) U J G Z & SEE GLAZING HEtGHr 65 / SEE GLAZINGDETAILSHEET4 \ _ DETAIL SHEET 4 EXTERIOR INTERIOR 7/8' O.A. INSULATED ,p 1 GLASS UNIT EXTERIOR INTERIOR TEMPERED OR EXTERIOR ' — ANNEALED GLASS) p p VERTICAL SECTION I VERTICAL SECTION N 4 HELD - A WOOD BUCK 4 HEAD • 2X WOOD BUCK OBRICKMOULDFRAME • FIN INSTALLATION BEVELED FRAME • FRAME INSTALLATION u1/2' MIN TYP. OGLASSBITEiINTERIOR Z 5. DOW 995 I --I O LU SEE6LAZI16 SILICONE GLAZING DETAIL SEE GLAZING ; zDETAILSHEET4DETAILSHEETa EXTERIOR — INTERIOR NOTE: W 0 0 A SEE SHEET 1 FOR REQUIRED EXTERIOR — INTERIOR o UNIT / \ GLASS TYPE BASED ON UNIT W HEIGHT I I SIZE. UNIT / \ I HEI6HT I 1 1/4' MAX. 0 < 1/4' MAX. SHIM SPACE Z SHIM SPACE 1 3/4' MIN. EDGE DIST. SILICONE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS EXTERIOR FINISH 1 1/2' MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS BY OTHERS 2X WOOD BUCK 2X WOOD BUCK---.-'-'-' FFBBYOTHERSBYOTHERS WOOD SCREW CAULK BETWEEN CAULK BETWEEN INSTALLATION CONCRETE/ MASONRY 6 2X a #8 WOOD SCREW CONCRETE/ MASONRY 6 2X a . - ANCHOR m < m Z vl WOOD BUCK BY OTHERS 3/4' MIN INSTALLATION ANCHOR WOOD BUCK BY OTHERS 1 1/2' MIN. N Z3110 a 2= lu u Z CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY EMBEDMENT p ., DWG $$: BY OTHERS BY OTHERS eVERTICAL SECTION p VERTICAL SECTION PGW178 4 SILL - 2X WOOD BUCK 4 SILL - 2X WOOD BUCK SHEET: BRICKMOULD FRAME - CLIP INSTALLATION BEVELED FRAME - FIN INSTALLATION 4 OF 5 1 1/2' MIN 3/4' MIN. nB WOOD SCREW EMBEDMENT I EDGE DISTANCE ~I INSTALLATION ANCHOR B WOOD SCREW 1/4'MAX. MAX.CONCRETE/MASONRY 9 _PLy GEMINSTALLATIONANCHOR SHIM SPACE SHIM SPACE /' BY OTHERS WINDO` S 1 INTERIOR INTERIOR CAULK BETWEEN CONCRETE/ MASONRY & 2X 4110 MAIN ST. p BOX 559. pan MOUNT. v. t419 3/4' MIN WOOD BUCK BY OTHERS EDGE DISTANCE PHp40.4N43411FX e40-04•6") I SEE 6LAZIN6 SEE 6LAZING 1 DETAIL SHEET 4 DETAIL SHEET 4 ' •• 1 1/2' MIN ^ n CONCRETE/ MASONRY f ! o ;EMBEDMENT 0 Z d g BY OTHERS i— N w W N m n CAULK BETWEEN / .Wi 3 J cotO V LL CONCRETE/ MASONRY 6 2X I I I ° X WOOD BUCK NLu i Wm M WOOD BUCK BY OTHERS • NBYOTHERS LL m Z w m2XWOODBUCK t, BY OTHERS \ ' BY OTHERS EXTERIOR FINISH 2 LuG _3 c Z t EXTERIOR FINISH ' ° EXTERIOR EXTERIOR W BY OTHERS SILICONE SEALANT uj Q. a F BY OTHERS O.A. O.A. W SILICONE SEALANT UNIT UNIT h a BY OTHERS WIDTH WIDTH p ao 0 HORIZONTAL SECTION F HORIZONTAL SECTION m 5 JAMB - 2X WOOD BUCK 5 JAMB - IX WOOD BUCK T) vizBRICXMOULDFRAME - FRAME INSTALLATION BRICXMOULD FRAME - FIN INSTALLATION O 1 1/2' MIN. 1 1/2' MIN, h OHIJJBWOODSCREWIEMBEDMENTEMBEDMENT tt8 WOOD SCREW Z LU INSTALLATION ANC HOR 1/4' MAX. ui p U SHIM SPACE 1/4' MAX. INSTALLATION ANCHOR I --I .d4 LL SHIM SPACE CONCRETE/ MASONRY i Qi Z 3/4' MIN BY OTHERS 111 `^ O EDGE DISTANCE CAULK BETWEEN ao INTERIOR INTERIOR WCONCRETE/ MASONRY A 2X 1 WOOD BUCK BY OTHERS 2X WOOD BUCK Ln SEE GLAZING SEE GLAZING BY OTHERS aCONCRETE/ MASONRY _ j^ DETAIL SHEET 4 DETAIL SHEET 4 BY OTHERS CAULK BETWEEN — — 3/4' MIN. EDGE DISTANCECONCRETE/ MASONRY 6 2X ' WOOD BUCK BY OTHERS / 2x WOOD BUCK I I 9 BY OrHERi ..• O 1 / / EXTERIOR FINISH i o • EXTERIOR FINISH BY OTHERS BY OTHERS EXTERIOR EXTERIOR N m T W SILICONE SEALANT 2 CIA O.A. SILICONE SEALANT 96 cc Y Z F BY OTHERS UNIT UNIT BY OTHERS <p = 1 " v = N Z WIDTH WIDTH 4A DW6 tt: HORIZONTAL SECTION J HORIZONTAL SECTION P$$: 5 JAMB - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME -FRAME INSTALLATION SHEET: 5 OF 5 DESCRIPTION AS FURNISHED: Lots 271; 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, as recorded in Plot Book 81. Pages 68 through 69 of the Public Records of Seminole County, florido. BOUNDARY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. OR 276 MIS ARE NOT AdPERVIM AREAV1CAL2,t2fSOFT. 770 SOFT. 458 Sarr' 9 SOFT. LANAI - 93 SOFT. tLREEZL vAY. N/A SOFT. PAVER DRAtWAY. 400 SORT. rC SOFT. PAYER W.VMI'AY - 6 SOFT. IMPERVIOUS- 62.7 x 1.330 SOFT. 500 - 376 SOJT. 179 SOFT. APRON - st SO.FT. SIDEWALK- 112 SO.rr. SOD - 16 SOFT. AREA - 2,300 SOFT. DRIVEWAY - 451 SOFT. SIDEWALK - 110 sorr SOD .392 50 FT CRUS.47 LEGEND 1w It. • vat tryI s CCRTUSD 91: I w UNE P.C.To, IANDSGIPVOPEN SPAav% NAG"-UFENC&/VTfi ES) N 89'57' 49" E z.a' 22 nn' 22 nn' 22 nn' 22 nn' 22.33' 10.00' ` 10.00' taco• 1000' 10.00' 10.00' LOT 271 101272 LOT 273 LOT 274 LOT 275 LOT 276 2F to 9 to c u 20. 0 i I 34.3' 34.3' u L1. 2' I z2• FORMBOARD FOUNDATIONI ITOPOFFOPS= 26.00' s o. 2 0 1 W W W j 2. 0' e g o g o$ oIg oI8 2. 0 N NNNF. FE-25.9' N 1 WILLOW O O I l7etCH I O n I aVic 3.7' ri 24.7' ri I J.7' I 34. 7' i 34. Y 25. 00' 2100' - I - - 29.00* - 29.00' I 25. 00' 2$,00 t0' LRri. ESMf. Y' 9 PROPOSED F7NSHED SPOT GRADE ELEVATIONS PER ORAW40E PLANS LOT 272. 275. NOTE PAVER REA6S ARE NOT UDED W 04PERVIOUS AREA LOT ARC4 LOT- 2.090 LIVING - 8.94 SOFT.' GVW. E 219 SDFT. PAVER EMR1 - >B SOJT. LANAI 102 SOFT. IiR Ll1'AY- NN//A SOFT. o PAVER DRIVEWAY 225 SOFT. i9JEq/C PAD - 9 S017. V PAYER WALKWAY - 48 SOFT. LWI) MOU6- 60.0 x 1= 4 SOFT. SOD 7 SOFi i R/W - 176 S03T. APRON - 30 SOFT. SIDEWALK - 110 SOFT. SOD 36 SOFT. wOi[ O AREA - 2.266 SOFT. O to DRIVEWAY - 255 SOFT. O SIDEWALK - 158 SOFT. O 500 SO.rT. 4 O LOT 273 OR 274 En NOTE: PAVER M04 ARE NOT 1 INCLUDED IN AIPO?VX" AREA I 0 CU LOT - 2.O190 -SOFT. LIVING - 824 SOFT. GARAGE 259SOFT. PAVER 1747RY . M SO.". LANAI 102 SOFT. PAVER ORWWAY- 261 SOFT. DRIVEWAY - 261 SOFT ' A C PAD - 9 SOJT. PAVER M WAY - 25 SOXT IMPERVIOUS- 57. 1 x 1.194 SO.R. SOD542 SOFT. R/W - 176 SOJT. 6.4s22.33' 22.00• zz.00' 22.00' zz.00" zz.33 APRON - So. 51DEwAUE -_ 1, 010 sarr: S 89' 57' 49" W soo zs so Fr. AREA - 2. 266. SOFT. DRIVEWAY - 291 SOFT. MISTY CROVE LANE (40' R/W) TRACT A s0 t w" T. MEYER-SCOTT ASSOC,INC. - LAND SURVEYORS 27 32 OR. AL( 146 a tR[ ,.. : Ic out. MOS1T sett - 1' • !D'-. DILAI•'N On 1.setc araNa 1x toLn alvoat CI .11R WI • o ..a- Io[6 u tam v.M1nc t. nt uoaena® Dots ItlRor mmr 1IW t101 soon Ims II[ teat moKx SSNDY106 m tam n Ri RRiO. MOM Of RWMC I LAD S OWN= M CPWM &h 17 o mt fWWA A0WdM1M CWt our aw" N. fie Qw nKU : a''OiL1L • t CrL1S* NL u uV1611i1DOt-NfM.s R1R6f 2 L" M r» MOM Roftr n VAL Ile SL1rn 6 AW MYD AW O txEOM FM M70R-I4mL IU VM bAL PLOT PLAN Of- 1e-17 FORI®01RD MUTA11DNIMEVs 01-IS- te 2361-17 324-te 1m1f O RObf rL • pw W U wc' IU WLL . vf+t A nd$ SLIKr W FARM MY LOLL P/ORMU M AMD= 10 PC 2Ah"" TOC N17 L ORR AC"M KW t l v I.V.oALOnK= u 1 pea WCPO. amrt•o-vAr C4D9a a LtSDrNP III AqW no 11N06R11: MD 040AMI/ O ROIb1tYOlif INVE M LOWED SNP OOOmA SI OMI[ OtrtfJ /lIDt OL'AT0 L . Mc SOf.7M C COnra A no 31111[r 6 PPWWM ION O[ SpE 8WIT CF INM COW= W w0 AftW MOC K 116 IUtERIG/ PNDPfRIY w NIICSS tm1 NORM ODES AOT lY 117/1@/ 6 9009slY6 DO -I MR nd wx OI aPRJ,OitDlIS tDImM SCUD AWL 1® ID 116061NUCI lCIaDYM LIa A. I)( f'SLSAI61HD IOD ruA FIDOO P.VIE AS MR 7MM• 7. AC404 i Aa[ At=AnLUM a1W AID L- 1W LWSMOW AS AM M~ MW a OLIMIC- T, . sow ATE &M a- MArlprwl 4WDM, 1W" TOM a,Isn. tft= oOQ11g MOtm J42S W. ECOTT. R.LS / ASDI 20YE x LMP / 12117C OD75 r 0. ¢N1lnut[ o AVIMat2.rwt tr .56t UNIVERSAL UES Project No: 0110.1401008.0000 Workorder No: 9353740-1 ENGINEERING SCIENCES Report Date: 2/1/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold InspectionEGBuildingInspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 17_ A-2,88'- In -Place Density Test Report Client: UES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 02/01 /2018 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 271 (333 Misty Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture i"dot Density per Moisture i%1 Compaction i%1 inch) or Fail 1 South Footing 0-1 ft 108.3 10.7 112.9 8.9 104 N/A Pas: 2 West Footing 1-2 ft 108.3 10.7 111.8 8.2 103 N/A Pas: 3 1 Center of Pad (TOF) 1 1-2 ft 1 108.3 10.7 1 113.8 1 8.6 1 105 1 N/A Pas: Remarks: (TOF) = Top of Fill I r .. ,tii:. ..,—.4-1.., i #w., o..ki:..—r.........e..... 11 ........r..........w...W—f .,........... r' -r..........4 ,..ti...:..e.... UNIVERSAL Workorde UESProjectNo: 0110.1 01 08.0000 NaENGINEERING SCIENCES Report Date: 2/1/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection -Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 7 -A;2,89 In -Place Density Test Report Client: UES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 t: Date Tested: 02/01/2018 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 272 (337 Misty Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing Tvoe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pcf) Moisture 1%1 Density per Moisture 1%1 Compaction 1%) inch) or Fail 4 West Footing 0-1 ft 108.3 10.7 110.3 8.5 102 N/A Pas: 5 East Footing 1-2 It 108.3 10.7 109.4 7.8 101 N/A Pas: 6 1 Center of Lot (TOF) 1 1_2 ft 1 108.31 10.7 1 113.2 8.1 105 1 N/A Pas: Remarks: (TOF) = Top of Fill Tn n../nhlinh n .....I..nl n.wMM:nn In 1 /n:.•n...nl n nl:nnl.. /hn O..hl:n n.w1 n..r.nh•n.. nll .nnnAn n•n w..h.w:Nn ne. nnnFiilnnl:nl n•..nnA.• ni n... n1:nn1.. nn'/ n../hn..+n/:nn UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9353740-3 Report Date: 2/1/2018 7-AAg0 In -Place Density Test Report Client: UES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 02/01/2018 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 273 (341 Misty Grove Lane) Material:, Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density perMoisture i%) Density per Moisture i% 1 Compaction 1% 1 inch) or Fail 7 South Footing 0-1 ft 108.3 10.7 114.0 9.9 105 N/A Pas: 8 West Footing 1-2 ft 108.3 10.7 113.9 8.8 105 N/A Pas: 9 1 Center of Lot (TOF) 1 1-2 ft 1 108.31 10.7 1 113.1 1 10.0 1 104 1 N/A I Pas: Remarks: (TOF) = Top of Fill TA nn/ nhl:nh n .n..1..n1 n.nMN:nn M 8 /n:..n.wn/'.. nl:nnln /hn O..hl:n nnil n.....nh.nn n11 .. —#n nT n..h.w:Nnil — n.nnn.h. ni n... nlinnln —1 n..lhnri.n/:nn UESProj ctUNIVERSALorkordereNo: o. 9353740-4008.0000 ENGINEERING SCIENCES Report Date. 2/1/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration i 3532 Maggie; Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 7- e2;Z c) In -Place Density Test ReQort Client: 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots I Area Tested: Lot 274 (345 Misty Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing UES Technician: Chase Key Date Tested: 02/01 /2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native , Depth Pass No. Location of Test Range Density per Moisture 1%1 Density pcf) Moisture 1%1 Compaction 1 inch) or Fail 10 West Footing 0-1 ft 108.3 10.7 113.0 9.6 104 N/A Pas: 11 South Footing 1-2 ft 108.3 10.7 114.2 10.0 105 N/A Pas: 12 1 Center of Pad (TOF) 1 1-2 ft 1 108.31 10.7 1 111.E 1 10.2 1 103 1 N/A I Pas: Remarks: (TOF) Top of Fill Tn n•.Inhl:wh n n.•I..n/ nminn{inn M I /n:..nn•nl nlinnln Ihn O..hlin nn•I n•..r.nh•nn nll .nnnA.. w.r ....h.n:Mn•1 ne. wnnF'Innl:nl n.nnnrh. n! n•. n/:nn{w nn.1 n../hn.:.n{:nn UNIVERSAL UES Project No: 0110.1401008.0000 Workorder No: 9353740-5 ENGINEERING SCIENCES Report Date: 2/1/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection03BuildingInspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 7 _ O;zVR9;2- Client: In -Place Density Test Report 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 275 (349 Misty Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing UES Technician: Chase Key Date Tested: 02/01 /2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pcf) Moisture i%i Density per Moisture io ai Compaction i"het inch) or Fail 13 South Footing 0-1 ft 108.3 10.7 113.7 9.4 105 N/A Pas! 14 East Footing 1-2 ft 108.3 10.7 112.5 8.7 104 N/A Pas: 15 1 Center of Lot (TOF) 1 1-2 ft 1 108.31 10.7 1 110.9 1 7.8 1 102 1 N/A I Pas: Remarks: (TOF) = Top of Fill Tn n../nhl:nA n .....l..nl nmMn/:nn M 1 ll.n 0-6%6n -.4 n..—h— nll —-.h.n:Nna nw --T• ni n.!, nl:nnln nn.I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9353740-6 Report Date: 2/1/2018 1 7- 2."Z93 In -Place Density Test Report Client: UES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 02/01 /2018 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 276 (353 Misty Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing Tvoe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture i%t Density pcf)"del%t Moisture Compaction inch) or Fail 16 North Footing 0-1 ft 108.3 10.7 113.2 11.4 105 N/A Pas: 17 West Footing 1-2 ft 108.3 10.7 112.9 9.5 104 N/A Pas: 18 1 Center of Pad (TOF) 1 1-2 ft 1 108.31 10.7 1 113.6 1 8.3 1 105 1 N/A I Pas: Remarks: (TOF) = Top of Fill Tn nrin Al:..I. n —"#..wl nmFnnl:nn In / In:..n 11nn/:nnln N.n 0.4'6: nn.1 n..—l-.n.. nll .nnnAn n.n —.h.. H-4 nw nnrl RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 271 Willow LHG - S Builder Name: One Stop Cooling and Heating Street: 333 H t.s fs-1 fi ruyt, L& -t- Permit Office: 54 N 4- 10( City, State, Zip: Sanford , FL , Permit Number) ' 2 2 8 8 Owner: Taylor Morrison Jurisdiction: 1 0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R-11.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ft2 6. Conditioned floor area above grade (ft2) 2058 b. N/A R. ff2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(231.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0.34 227.36 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.922 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems 8. Floor Types (2058.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features EF: 0.900 b. Floor Over Other Space R-0.0 748.00 ft2 None c. other (see details) R= 533.00 112 15. Credits Pstat Total Proposed Modified Loads: 52.98 Glass/Floor Area: 0.112 PASS7TotalBaselineLoads: 56.40 1 hereby certify that the plans and specifications covered by Review of the plans and ST,g 6thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O*- fJ1E Code. Digitally signed by"an Bojan Paukovic Pa i,-,, calculation indicates compliance with the Florida Energy Code. ut,,,••. `' r.• Date. 2017.06.2211:03:46-04.00• PREPARED BY: Before construction is completed DATE: _ this building will be inspected for V y° compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWE J OWNER/AGENT: BUILDING OFFICIAL: DATE: 2- DATE: I(_Z8• 5 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualities as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 an for whole house. 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 271 Willow LHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 271 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH t of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 135 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 64.5 It 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 ft2 0 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 1112 0112 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1312 ft2 N N 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1310 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype- Space R_Value-Ft-In-Et_in Area-.R_Value-Fraction-Absor._Grade%_. 1 SW=>N Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 2 SW=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 NW=>E Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 1`12 0 0.25 0.6 0 4 NE=>S Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 5 NE=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 SE=>W Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ft2 0 0.25 0.6 0 7 SE=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 8 E Garage Frame - Wood 1st Floor 11 24 0 9 4 224.0 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>E Wood 1st Floor None 46 2 8 6 8 17.8 ft2 2 SE->W Wood 1st Floor None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall OverhangJOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 SW->N 1 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 NE=>S 4 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 NE=>S 5 Vinyl Low-E Double Yes 0.34 0.32 17.8 112 13 ft 0 in 2 ft 7 in Drapes/blinds None 4 NE=>S 5 Vinyl Low-E Double Yes 0.34 0.32 54.0 ft2 1 h 0 in 11 ft 0 in Drapes/blinds None 5 SE=>W 6 Vinyl Low-E Double Yes 0.34 0.32 14.6 112 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 SE=>W 6 Vinyl Low-E Double Yes 0.34 0.32 30.0 112 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 SE=>W 6 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 SE=>W 7 Vinyl Low-E Double Yes 0.34 0.32 36.0 112 1 h 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 461 ft2 461 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SI-A CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1456.2 79.94 150.34 2424 5 6/22/2017 11:02 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R4f15-9(114 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 Sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC If Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411.6 It Attic 102.9 It Prop. Leak Free 2nd Floor cfm 61.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Conlin ( Heatin[ Jan ( Feb Mar Jan ( Feb [X Mar r Apr ([ pr Ma (X Jun r Jul r Au May [ j Jun r Jul r Au Se Seplis Oct Oct Nov NovW Dec Dec Venting[ Jan [ Feb [X) Mar Apr [ l May [ ] Jun j Jul [ Aug e Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 1406F (380C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 11:02 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and seated by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1310.00 ft2 2058 b. N/A R= ft2 Area c. N/A R= 112 227.36 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft2 6 411.6 4.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.8 SEER:15.20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= n2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 1.922 ft. 0.320 Area 14. Hot water systems Cap: 50 gallons 777.00 ft2 a. Electric EF: 0.9 748.00 ft2 b. Conservation features 533.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 7 L S 7 Address of New Home: 3 3 3 H ufti C-e •evc La t_L City/FL Zip: S Q," Jv E U p r HE srgT J2 mom Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 271 Willow LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 11:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneS[opCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Structure 13492 Btuh Ducts 2629 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heatin Coolin Area (ft2 209 2091 Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 121 62 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AH R I ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 24 OF 8.7 HSPF 32800 Btuh @ 470F 0 0 cfm 0 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 15704 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipmenlf sensible load 23430 Btuh Latent Cooling Equipment Load Sizing Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4676 Btuh Equipment Total Load (Sen+Lat) 28105 Btuh Req. total capacity at 0.75 SHR 2.6 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230'++TDR AHRI ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl htsoft' 2017-Jun-22 11:00 47 A 9 Right-Suile® universal 2017 17.0.23 RSU16677 Page 1 n\Desklop\TEMP PRINT\Lot 271 Willow LHG - S.rup Calc - MJfi Building laces: S wrightsofC Right-J® Worksheet Job: Lot 271 Willow LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 If 3 Room height 8.5 It d 9.3 It heat/cool 4 5 Room dimensions Room area 2090.5 It= 4.0 x 9.0 It 36.0 f12 Ty constriction U-value Or HTM Area (fig Load Area (ill Load number Stuh/ftZ•F) Btuh/It2) or perimeter (11) Btuh) or perimeter (it) Bluh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cod 6 yl f 12C-0sw 0.091 ne 2.38 2.41 176 146 347 351 0 0 0 0 4A5.2ov 0.340 no 8.87 23.74 30 0 266 712 0 0 0 0 W 13A-40cs 0.143 no 3.73 2.90 14 14 52 40 0 0 0 0 12C-Osw 0.091 se 2.38 2.41 488 439 1044 1058 0 0 0 0 11 4A5.2ov 0.340 se 8.87 22.69 15 2 129 331 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 30 4 266 681 0 0 0 0 485.21v 0.310 se 8.09 20.49 4 1 32 82 0 0 0 0 V f 13A-flocs 0.143 se 3.73 2.90 367 307 1147 890 0 0 0 0 100•v 0.340 se 8.87 14.77 24 6 213 355 0 0 0 0 fi 4A5.2ov 0.340 se 8.87 24.37 36 0 319 877 0 0 0 0 Vy 1-- G 12c- 0sw 0.091 sw 2.38 2.41 176 131 311 315 0 0 0 0 4A5. 2ov 0.340 sw 8.87 2269 45 6 399 1021 0 0 0 0 VV II I-- G 13A- 40cs 0.143 sw 3.73 2.90 219 147 549 426 0 0 0 0 10D- v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5. 2ov 0.340 sw 8.87 24.37 18 0 155 426 0 0 0 0 4AS- 2ov 0.340 sw 8.87 24.37 36 0 319 877 0 0 0 0 W P L-- D 1210- 0sw 12C- Osw 0. 091 0. 091 nw 2.38 2. 38 2. 41 1. 51 24 223 24 205 57 488 58 309 0 56 0 56 0 133 0 84 1100 168. 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0 cF 19A-Obscp 0.295 2.89 2.04 111 Ill 320 225 0 0 0 0 F 19C-190scp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 779 65 1986 0 36 0 0 0 61 c) AED excursion 0 9 Envelope loss/gain 10025 11832 133 75 12 a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 1700 1 0 Subtotal ( lines 6 to 13) 13492 15704 133 75 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 15704 133 75 15 Duct loads 1 19% 53% 2629 8351 19'k 53% 26 40 Taal room bad 16121 24055 158 115 Air required (cim) 0 1160 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A= - Orl- wrilghtsoft- Right - Suite® Universal 2017 17 0.23 RSU16877 2017- Jun-22 1 Page 1 MDesklop\ TEMP PRINT\Lot 271 Willow LHG - S.rup Cate - MJ8 Building faces S wrightsoft Right-J® Worksheet Job: Lot 271 Willow LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 • 9307 Web: www.OneS[opCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 It 28.0 It 3 Room height 9.3 It heat/cool 93 It heat/cool 4 5 Room dimensions Room area 18.0 x 10.5 It 189.0 ft2 15.0 x 13.0 It 195.0 It° Ty Construction U-value Or HTM Area (III Load Area (fI2) Load number Bluh/Itx•F) BtuhlIII I or perimeter ((t) Btuh) or penmeter (It) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VY L 12C-0sw 4A5.2ov 13A-4ocs 0.091 0.340 0.143 ne no no 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W t i--G 12C-0sw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-GG 4A5.2ov 485-21v 13A-40cs 0 340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 98 0 0 98 0 0 364 0 0 283 0 0 121 0 0 121 0 0 451 0 0 350v I-1 Lam' 10D-v 4A5.2ov 0.340 0 340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI mil' 12C-Osw 4A5.2ov 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 14 0 0 14 0 0 52 0 0 40 0 0 140 0 0 86 0 0 321 0 0 249Vh13A4ocs f OD-v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 18 0 0 0 156 0 426 W P L-D 4A5.2ov 12C-0sw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 167 0 0 150 0 0 355 0 0 225 36 0 0 0 0 0 319 0 0 877 0 0 11130 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 18 0 18 0 182 0 219 0 0 0 0 0 0 0 0 0C F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 189 12 370 0 195 28 862 0 61 c) AED excursion 1 223 1 289 Envelope loss/gain 1323 545 2109 2192 12 a) Infiltration 264 95 617 223 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (Imes 6 to 13) 1587 1840 2726 2414 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1840 2726 2414 15 Duct bads I 19% 53% 3W 978 19% 53% W1 law Total room load 1897 2818 3257 3698 Air required (cIm) 0 136 0 178 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0 -Fid- wrightsoft- 2017-Jun-2211:00:47 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 n\Desktop\TEMP PRINT\Lot 271 Willow LHG - S.rup Calc - MJ8 Building laces: S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 It 0 If 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 310.5 It 310.5 ftx 4.0 x 12.0 If 48.0 W Ty Constriction U-value Or HTM Area (Its Load Area (fl2) Load number Stuh/Itz•F) Btuh/ft2) or perimeter (It) atuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yI 1a 12C-Osw 4A5-2ov 13A-40cs 0.091 0.340 0.143 no no ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 14 0 0 14 0 0 52 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0W 11-G 12C.Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485-2fv 13A-flocs 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 149 0 0 89 0 0 331 0 0 257 0 0 0 0 0 0 0 0 0 0 0 0 1-- G V/ 2 10D•v2ov4A5. 0.340 0.340 se se 8.87 8.87 14.77 2437 24 36 6 0 213 319 355 877 0 0 0 0 0 0 0 0lIGG yy C 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 2269 2.90 0 0 65 0 0 47 0 0 176 0 0 137 0 0 0 0 0 0 0 0 0 0 0 0VVII E --G 10D•v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 18 0 18 0 159 0 138 0 0 0 0 0 0 0 0 0 W P L-D 4A5-2ov 12C-Osw 12C-Osw 0 340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168-30ad 0.390 0.032 n 1018 0.84 12 27 1.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0 049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 311 25 755 0 48 0 0 0 6 c) AED excursion 63 0 Envelope loss/gain 2005 1867 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2545 2062 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2062 0 0 15 Duct loads 1 199/6 1 53% 1 496 1097 19Ya 539/6 0 0 Total room bad 3041 3158 0 0 Air required (cfm) 0 152 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotTt- 2017 Jun 22 1 Right -Suite® Universal 2017 17 0 23 RSU16877 Page 3 n\Oesktop\TEMP PRINT\Lot 271 Willow LHG - S.rup Catc . MJ8 Building faces: S wrightsoft Right-J® Worksheet Job: Lot 271 Willow LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 -6920 Fax: (407) 629. 9307 Web: www.OneSiopCooling.com License: CAC032444 1 Room name MBED MWIC 2 Exposed wall 30.5 It 7.0 It 3 Room height 8.0 it heal/cool 8.0 It heal/cool 4 5 Room dimensions Room area 15.0 x 15.5 It 232.5 I12 7.0 x 12.5 It 87.5 112 Ty Construction U-value Or HTM Area (10) Load Area (Il2) Load number StutVft2••F) Btuh/It2) or perimeter (it) Btuh) or perimeter (1t) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl G 12C-Osw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11G 12C•Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 124 15 109 2 260 129 263 331 0 0 0 0 0 0 0 0 I-- G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 485-2fv 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 yl 13A-40cs 0 143 se 3.73 2.90 0 0 0 0 0 0 0 0 tOD-v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0LLB24A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 V IL-G 12C-Osw 4AS2ov 0.091 0.340 sw sw 2.38 8.87 2.41 22.69 120 45 75 6 178 399 181 1021 56 0 56 0 133 0 135 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 IOD-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P L-D 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 233 0 233 0 194 0 409 0 88 0 88 0 73 0 154C F 19A-Obscp 0.295 2.89 2.04 91 91 263 186 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 17 1 36 Envelope losstgain 1424 2373 206 252 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2002 3042 339 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3042 339 300 15 Duct bads 190/0 53% 390 1618 19*/0 53% 66 160 r Total room bad 2392 46591 405 460 Air required (cfm) 0 225 0 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i9 wrighlSOft' Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 1 Page 4A ...n\Desktop\TEMP PRINT\Lot 271 Willow LNG • S rup Calc - MJ8 Building faces: S g wrightsoft' Right-J® Worksheet Job: Lot 271 Willow LHG - S Entire House Date: 06-22.2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name LAUN MBTH 2 Exposed wall 0 It 11.0 It 3 Room freight 8.0 ft heat/cool 8.0 It heat/coal 4 5 Room dimensions Room area 7.0 x 95 It 66.5 ft2 1.0 x 103.8 it 103.8 ft2 Ty Construction U•value Or HTM Area (It2) Load Area (W) Load number Btuh/fl2-'F) Btufr/III or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 N! C 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 13A-4ocs 0.340 0.143 ne ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11 12C•Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 88 0 84 0 200 0 202 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 485.21v 13A-4ocs 0.310 0.143 se se 8.09 3.73 20.49 2.90 0 0 0 0 0 0 0 0 4 0 1 0 32 0 82 0 10D-v 4A5.2ov 0.340 0.340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy Y--f 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 10D-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.67 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 P LO 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 IIDO 168. 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 67 0 67 0 56 0 117 0 104 0 104 0 87 0 182 CF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm t 1. 180 30.80 0.00 0 0 0 0 0 1 0 0 0 61 c) AED excursion 1 67 1-5 Envelope loss/gain 56 50 329 469 12 a) Infihration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ olher 500 0 Subtotal ( lines 6 to 13) 156 550 1 538 544 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 17 0 0 14 Subtotal 64 567 538 544 Duct bads 1 192/0 53% 13 301 192/- 539% 105 289 r Total room load I 77 868 643 834 Air required (cim) 1 0 42 1 1 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoft- 2017-Jun-2211:00.47 AIM Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 n\ Desktop\TEMP PRINT\Lot 271 Willow LHG - S.rup Calc - MJ8 Building faces: S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoating.com License: CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 it 14.0 1t 3 Room height 80 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 6.5 x 3.5 1t 22.8 112 5.0 x 9.0 It 45.0 f12 Ty Construction U•value Or HTM Area (III Load Area (III Load number Btuh/It2-*F) at III or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl fi 12C-Osw 4A5-2ov 0.091 0.340 no no 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 40 0 40 0 95 0 96 0 W 13A40cs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 72 72 171 173 11-G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 485.2Iv 0.340 0.310 se se 8.87 8.09 22.69 20.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t3A-40cs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 100-v 0.340 se 887 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 yl f' Vjl 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3. Z41 2269 2. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100•v 0.340 sw 8.8787 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 887 24.37 0 0 0 0 0 0 0 0 L-(fC'` W P L-0 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 16830ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 23 0 23 0 19 0 40 0 45 0 45 0 38 0 79C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 45 45 20 14 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AEO excursion 14 50 Envelope loss/gain 19 36 324 313 12 a) Infiltration 0 O 265 96 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 19 36 589 409 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 36 589 409 15 Duct loads 19% 53°'0 4 19 190% 53% 115 217 Total room bad 23 55 703 626 Air required (cfm) 0 3 0 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -rk wrightsoft' 2017-Jun-2211:00:47 Rignt•Suite4ll universal 2017 17.0.23 RSU16877 Pape 6 n\Desktop\TEMP PRINT\Lol 271 Willow LHG - S.rup Calc - MJ8 Building laces S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web: www.OneS[opCooling.com License: CAC032444 1 Room name BED3 WIC3 2 Exposed wall 18.0 It 5.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 120 x 12.0 It 144.0 ft2 5.0 x 9.0 It 45.0 It2 Ty Construction U-value Or HTM Area (III Load Area (It2) Load number Stuh/I12-•F) at fir) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12C-0sw 4A5.2ov 13A-4ocs 0.091 0.340 0143 ne ne ne 2.38 8.87 3.73 2.41 23.74 2.90 96 30 0 66 0 0 157 266 0 159 712 0 40 0 0 40 0 0 95 0 0 96 0 0 G W 11-G 12C-0sw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 24 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 L_-GG 485-21v 13A-40cs 0.310 0.143 se se 8.09 3.73 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LS tOD-v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 yI 12C-Osw 4A5.2ov 13A-40Cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tOD-v 4A5.2ov 0.340 0 340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P L-D 12C-Osw 12C-0sw 0.091 0.091 nw 2.38 2.38 241 1.51 24 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 1100 16B-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 144 0 144 0 120 0 253 0 45 0 45 0 38 0 79C F 19A-Obscp 0.295 2.89 2.04 12 12 35 24 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 24 Envelope losstgain 750 1308 153 165 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1091 1661 247 199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1661 247 199 15 Duct loads 19% 539% 213 884 190% 53% 48 106 Total room bad 1304 2545 295 306 Air required (cfm) I 1 0 123 1 0 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AMK wrightsOtFt- 2017 Jun 22 1 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 7 n\Desktop\TEMP PRINT\Lot 271 Willow LNG - S.rup Calc a MJ8 Building faces: S wrightsoft Right-J® WOrksheet Job: Lot 271 Willow LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name BTH2 T012 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.0 x 5.5 It 38.5 112 7.0 x 6.0 If 42.0 It2 Ty Construction U•value Or HTM Area (III Load Area (III Load number BtuWlt2 •F) atutVft2) or penmeter (It) Stuh) or perimeter (It) 81uh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 YM f 12C-Osw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 4AS2ov 13A-40cs 0.340 0.143 no ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 0.091 se 2. 87 2.41 0 0 0 0 0 0 0 0 11 4A5.2ovA5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 0.340 0.310 se se 8.87 8.09 22.69 20.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 10D•v 4A5.2ov 0.340 0.340 se se 8.87 8.87 14.77 2437 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI 12C-Osw 0.091 sw 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0G 13A-40cs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 100•v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P L-0 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw rtw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 16B•30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 39 0 39 0 32 0 68 0 42 0 42 0 35 0 74C F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1•9 1 9 Envelope loss/gain 49 71 44 71 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 49 71 44 71 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 9 17 14 Subtotal 49 71 53 88 15 Duct Ioaft 1 190/0 53% 10 381 190/0 53% 10 47 Total room bad 59 109 1 63 135 Air required (cfm) 0 5 0 6 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. c- wrightsaft- Right-Suile® Universal 2017 17.0.23 RSU16877 2017 Jun 22 1 Page 8 n\Desktop\TEMP PRINT\Lot 271 Willow LHG . S.rup Calc a MJ8 Building faces: S wrightsoft~ Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneSiopCooling.com Ucense: CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 It 11.0 it 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 11.5 x 11.5 it 132.3 It2 1.0 x 2W.3 It 290.3 112 Ty Construction U-value Or HTM Area (112) Load Area (lt2) Load number Btuh/It2-•F) Btuh/(11 or perimeter (It) Bluh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N Y-f 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 92 77 183 185 88 73 173 176 11 G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 887 22.69 15 2 133 340 15 2 133 340 485.2(v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-40cs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 LLLL------((GG 10D-v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 Vy 12C-Osw 4A5-2ov 0.091 0.340 sw sw 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 13A-40cs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D•v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P L--D 4A5.2ov 12C-0sw 12C-Osw 0.340 0.091 0.091 sw rnv 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 168. 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 132 0 132 0 110 0 233 0 290 0 290 0 242 0 510 cF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 156 1 54 Envelope loss/gain 475 848 574 1099 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 1693 1157 783 1174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 64 14 Subtotal 693 1157 817 1238 15 Duct bads 1 190/0 539% 135 615 19% 53% 159 658 r Total room load 828 17721 976 1896 Air required (cim) 0 85 0 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotft- 2017 Jun 22 1 Right - Suite® Universal 2017 17.0 23 RSU16877 Page 9 n% Desktop\TEMP PRINT\Lot 271 Willow LHG - S.rup Cak a MJ8 Building laces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 271 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling.com License: CAC032444 1 Roan name STR2 2 Exposed wall 0 It 3 Room freight 8.0 It heat/cool 4 5 Room dimensions Roan area 4.0 x 15.5 if 62.0 f12 Ty Construction U-value Or HTM Area (Ili Load Area Load number Btuh/f(2-F) atuh/ft or perimeter (ft) atuh) or perimeter Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vy 12C Osw ne r 2.38 2.41 0 0 0 0 4AS-2ov-- - - _ 0.340 ne- 8.87 23.74 0 0 0 0C W 13A-400s 0.143 ne 3.73 2.90 0 0 0 12C 08w 0 091 se 2.38 2.41 0 0 0 0 11-G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 1-- G 4B5-21v- 0.310 se_ 8.09 20.49 0 0 0 0- yl 13A-40CS 0.143 se 3.73 2.90 0 0 0 0 I{- G 10D-v 4A5.2ovv 0.340 0.340 se 8.87 8.87 14.77 24.37 0 0 0 0____ 0 0 0 0 VI 12C-Osw - - 0.091 se suv 2.38 2.41 0 0 0 0 G 4A5.2ov__---_ 0.340-sw 8.87--_-22-69 0__ 0---_-0_----0_ Vh13A-flocs 0.143 sw 3.73 2.90 0 0 0 0 tOD-v 0.340 sw 8.87 7.73 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 4A5.2ov 0.340 sw 24.37 0 0 W - _ P 12C-Osw -- -- -- 12C-Osw 0.091 0.091 rrw- 8.87 2.38 2.38 2.41 1.51 0 0 0 0 0___ 0 0 0 16B-30ad--- ---- 0.390-n_ 0.032 10.18---12.27 0.84 1.76 0--- 62 0 62 O 52 0---_-_ 1 01100 C - F 19A-Obscp-- 2.89 2.04 0 0 0 0 F- - 19Cc19cs - - 0.295 0.049 0.44 0.31 0 0 0 0 F _ 22A-tpm _ 1,180 3080 0.00 0 0 0 0 6 c) AED excursion 12 Envelope loss/gain 52 97 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (Imes 6 to 13) 52 97 Less external load 0 0 Less transfer 0 0 Rerbstribution 52 97 14 Subtotal 0 0 1151 Duct loads 1 19% 53% 0 0 Total room load 0 0 Air required (cfm) 0 0 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 11:00:47 cA Right -Suite® Universal 2017 17.0.23 RSU16877 Page 10 n\Desktop\TEMP PRINnLot 271 Willow LHG - S.rup Calc - MJ8 Building laces S Duct System Summary Job: Lot 271 Willow LHG - s wrightsoft` Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax (407) 629 - 9307 Web, www.OneStopCooling com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 1160 cfm 251 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BEo2 c 1772 0 85 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BE03 c 2545 0 123 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 BTH2 C 109 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE c 1579 0 76 0.188 6.0 Ox0 VIFx 16.8 120.0 st1 CAFE -A c 1579 0 76 0.180 6.0 Ox0 VIFx 23.2 120.0 st1 FAM c 3698 0 178 0.162 7.0 OA 0 VIFx 33.7 125.0 st1 KIT c 2818 0 136 0.174 7.0 Ox0 VIFx 23.4 125.0 st1 LAUN c 868 0 42 0.227 5.0 Ox 0 VIFx 8.4 105.0 st2 LOFT c 1896 0 91 0.143 7.0 Ox 0 VIFx 40.4 140.0 st3 MBEO c 2330 0 112 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A C 2330 0 112 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH c 834 0 40 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MTOI c 55 0 3 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MWIC c 460 0 22 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU c 115 0 6 0.160 4.0 Ox 0 VIFx 36.2 125.0 SO T012 c 135 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 c 626 0 30 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 c 306 0 15 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bold/Italic values have been manually overridden wri hfisoftt' 2017•Jun•2211:00:48 9 Right.Suite® Universal 2017 17.0.23 RSU16877 Page 1 CA . n%Desklop\TEMP PRINT\Lot 271 Willow LHG - S.rup Catc . MJ8 Building faces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 0 472 0.160 601 12.0 0 x 0 VinlAx st3 Peak AVF 0 356 0.135 454 12.0 0 x 0 VinlAx st2 st2 Peak AVF 0 666 0.135 623 14.0 0 x 0 VinlFlx Grille HtgNCIgTIEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm)) FR fpm) in) in) Opening (in) Mall Trunk rb2 Ox 0 050.5 0.163 671 10.0 Ox 0 VIFx rb1 Ox 0 061.0 0.135 569 16.0 Ox 0 VIFx C Wrl htsOtz" 2017-Jun-22110048 9 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 2 MCA ...n\Desktop\TEMP PRINT\Lol 271 Willow LHG - S rup Cale . MJ8 Building faces S Static Pressure and Friction Rate Job: Lot 271 Willow LNG - S wrightsoft- Date: 06-22.2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0.135 OK Fitting Equivalent LengthDetails Supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 G=5, 11 A=20, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: TotalEL=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 C Wrl ht2017- Jun-2211:00:48 i` 9SOfft' Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 ACM .. n\Desktop\TEMP PRINT\Lot 271 Willow LFIG - S.rup Calc - MJ8 Building laces: S Level 1 moo YJIMA3 IANAJ r t 169c_finl__` i I T ZI I t!"Tvo 7 - . Tvo 10X10-2 92cfm i Sup Riser 12"\ FBBI 1 10X10.2 IT03 92chn _ t EF1=SOCFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1= 50CFMFan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR= Vent to Roof VTW = Vent b Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate— - — T = Thermostat 10 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Level 2 jri---------------i 3TIU2 wnn3M8 IN12X12 2X4293 10X8 \ 10X8 h" illsctm \ 115CIM fro,_ a 4. j YA NU9chn 41 N I i Q gX4'a 8X4 2chn` fQ,' L'R81 EF1; /!RI % 44 NNT.R ' 2A3NW0' 12 I rHT148 L_.Y 1 11 I j Ho 16" 10" r) 10X6 c 0_ ,-86 clrn r 1 I 24X18,t ww I , ' ff i EF1=50CFMFan EF2 = 80 CFM Fan EF3 =110 CFM Fan ER-1 = 50 CFM Fan EFL2 = 80 CFM Fan ER-3 =110 CFM Fan VTR= Vent to Root VTW = Vent ID Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate— - — T = Thermostat 1 tO SRB = Small Reduction Box LRB = Large Reduction Box FBB = Reid Built Box S MOOAO38 \ I I EF1 VrR 4 T 8X4 i 6" „ C,`r• I i 9, 22 6ctm 10X6 1 ELR62 I. = 4" I 8X4 ' 182 ctm/P' 112 x l2 29On N _ 5tiro Iloxto— 9" 1 chn io of O.I.W101 I1164r n c?? 8X4 14ctrnNO.LW IrJ l L' J i e E MOOA038 I RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 272 Redwood LHG - S Builder Name: One Stoo Cooling and Heating Street: 331 kt,y N Esrov<. La r-&- Permit Office: C ^ L 2 A89City, State, Zip: Sanford , FL , Permit Number: - 1 • Owner: Taylor Morrison Jurisdiction: 691100 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 f12 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R. ft2 10. Ceiling Types (1160.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area above grade (ft2) 1957 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0.34 165.37 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 8.00 ff2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A It? SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R-0.0 797.00 ft2 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 43.47 Glass/Floor Area: 0.089 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and tHE ST4T this calculation are in compliance with the Florida Energy specifications covered by this y0 _- _jSCode. oig"lly signed by Boian Bojan PaukoviC Paukmic calculation indicates compliance with the Florida Energy Code. I/fff °-. + ?'• " n O PREPARED BY: Date- 2017.06.2211:1037•04'W Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a o 0 a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 00 WE'D OWNER/AGENT: - BUILDING OFFICIAL: DATE: 7 2f %) DATE: 11-2$_t . Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/22/2017 11:09 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 272 Redwood LHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 272 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2Slab-On-Grade Edge Insulatio 1st Floor 34 It 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1160 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt- ToWall_T.ypeR_Value-Ft-In-Et-In Area-R_Value-Fraction__Absor._Grade%_ 1 N=>E Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 N=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 -=> NE Garage Frame - Wood 1 st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None .4 3 8 24 ft2 2 -=> NE Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>S 4 Vinyl Low-E Double Yes 0.34 0.32 4.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 h 0 in Drapes/blinds None 5 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 30.0 112 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W=>N 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.9 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 9 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 6/ 22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin r Feb Mar Jan [ Feb Mar Apr r pr [ Ma j Jun Jul May [ Jun Jul Au Au[ Se Sep E Oct Oct Nov Nov Dec Dec VentingJan Feb Mar Apr [ May [ Jun Jul Aug Se Xl Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Hesldentlal whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1050F (41•C) or below 554F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 556F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U-0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Multi -family a. Frame - Wood, Exterior b. Frame - Wood, Adjacent 1 c. Concrete Block - Int Insul, Exterior 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1957 b. N/A Area c. N/A 165.37 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 8.00 ft2 12. Cooling systems ft2 a. Central Unit ft2 2.237 ft. 0.321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Floor Over Other Space R=0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 7 2t 1% Address of New Home: j 3 1 , t J G iv veLa s-e City/FL Zip: Insulation Area R-13.0 400.00 ft2 R=11.0 345.33 ft2 R=4.1 317.33 ft2 R= ft2 Insulation Area R=30.0 1160.00 ft2 R= ft2 R= ft2 R ft2 6 391.4 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat O,gHE STq v 0 a a f 4 coo WEB° Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 272 Redwood LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity sloaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 11:09 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 272 Redwood LHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 -9307 Web, www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swingg multipplier 0.97 Infiltration Equipmenfsensibte load 18994 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) BtuhArea (ft2 1957 1957 Equipment latent load 3729 Volume ('ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl httsoft' 2017-Jun-2211:07:34 9 Right.Suite® Universal 2017 17.0.23 RSU16877 Page 1AM ..\Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Cale - MJ8 Building laces: S wrightsoft Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com Ucense: CAC032444 t Room name Entire House PWOR 2 Exposed wall 84.0 If 6.5 If 3 Room height 8.6 It d 9.3 It heat/cool 4 5 Room dimensions Room area 1956 8 f12 4.0 x 8.0 It 32.0 It2 Ty Construction U•value Or HTM Area (It) Load Area (It2) Load number Bluh/(12-•F) Btuh/III or perimeter (ft) Btuh) or perimeter (fl) Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W- _ 12C 0sw--- --- 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W_ _ - 13A-4ocs_-.__--- 12C•Osw 0.143 0.091 n a 3.73 2.38 2.90.- 2.41 28 172 28 127 104 301 81 305 28-- 0 28. 0 104 0 81 0 11 4A5.2ov 4A5.2ov_ _---- -- 0.340 0.340 a e - 8.87 8.87 31.45 31.45-- 30 15 0 0 266 137 944 485 0 0 0 0 0 yl I--C' i3A-flocs 0.143 a 3.73 2.90 88 fi0 225 175 33 29 107 83 41A5.2ov 1100 12C-Osw 4A5.2ov 0.340 0 390 0.091 0.340 a a w w 8.87 10.18 2.38 8.87 31.45 12.27 2.41 31.45 4 24 172 15 0 24 fig- 0 35 244 284 129 126 294 287 459 4 0 0 0 0 0 0 0 35 0 0 0 126 0 0 0 0 4A5-2ov 4B5.2fv_ _-- -- -- - 13A-4ocs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 30 8 200 0 0 129 266 65 480 944 260 372 0 0 0 0 0 0 0 0 0 0 0 0 100•v 4AS2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 18 18 18 0 159 156 138 5W 0 0 0 0 0 0 0 0 4A5.2ov---_ 0.340 w 8.87 31.45 36 319 1132 P- -- 12C:Osw__ _-- _ - - 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 168-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F _ 19A cp, Obs-- - - -_ 0.295 11 11 0_---_ 0 0 F 19C•19cscp 0.049 0.44 0.31 254 254 31 112 22---- 79 0 0-- 0 0 0 F--- 22.1pm- - - 1.180- 30.80. 0.00 BW 34 1047 0 32 7 200 0 6 c) AED excursion 1311 13 Envelope loss/gmn 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (Imes 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 368 202 14 Subtotal 9678 15615 1389 792 Duct loads 1 209% 261/e 1 1936 3986 201Y. 26% 278 203 r Total room load 11614 19501 1 1667 995 Air required (cfm) 0 1000 1 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e wrightsoft- 2017-Jun-2211:07:34 Right•Suile® Universal 2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Calc - MJ8 Building faces: S wrightsofC Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: Xf/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 It 3 Room height 9.3 It heal/cool 9.3 It heat/coal 4 5 Room dimensions Room area 1.0 x 293.5 It 293.5 I12 1.0 x 347.8 It 347.8 W Ty Constriction number U-value Btuh/Itz•F) Or HTM Bluh/ft2) Area (Itq or perimeter (It) Load Btuh) Area (fig or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W W 12C•Osw 13A-40cs 12C-0sw 0.091 0.143 0.091 n n a 2.38 3.73 2.38 2.41 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.2ov 4A5.2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 4A5.2ov 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 4AS-2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G II_GG 4A5-2ov 465.2fv 0.340 0.310 w w 8.87 8.09 31.45 3248 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40cs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 G' 100•v 4A5-2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 18 18 18 0 159 155 138 550 I(^ 4A5.2ov, 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F F 19A-0bscp 19C•19csco 0.295 0.049 2.89 0.44 2.04 0.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope losstgain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (Imes 6 to 13) 155 1t76 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct bads 1 200/6 26% 178 406 209/6 26/6 1 547 907 Taal room load 100 1987 3282 4438 Air required (c1m) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e wriightsaft- 2017-Jun-2211:07:34 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 272 Redwood LHG • S.rup Cale a MJ8 Building laces: S wrightsoft* Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 t Room name STRI MBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heat/cool 8.0 It heat/Cool 4 5 Room dimensions Room area 4.0 x 12.5 It 50.0 It2 17.5 x 14.5 It 253.8 It2 Ty Construction U•value Or HTM Area (III Load Area (III Load number BtulVlt2••F) at III or perimeter (It) atuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W W 12C-Osw 13A40Cs 12C-Osw 0.091 0.143 0.091 n n a 2.38 3.73 2.38 2.41 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 LIDO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 AS-2ov4A5-2ov 0.091 0.340 w w 2. 878.87 2.41 31.45 0 0 0 0 0 0 0 0 15115 95 0 227 129 423045959TE 4A5-2ov 485-21v 13A40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 37 0 0 37 0 0 139 0 0 108 30 0 0 0 0 0 266 0 0 9" 0 0 10D•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 6 c) AED excursion 16 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appances/other 01 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution W 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct bads 20% 26% 0 0 20% W/. 376 1016 Total room bad 0 0 2258 4970 Air required (clm) 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Orl- wrighttsoft- 2017•Jun-2211:07:34 Righl•Suile® Universal 2017 17.0.23 RSU 16877 Pape 3 Desktop\TEMP PRINT\Lot 272 Redwood LHG • S rup Celc - MJ8 Building laces, S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 272 Redwood LHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Coun. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/Cool 4 5 Room dimensions Room area 8.5 x 7.5 It 63.8 I12 6.0 x 7.0 It 42 0 Ile Ty construction U•value Or HTM Area (III Load Area (III Load number BtutVft2-*F) Btuh/III or perimeter (ft) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W W LS12C-Osw 12C-Osw 13A-40cs 0.091 0.143 0.091 n n a 2.38 373 2.38 2.41 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-40cs 4A5-2ov 11 DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/+l 4AS-2ovA5.2ov 0.091 0.340 w w 2. 8.8787 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 4A5-2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 1 20'/e 269/6 13 37 201Ya 26% 13 174 Total room bad 80 179 80 850 Air required (clm) 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft' 2017•Jun•22 1 u07:34 4 Right•Suite® Universal 2017 17 0.23 RSU16877 page 4 Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Cato - MJ8 Building laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 272 Redwood LHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 105.5 It 105.5 112 3.5 x 6.0 It 21.0 f12 Ty Construction U•value Or HTM Area (W) Load Area (III Load number Bluh/I12••F) Btuh/ft2) or perimeter (ft) Bluth) or perimeter (It) 8tuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 W W 12C-Osw 13A40cs 12C-Osw 0.091 0.143 0.091 n n a 2.38 3.73 2.38 Z41 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl IL-G 13A-40cs 4A5.2ov 11 DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 Z90 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D 12C-Osw 4A5.2ov 0.091 0.340 w w 2.38 8.87 Z41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 13A-4oCs 0.340 0.310 0.143 w w w 8.87 8.09 3. 31.45 3248 2. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vjl 100-v 4A5.2ov 0.340 0.340 w w 8.8787 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obscp 0.295 2.89 Z04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/on 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 202/e 2W%- 24 80 202/e 26% 4 9 Total room bad I Vl 389 21 42 Air required (clm) 0 20 1 0 2 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightSoft- l Aeek Right -Suite® Universal 2017 17 0 23 RSU 16877 2017 Jun 22 1 Pa5 Desktop\ TEMP PRINT\Lot 272 Redwood LHG - S.rup Cale- MJ8 Building laces: S 9 wrightsoft' Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/20117 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License: CAC032444 t Room name BED3 2 Exposed wall 0 It 19.0 It 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 Room dimensions 30 x 5.5 It 1.0 x 151.0 It 5 Room area 16.5 112 151.0 ft2 Ty Construction U-value Or HTM Area (III Load Area (ft Load number B(uh/IIZ•F) Bluh/ft2) or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W_ - 12C4sw - 0.091 n- 2.38 2.41 0 0 56 133 W_ 13A-40cs 3.73 2.90 0 0 0 0 56 0 0 0 135 0 12C-Osw - -- - 0.143 0.091 n a 2.38 2.41 0 0 0 0 96 66 157 159 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 30 0 266 944 11 4A5.2ov---- -- ----- 0.340 e . 8.87 31.45 0-- 0 0 0--- 0--- yl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 O 0 0 0 0 0 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 Vjl--- 12C-0sw --- 0091-w 2.38---2.41 0------0-------0 0- 0- 0 0----0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485.21v --- 0.310 w 1109 32 48 0 0 0 0 0 0----- 0 0 1 0.143 w 3. 2. 0 0 0 0 0 0 0 0 100-V 00-v 0.340 w 8.8787 7.7373 0 0 0 0 0 0 0 0 4A5. 2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5. 2ov 0.340 w 8.87 0 U 0 0 0 0 12C- 0s -_--- _ 0.091 0. 032 2. 38 31. 45 1. 51 0 0--- 0 0 0- 0-------0_.---- 0 0 C 168-30ad 0.84 17 17 14 29 151 151 126 266 F _ _ 19A-ObscP - -- - _ 0.295 2.89 1. 76 2. 04 0-- a- 0--- 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 149 149 66 47 F-- 22A"tom^- - 1.180 30.80 0.00 0_,__ 0 0 0- 0 0 0 6 c) AEO excursion 3 136 Envelope losstgain 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct loads 20% 26"/a 0 0 20%1 269/* 297 575 Total room load 0 0 1785 2814 Air required (c1m) 0 0 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p Tl wrightsaft' 2017-Jun-22 11:07:34 cA Right -Suite® Universal 2017 17.0.23 RSU 16877 page 6 Oesktop\ TEMP PRINT\Lol 272 Redwood LHG - S.rup Calc - MJS Building faces S wrightsoft Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 95 it 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensioru Room area 6.0 x 5.5 If 33 0 ft2 1.0 x 158.5 If 158.5 02 Ty Construction U-value Or HTM Area (III Load Area (III Load number Btuh/It2-*F) BtuFVIII or perimeter (It) Stuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 12C-Osw 0.143 0.091 n a 3.73 2.38 290 2.41 0 0 0 0 0 0 0 0 0 76 0 61 0 144 0 146 11 4A5.2ov 4A5-2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 15 0 0 0 137 0 485 yl Imo= 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov lID0 0.340 0.390 a a 8.87 10.18 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 4A5.2ovAS-2ov 0. 3400.340 w w 2. 878.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D-v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct bads 20% 261/e 11 33 20% 26% 163 377 Total room load 67 161 979 1843 Air required (cim) 0 g 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p -4-1- wrightsoft' 2017•Jun•2211:07:34 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 7 Desktop\TEMP PRINT\Lot 272 Redwood LHG • S.rup Calc - MJ8 Building faces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 272 Redwood LHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name ST82 FOY 2 Exposed wall 4.0 II 6.0 It 3 Room height 8.0 It heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 4.0 x 16.5 it 66 0 ft2 1.0 x 110.0 it 110.0 ft2 Ty Constriction U•value Or HTM Area (ft2) Load Area (III Load number Bluh/ft2••F) at III or perimeter (It) atuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat cool- 6 W 12C•0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 12C-0sw 0.143 0.091 n a 3.73 2.38 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.2ov 4A5.2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 4AS-2ov 11DO 0.340 0.390 a a 8.87 10.18 31.45 12.27 0 0 0 0 0 0 0 0 0 24 0 24 0 244 0 294 VVV lll 12C-0sw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 32 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 Vjl 4A5.2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2. 73 0 8 0 0 0 0 0 65 0 0 260 0 0 0 0 0 0 0 0 0 0 0 0 0 100-v 4A5.2ov 0.340 0.340 w w 887 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--(( C^ i P 4A5.2ov 12C-0sw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 121 0 121 0 287 0 182 C 168.30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 6 c) AED excursion 96 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct Toads 120% 26% 0 0 209% 26% 0 0 Total room load 0 0 0 0 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L wright50ft- 34 Right-Suile® Universal 2017 17.0.23 RSU16877 2017-Jun-22 11:gePage 88 Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Calc = MJ8 Building faces S wrightsoft• Right-J® Worksheet Job: Lot 272 Redwood LHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Coun, Winter Park. FL 32792 Phone: (407) 629 •6920 Fax: (407) 629. 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name PNTY T012 2 Exposed wall 0 it Oil 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 18.3 It 6.0 x 6.5 It 5 Room area 18.3 It2 39.0 It2 Ty Construction U-value Or HTM Area (III Load Area (III Load Btuh/ft;•F) at III or perimeter (It) Btuh) or perimeter ((l) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C•Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 373 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 1---GG 485.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-flocs 0.143 w 373 290 0 0 0 0 0 0 0 0 T i 100•v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope losstgain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads I 20'/u 26% 20 17 2W* 2,/. 1 11 153 Total room bad 119 83 65 750 Air required (cfm) 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C 41- wrightsoft' 2017-Jun-2211:07:34 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 9 Desktop\TEMP PRINT\Lol 272 Redwood LHG - S.rup Cats a MJ8 Building laces S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 272 Redwood LHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 156.3 It 155.3 I12 Ty Construction U-value Or HTM Area (ft2) Load Area Load number StutVft2-*F) let III or perimeter (It) Stuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W W 12C-Osw 13A-40cs 12C-Osw 0.091 0.143 0.091 n n a 2.38 3.73 2.38 2.41 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 13A-40cs 4A5.2ov t I DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ovA5-2ov 0.091 0.340 w w 2. 878.87 2.41 31.45 0 0 0 0 0 0 0 0TE 4A5-2ov 485-21v 13A-4ocs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 C 168.30ad 0.032 084 1.76 155 155 130 273 F 19A-Obbscp 0.295 2.89 2.04 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 74 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 201% 261/o 0 0 Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ofi- wright9oft- 2017-Jun-22 11:07:34 Right -Suite® Universal 2017 17.0.23 RSU16877 Pape 10 Desktop\TEMP PRINT\Lot 272 Redwood LNG - S.rup Calc a MJ8 Building faces: S Duct System Summary Job: Lot 272 Redwood LHG • s wrightsoft` y Date: 06/22/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 . 6920 fax: (407) 629 - 9307 Web: www OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heati ng 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 1000 cfm 136 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Fig.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BED3 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTH2 c 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM c 2219 0 114 0.270 6.0 Ox 0 VIFx 20.8 105.0 st2 FAM-A c 2219 0 114 0.251 6.0 Ox 0 VIFx 25.7 110.0 st2 KIT c 1987 0 102 0.303 6.0 Ox 0 VIFx 7.2 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.278 7.0 Ox 0 VIFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 7.0 Ox 0 VIFx 21.2 100.0 st3 MBTH c 389 0 20 0.288 4.0 Ox 0 VIFx 18.1 100.0 st3 MTOI c 42 0 2 0.275 4.0 Ox 0 VIFx 23.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 st1 PNTY c 83 0 4 0.283 4.0 Ox 0 VIFx 15.3 105.0 st2 PWDR c 995 0 51 0.255 4.0 Ox 0 VIFx 23.2 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox0 VIFx 13.6 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 x 0 VinlFlx SO Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.275 627 9.0 0 x 0 VinlFlx Bold/lfallc values have been manually overridden Wrl htSOf t' 2017-Jun-22 11 07 35 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Calc - MJ8 Building laces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx C wri htsoft' 2017-Jun-2211:07:35 9 Right -Suite® Universal 2017 17 0.23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 272 Redwood LNG - S.rup Calc a MJ8 Building faces: S Static Pressure and Friction Rate Job: Lot 272 Redwood LHG - S wrightsoft• Date: 06/22/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneS(opCooling.com License: CAC032444 Project• • For: Taylor Morrison Sanford, FI Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 3 0 Equivalent length of fittings 110 0 Total length 136 0 Total effective length 136 Heating Cooling in/100ft) (in/100ft) Supply Ducts 0.251 > 0.18 0.251 > 0.18 Return Ducts 0.251 > 0.18 0.251 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=0 C Wrl hftsOft• 2017•Jun•2211:07:35 9 Right -Suite® Universal 2017 17 0 23 RSU 16877 Page 1ZA .. \Desktop\TEMP PRINT\Lot 272 Redwood LHG - S.rup Cale a MJ8 Building laces: S Level 1 ISLM LA1 aw LANAI I STOPAW1 4 MO MFA Orr.lr NA/ 1M FAMILY t0x10.2W ,: t0xt0.2W 11! S rL _ 114 cfrn 10x6 102 din to 10' I CAFE If--- 1 iw ao 41L o. me 1 ONc. II *MnAI OI1 D WNL!nUa 1W1! it rn. eo F. CI 4' 1 il 1 CAR GARAGE W- GLO LNE OF Ow ONU4E 0000 ooroo" anon w Eft = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 - 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wan OV = Dryer vent RV = Range Vent Uneset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box FOYER WH 4WOL I 5AJIIM I we 4 AC PAOS SYGC MIN SI2E 40' MO" 36' SEPARATION 16' OFF WALL PVC REFFUG LINE CMAS S BYGC Level 2 I I somw mot" .IMUP. Eon ll$ 3010 x" 3M E" n. n roao, 4 f I OWNERS S_UITE4 ra SRO 2 I o 4r ""EE wAU WCM eo. svm"Oa/cro A w 7. 11 x14o cmdo"a+gw 10x841 s ° 127 dm 4 s 1 20 et8x4 cON " 14x1/ OWNE42 2 d BATH t f4a0C10 T • ' uar,En Doan9 LAUNDR448e1m E roao Sup s oh n 10" 8.4 t 9d wo w 1,w,s 21000 dm - a_ 4 W.I.C. isow. me AMCI' 8x1 'w' SRO 4 •tout1 dm wc aaxs BATS{{ 1 4• 10x10 94dr ia affm LAVI LAV,a• 12x12' 9 • BEDROOM 2 fo ow. 10x10 144 dm tOxB smos" EOnEfa BEDROOM 3 sn!OFFLoonauowfaao i EFf= 36 CFM Fan El 2 - 80 CFM Fan f I EF3 - 110 CFM Fan I EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR - Vent to foot VFW = Vent to Wall DV - Dryer Vent RV = Range Vent Lineset Chase Condensate TT - Thermostat 18/8 SRB - Small Reduction Box LRB - Large Reduction Box FBB = Feld Built Box Job M Lot 272 Redwood LHG • S One Soup Cooling and Healing Scale: 1 :74 Performed by XF/MC for: Pape z lkywm mam 7225 Sandsooe Coun Rdn SN 9LftVVM20r7 WhW Pant. FL 32792 1702 202 RswdoRLPhone. (407)629.6920 Fax: (407)629.9307 rt1 ww*0reSxpCcoNccm RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 273 Birch RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: S in le7 _ n ^ L L OCity, Slate, Zip: Sanford , FL, Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando County:- Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (986.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 ft2 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R-4.1 289.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is This a worst case? No 10. Ceiling Types (1222.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1222.00 fl2 6. Conditioned floor area above grade (112) 1921 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(180.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U-Factor: Dbl, U=0.34 176.28 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4 00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.132 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1921.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 699 00 ft2 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Glass/Floor Area: 0.094 Total Proposed Modified Loads: 42.29 PASSTotalBaselineLoads: 47.20 I hereby certify that the plans and specifications covered by Review of the plans and g*v STgl, this calculation are in compliance with the Florida Energy specifications covered by this y0 Code. Bo ja n Digitally signed by Bojan calculation indicates compliancePaukovic Paukovic Oate.2017.10.31 15:52:33 with the Florida Energy Code. nn, •.. ' ;, :.„ O PREPARED BY: 04•00_ Before construction is completed DATE: _ __ _ - __.__ this building will be inspected for a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/AGENT:_ __ _ _ _ _ _- BUILDING OFFICIAL: --- DATE: - - - - --- DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 273 Birch RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1921 Lot # 273 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL. New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block 1921 16456.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infd ID Finished Cooled Heated 1 1 st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1084 8672 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 122 tt2 0 0.29 0 0.71 2 Floor over Garage 2nd Floor _--- ---- 263 1112 11 0.29 0 0.71 3Slab-On-Grade Edge Insulatio 1st Floor 31 It 0 837 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 699 ft2 ' 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1367 ft2 0 f12 Dark 0.6 N 0.6 No 0 266 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1222 ft2 N N 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1222 ft2 0.1 Wood WALLS Cavity Width Height Sheathing Framing Solar BelowVAdjacentOrnt-. To Wall_T.ype_ Space R_Value-Et-In_Et-In Area-_R-Value_Eraction-Absor._Grade%_ 1 S=>W Exterior Frame - Wood 2nd Floor 13 1 0 8 0 8.0 ft2 0 0.25 0.6 0 2 E->S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 3 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 4 N=>E Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 ft2 0 0.25 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 f12 0 0 0.6 0 7 NE Garage Frame - Wood 1st Floor 11 33 6 9 4 312.7112 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None 4 3 8 24 ft2 2 -=>NE Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E=>S 2 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 2 E=>S 3 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 8 it 0 in 2 it 0 in Drapes/blinds None 3 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 h 0 in 1 ft 0 in Drapes/blinds None 4 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 it 0 in 2 it 0 in Drapes/blinds None 5 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.8 f12 6 it 0 in 2 it 7 in Drapes/blinds None 6 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 6 it 0 in 2 it 0 in Drapes/blinds None 7 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 6 it 0 in 2 It 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area _ _ Exposed_Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 ft2 263 ft2 64 1t 9.3 it 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1371.3 75.28 141.58 2446 5 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kStu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.6 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Mar Jan Feb Mar A r ( Apr [ Ma X Jun X Jul May j Jun j Jul X Au j Auj jX Se Sep j j j ] Oct Oct j j Nov XJ Nov Dec Dec Ventin Jan Feb Mar Apr [ May ] Jun ] Jul Aug Se X) Oct XJ Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when lesled at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 556F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 /2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be fumed off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so (hat its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/31/2017 3:49 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of (hat load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 550F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56 Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all healers and pumps. Healers, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 - Section 8405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 384.00 f12 b. Frame - Wood, Adjacent R=11.0 312.67 f12 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 f12 3 d. N/A R. ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1222.00 ft2 1921 b. N/A R= R2 Area c. N/A R= f12 176.28 R2 11. Ducts a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor R R2 6 386.2 4.00 R2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 R2 3.132 R. 0.320 Insulation Area R=0.0 837.00 R2 R=0.0 699.00 R2 R= 385.00 R2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: _ City/FL Zip: kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat 04 THE S ti nit, r r •man `O 9 f * COD WE v Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/31/2017 3:49 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 273 Birch RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/31/2017 3:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax, (407) 629. 9307 Web. www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 °F Design TD 26 OF Heating Summary Structure 10256 Btuh Ducts 1918 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 12174 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1932 1932 Volume (ft3) 16457 16457 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-030-230-19 AHRI ref 7044384 Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Sensible Cooling Equipment Load Sizing Structure 14999 Btuh Ducts 3936 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 0.97 Equipment sensible load 18443 Btuh Latent Cooling Equipment Load Sizing Structure 3155 Btuh Ducts 778 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3932 Btuh Equipment Total Load Sen+Lat) 22375 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-030-230-19 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 21 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/italic values have been manually ove"idden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9 Righl-Suite® Universal 2017 17.0.23 RSU16877CWrlI1t501[' 2017-Jun-2211:14:59 Page 1 an\ Desktop\TEMP PRINT\Lol 273 Birch RHG - S.rup Calc = MJ8 Building laces: S wrightsoft' Right-J® WOrksheet Job: Lot 273 Birch RHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sarldscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License. CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimension, Room area Entire House 79.0 ft 8.5 ft d 1931.8 112 PWDR 0 ft 9.3 It heat/cool 4.0 x 7.0 f1 280 I12 Ty Construction number U-value Bluh/It2-*F) Or HTM 131 119 Area (Itj or perimeter (It) Load Btuh) Area (Il2) or perimeter (to Load Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W_ Vy C 12C_Osw 12C-0sw 4A5.2ov 0.091 0.091 0.340 n a a 2_38 2.38 8.87 2.41 32 32 76 302 399 77 306 1415 0 0 0 0 0 0 0 0 0 0 0 0 2.41 31.45 172 45 127 0 11 Val 13A-flocs 485.21v I1D0 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 88 4 21 63 4 21 236 35 214 183 44 258 0 0 0 0 0 0 0 0 0 0 0 0p W 12C-O5w 12C-Osw 4A5.2ov 4A5 2ov 13A40cs 10D-v 4A5.20v 4A5.2ov 0091 s 238 2.41 8 8 19 19 0 0 0 0 0.091 0.340 034_0 0.143 0.340 0.340 0.340 w w w w w w w 2.38 8.87 6_07 3.73 8.87 8.87 8.87 2.41 31.45 31_45 2.90 16.94 21.31 21.31 172 is 45 112 0 0 266 133 399. 480 159 155 319 270 472 1415 372 303 373 767 0 0 0 0 0 0 0 0 0 0 0 0 0-0. 0 0 0 0 0 0 200 18 18 36 129 6 9 18 0 0 0 0 0 0 0 0 G 11_C,G P 126-Osw 0.091 2.38 1.51 312 312 740 469 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1160 1160 969 2040 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 124 124 359 253 0 0 0 0 F 19C-19MCP 0.049 0.44 0.31 264 264 117 83 0 0 0 0 F 22A-Ipm 1.180 30.80 0. 772 31 956 0 28 0 0 0 6 c) AED excursion 1811 1 Envelope loss/gain 6333 10931 0 1 12 a) Infiltration b) Room ventilation 3922 0 1438 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 1710 0 0 10 Subtotal (lines 6 to 13) 10256 14999 01 9 14 Is Less external load Less transfer Redistnbtmon Subtotal Duct loads 190/0 261/6 0 0 0 10256 1918 0 0 0 14999 3936 19% 26% 0 0 1220 1220 228 0 0 590 599 157 Total room load Au required (clm) 12174 0 18935 1000 1448 1 0 756 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. iiC- 5 - wlrightsOft' Right-Suile® Universal 2017 17.0 23 RSU16877 20t7 Jun 22 91 Page an%Desklop\TEMP PRINT\Lot 273 Birch RHG - S.rup Calc 0 MJ8 Building laces. S wrightsoft' Right-JO Worksheet Job: Lot 273 Birch RHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KIT 0 If 9.3 It heat/cool 1.0 x 239.3 It 239.3 (12 FAM 21.5 It 9.3 If heat/cool 215 x 17.5 It 376.3 112 Ty Construction number U-value BtufVftzeF) Or HTM atuh/fl2) Area (Ill or perimeter (It) Load atuh) Area (112) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heal cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n_ 2.38 2.38 8.87 2.41 2.41 31.45 0 0 0 0 0 0 0_____ 0 0 0 6 0 0 0 0 0 yl 6 12C-Osw 4A5-2ov 0.091 0.340 a a 0 0 6 0 0 0 0 0 11 y! C 0 13A-40cs 4B5-21v 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0091 2_38 2.38 8.87 8,87 3.73 8.87 8.87 8.87 2.41 2.41 31.45 2IAS 2.990 16.94 21.31 21.31 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 4A5S2Qv 13A-40cs 100-v 4A5.2ov 4A5.2ov 0.091 0.340 Q w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 372 303 373 767 G G 0.143 0.340 0.340 L:40 w w w w 0 0 0 0 0 0 0 0 200 18 18 36 129 6 9 18 480 159 155 319GG P 12C-Osw 0.091 2.38 1.51 130 130 309 196 0 0 0 0 C 160-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A•Obscp 0.295 2.89 2.94 0 0 0 0 0 0 0 0 F M-I9cscp 0.049 044 0.31 0 0 0 0 0 0 0 0 F N -tpm 1.180 30.80 0.00 239 0 0 0 376 22 662 0 N I 6 c) AED excursion 425 1290 Envelope loss/gain 309 71 1775 3105 12 a) Infiltration b) Room ventilation 0 0 0 0 1167 0 428 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 309 1271 2942 3533 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 26% 0 0 504 814 152 0 0 273 1544 405 19% M 0 0 0 2942 550 0 0 0 3533 927 Total room bad Air required (cfm) 966 0 1949 103 1 3492 0 4460 236 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2017-Jun-22 11:14:59 ZeA Right-SuileG Universal 2017 17 0 23 RSU 16877 Page 2 am0esklop\TEMP PRINT\Lol 273 Birch RHG - S rup Cak - MJ8 Building faces: S wrightsoft• Right-M Worksheet Job: Lot 273 Birch RHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR1 4.0 1t 9.3 It heat/cool 4.0 x 12.5 it 50.0 (12 MBED 26 5 it 8.0 It heat/cool 1.0 x 331.5 It 331.5 f12 Ty Courtly tion U-value BtutVft;•F) Or HTM BlutVf(2) Area (119 or perimeter ((I) Load Btuh) Area (fig or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 W__ Vjl I--G t2GOsw 12C-0sw 4A5.2ov 0.091 0.091 0.340 e _ a a 2_38 2.38 8.87 2.41 2.41 31.45 0 0 0 0 0 0 32 32 76 302 399 77 306 1415 0 0 0 0 0 0 172 45 127 0 11 13A-4ocs 485.21v 11 D0 0.143 0.340 0.390 a a a 3.7733 8.87 10.18 2.90 11.04 12.27 37 4 0 33 4 0 124 35 0 96 44 0 0 0 0 0 0 0 0 0 0 0 0 010 W 12C-0sw 12C-0sw 4AS-2ov 4A5 2ov 13A-40cs 100-v 4A5.20v 4A5-2ov 0_091 0.091 0.340 0340 0.143 0.340 0.340 0.340 s w w w_ w w w w 3_38 2.38 887 8.87 3.73 8.87 8.87 8.87 3.41_ Q 0 0 0 8 8 19 19 2.41 31.45 31_45 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 6 0 0 0 0 0. 0 0 0. G G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16830ad 0.032 0.84 1.76 0 0 0 0 332 332 277 583 F ikA-Obscp 0.295 2_89 2.04 0 0 0 0 122 122 3 249 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 L L 6 c) AED excursion 20 173 Envelope loss/gain 283 121 1494 2870 12 a) Infiltration b) Room ventilation 2t7 0 80 0 1237 0 453 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 2 460 0 Subtotal (lines 6 to 13) 500 200 2731 3783 14 Less external load Less transfer Redistribution Subtotal Duct bads 19% 26% 0 0 5W 0 0 0 0 200 0 0 19% 26% 0 0 65 2796 523 0 0 118 3901 1024 r15 Total room bad Air required (cfm) 003319 0 0 0 4925 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-2211:14:59 Right Universal 20t7 t7.0.23 RSU16877 Page 3 an%Desklop\TEMP PRINT\Lot 273 Birch RHG - S.rup Calc - MJ8 Building laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MWIc 0 It 8.0 It heat/cool 7.5 x 8.0 It 60.0 112 LAUN 0 If 80 If heat/cool 6.5 x 6.0 It 39.0 112 Ty Construction number U-value 8luh/(t2-•F) Or HTM Btuh/It2) Area (III or perimeter (Il) Load Btuh) Area (It2) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W _ yI G 12GwOs___ 12C-0sw 4A5.2ov 0.09t n_ 2_38 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 a a 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 11 Val C 13A-400s 485.21v DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D W 12C-05w 12C-0sw 4A5-20v 4A5 2ov __ 13A-4ocs 4A5.2ov 4A5.2ov 0.091 0.091 0.340 0340 0.143 0.340 0.340 0.340 s w w w w w w w 2 382.38 8.87 687 3.73 8.87 8.87 8.87 2.41 0 0 0 0 0 0 0 0 2.4 31.45 31_45 2.90 16.94 21.31 21.31 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. GIOD-v G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 60 60 50 106 39 39 33 69 F 19A-Obscp 0.295 2.89 Z04 0 0 0 0 0 0 0 0 F l9c-19csce 0.049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 51 Envelope loss/gain 77 113 33 18 12 a) Infiltration b) Room ventilation 0 0 0 0 1 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 500 Subtotal (lines 6 to 13) 77 113 33 518 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 19'/a 1 269% 1 0 0 23 99 19 0 0 43 157 41 19'/0 1 261% 0 0 31 63 12 0 0 59 576 151 Total room load Au required (clm) 118 0 198 10 75 1 0 727 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACZN wrightsoft' 2017-Jun-22 1 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 4 an\Desklop%TEMP PRINT\Lo1 273 Birch RHG - S.rup Calc = MJ8 Building laces. S wrightsoft Right-J® Worksheet Job: Lot 273 Birch RHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area METH 0 It 8.0 It heat/cool 6.5 x 15.0 If 97.5 it3 MTOI 0 It 8.0 It heat/cool 3.5 x 7.0 It 24.5 ft2 Ty Construction number U-value Btuh/fP-'F) Or HTM atuh/It2) Area (It2) or perimeter (IQ Load Btuh) Area (I(2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W yl 12C-Osw 12C-Osw 4A5.2ov 0.091 0.091 0.340 e a a 2.38 2.38 8.87 2.41 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Val 13A-4ocs 485.21v IIDO 0. 143 0. 340 0. 390 a a a 3. 73 8. 87 10. 18 2. 90 11. 04 12. 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j0W 12C-Osw O.t101 0. 091 0. 340 0_ 340 0. 143 0. 340 0. 340 0. 340 n w w w w w w w 2 382. 38 8. 87 8 873. 73 8. 87 8. 87 887 2. 41 2. 4131. 45 31 450 0 0 0 0 0 0 0 0 0 0 12C- 0sw 4A5. 2ov 4A5. 2ov 13A- 4ocs 10D- v 4A5. 2ov 4A5. 2ov 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 2. 90 16. 94 21. 31 21. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16BAA 0.032 084 1.76 98 98 81 171 25 25 20 43 F 1 -Obscp 0.295 2.89 2 f 4 0 0 0 0 0 0 0 F 19C-19csc 0.049 0.44 0.31 52 52 23 16 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 4 Envelope loss/gain 1104 171 20 39 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 104 171 20 39 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 26 . 0 0 0 104 20 0 0 0 171 45 191y. 261/6 0 0 16 36 7 0 0 30 70 18 Total room load Air required (clm) 124 0 216 11 43 0 88 5 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsotFt 2017 Jun 22 1 Right -Style® Universal 2017 17 0 23 RSU 16877 Page 5 an\Desktop\ TEMP PRINT\Lot 273 Birch RHG - S.rup Cat . MJ8 Building laces: S wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 It 8. 0 It heat/cod 3. 5 x 3.5 It 12. 3 Its BE03 10. 5 It 8. 0 It heat/cool 1. 0 x 162.5 It 162. 5 (12 Ty Construction U-value Btuh/( 12•F) Or HTM Btuh/ ft2) Area ye) or perimeter ((t) Load Stuh) Area ( III or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C Osw 0.091 n 2.41 0 0 Vy Y-- a 1 ZC-0sw 4A5. 2ov 0. 091 0. 340 a a 2. 38 2. 38 8. 87 2. 41 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yJ I-- G 13A- 4ocs 485- 21v 11130 0. 143 0. 340 0. 390 a a a 3. 73 8. 87 10. 18 2. 90 11. 04 12. 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-p W I 0:091 0. 091 0. 340 0_ 340 0. 143 0. 340 0. 340 0. 340 s w w w w w w w 2_ 38 2. 38 8. 87 8_ 87 3. 73 8. 87 8. 87 8. 87 2. 41 2. 41 31. 45 31_ 45 2. 90 16. 94 21. 31 21. 31 0 0 0 0 0 0 0 0 12C- Osw 4A5. 2ov 4A5 2ov 13A- 40Cs 10D- v 4AS2ov 4A5. 2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0 30 0 0 0 0 54 0 0 128 0 266 0 0 0 0 130 0 944 0 0 0 0 G i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I P 19.0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0.032 084 1.76 12 12 10 22 163 163 136 286 F 19A-Obscp 0.295 2.89 2.94 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 6 c) AED excursion 2 345 Envelope losstgam 10 201 530 1704 12 a) Inliltration b) Room ventilation 0 0 0 0 490 0 180 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 0 1 230 0 Subtotal ( lines 6 to 13) 10 20 1020 2114 14 Less external load Less transler Redistribution Subtotal Duct loads 19% 1 269% 1 0 0 10 0 0 0 0 20 0 0 19% 1 26•/, 0 0 18 1038 194 0 0 35 2148 564 r Total room load Air required (clm) 0 0 0 0 1 1233 102712 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017•Jun•22 1 Right- SuileS Universal 2017 17 0.23 RSU 16877 Page 6 an\ Desktop\TEMP PRINT\Lot 273 Birch RHG - S rup Calc - MJ8 Building laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License. CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BTH2 0 It 8.0 It heat/cool 11.0 x 5.5 It 60.5 It2 BED2 11.0 It 8.0 It heat/cool 11.0 x 16.5 It 181.5 112 Ty Construction number U-value Btuh/112••F) Or HTM at Ill Area (It2) or perimeter ((I) Load Btuh) Area (119 or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W _ yl 1--C 12GOsw 12C-0sw 4A5.2ov 0.091 0.091 0.340 n 2_38 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 a a 2.38 8.87 2.41 2.410 31.45 0 0 0 0 0 0 0 11 y/ G 13A-flocs 485.21v 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I_ _0 W 129_Osw 12C-0sw 4A5.2ov 4AS2ov 13A-4ocs 10D-v 4A5.2ov 4A5.2ov 0 091_ s 238 2.41 0 0 0 0 0 0 0 0 0.091 0.340 0,340 0.143 0.340 0.340 0.340 w w w w w w w 2.38 8.87 8_87 3.73 8.87 8.87 8_87 2.41 31.45 3145 290 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 IS 15 0 0 0 0 58 0 0 0 0 0 0 138 133 133 0 0 0 0 140 472 472 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I-G P 12C-09w 0.091 2.38 1.51 0 0 0 0 0 0 052C16B-30ad 0.032 0.84 1.76 61 51 106 182 182 1 319 F 1 A•O cp 0,222 2.89 2040 0 0 0 0 0 0 F 19C-19cs 0.049 044 0.31 ro 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0_ 0 0_ 0 0 6 c) AED excursion 10 340 Envelope loss/gain 51 97 556 1742 12 a) Infiltration b) Room ventilation 0 0 0 0 513 0 188 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 1 230 0 Subtotal (lines 6 to 13) 51 97 1069 2161 14 15 Less external load Less transfer Redslnbution Subtotal Duct loads 19% 1 26°/- 1 0 0 15 65 12 0 0 28 125 33 19*/. 261% 0 0 8 1077 201 0 0 15 2176 571 Total room bad Air required (clm) 77 0 158 8 1 1 1278 0 2747 145 Calculations woroved by ACCA to meet all reouirements of Manual J 8th Ed. f>\ - wrightsoft 2017 Jun 22 1 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 7 ant0esklop\TEMP PRINT\Lol 273 Birch RHG - S.rup Calc - MJ8 Building faces, S wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling.com License, CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR2 0 It 8.0 It heat/cool 4.0 x 15.5 It 62.0 f12 FOY 5.5 If 9.3 It heat/cool 1.0 x 78.3 It 78.3 (12 Ty Construction number U-value Btuhllt2-*F) Or HTM atuh/It2) Area (It2) or perimeter (It) Load atuh) Area (It2) or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W_ 12C-0sw 0.091 n 2_38 2.39 8.87 2.41 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 0.091 0.340 a a 0 0 0 0 0 0 0 0 11 V E-l' 13A-4ucs 485.21v 11DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 51 0 21 30 0 21 113 0 214 87 0 258I-p W 12C-0sw 0_091 s 2_38 2.41 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 4A 13A-40cs 100-v 4A5.2ov 4A5.2ov 0.091 0.340 O.W 0.143 0340 0.340 0.340 w w w w w w w 2.38 8.87 8_87_ 3.73 8.87 8.87 8.87 2.41 31.45 31_45 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0_ 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I--G I-C P 12C-0sw 0.091 2.38 1.51 0 0 0 0 181 181 431 273 C 16B-30ad 0.032 0.84 1.76 62 62 52 109 0 0 0 0 F 1-0 p 0.295 2.89 2 04 2 2 6 4 0 0 0 0 F 19C-19csc 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A- pm 1.180 30.80 0.00 0 0 0 0 78 6 1l9 0 6 c) AED excursion 10 65 Envelope loss/gain 58 103 926 553 12 a) Infiltration b) Room ventilation 0 0 0 0 298 0 109 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 58 103 1225 662 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 1 26% 0 0 58 0 0 0 0 103 0 0 19% 26% 0 0 1225 0 0 0 0 662 0 0 Total room load Air required (clm) 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft' 2017-Jun-2211:14:59 Right-SuileO Universal 2017 17 0.23 RSU 16877 Page 8 an\Desktop\TEMP PRINT%Lol 273 Birch RHG - S.rup Calc - MJ8 Building faces: S wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 273 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneSlopCooling com License: CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 It 80 It heat/cool 1.0 x 128.8 It 128.8 f12 Ty Construction number U-value Btuh/It2-IF) Or HTM BtuIVl12) Area (fig or perimeter ((l) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool- 6 W_ Vy i j2CC-0sw ___ _ 12C-Osw 4A5.2ov 0091 0.091 0.340 n_ a a 2.38 2.38 8.87 2.41_ 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-flocs 485.21v IIDO 0. 143 0. 340 0. 390 a a a 3. 73 8. 87 10. 18 290 11. 04 12. 27 0 0 0 0 0 0 0 0 0 0 0 0 LaW 12C-Osw 12C- Osw 4A5. 2ov 4A5. 2ov, 13A- 4ocs 10D- v 4A5. 2ov 4A5. 20v 0. 091 s 2.38 2.41 2. 41 31. 45 31. 45 2. 90 16. 94 21. 31 21. 31 0 0 0 0 0. 091 0. 340 0_ 340 0. 143 0. 340 0 340 0. 340 w w w_ w w w w 2. 38 8. 87 287 3. 73 8. 87 8. 87 8_ 87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G GG P 12C-OSw 0.091 2.38 1.51 0 0 0 0 C 168.30ad 0.032 0.84 1.76 129 129 108 226 F i9A-QWp 0 295289 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-lpm 1.180 3 _80 0_00 0 0 0 0 6 c) AED excursion 20 Envelope losstgain 108 206 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 108 206 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 19% 269/, 0 0 108 0 0 0 0 206 0 0 Total room bad Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC- wrightsoft- Right-Suile® Universal 2017 17.0.23 RSU16877 2017 Jun 22 1 Page 9 an\ Desktop\TEMP PRINT\Lot 273 Birch RHG - S.rup Calc = MJ8 Building laces: S wrightsoft• Duct System Summary Job: Lot 273 Birch RHG - S Y Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 1000 cfm 169 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BE02 c 2747 0 145 0.297 7.0 Ox 0 VIFx 19.4 95.0 SO BE03 c 2712 0 143 0.290 7.0 Ox 0 VIFx 17.3 100.0 SO BTH2 c 158 0 8 0.296 4.0 Ox 0 VIFx 14.9 100.0 SO FAM c 2230 0 118 0.209 6.0 Ox 0 VIFx 47.8 115.0 st4 FAM-A c 2230 0 118 0.213 6.0 Ox 0 VIFx 44.3 115.0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VIFx 37.5 120.0 st4 LAUN c 727 0 38 0.291 4.0 Ox 0 VIFx 16.7 100.0 So MBED c 2463 0 130 0.303 7.0 Ox 0 VIFx 17.3 95.0 st2 MBED-A c 2463 0 130 0.288 6.0 Ox 0 VIFx 28.0 90.0 st2 MBTH c 216 0 11 0.312 4.0 Ox 0 VIFx 19.0 90.0 st2 MTOI c 88 0 5 0.292 4.0 Ox 0 VIFx 21.3 95.0 st2 MWIC c 198 0 10 0.319 4.0 Ox 0 VIFx 16.6 90.0 st2 PWDR c 756 0 40 0.201 4.0 Ox 0 VIFx 49.0 120.0 st4 Trunk Htg Ctg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 287 0.288 649 9.0 0 x 0 VinlFlx st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st3 st3 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx SO Peak AVF 0 335 0.290 758 9.0 0 x 0 VinlFlx Bold/ltallc values have been manually ove"ldden C wri htsoft' 2017-Jun-221115.00 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page I an\Desklop\TEMP PRINT\Lot 273 Birch RHG - S.rup Calc = MJ8 Building laces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rbt Ox 0 0 1000 0 0 0 0 Ox 0 VIFx Wrl htSOft' 2017-Jun•22111500 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 ACCIK . an\Desktop\TEMP PRINT\Lol 273 Birch RHG - S.rup Calc - MJ8 Building laces. S Static Pressure and Friction Rate Job: Lot 273 Birch RHG - S wrightsoft• Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) it) Measured length of run -out 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.201 > 0.18 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, 1A=35: TotalEL=120 Return TotalEL=0 C Wrl htsoft• 2017-Jun-2211:15:00 9 Right -Suite® Universal 2017 17 0 23 RSU 16877 Page I AGCK ...an\Oesklop\TEMP PRINT\Lot 273 Birch RHG - S.rup Catc - MJ8 Building laces. S Level 1 Level 2 r-------- - - - - - - --------- - - - - r - - - •-- ---I' li I liII a 1 r 1 1 i II i it EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 - 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — - Condensate- — T = Thermostat 11 8@ SRB - Small Reduction Box LRB - Large Reduction Box FBB = Feld Built Box RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 274 Birch LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: ' - 2 2 9 1 Owner: Taylor Morrison Jurisdiction: 9 061 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (986.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 f12 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 f12 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1222.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1222.00 ft2 6. Conditioned floor area above grade (ft2) 1921 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R f12 7. Windows(180.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U-Factor: Dbl, U=0.34 176.28 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems k8tu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.132 it. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1921.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 699.00 112 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 42.25 Glass/Floor Area: 0.094 PASSTotalBaselineLoads: 47.20 I hereby certify that the plans and specifications covered by Review of the plans and 0E-tHE ST-p this calculation are in compliance with the Florida Energy specifications covered by this y _ Z_ Code. Digitally signed by8ojan calculation indicates compliance vj ii„ `' - . Bojan PaukoviC`Paukovic Date:2017.10.31 15:57:08 with the Florida Energy Code. PREPARED BY: _ _oaoa -_ _ _---_ Before construction is completed DATE: _ _ __ _- -_ this building will be inspected for 0 -' A compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE' OWNER/AGENT: _ _____ _ __ _ _ _ _ ___ _ BUILDING OFFICIAL - DATE: - -- ------ ----- DATE: -- -----ft't6_t1- --- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 274 Birch LHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1921 Lot If 274 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL. New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1921 16456.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1084 8672 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 122 ft2 0 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 263 f12 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio tsl Floor 31 It 0 837 f12 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 699 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch If Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1367 ft2 0 f12 Dark 0.6 N 0.6 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1222 It2 N N 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type R-Value Ins Type Area Framing FracTruss Type 1 Under Attic (Vented) Space 1 st Floor. 30 Blown 1222 f12 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_T.ype Space R_Value-Et-In-EI-In Area-R_Value-Fraction_-Absor._Grade%_ 1 N=>E Exterior Frame - Wood 2nd Floor 13 1 0 8 0 8.0 1`12 0 0.25 0.6 0 2 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 3 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 4 S=>W Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 f12 0 0.25 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 NE Garage Frame - Wood 1st Floor 11 33 6 9 4 312.7 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None .4 3 8 24 ft2 2 -=>NE Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E=>S 2 Vinyl Low-E Double Yes 0.34 0.32 45.0 1`12 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E=>S 3 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 8 ft 0 in 2 it 0 in Drapes/blinds None 3 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 45.0 f12 1 h 0 in 2 ft 0 in Drapes/blinds None 5 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft2 6 it 0 in 2 it 7 in Drapes/blinds None 6 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 6 it 0 in 2 it 0 in Drapes/blinds None 7 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 6 it 0 in 2 it 0 in Drapes/blinds None GARAGE Floor Area Ceding Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 ft2 263 ft2 64 it 9.3 it 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1371.3 75.28 141.58 2446 5 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBlu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.6 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jj jj Heatin(XI Jan ( Feb jj jj Mar Jan () Feb [XJ Mar r A r jjApr j jj Ma jjX Jun (X Jul j May j j Jun j j Jul Aug[ j Au[ Se SeP Oct Oct Nov Nov Dec Dec Venting[ ] Jan [ Feb [XJ Mar Apr [[ j) May [[ ] Jun [ ] Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type t 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. U 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -filling flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heal pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in lesling below. Duct lightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirety within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41•C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 /2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 556F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the healer to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 90 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0 34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 384.00 f12 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 f12 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1222.00 ft2 1921 b. N/A R= f12 Area c. N/A R= ft2 176.28 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 4.00 ft2 12. Cooling systems kBtu/hr Efficiency N2 a. Central Unit 30.0 SEERA5.00 h2 3.132 ft. 0.320 Insulation Area R=0.0 837.00 ft2 R=0.0 699.00 ft2 R= 385.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: _ - _ _ _ _ _ City/FL Zip: kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat OFTHE STgl rram ILQ0 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/31/2017 3:55 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 274 Birch LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, Stale, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/31/2017 3:56 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 10256 Btuh Ducts 1918 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 12174 Btuh Infiltration Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Sensible Cooling Equipment Load Sizing Structure 14999 Btuh Ducts 3936 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 18443 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3155 Btuh Ducts 778 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 1932 1932 Equipment latent load 3932 Btuh Volume ()ft3) 16457 16457 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22375 Btuh Equiv. AVF (cfm) 137 71 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 470F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 21 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Sold/talk values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 2017-Jun-2211:22:079Right-SuileO Universal 2017 17.0.23 RSU16877 Page 1 an\Desklop\TEMP PRINT\Lot 274 Birch LHG - S.rup Cale . Mill Building laces. S wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 79.0 If 8.5 It d 1931.8 112 PWDR 0 It 9.3 ft heat/cool 4.0 x 7.0 It 28.0 It2 Ty Construction number U-value Btuh/W *F) Or HTM Bluh/Ill Area (III or perimeter (It) Load Btuh) Area (Ill or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yl C 12C-Osw 12C-0sw 4A5.2ov 0.09t 0.091 0.340 n a a 2.38 2.38 8.87 2.41 2.41 31.45 8 172 45 8 127 0 19 302 399 19 306 1415 0 0 0 0 0 0 0 0 0 0 0 0 11 ylT=2 13A-40cs 485.21v IIDO 12C- Osw 12C- Osw 4A5. 2ov 4A5 2ov 13A- 40Cs 10D- v 4A5 2ov 4A52ov 0. 143 0. 340 0. 390 PLC% 0. 091 0. 340 0 3400. 143 0. 340 0. 340 0. 340 a a a s w w w w w w w 3. 73 8. 87 10. 18 2. 38 2. 38 8. 87 0. 87 3. 73 8. 87 8. 87 8. 87 2. 90 11. 04 12. 27 2. 41 2. 41 31. 45 31_ 45 2. 90 16. 94 21. 31 21. 31 88 4 21 32 63 4 21 32 236 35 214 78 183 44 258 77 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 172 15 45 112 0 0 266 133 399 480 159 155 319 270 472 1415 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 G G 200 18 18 36 129 6 9 18 372 303 373 767 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 312 312 740 469 0 0 0 0 C 168.30ad 0 032 0.84 1.76 1160 1160 9f 2040 0 0 0 0 F 19A-0t0P 0.295 2_89 2.04 124 124 253 0 0 0 0 F M-19cscp 0.049 0.44 0.31 264 264 1117 83 0 0 0 0 F 22A-tpm 1.180 30.80 0_00 772 31 955 0 28 0 0 0 6 c) AED excursion 1811 t Envelope loss/gain 6333 10931 0 1 12 a) Infiltration b) Room ventilation 3922 0 1438 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/ other 4 920 MO 0 0 10 Subtotal ( lines 6 to 13) 10256 14999 0 9 14 15 Less external load Less transfer Redislribuhon Subtotal Duct bads 1 19% 26% 0 0 0 10256 1918 0 0 0 14999 3936 190/0 26% 0 0 1220 1220 228 0 0 590 599 157 Total room load Air regwred (Clm) 12174 0 18935 1000 1448 0 756 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L - Fk wrightsof , 2017-Jun-22 11.22 07 AC^ ZeARight -Suite® Universal 2017 17.0.23 RSU16877 Page 1 an\ Desktop\TEMP PRINT\Lot 274 Birch LHG - S.rup Calc - MJ8 Building laces: S wrightsof , Right-J® Worksheet Job: Lot 274 Birch LHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KIT 0 It 9.3 it heat/cool 10 x 239.3 it 239.3 It2 FAM 21.5 It 9.3 (t heat/cool 21.5 x 17.5 It 376.3 f12 Ty Construction number U-value BtuW112--F) Or HTM St fig Area (It2) I or perimeter (11) Load Bluh) Area (fig or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yl I--( 12C_Osw 12C-Osw 4A5.2ov 0.091 0.091 0.340 n_ a a 2.38. 2.38 8.87 Z41 0 0 0 00 0 00 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 11 T: 13A-40cs 485-21v 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12t -0sw 12C-Osw 4A5.2ov 4A52ov 13A-4ocs 10D-v 4A5-2ov 4A5-2ov All s 238 2.38 8.87 8_67 3.73 8.87 8.87 8.87 2.41 0 0 0 0 0 0 0 0 0.091 0.340 Q,340 0.143 0.340 0.340 0.340 w w w w w w w 2.41 31.45 31.445 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 480 159 155 319 0 0 372 303 373 767 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200 18 18 36 129 6 9 18 P 12C-0sw 0.091 2.38 1.51 130 130 309 196 0 0 0 0 c 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 f j9A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30_80 0.00 239 0 0 0 376 22 662 0 6 c) AED excursion 1251 1290 Envelope losstgain 309 71 1775 3105 12 a) Infiltration b) Room ventilation 0 0 0 0 1167 0 428 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 610 13) 1309 1271 2942 3533 14 Less external load Less transfer Redisinbulion Subtotal Duct bads 19% 26 % 0 0 504 814 152 0 0 273 15" 405 192/e 26% 0 0 0 2942 550 0 0 0 3533 927 r15 Trial room load required (clm) 966 0 1949 103 3492 0 44WAir236 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2017-Jun-22 11:22 07 eA Right -Suite® Universal 2017 17 0.23 RSU 16877 Page 2 aMDesktop\TEMP PRINT\Lot 274 Birch LHG - S.rup Calc - MJ8 Building laces: S wrightsoft' Right-JO Worksheet Job: Lot 274 Birch LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling corn License. CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR1 4.0It 9.3 It heat/cool 4.0 x 12.5 1t 50.0 112 MBED 26.5 It 8.0 it heat/cool 1.0 x 331.5 It 331.5 f12 Ty Construction number U-value Stuh/(t2-*F) Or HTM Btuh/I12) Area (III or perimeter (it) Load Bluh) Area (Itx) or perimeter (it) load Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W yl 12C-Osw 12C-Osw 05.2ov 0.091 0.091 0.340 n a a 2.38 2.38 8.87 2 41 2.41 31.45 0 0 0 0 0 0 0_ 0 0 0 0 0 8 172 45 8 19 19 127 0 302 399 306 1415 t t Val CLZ 13A-40cs 4B5.21v 11DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 37 4 0 33 4 0 124 35 0 96 44 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 1213-0sw 4A5.2ov 4A$-- t3A-flocs 100-v 4A5-2ov 4A5.2ov 0.091 0.091 0.340 0_3g4 0.143 0.340 0.340 0.340 s w w w w w w w 2.38 2.38 8.87 8@7_ 3.73 8.87 8.87 8.87 2.41 0 0 0 0 32 32 0 0 0 76 0 0 0. 77 0 0 Q 0 0 0 0 2.41 31.45 31_45 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 332 332 277 583 F 19A-Otm 0.295 289 2.04 0 0 0 0 122 122 354 249 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A-lpm 1.180 30.80 0--0Q 50 4 123 0 0 0 0 0 6 c) AED excursion 20 173 Envelope loss/gain 283 121 1494 2870 12 a) Infiltration b) Room ventilation 217 0 80 0 1237 0 453 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 2 460 0 Subtotal (lines 6 to 13) 1500 200 2731 3783 14 15 Less external load Less transfer Redstribution Subtotal Ouclloads 19% 26% 0 0 500 0 0 0 0 200 0 0 1991. Mo 0 0 65 27% 523 0 0 118 MI 1024 Total room bad Air required (clm) 0 0 0 0 1 1 3319 0 4925 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AGZA wotFt2017•Jun 22 1 rights- Right-Suile® Universal 2017 17.0.23 RSU16877 Page 3 am0esklop\TEMP PRINT\Lot 274 Birch LHG • S rup Cak a MJ8 Building faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 • 9307 Web: www OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MWIC 0 It 8.0 It heat/cool 7.5 x 80 It 60.0 112 LAUN 0 0 8.0 It heat/cool 6.5 x 6.0 It 39.0 Its Ty Construction number B`' value F ) Or HTM Btuh/I12) Area (III or perimeter (It) Load atuh) Area (It j or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W VJl L 12C_Osw 0_(&I a 2.38 2.38 8.87 2.41 0 0 0 0 0 0 0 0 12C-Osw 4A5-2ov 0.091 0.340 a a 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 1 yyll 13A-flocs 485.21v 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I- p W 12C-Osw 0_091 n 2_38 2.41 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 4A5.2ov 13A-flocs 10D-v 4AS-2ov 4A -2ov 0.091 0.340 0_340 0.143 0.340 0.340 0.340 w w w w w w w 2.38 8.87 8 87 8.73 8.87 8.87 8.87 2.41 31.45 31.45 2.90 16.94 21.31 21.31 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-G P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 60 60 50 106 39 39 33 69 F M-Obsc 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 1M-19cscp 0.049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A-Ipm 1.180 30..8Q 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 51 Envelope loss/gain 77 113 33 18 12 a) Inliltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 500 Subtotal (lines 6 to 13) 77 113 331 518 14 15 Less external load Less trarlsler Redistribution Subtotal Duct bads 1 19% 1 261% 1 0 0 23 99 19 0 0 43 157 41 191% 261% 0 0 31 63 12 0 0 59 576 151 Total room load Air required (clm) I I 118 0 198 10 1 1 75 0 727 38 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. 11,10- wrightsoft 2017•Jun•22 11:22 07 ZcA Right•Swte4D Universal20t7 17.0.23 RSUt6B77 Page 4 an\Desktop\TEMP PRINT\Lot 274 Birch LHG - S.rup Calc - MJ8 Building laces: S wrightsofr Right-M Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MBTH 0 It 80 It heat/cool 6.5 x MO It 97.5 It2 MTOI 0 If 8.0 If heat/cod 3.5 x 7.0 If 24.5 Ile Ty Construction number U-value 131uh/f(2--F) Or HTM Btuhlltq Area (ft2) or perimeter (11) Load Btuh) Area (I12) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W yl I--C 12C_Osw _ _ 12C-Osw 4A5.2ov 0_091 n 2.38 2.41. 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 a a 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 11 0 13A400s 4135.21v 1100 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 12C-Osw 4A5-2ov 4A52ov 0_091 0.091 0.340 0340w 0.143 0.340 0.340 0.340 s w w w w w w 2_38 2.38 8.87 8,87_3t_45 3.73 8.87 8.87 8.87 2.41 0 0 0 0 0 0 0 0 2.41 31.45 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0__ 0 0 0__0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-flocs 10D-v 4A5.2ov 4A5.2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 G I--G P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0_032 0.84 1.76 98 98 81 171 25 25 20 43 F 1910-bcp 0.295 2.89 204 0 0 0 0 0 0 0 0 F M-19cscp 0.049 0.44 0.31 52 52 23 16 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0_ 0 6 c) AED excursion 17 4 Envelope loss/gain 104 171 20 39 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 104 171 20 39 14 15 Less external load Less transfer Redistribution Subtotal Duci bads 19% 261% 0 0 0 104 20 0 0 0 171 45 19% 26% 0 0 16 36 7 0 0 30 70 18 Total room load Air required (cIm) 124 0 216 11 1 1 43 0 88 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvrightsoft' 2017-Jun-22 11:22:07 AG A Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 an\Desktop\TEMP PRINT\Lot 274 Birch LHG - S.rup Calc a MJ8 Building laces S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 web: www.OneStopCooling.com License: CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 It 80 It heat/cool 3.5 x 3.5 It 12.3 It2 BE03 10.5 It 8.0 It heat/cool 1.0 x 162.5 It 1625 W Ty Construction number U-value Btuh/10x F) Or HTM BtuhlIII Area (III or perimeter (It) Load Btuh) Area (III or perimeter (I) Load Stuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W I -Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 yl f 12C-Osw 4A5.2ov 0.091 0.340 a a 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 11 yl I--G 13A-4ocs 48S21v 11 DO 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L._p W I -Osw 0_091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 4A5-2ov 4A5-2ov 13A400s IOD-v 4A5.2ov 4A5-2ov 0.091 0.340 0W 0.143 0.340 0.340 0.340 w w w w w w w 2.38 8.87 887 3.73 8.87 8.87 8.87 2.41 31.45 31_4$ 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0__ 0 0 0 0 84 0 30 0 0 0 0 54 0 0 0 0 0 0 126 0 266 0 0 0 0 130 0 944 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G Ind P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 12 12 10 22 163 163 136 286 F Iq_A-Obsco 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F M-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-lpm 1.180 90.80 0 0 0 0 0 0 0 0 6 c) AED excursion 2 345 Envelope loss/gain 10 20 530 1704 12 a) Infiltration b) Room ventilation 0 0 0 0 490 0 180 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 1 230 0 Subtotal (lines 6 to 13) IO 20 1020 2114 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 26% 0 0 10 0 0 0 0 20 0 0 19% 261/6 0 0 18 1038 194 0 0 35 2148 564 Total room load Air required (cfm) 0 0 0 0 1233 0 2712 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrigltttsOfft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 Jun 22 1 Page 6 an%Desklop\TEMP PRINT%Loi 274 Birch LHG - S.rup Calc . MJ8 Building laces: S wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BTH2 0 It 8.0 It heat/cool 11.0 x 5.5 1t 60.5 112 BED2 11.0 It 8.0 It heat/cool 11.0 x 16.5 It 181.5 f12 Ty Construction number U-value Btutvft2-'F) Or HTM let III Area (ft2) or perimeter (It) Load 81uh) Area (III or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 12C-Osw 4A5-2ov 0.091 0.091 0.340 n_ a a 2.38 2.38 8.87 2.41 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl f_:: 13A-40cs 4B5.21v 11 Do 0.143 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D W 12C-osw 12C-Osw 4A5.2ov 4A2ov 13A4ocs 1 OD-v 4A5. 2ov 4A5- 20v 0. 091 0. 091 0. 340 0L340 0. 143 0. 340 0. 340 0. 340 s w w w_ w w w w 2. 38 2. 38 8. 87 8. 87 3. 73 8. 87 8. 87 8. 87 2. 41 0 0 0 0 0 0 0 0 2. 41 31. 45 3. 1.45 2. 90 16. 94 21. 31 2131 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 15 15 58 0 0 138 133 L33 140 472 472 G I-- G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1 76 61 61 51 106 182 182 152 319 f_ Obscp 0 2n5 2.89_ 2.04 0 0 0 0 0 0 0 0 F 19C-19csse 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 340 Envelope losstgain 51 97 556 1742 12 a) Infiltration b) Room ventilation 0 0 0 0 513 0 188 0 13 Internal gains: Occupants @ 230 Appliances/ olher 0 0 0 1 230 1 0 Subtotal ( lines 6 to 13) 51 97 1069 2161 14 15 Less external load Less transfer Redistribution Subtotal Ouct loads 1 19% 26% 0 0 15 65 12 0 0 28 125 33 19% 1 269/. 0 0 8 1077 201 0 0 15 2176 571 Total room load Air required (cfm) 77 0 158 8 1278 0 2747 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2017•Jun•22 1 Right - Suite® Universal 2017 17.0.23 RSU 16877 Page 7 anXDesklop\ TEMP PRINT\Lot 274 Birch LHG - S.rup Calc - Mill Building laces S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 274 Birch LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR2 0 It 8.0 If heat/cool 4.0 x 15.5 It 62.0 ft2 FOY 5.5 It 9.3 It heat/cool 1.0 x 78.3 If 78.3 (12 Ty Construction number U-value Btuh/11x•F) Or HTM atuh/It9 Area (It) or perimeter (I) Load Btuh) Area (It2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W_ yl Lea 12C-0sw 1210-0sw 4A5-20v 0_091 0.091 0.340 n a a 2.382.38 8.87 2.41 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Val G 13A-400s 485.21v 1100 0.143 0.340 0.390 a a e 3.73 8.87 10.18 290 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 51 0 21 30 0 21 113 0 214 87 0 258p W 12C4sw 12C-Osw 4A5.2ov 4A5 20v 13A-4ocs 100-v 4A5,20v 4A5.2ov 0_091 s 2_38 2.41 0 0 0 0 0 0 0 0 0.091 0.340 0_340 0.143 0.340 0.340 0.340 w w w w w w w 2.38 8.87 2 87 3.73 8.87 8.87 8.87 2.41 3145 21_45 2.90 16.94 21.31 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G P 12C-Osw 0.091 2.38 1.51 0 0 0 0 181 181 273 C 168Qb.30ad 0 032 0.84 1.76 62 62 52 109 0 0 0 F 19g p 0.295 2.89 2.04 2 2 6 4 0 0 k!;1609 0 F 19C-19csc 0.049 0.44 0.31 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 78 6 0 6 c) AEO excursion 10 65 Envelope loss/gain 58 103 926 553 12 a) Infiltration b) Room ventilation 0 0 0 0 298 0 109 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 58 103 1225 662 14 Less external load Less transfer Redistribution Subtotal Duct bads 191/6 1 26%1 0 0 58 0 0 0 0 103 0 0 19"/a 269/6 0 0 1225 0 0 0 0 662 0 0 r Total room load Air required (clm) 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 1 Page 8 an\0esklop\TEMP PRINT\Lot 274 Birch LHG - S rup Calc = MJ8 Building laces S wrightsoft• Right-J® Worksheet Job: Lot 274 Birch LHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 It 8.0 It heat/cool 1.0 x 128.8 It 128.8 ft2 Ty Construction number U•value BIuIVfl2•F) Or HTM atuh/(t2) Area (119 I or perimeter (It) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W Val t-C 12C Osw 12C-0sw 4A5-2ov 0_091 n 238 2.41 0 091 0.340 a a 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 I1 yl fit' 0 13A flocs 48S21v D0 0. w 0.340 0.390 a a a 3.73 8.87 10.18 2.90 11.04 12.27 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 12C-0sw 4AS2ov 4AS2ov 13A-40cs 100-v 4AS2ov 4A5-2ov 0.091 e 2.38 2.38 8.87 887 3.73 8.87 8.87 8.87 2.41 0 0 0 0 0.091 0.340 Q3A0 0.143 0.340 0.340 0.340 w w w w w w w 2.41 31.45 3145 2.90 16.94 21.31 21.31 0 0 0 6 0 0 0 0 0 0 0 0 G G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0LL-GG^ P 12C-0sw 0.091 2.38 1.51 0 0 0 0 C 10-30ad 0.032 0.84 1.76 129 129 108 226 F 196-0bscp 0.295 2. 2.04 0 0 0 0 F 19C•19cscp 0.049 044 0.31 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 20 Envelope loss/gain 108 206 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 108 206 14 IS Less external load Less transfer Redistribution Subtotal Duct loads 1 19% 1 26% 0 0 1p8 0 0 0 0 206 0 0 Total room load Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. C wrightsoft- 2017-Jun-2211:22:07 Right-Suile® Universal 2017 17 0.23 RSU 16877 Page 9 an\Desktop\TEMP PRINT\Lot 274 Birch LHG . S.rup Calc a MJ8 Building faces: S Duct System SWtIjht50ft' yem Summary Job: Lot 274 Birch LHG - S Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 1000 cfm 169 ft Name Design Btuh) Htg cfm) Clg cfm) Design FA Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2747 0 145 0.282 7.0 Ox 0 VIFx 20.4 100.0 SO BE03 c 2712 0 143 0.290 7.0 Ox0 VIFx 17.3 100.0 st1 BTH2 c 158 0 8 0.296 4.0 Ox0 VIFx 14.9 100.0 st1 FAM c 2230 0 118 0.209 6.0 OA 0 VIFx 47.8 115.0 st4 FAM-A c 2230 0 118 0.213 6.0 Ox 0 VIFx 44.3 115.0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VIFx 37.5 120.0 st4 LAUN c 727 0 38 0.291 4.0 Ox 0 VIFx 16.7 100.0 st1 MBED c 2463 0 130 0.277 7.0 Ox 0 VIFx 17.7 105.0 st3 MBED-A c 2463 0 130 0.265 6.0 Ox 0 VIFx 28.4 100.0 st3 METH c 216 0 11 0.272 4.0 Ox 0 VIFx 19.8 105.0 st3 MTOI c 88 0 5 0.269 4.0 Ox 0 VIFx 21.6 105.0 st3 MWIC c 198 0 10 0.278 4.0 Ox 0 VIFx 17.3 105.0 st3 PWDR c 756 0 40 0.201 4.0 Ox 0 VIFx 49.0 120.0 st4 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st2 st3 Peak AVF 0 287 0.265 649 9.0 0 x 0 VinlAx st2 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st1 Peak AVF 0 335 0.282 758 9.0 0 x 0 VinlAx Bold/italic values have been manually overridden C Wrl htSOft' 2017-Jun-2211:22:08 9 Righl-Sw1e® Universal 2017 17.0.23 RSU16877 Page I an\Desklop\TEMP PRINTtLo1 274 Birch LHG - S.rup Calc a MJ8 Building laces S Name Grille Size (in) Htg c(m) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx c wri htsoft' 2017-Jun-2211.22.08 9 Right -Suite® Universal 2017 17.0.23 RSU 16877 Page 2 ACCK ...an\Desktop\TEMP PRINT\Lol 274 Birch LHG - S.rup Calc - MJ8 Building laces: S Static Pressure and Friction Rate Job: Lot 274 Birch LHG - S wrightsoft• Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun. Winter Park. FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) it) Measured length of run -out 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 FrictionRate Heating Cooling iN100ft) iN100ft) Supply Ducts 0.201 > 0.18 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, to=35: TotalEL=120 Return TotalEL=0 2017 Jun 22 1 age IwrightsoftR,ghl-Suite® Universal 2017 17 0 23 RSU 16877 P MCA Page an\OesklOp\TEMP PRINT\Lot 274 Birch LHG - S.rup Cale = MJB Building laces S Level 1 Level 2 EF1 - 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL - 50 CFM Fan EFL2 - 80 CFM Fan EFL3 - 110 CFM Fan VTR = Vent to Root VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB - Large Reduction Box FBB = Feld Built Box RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lo 275 Redwgrod- RHG - S41 Builder Name: One Stop Cooling and HeatingxStreet: 3yQ SJy U! Yorc to - Permit Office: $QK ' City, State, Zip: Sanford , FL , Permit Number: - 2 Owner: Taylor Morrison Jurisdiction: 691f 0d0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R. ft2 10. Ceiling Types (1160.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area above grade (ft2) 1957 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0.34 165.37 ft2 SHGC: SHGC=0.32 b. U•Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R-0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 43.34 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and F tHE STgT OthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O =_ Code. og;,,,ys,9„e, b, Bo1,,, calculation indicates compliance y i„°' = _,• r O Bojan Paukovic Pauk-we with the Florida Energy Code. F,nnr °••. ; , PREPARED BY: oa«:2o»ob.z2,,:3:.oz 0400 Before construction is completed DATE: this building will be inspected for CA 0 a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD WE'D OWNER/AGENT: L BUILDING OFFICIAL: DATE: 7 L f' DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 An for whole house. 6/22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 PORM RdnS_7n1A PROJECT Title: Lot 275 Redwood RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 275 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempJDesignLocationTMYSiteZone97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 253 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1st Floor 34 ft 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ____ ____ 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt- To_ Wall_T.ype R_Value-Ft-In-Ft-In Area-R_Value-Fraction-Absor._ Grade/6- 1 S=>W Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 S=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 NE Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None .4 3 8 24 ft2 2 -=>NE Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). Wall Overhang y Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 It 0 in 2 ft 0 in Drapes/blinds None 2 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft0 in 2 ft 0 in Drapes/blinds None 3 e=>S 4 Vinyl Low-E Double Yes 0.34 0.32 4.0 ft2 1 It 0 in 11 ft0 in Drapes/blinds None 4 w-> N 5 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft0 in Drapes/blinds None 5 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 ft0 in Drapes/blinds None 6 W=>N 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 ft 0 in 2 ft0 in Drapes/blinds None 7 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.9 ft2 13 ft 0 in 2 It 7 in Drapes/blinds None 8 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 9 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) . 000273 1402.9 77.02 144.85 2456 5 6/22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None tt2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjr 1, Heatinf l Jan f[ ]1 Feb i( 1 Mar Jan [ x1 Feb IXI Mar r 1 Apr (1 I 1 pr f May XI Jun (XI Jul 1 May 4 1 Jun j 1 Jul X1 Au I 1 Aug iXI Se j 1 Sep W Oct Oct N Nov Nov H Dec Dec Ventin [ ] Jan 1] Feb [XJ Mar X) A r [ Ma [ ] Jun [ ] Jul Au Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 22/2017 11:29 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, FL, MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 606C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 554F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/22/2017 11:29 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 ft2 1957 b. N/A R= ft2 Area c. N/A R= ft2 165.37 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 Insulation R=0.0 R=0.0 R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 26.4 HSPF:9.00 2.237 ft. 0.321 Area 14. Hot water systems 907.00 ft2 a. Electric Cap: 50 gallons EF: 0.9 797.00 f12 253.00 ft2b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Z? Date: Address of New Home:_3g9 s6;rm-e 6#Ae City/FL Zip: a cHE STq dit s* ) Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 22/2017 11:29 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 275 Redwood RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft` Project Summary Entire House One Stop Cooling and Heating Job: Lot 275 Redwood RHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, A Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 18994 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh He195g Coolin none) Area ft 2 7 195 Equipment latent load 3729 Btuh Volume (ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/It7llc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C l I1tSOft' 2017-Jun-2211:28:04 Wr 9 Right•Suite® Universal2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT%Lot 275 Redwood RHG - S.rup Calc = MJ8 Building laces: S wrightsofC Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629. 9307 Web www.OneStopCooling com License: CAC032444 1 Room name Entire House PWOR 2 Exposed wall 84.0 It 6.5 It 3 Room height 8.6 It d 9.3 it heat/cool 4 5 Room dimensions Room area 1956.8 Il= 4.0 x 8.0 1t 32.0 It2 Ty CCionstrlion U-value Or HTM Area (Its Load Area (Itj Load BtuW1l2•F) BtufJIV) or perimeter (it) Btuh) or perimeter (It) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-0sw 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 30 0 266 944 0 0 0 0C 4A5.2ov 0.340 a 8.87 31.45 15 0 137 485 0 0 0 0 Val l 13A•40cs 0.143 a 3.73 2.90 88 60 225 175 33 29 107 83 11 4A5.2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126C' p W 1100 12C-Osw 0.390 0.091 a s 10.18 2.38 12.27 2.41 24 56 24 56 244 133 294 135 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3.73 2.90 28 28 104 81 28 28 104 81 12C-Osw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 172 15 119 0 264 129 287 459 0 0 0 0 0 0 0 0GT4A5-2ov 485.2Iv 13A-4oc5 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 30 8 200 0 0 129 266 65 480 944 260 372 0 0 0 0 0 0 0 0 0 0 0 0 GG 100-v 4A5.2ov 0.340 0.340 w w 887 8.87 7.73 31.45 18 18 18 0 159 155 138 550 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 36 344 0 344 319 817 1132 518 0 116 0 116 0 276 0 175 C 168-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-0bscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 1311 13 Envelope loss/gain 6243 10579 731 470 12 a) Inlihration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (Imes 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct loads 1 20% 26% 1936 3986 20% 26% 278 203 Total room bad I 11614 19501 IW7 9% Air required (cfm) 1 0 1000 1 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p wrightsoft- 2017-Jun-22 11:28:04 Right -Suite® Universal 2017 17 0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lol 275 Redwood RHG - S.rup Celc - MJ8 Building faces. S wrightsofC Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www OneStopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 it 3 Room height 9.3 1t heat/Cool 9.3 it heat/cool 4 5 Room dimensions Room area 1.0 x 293.5 It 293.5 It2 1.0 x 347.8 It 347.8 ft2 Ty Construction number U-value Btuh/ft2•F) Or HTM at ill Area (III or perimeter (It) Load atuh) Area (ft2) or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+l 12C-Osw 4A5-2ov 4A5.2ov 0.091 0.340 0.340 a a a 2.38 887 8.87 241 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 I-C I-D 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 12C-Osw 0 390 0.091 a s 10.18 2.38 12.27 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W W 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 V I 12C- 4A5.2ov2ov 0. 0.340340 w w 2. 8.8787 241 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 163 0 0 91 0 0 341 0 0 265Vh13A-40cs 10D•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 18 18 18 0 159 155 138 5W 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 168-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Intemal gams: Occupants @ 230 0 0 0 0 Appliances/other 12001 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 1151 Duct loads 1 209/6 M 178 406 20% 260% 547 907 Total room bad I 1068 1987 3282 4438 Air required (cfm) I 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -Fk wrightsoft- 2017-Jun-2211:28:04 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 275 Redwood RHG - S rup Calc - MJ8 Building faces: S wrightsoft* Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 4.0 x 12.5 it 50.0 It2 17.5 x 14.5 It 253.8 IP Ty Construction U-value Or HTM Area (It2) Load Area (III Load number Stuh/ftZ•F) Stuh/09 or perimeter (it) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 vtl 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 t-CC 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 yl 13A4ocs 4A5.2ov 0.143 0.340 a a 3.73 8.87 290 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Cp11DO0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 3145 0 0 0 0 0 0 0 0 140 15 95 0 227 129 230 459 4A5.2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 3248 2.90 0 0 37 0 0 37 0 0 139 0 0 108 30 0 0 0 0 0 266 0 0 944 0 0 10D-v 4A5.2ov 0.340 0.340 w w 8.87 8.87 773 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.60 0.00 50 4 123 0 0 0 0 0 6 c) AED excursion 16 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution W 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct bads 20y. 26% 0 0 20Yo 26% 376 t016 Taal room bad 0 0 2258 4970 Air required (cm) 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e wrightsoft- 2017-Jun-2211:28:04 Right -Suite® Universal 2017 17.0.23 RSU16877 Pape 3 Desktop\TEMP PRINT\Lot 275 Redwood RHG - S.rup Cale a MJ8 Building laces: S wrightsofh Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 275 Redwood RHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneSlopCooling.com License: CAC032444 1 mRooname MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 8. 5 x 7.5 It 63. 8 f12 60 x 7.0 It 42. 0 112 Ty Construction number U• value Btuh/ Wt *F) Or HTM at fig Area ( fig or perimeter (It) Load atuh) Area ( ft2) or perimeter (it) Load Stuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 Vjl IL--- fC 12C- 0sw 4A5. 2ov 4A5. 2ov 0. 091 0. 340 0. 340 a a a 2. 38 8. 87 8. 87 2. 41 31. 45 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A400s 4A5- 2ov 0. 143 0. 340 a a 3. 73 8. 87 2. 90 3145 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO QC-Osw 13A-40cs 0.390 0.091 0.143 a s s 10. 18 2.38 3.73 12.27 2.41 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W Vjl 12C- 0sw 4A5.2ov 0.091 0.340 w w 2. 8. 8787 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8. 87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100- v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 4A5. 2ov 12C-Osw 0.340 0.091 w 8. 87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168- 30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F F 19A- Obscp 19C•19csco 0.295 0.049 2.89 0.44 2.04 0.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A• tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/ gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct bads 1 20'/0 1 26°/a 1 13 37 20% 26% 13 174 Total room load 80 179 80 8W Air required ( cfm) 0 9 1 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e _rk wrightsoft' 2017•Jun•2211 28:04 Righl•Suite® Universal 2017 17 0.23 RSU16877 Page 4 Desktop\TEMP PRINT\Lot 275 Redwood RHG - Saup Celc - MJ8 Building (aces: S wrightsoft Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com License: CAC032444 I Room name MBTH MTOI 2 Exposed wall 0 it 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cod 4 5 Room dimensions Room area 1.0 x 105.5 It 105.5 It' 3.5 x 6.0 It 21.0 It' Ty Construction U-value Or HTM Area (III Load Area (I12) Load number StutVtt2-*F) B(uh/It2) or penmeter (ft) Btuh) or penmeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 T 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0fC4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-00cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 Vjl 4A5.2ovAS-2ov 0. 3400.340 w w 2. 878.87 1.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 13AAOcs 0.340 0.310 0.143 w w w 8.87 8.09 373 31.45 32.48 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1OD-v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19csc0 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 list Duct loads 1 20% 26% 24 80 20% 269/6 4 9 Total room bad 144 389 21 42 An required (cim) 0 20 1 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c ' wrfighftsoft' 2017-Jun-2211:28'04 ArCk Right -Suite® Universal 2017 17.0.23 ASU16877 Page 5 Desktop\TEMP PRINT\Lot 275 Redwood RHG - S.rup Calc a MJ8 Building faces. S wrightsof it Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 275 Redwood RHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneSlopCooling.com License CAC032444 1 Room name BEDS 2 Exposed wall 0 It 19.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 3.0 x 55 It 16.5 ft2 1.0 x 151.0 It 151.0 It2 Ty Construction number U-value Btuh/ft2-*F) Or HTM Btuh/fl2) Area (1t2) or penmeter (ft) Load atuh) Area (III or penmeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl I--C 1--f 12C-Osw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 96 30 0 66 0 0 157 266 0 159 944 0 V I--G11 13A-4ocs 4A5.2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LD IIDO 12C- 0sw 13A- 40cs 0. 390 0. 091 0. 143 a s s 10. 18 2. 38 3. 73 12. 27 2. 41 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 0 133 0 0 135 0 W W yyyyllll 12C-0sw 4A5- 2ov 0. 091 0. 340 w w 2. 38 8. 87 2. 41 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ov 485. 2Iv 13A- 40cs 0. 340 0. 310 0. 143 w w w 8. 87 8. 09 3. 73 31. 45 32. 48 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D- v 4A5. 2ov 4A5. 2ov 12C4sw 0. 340 0. 340 0. 340 0. 091 w w w 8. 87 8. 87 8. 87 2. 38 7. 73 31. 45 31. 45 1. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC 16B-30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F F 19A- 011scp 19C• 19csco 0. 295 0. 049 2. 89 0. 44 2. 04 0. 31 0 0 0 0 0 0 0 0 0 149 0 149 0 66 0 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 136 Envelope loss/gain 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Co) 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 14 26 11477 2191 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct loads 1 20% 26'/e 1 0 0 20% 26% 297 575 Total room bad 0 0 1785 2814 Air required (elm) 0 0 1 1 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoft- 2017-Jun-2211:28:04 Right - Suite® Universal 2017 17.0.23 RSU16877 Page 6 Desklop\ TEMP PRINT\Lol 275 Redwood RHG - S.rup Cale . MJ8 Building faces: S wrightsof - Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 -6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 6.0 x 5.5 It 33.0 ft2 1.0 x 158.5 1l 158 5 ftx Ty Construction U-value Or HTM Area (fig Load Area (It) Load number Btuh/(tzOF) B(uh/fl2) or perimeter (It) Btuh) or perimeter (1t) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Ytl IL-G 12C-0sw 4A5.2ov, 4A5-2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 76 0 15 61 0 0 144 0 137 146 0 485 11 yl C 13A-4ocs 4A5.2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L -p W W 1100 12C-Osw 13A-40cs 0.390 0.091 0.143 a s s 10.18 238 3.73 12.27 2.41 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 3A-40CS 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 4A5.2ov 4A5-2ov 12C-0sw 0.340 0.340 0.340 0.091 w w w 8.87 8.87 8.87 2.38 7.73 31.45 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N1 P C 16B-30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F F I9A-0bscp 19C-19csco 0.295 0.049 2.89 0.44 2.04 0.31 0 33 0 33 0 15 0 10 0 26 0 26 0 12 0 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct bads 120% 1 26%1 11 33 20% Of 163 377 Total room load 67 161 979 1843 Air required (clm) 0 8 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 11.28:04 Right -Suite® Universal 2017 17 0 23 RSU16877 Page 7 Desktop\TEMP PRINT\Lot 275 Redwood RHG - S rup Catc - MJ8 Building laces: S wrightsoft Right-J® Worksheet Enure House One Stop Cooling and Heating Job: Lot 275 Redwood RHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License, CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 6.0 It 3 Room height 8.0 If heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 4.0 x 16.5 It 660 ft2 1.0 x 110.0 It 110.0 112 Ty Construction number U•value Bluh/It2-*F) Or HTM Btuh/112) Area (112) or penmeter (ft) Load atuh) I Area (III or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 L--- T 12C-Osw 4AS2ov 4AS2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t t 13A-4ocs 4A5.2ov 11D0 12C-Osw 13A-40cs 0.143 0.340 0.390 0.091 0.143 a a a s s 3.73 8.87 10.18 2.38 3.73 2.90 31.45 12.27 2.41 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 24 0 0 32 0 24 0 0 119 0 244 0 0 92 0 294 0 0 W W 4A5-2ov 4A5.2ov 485.21v 13A-4008 100•v 4A5.2ov 4AS-2ov 12C-Osw 0.091 0.340 0.340 0.310 0.143 0.340 0.340 0.340 0.091 w w w w w w w w 2.38 8.87 887 8.09 3.73 8.87 8.87 887 2.38 241 31.45 31.45 32.48 2.90 7.73 31.45 31.45 1.51 32 0 0 8 0 0 0 0 0 24 0 0 0 0 0 0 0 0 57 0 0 65 0 0 0 0 0 58 0 0 260 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 0 0 287 0 0 0 0 0 0 0 0 182 TE 12C-Osw Val G I; f P C 168.30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 6 c) AED excursion 96 63 Envelope loss/gain 183 534 835 5W 12 a) Infiltration b) Room ventilation 154 0 58 0 268 0 101 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct bads 20'/6 2611 0 0 209/e 261/6 1 0 0 Total room bad 0 0 0 0 Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pkwrightsoft- 2017-Jun-22 11 28.04 Right-Suile® Universal 2017 17 0.23 RSU16877 Page 8 Desktop\TEMP PRINT\Lot 275 Redwood RHG • S.rup Calc - MJ8 Building faces: S wrightsofte Right-J® Worksheet Job: Lot 275 Redwood RHG - S Entire House Date: 06/22/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name PNTY TO12 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 18.3 It 18.3 IR 6.0 x 6.5 it 39.0 ft2 Ty Construction number U•value BIufVIt2-*F) Or HTM BIufVIt2) Area (III or perimeter ((t) Load Btuh) Area (Its) or perimeter (II) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vjl CC 12C-Osw 4A5.2ov 4A5-2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 11 13A-40cs 4A5.2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 12C- 0sw 13A- 40cs 0. 390 0. 091 0. 143 a s s 10. 18 2. 38 3. 73 12. 27 2. 41 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W yyylll 12C-0sw 4A5. 2ov 4AS- 2ov 485. 21v IOD• v 4A5. 2ov 4A5. 2ov 12C- Osw 0. 091 0. 340 0. 340 0. 310 0. 143 0. 340 0. 340 0. 340 0. 091 w w w w w w w w 2. 38 8. 87 8. 87 8. 09 3. 73 8. 87 8. 87 8. 87 2. 38 2. 41 31. 45 31. 45 32. 48 2. 90 7. 73 31. 45 31. 45 1. 51 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 99 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vh13A- 40cs P C 16B-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A•Obscp 0.295 2.89 Z04 0 0 0 0 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1_180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Imemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 10 500 Subtotal ( lines 6 to 13) 99 66 38 519 Less extemal load 0 0 0 0 Less lrarsfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct bads 20% M 20 17 20% M% 11 153 Total room load 119 83 65 750 Air required (elm) 0 4 1 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 11:28:04 AM Right -Suite® Universal 2017 17.0.23 RSU16877 Page 9 Desktop\ TEMP PRINT\Lot 275 Redwood RHG - S rup Calc - MJ8 Building faces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 275 Redwood RHG - S Date: 06/22/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room dame 2 Exposed wall 0 It 3 Room height 80 It heat/cool 4 5 Room dimensions Room area 1.0 x 156.3 It 155.3 42 Ty Construction number U•value Bluh/112•F) Or HTM Btult/fig I Area (fig or penmeter (11) Load atuh) Area or penmeter Load Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 yl G 12C-0sw -- ---- 4AS2ov 4AS2ov 0.091 0.340 0'340 a a e 2.38 8.87 8.87 2.41 31.45 31.45_____ 0 0 0 0 0 0 0 0 0 0 0 0G 11 v f 13A-flocs 4AS2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 D 11D0 ----- 12C-0sw_------ 13A-40c8 0390 0.091 0.143 e s_ s 0.18 2.38 3.73 12.27 2.41 2.90 0 0 0 0 0 0 o 0 0 o 0 0 W _ W GTE 4AS2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 GG VVjjll 4AS2ov 485-2fv- _ _ - - 13A-40cS 0.340 0.310 0.143 w w. w 8.87 8.09 373 31.45 32.48 2.90 0 0- 0 0 0 0 0 0 0 0 0 0 E --G 100•v 4AS2ov 0.340 0.340 w w 887 8.87 7. 31.4545 0 0 0 0 0 0 0 0 P 4AS2ov - 12C-0sw 0.340, 0.091 w 8.87 2.38---1.51_---- 31.45 0 o 0 0 0 0 0 0----- C 16B•30ad 0.032 0.64 1.76 155 156 130 273 F 19A:0bscp - - 0.295 r 2.89 2.04 0 0 0 0-- F_ 19C•19csco 0.049 0.44 0.31 33 33 15 10 F - 22-tpm--- - 1.180 6 c) AED excursion 74 Envelope losstgain 144 210 12 a) Infiltration o 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct Toads 1 20°/a 26% 0 0 Total room bad 0 0 Air required (c1m) 0 0 Calculations amroved by ACCA to meet all requirements of Manual J 8th Ed. F F wrightsoft' 2017•Jun•22 11.28 04 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 10 Desklop\TEMP PRINT\lot 275 Redwood RHG - S rup Calc - MJ8 Building faces: S Duct System Summary Job: Lot 275 Redwood RHG - S wrightsoft` y Date: 06/22/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 -6920 fax: (407) 629 - 9307 Web: www.OneStopCooling com License CAC032444 For: Taylor Morrison Sanford, FI External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 1000 cfm 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (it) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 stl BE03 c 2814 0 144 0.307 7.0 Ox0 VIFx 15.6 95.0 stl OTH2 C 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 stl FAM c 2219 0 114 0.268 6.0 Ox 0 VIFx 21.7 105.0 st2 FAM-A C 2219 0 114 0.249 6.0 0 VIFx 26.6 110.0 st2 KIT C 1987 0 102 0.301 6.0 Ox 0 VIFx 8.1 105.0 st2 LAUN C 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 stl MBED c 2485 0 127 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 MBED-A C 2485 0 127 0.278 7.0 Ox 0 VIFx 22.2 100.0 st3 MOTH C 389 0 20 0.285 4.0 Ox 0 VIFx 19.1 100.0 st3 MTOI C 42 0 2 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 stl PNTY c 83 0 4 0.280 4.0 Ox 0 VIFx 16.2 105.0 st2 PWDR C 995 0 51 0.253 4.0 Ox 0 VIFx 24.1 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox0 VIFx 13.6 95.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlFlx SO Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.272 627 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden 2017-Jun-22 11.28:05 wrightSIDW Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 275 Redwood RHG - S.rup Calc = MJ8 Building laces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx C fl htSOft' 2017-Jun-22 11:28:05 W 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 ACM ..\Desklop\TEMP PRINT\Lot 275 Redwood RHG - S.rup Calc - MJ8 Building laces: S Static Pressure and Friction Rate Job: Lot 275 Redwood RHG - S wrightsoft• Date: 06/22/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 4 0 Equivalent length of fittings 110 0 Total length 137 0 Total effective length 137 FrictionRate Heating Cooling in/ 100ft) i n/ 100ft) Supply Ducts 0.249 > 0.18 0.249 > 0.18 Return Ducts 0.249 > 0.18 0.249 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=O C wri hfiwSoft• 2017-Jun-2211:28:05 9 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 k0esktop\TEMP PRINT\Lot 275 Redwood RHG - S.rup Cale . MJ8 Building laces: S Level 1 I I I 4 fANAJ OD tiY eeec G 300AMS 1 no J I.. t uW0NAMD1 o3W I W 1t 18x1G2W YJfMA:l OA'.v 114 dm 6 • saaon r- Ia 10x6 T, 102 Cm Sur sWei 39A 10 OA'v o 4' r OA'' 4 F prTAR pyn arlo e3vnNee= utr aeeeseu wcinwauJ NA1 AIM1tAA 30M0M 00001 SW 30AM03M311t Ilw $ 101 AMA 30AAAD FIA0 t On •. v pow So~ A0go3wr 7w C PADS BVGC MN SQE 40' K10' 36' SEPARATION 16' OFF WALL 4' VC REFLINE CHASE TGC noluowotuC EF1 = 50 CFM Fan « EF2 - 80 CFM Fan EF3 = 110 CFM Fan EFL1 - 50 CFM Fan EFL2 = 80 CFM Fan ER-3 - 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wag DV = Dryer Vent RV - Range Vent Lineset Chase — — Condensate- - — T = Thermostat 1 SRB = Small Reduction Box LAB = Large Reduction Box FBB = Held Built Box Level 2 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 276 Willow RHG - S Builder Name: One Stop Cooling and Heating Street: 353 P 0 f4t 0% rl r•L" '` Permit Office: 2tw+a--st` City, State, Zip: Sanford , FL, Permit Number ' _ 2 2 9 3 Owner: Taylor Morrison Jurisdiction: 91 00 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R. ft2 10. Ceiling Types (1310.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1310.00 ft2 6. Conditioned floor area above grade (ft2) 2058 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(230.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0.34 226.86 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.924 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2058.0 sgff.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 ft2 None c. other (see details) R= 533.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 55.82 Glass/Floor Area: 0.112 PASSTotalBaselineLoads: 56.38 1 hereby certify that the plans and specifications covered by Review of the plans and THE STq, this calculation are in compliance with the Florida Energy specifications covered by this y0 _ _ •,O,r, Code. oigi,allysigned byBojan Bojan PaukoviC Pankow calculation indicates compliance with the Florida Energy Code. raj hq ' , ••'',•` 0' nn„ '°•. . , O PREPARED BY: Date: 201746.2213.0937-04.00• Before construction is completed DATE: this building will be inspected for 0 a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. DD 1NE' OWNER/ AGENT: - - BUILDING OFFICIAL- DATE: y `! ' /_% DATE: 11_ie= Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/ 22/2017 1:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 276 Willow RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 276 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 135 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL. New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 64.5 It 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC J Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1312 ft2 N N 6/22/2017 1:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1310 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype R_Value-Ft-In_Ft-.In-_Area-R_Value_Eraction-Absor._Grade%_ 1 NE=>S Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 2 NE=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 SE=>W Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ft2 0 0.25 0.6 0 4 SW=>N Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 5 SW=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 NW=>E Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ft2 0 0.25 0.6 0 7 NW=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 8 E Garage Frame - Wood 1st Floor 11 24 0 9 4 224.0 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>E Wood 1 st Floor None 46 2 8 6 8 17.8 ft2 2 NW=>E Wood 1st Floor None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>S 1 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 SW=>N 4 Vinyl Low-E Double Yes 0.34 0.32 45.0 112 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft2 13 It 0 in 2 ft 7 in Drapes/blinds None 4 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 6 NW=>E 6 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 NW=>E 6 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 h 0 in Drapes/blinds None 8 NW=>E 6 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 1 h 0 in 1 h 0 in Drapes/blinds None 9 NW=>E 7 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 461 ft2 461 ft2 64 If 9.3 ft 1 6/22/2017 1:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1456.2 79.94 150.34 .2424 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS J ---- Supply ---- Location R-Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 411.6 ft Attic 102.9 It Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolingjj jj Jan jj jj Feb jj jj Mar HeatinjXl Jan [XI Feb [XJ Mar Venting[) Jan [ ]Feb [XJ Mar Ceiling Fans: j j Apr j j May [XJ Jun jXj Jul jXj Au jXj Se [ j Oct j j Nov j ] pr j j May [ ] Jun j j Jul j j Au[ ] Sep [ ] Oct [XJ Nov XJ Apr [ ] May [ ]Jun [ ]Jul [ ] Aug [) Se [X] Oct [X] Nov Dec Dec Dec 6/ 22/2017 1:07 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/22/2017 1:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2515a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 1:08 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 606C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. O R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. O R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 1:08 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/22/2017 1:08 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1310.00 ft2 2058 b. N/A R= ft2 Area c. N/A R= ft2 226.86 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 4.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.8 SEER:15.20 ft2 1.924 ft. 0.320 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R-0.0 777.00 ft2 b. Floor Over Other Space R-0.0 748.00 ft2 c. other (see details) R= 533.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: -7 22 Address of New Home: 36'3 H 1J1 6,OVC t & *4, City/FL Zip: _3a I, 6 pvt kBtu/hr Efficiency 32.8 HSPF:8.70 Cap: 50 gallons EF: 0.9 Pstat O-tviE Srq s yRi sa O. n Cr a a WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/22/2017 1:08 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 276 Willow RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 1:08 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 276 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 • 9307 Web: www.OneStopCooling.com License. CAC032444 Promect Information For: Taylor Morrison Sanford, FL Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13492 Btuh Structure 17859 Btuh Ducts 2629 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh gone) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Use manufacturer's data n Rate/swing multiplier Equipment sensible load 0.97 25529 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolin none) 4676 BtuhArea (ft2 209 2 Equipment latent load Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equipment Total Load Sen+Lat) 30205 Btuh Equiv. AVF (cfm) 121 62 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil CBX27UH-036-230'++TDR AHRI ref 7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 24 OF Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl ht sOtft' 2017-Jun-2213:04.32 9 Right -Suite® Universal 2017 17 0 23 RSU16877 Page 1 nkDesklop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building laces: S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 276 Willow RHG - S Date: 06-22.2017 By: LF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling com License: CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 it 0 It 3 Room height 8.5 It d 9.3 It heat/cool 4 5 Room dimensions Room area 2090.5 It2 40 x 9.0 It 36.0 It= Ty Construction U•value Or HTM Area (112) load Area 019 Load number Bluh/flxOF) Btuh/I19 or perimeter (it) Btuh) I or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W I--G 12C-0sw 4A5-2ov 13A-40cs 0.091 0.340 0.143 no no ne 2.38 8.87 3.73 2.41 23.74 2.90 176 30 14 146 0 14 347 266 52 351 712 40 0 0 0 0 0 0 0 0 0 0 0 0W 11 W yI 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 24 176 24 131 57 311 58 315 0 0 0 0 0 0 0 0 I---G 4A5.2ov 13A-40cs IOD-v 0.340 0.143 0.340 sw sw sw 887 3.73 8.87 22.69 Z90 7.73 45 219 18 6 147 18 399 549 159 1021 426 138 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 18 36 0 0 155 319 426 877 0 0 0 0 0 0 0 0 y/ G 12C-Osw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 nw nw nw 2.38 8 87 8.87 2.41 23.74 23.74 488 15 30 439 0 0 1044 129 266 1058 346 712 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21v 13A-40cs 0.310 0.143 nw my 8.09 3.73 24.28 Z90 4 367 0 307 32 1147 97 890 0 0 0 0 0 0 0 0 1013•v 4A5.2ov 12C-0sw 0.340 0.340 0.091 rrw nw, 8.87 8.87 2.38 16.62 23.74 1.51 24 36 223 0 0 205 213 319 488 399 855 309 0 0 56 0 0 56 0 0 133 0 0 84P LD 11D0 168.30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0C F 19A-Obscp 0.295 2.89 Z04 111 111 320 225 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 779 65 1986 0 36 0 0 0 6 c) AED excursion 1 2072 3 Envebpe loss/gain 10025 13988 133 81 12 a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 1700 0 0 0 Subtotal (lines 6 to 13) 13492 17859 133 81 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 17859 133 81 15 Duct loads 19% 47% 2629 8351 19'/e 47-/e 26 38 Total room bad 16121 26210 1581 118 Air required (cfm) 1 0 1160 1 0 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghitsoft- 2017-Jun-22 13:04:32 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building faces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 276 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 It 28.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area ISO x 10.5 It 189.0 ft2 15.0 x 13.0 It 195.0 ft2 Ty Constrwion U•value Or HTM Area (III Load Area (Itg) Load number Bluh/fti•F) at III I or perimeter (It) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yI L-1 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 no no no 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11 W yl 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 mil' 4A5.2ov 13A-40cs 10D•v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 2.90 7.73 0 14 0 0 14 0 0 52 0 0 40 0 0 140 0 0 86 0 0 321 0 0 249 0G II G 4A5-2ov 4AS-2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 18 36 0 0 155 319 426 877 12C-Osw 4AS-2ov 4A5.2ov 0.091 0.340 0.340 nw nw nw 2.38 8.87 8.87 2.41 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G V 485.21v 13A-flocs 0.310 0.143 nw rnv 8.09 3.73 24.28 2.90 0 98 0 98 0 364 0 283 0 121 0 121 0 451 0 350 I tOD•v 4A5.2ov 12C-Osw 0.340 0.340 0.091 nw nw 8.87 8.87 238 16.62 23.74 1.51 0 0 167 0 0 150 0 0 355 0 0 225 0 0 0 0 0 0 0 0 0 0 0 0 2 P L--D IIDO 168. 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 18 0 18 0 182 0 219 0 0 0 0 0 0 0 0 0 CF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19oscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 189 12 370 0 195 28 862 0 61 c) AED excursion 1 811 1 475 Envelope losstgain 1323 686 2109 2378 12 a) Infiltration 264 95 617 223 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 1587 198212726 2601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1982 2726 2601 15 Duct loads 1 19% 47% 309 927 19% 479% 531 1216 Total room load I 1897 2909 347 3817 Air required (cim) 1 0 129 1 1 0 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- 2017-Jun-2213:04:32 Right- Suile® Universal 2017 17 0.23 RSU16877 Page 2 n\ Desktop\TEMP PRINT\Lol 276 Willow RHG - S rup Cale a MJ8 Building laces: S wrightsoft, Right-J® Worksheet Job: Lot 276 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax. (407) 629 - 9307 Web, www OneStopCooling com License: CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 It 0 It 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 310.5 It 310.5 f12 4.0 x 12.0 It 48.0 fl2 Ty Construction U•value Or HTM Area (ft2) Load Area (fig Load number Btuh/IVL*F) Btuh/It2) or perimeter (It) Btuh) or perimeter (11) Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W G 12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A•40cs 0.143 ne 3.73 2.90 14 14 52 40 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 V)I G 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.73 2.90 65 47 176 137 0 0 0 0 10D•v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0G I- G 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 G 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 rnv rtw 8.87 8.87 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II--G 485.21v 0.310 nw, 8.09 24.28 0 0 0 0 0 0 0 0 V613A-40cs 0.143 nw 3.73 290 149 89 331 257 0 0 0 0 10D-v 0.340 rtw 8.87 16.62 24 0 213 399 0 0 0 0 P L-0 4A5.2ov 12C-Osw 0.340 0.091 nw 8.87 2.38 23.74 1.51 36 0 0 0 319 0 855 0 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 311 25 755 0 48 0 0 0 61 c) AED excursion 1814 10 Envelope loss/gain 2005 2640 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2545 2835 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2835 0 0 Duct loads I19% 47"/, 496 1326 191% 47% 0 0 r Total room bad 3041 4161 0 0 Air required (cfm) 0 184 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wriightsaft' 2017•Jun•2213:04:32 Right•Suite® Universal 2017 17 0 23 RSU16877 Page 3 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc . MJ8 Building laces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 276 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License. CAC032444 1 Room name MBED MWIC 2 Exposed wall 30.5 It 7.0 It 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 15.0 x 15.5 It 232.5 112 7.0 x 12.5 It 87.5 f12 Ty Construction U-value Or HTM Area (112) Load Area (ftq Load number Stuh/I12-*F) Btuh/ft2) or perimeter (it) Stuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 ne 2.38 Z41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 no 3.73 Z90 0 0 0 0 0 0 0 0 W 120-Osw 0.091 se 2.38 Z41 0 0 0 0 0 0 0 0 11 yl I 12C-Osw 0.091 sw 2.38 2.41 120 75 178 181 56 56 133 135 4AS2ov 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 13A-40cs tOD-v 0.143 0.340 sw sw 3.73 8.87 Z90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 nw 2.38 2.41 124 109 260 263 0 0 0 0 IFS--(fC 4A5.2ov 0.340 nw 8.87 23.74 15 0 129 346 0 0 0 0 4A5-2ov 0.340 rtw 8.87 23.74 0 0 0 0 0 0 0 0 485.2(v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-flocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 IOD•v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P L--D 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 1100 168.30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 233 0 233 0 194 0 409 0 88 0 88 0 73 0 154C F 19A-Obscp 0 295 289 204 91 91 263 186 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1478 1 13 Envelope loss/gain 1424 2884 206 275 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 2002 3552 339 323 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3552 339 323 15 Duct bads 1 19% 479% 390 1661 19% 470% 66 151 Total room load I I 5214 4115 475 Air required (clm) 0 MI 1 0 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-- AM- wrightsoft' Right•Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 1 : 0e 2 AM .. n\Desklop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building faces: S wrightsoft Right-J® Worksheet Job: Lot 276 Willow RING - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name LAUN MBTH 2 Exposed wall 0 it 11.0 It 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 7.0 x 9.5 it 66.5 02 1.0 x 103.8 It 103.8 fit Ty Construmion U-value Or HTM Area (ft2) Load Area (III Load number Btuh/Iti°F) Btuh/III I or perimeter (it) Bluh) I or perimeter ((t) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W I 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 no no ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W 11 W 12C-Osw 12C•Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0YG4A5-2ov 13A-40cs 10D•v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 290 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II G 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 12C-Osw 4A5-2ov 4A5-2ov 0.091 0.340 0.340 nw nw nw 2.38 8.87 8.87 2.41 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 88 0 0 84 0 0 200 0 0 202 0 0 Val 485-21v 13A-flocs 0.310 0.143 nw nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 4 0 0 0 32 0 97 0 L2 tOD-v 4A5.2ov 12C-Osw 0.340 0.340 0.091 nw nw 8.87 8.87 2.38 16.62 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L- D IIDO 168- 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 67 0 67 0 56 0 117 0 104 0 104 0 87 0 182 CF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19osop 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 24 37 Envelope loss/gain 56 93 329 526 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 500 0 Subtotal ( lines 6 to 13) 56 593 538 601 Less external load 0 0 0 0 Less transfer 0 0 0 0 ReoSstribution 9 18 0 0 14 Subtotal 64 611 538 601 15 Duot bads 1 19% 47% 13 285 19% 470% 105 261 Total room bad 1 77 896 643 883 Air required (cfm) 0 40 0 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 13 04 32 Right - Suite® Universal 2017 17.0.23 RSU 16877 Page 5 n% Desklop\TEMP PRINnLot 276 Willow RHG - S.rup Calc a MJ8 Building faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 276 V illow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www.OneStopCooling.com License: CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 It 14.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 6.5 x 3.5 It 22.8 112 5.0 x 9.0 It 45.0 f12 Ty Construction U-value Or HTM Area (Itj Load Area (ftq Load number Btuh/fli•F) B(uh/ft2) or perimeter (11) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1M 1210-0sw 0.091 ne 2.38 2.41 0 0 0 0 40 40 95 96 4A5.2ov 13A-40cs 0.340 0.143 ne ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C W 11 W T 120-0sw 12C-0sw 0.091 0.091 se sw 2.38 238 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 13A-40cs 10D-v 0.340 0.143 0.340 sw sw sw 887 3.73 8.87 22.69 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4AS-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 G 12C-0sw 4A5-2ov 0.091 0.340 nw, nw, 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 72 0 72 0 171 0 173 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 Vjl 485.21v 13A-flocs 0.310 0.143 nw, nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L---(C` t00•v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 12C-0sw 0.340 0.091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L-D 11 DO 168.30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 23 0 23 0 19 0 40 0 45 0 45 0 38 0 79C F t9A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 45 45 20 14 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AEO excursion 2 1 18 Envelope loss/on 19 38 324 345 12 a) Inlinration 0 0 265 96 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 19 38 589 441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 38 589 441 15 Duct loads 190/0 471Y. 4 18 19% 479%1 115 206 Total room load 23 56 703 647 Air required (cfm) 0 2 0 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 13:Oe 6 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJS Building laces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 276 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BEDS WIC3 2 Exposed wall 18 0 It 5.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 12.0 x 12.0 It 144.0 ft2 5.0 x 9.0 It 45.0 W Ty Construction U•value Or HTM Area (III Load Area (It2) Load number Stutt/1t2•-F) Btut(12) or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t12C-0sw C 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne no no 2.38 8.87 3.73 2.41 23.74 2.90 96 30 0 66 0 0 157 266 0 159 712 0 40 0 0 40 0 0 95 0 0 96 0 0W 11 W yJ 12C-Osw 12C-0sw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 24 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 f 4A5.2ov 13A-4ocs 100•v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G EL-_-GG 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 4A5.2ov 4A5-2ov 0.091 0.340 0.340 nw nw rtw 2.38 8.87 8.87 241 2374 23.74 24 0 0 24 0 0 57 0 0 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 485.21v 13A-flocs 0.310 0.143 nw nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-C 10D•v 4A5.2ov 12C-Osw 0.340 0.340 0.091 nw nw 8.87 8.87 2.38 16.62 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L -C P L-D 11130 168.30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 144 0 144 0 120 0 253 0 45 0 45 0 38 0 79C F ISA-0bscp 0.295 2.89 2.04 12 12 35 24 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 131 9 Envelope loss/gain 750 1436 153 181 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 1091 17901247 215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstrifwtion 0 0 0 0 14 Subtotal 1091 1790 247 215 15 Duct loads 1 190/0 479% 213 837 19% 479/6 48 100 Total room bad I 1304 2626 295 315 Air required (cfm) 1 0 116 1 1 0 14 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. wrighttsofC 2017-Jun-22 13:04:32 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 7 n%Desktop%TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building laces: S wrightsoft Right-J® Worksheet Job: Lot 276 Willow RHG - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name 8TH2 T012 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.0 x 5.5 It 38.5 It2 7.0 x 6.0 It 42.0 112 Ty Construction tte U• value Btuh/ 112-'F) Or HTM atuhlft2) Area ( It2) or perimeter (It) Load Btuh) Area ( ft2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Y 12C-Osw 4A5. 2ov 13A- 40cs 0. 091 0. 340 0143 ne ne ne 2. 38 8. 87 3. 73 2. 41 23. 74 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W 11 W y/ 120- 0sw 120- 0sw 0. 091 0. 091 se sw 2. 38 2. 38 2. 41 2. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A5.2ov 13A- 40cs 1OD- v 0. 340 0. 143 0. 340 sw sw sw 887 3. 73 8. 87 22. 69 2. 90 7. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ov 4A5. 2ov 0. 340 0. 340 sw sw 8. 87 8. 87 24. 37 24. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 12C- Osw 4A5. 2ov 4A5. 2ov 0. 091 0. 340 0. 340 nw nw nw 2. 38 8. 87 8. 87 2. 41 23. 74 23. 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 485. 2fv 13A- 40cs 0. 310 0. 143 nw, nw 8. 09 3. 73 24. 28 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 10D•v 4A5. 2ov 12C- Osw 0. 340 0. 340 0. 091 nw nw, 8. 87 8. 87 2. 38 16. 62 23. 74 1. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C R L-- D 1100 168- 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 39 0 39 0 32 0 68 0 42 0 42 0 35 0 74 CF 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 3 Envelope loss/gain 49 77 44 77 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Imemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 49 77 44 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 18 14 Subtotal 49 77 53 95 15 Duct loads 1 190/6 47% 10 36 19'/e 47-/- 10 44 Total room load 59 112 63 139 Air required (c(m) 0 5 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-22 13:04:32 Aaek Right -Suite® UnNersal 2017 17.0.23 RSU16877 Page 8 n\ Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building faces. S wrightsofC Right-J® Worksheet Job: Lot 276 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629. 9307 Web: www.OneStopCoolmg com License: CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 it 11.0 It 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 11.5 x 11.5 ft 132.3 ft2 1.0 x 290.3 It 290.3 ft° Ty Construction U•value Or HTM Area (ftq Load Area (ftq Load number Stuh/ItZ•F) Btuh/ft2) or perimeter (It) atuh) or perimeter (ft) 8tuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 VM f 12C-0sw 4A5-2ov 13A-40cs 0.091 0.340 0.143 ne ne ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11 W yl 12C-0sw 12C-0sw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-G 4A5.2ov 13A-flocs 100-v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 2269 2.900 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ICG' T 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 120-0sw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 nw, nw nw 2.38 8.87 8.87 2.41 23 74 23.74 92 0 15 77 0 0 183 0 133 185 0 356 88 0 15 73 0 0 173 0 133 176 0 356 V I 485.21v 13A-flocs 0 310 0.143 nw nw, 8.09 3.73 24.28 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tOD-v 4A5.20v 12C-0sw 0.340 0.340 0 091 nw, nw, 8.87 8.87 2.38 16.62 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 P L-D 11 DO 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 132 0 132 0 110 0 233 0 290 0 290 0 242 0 510C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C•19cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A-tpm 1180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 149 1 148 Envelope loss/gain 475 957 574 1208 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 1 230 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 693 1266 783 1284 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 69 14 Subtotal 693 1266 817 1353 15 Duct loads 1 190/0 47% 135 592 19%1 471/6 159 633 Total room load I 828 1857 976 1985 Air required (cfm) I 1 0 82 0 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 13 04:32 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 9 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc a MJ8 Building laces: S wrightsoft' Right-J® Worksheet Job: Lot 276 Willow RHG - s Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneSlopCooling com License: CAC032444 1 Room name STR2 2 Exposed wall 0 1t 3 Room height 8.0 It heat/cool 4 Room dimensions 4.0 x 15.5 1t 5 Room area 62 0 It2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Blutt/fl;•F) BtuhlIII or perimeter (It) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V l I---G 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne no ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0W W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 11 VjI 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 13A-40cs 10D-v 0.143 0.340 sw sw 3.73 8.87 2.90 7.73 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 nw, nw nw 2.38 8.87 8.87 2.41 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 485.21v 13AAocs 0.310 0.143 nw nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 100-v 0.340 nw 8.87 16.62 0 0 0 0 P L-D 4AS-20v 12C-Osw 0.340 0.091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 1100 166-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 62 0 62 0 52 0 109C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 4 Envelope losstgain 52 105 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants ® 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 52 105 Less external load 0 0 Less transfer 0 0 Redistribution 52 105 14 Subtotal 0 0 151 uct 1 190/0 471/6 0 0 Total room load 0 0 Air required (clm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 13:04:32 AEeP. Right -Suite® Universal 2017 17.0.23 RSU16877 Page 10 n\Desktop\TEMP PRINT%ot 276 Willow RHG - S.rup Calc - MJ8 Building faces S wrightsoft` Duct System Summary Job: Lot 276 Willow RHG - S Date: 06-22-2017 Entire House By- LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 -6920 fax. (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 1160 cfm 251 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1857 0 82 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BE03 c 2626 0 116 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 BTH2 c 112 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE c 2080 0 92 0.188 6.0 Ox 0 VIFx 16.8 120.0 SO CAFE -A c 2080 0 92 0.180 6.0 Ox 0 VIFx 23.2 120.0 st1 FAM c 3817 0 169 0.162 7.0 Ox 0 VIFx 33.7 125.0 st1 KIT c 2909 0 129 0.174 7.0 Ox 0 VIFx 23.4 125.0 st1 LAUN c 896 0 40 0.227 4.0 Ox 0 VIFx 8.4 105.0 st2 LOFT c 1985 0 88 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 MBED c 2607 0 115 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A c 2607 0 115 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH c 883 0 39 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MTOI c 56 0 2 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MWIC c 475 0 21 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU c 118 0 5 0.160 4.0 Ox 0 VIFx 36.2 125.0 st1 T012 c 139 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 c 647 0 29 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 c 315 0 14 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bold/italic values have been manually overridden C wri htsoftt' 2017-Jun-22 13 04:34 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building laces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 0 487 0.160 620 12.0 0 x 0 VinlFlx st3 Peak AVF 0 340 0.135 623 10.0 0 x 0 VinlAx st2 st2 Peak AVF 0 652 0.135 610 14.0 0 x 0 VinlFlx Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 293 50.5 0.163 538 10.0 Ox 0 VIFx rb1 Ox 0 0 867 61.0 0.135 621 16.0 Ox 0 VIFx C wri htsoft 2017-Jun-22 13,04:349Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 A ...n\Desktop\TEMP PRINT\Lol 276 Willow RHG - S rup Cale - MJ8 Building laces: S Static Pressure and Friction Rate Job: Lot 276 Willow RHG - S wrightsoft` Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park. FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 -9307 Web: www OneSlopCooling com License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return 00 ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0.135 OK Fitting Equivalent LengthDetails Supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 G=5, 11 A=20, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: TotalE L=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 C wri htsoft• 2017-Jun-2213:04:34 ti 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 276 Willow RHG - S.rup Calc - MJ8 Building laces: S Level 1 t+T FAMILY aPT• LANAI Jt169ctm 92 chn / s• ^ T 1 Sup Riser TOE 12^ j,• I\ F881 IoxII0•z} -; 92cfn"f ENTI I f-- w-- jib E 10 X8 EF1 VrW= _ KIT HEN s t29 h" E t F - FWDR 8X4' a,'iov. a oar.1 o I I5ctin, 6 2-CARS• GARAGE\ I I U i I i I 1• x C•— r---- C EF1= 50CFMFan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR= Vent ID Root VTW = Vent to Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate O= Thermostat 18B SRB = Small Reduction Box LRB = Large Reduction Box FBB = Reid Built Box Level 2 W.I.C. I I -----OWNERS— --iIjRrrV- i SEC 1- I i SUITE r n 18X4 21;chn I .rv, 12X12 . . J 293ctm 10X8 / 14' 10X8118ctm loii/ 115cfm' 4" 8X4 6 ctm r TT r7L- ' 0 4 '. 18X4 M DViLIJT.R1i JA\ IEN"MR4, F 112• OOVNERS I tser i, 16" ` 1o; rf, LOFT 10X6 867cdm 6" C. J go d I ` , • EF1 VrR / BEDROOM 2 I ' t • 10X6 JH2 12x 12l\82chn% 8X4 SCIM 29ctrn o WIC 0`10/ \ 10X6 t'- 1 4" l _ 10 116cim 8X4 II I HI I 14 ckn il\ • I 1 ( I •J s W-1-C BEDROOM 3 I 8X4 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1=50CFMFan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate OT = Thermostat 18A SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box ME 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR L71 WASTE SI 1ST FLOOR TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD LEFT HAND GARAGE R m Im V m IV mm iiiii i u m ME 0 v n EMKI m Dom- EM Sol I M m m- MEN" min EMEEM ME m I mwmum 01 s am nmm nu E5 n w S 44, ,' of awl 3c f LAW TAYLOR MORRION \ THORNBROOKE T.1-4 , •. FLOOR PLAN: REDWOOD LEFT HAND GARAGE a k rv627 S 3r 3w 2ND FLOOR P WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR T _T 3 WASTE STACK, FOR W/M. I FTT' TPOWDER TBATH I I 1-1 1 Io TAYLOR IV THORNBR, I FLOOR PU RIGHT HAI t ill 1ST FLOOF I r l i I I i i A.A.V. KITCHEN I J J44 11, el WASTE STACK FROM T- 2 IID FLOOR DOWN TO lsTFLOOR. 3- 7 RRION OKE T.H. 1 44 A 9: BIRCH DGARAGE i i _! I I 1 ! I I I I X rm 0 0 TAYLOR MORRION THORNBROOKE T. H - FLOOR PLAN: BIRCH RIGHT HAND GARAGE 2ND FLOOR MONSOON NOMEEMEN SENoES MESON i EVER, ME ME MEMO mm NOU nuu MEN i so EMERE ME MISSEE MEN im,NONE EX.MSEESSIONN FbM ILK 1 OEM MISSIONS 10. 3" WASTE STACK 2 ND FLOOR DOWI I' FLOOR. II iIII TA TH FM I 61ur LEI isl TTTM i F I T Rom TO J WASTET 7 STACK OR W/M. 1 A.A.V. KITCHEN Lo4t 1 i--- f POWDER DR MORRION RNBROOKE T.H. BATH ch R PLAN: BIRCH HAND GARAGE p 1 01 100R LI I I I t I I i. 1111SnE m ill MEN t6 n' NMI" ME MZME-- WE MEMMEM M M= EMEMEMEMEME momm mmm vmnmummmSEEMWMAMEMEMS Emmom SMERN SEEM smomm Mn iiMEEM mnEN SEEK MEMMM ME NEW SEE FLOOR PLAN: BIRCH LEFT HAND GARAGE WERNME MEN 2ND FLOOR ME I S r I 3' wa.S 4e. S fa c K /A.01, From a^ A F l oo r m K.- 4 e, v c TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD RIGH HAND GARAGE 1ST FLOOR s N n O N F 0 2 L / N TAYLOR MORRION THORNBROOKE T.I. FLOOR PLAN: REDWOOD RIGHT HAND GARAGE 2ND FLOOR a wIt tub M 3r Ia Set f 3r 3r ti t I r< Frpl pZ' JiFloor N 11 N it i l i 1 NN i No iN N iceNiiiiiPAA EMS N li aN i i on lallml I^T.7N: N ME ON WILLOW MOM,i.vi i N m Nm RIGHT , GARAGE ii ii N AM 2ND FLOORSEMEM IT iNM SEEM mom N IMMEMEMMIMINEEM NN NiNi fN NN MUM 1 PTION AS 41SHED: Lots 271, t, 273, 274, 275, and 76, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Poges 68 through 69 of the Public Records of Seminole County, Florido. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florido, Inc. PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND OR INSTRUCTIONS PER cu NOT FlELD VERIFIED LOT 271 OR 276 NOTE:PAVER "US ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SQ.FT. LN1NG 770 SOFT GARAGE 458 SOFT. PAVER ENTRY = g SOFT. LANAI 93 SOFT EREEZEWAY= N/A SOFT PAVER DRIVEWAY= 400 SOFT A/C PAD 9 SOFT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS= 62.7 A 1.330 SQ.FT. SOD 376 SO.FT. OFF O CALCULATIONS, R/W 179 SOFT. APRON 51 SO.FT. SIDEWALK 112 SOFT. SOD 16 SO.rT. AREA Z300 SQ.FT. DRIVEWAY 5 SO.FT. EW f 91 ON- LINE 0 P.C. 6.4 22..4.4' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' ON LOT 271 AC AC LOT 272 LOT 273 AC AC LOT,274 LOT 275 LOT 276 20-.0' UNE 7.220.0 o 9 o 7.2' ON UNE O p p LANAI LAMA! to o LANAI LANAI to o 34. 3' 34.3' ON 7.2' UNE ON 7. 2 UNE n PAVER 2. 0' ENTRY. 2.0 n 333 W a 33? W W 3qS W 3t{q W 353 PROPOSED2. O' ATTACHED - v PROPOSED c ATTACHED = PROPOSED • c ATTACHED = PROPOSED c ATTACHED s PROPoED ;, ATTACHED PROPOSED ~ ATTACHED 2.0 RESIDENCE c o RESIDENCE er o RESIDENCE w o RESIDENCE iy RESIDENCE iv RESIDENCE a 3 F. F.E =25.9' i rT WILLOW REDWOOD 81RCH EURCH RED--WOOD WILLOW !T OQ q PAVER PAVER a E 15. 7' 15.7' Y p 3.7 i c PAVER .• c 24. 7' .> PAVER 0 34. 7' o a 9' ENTRY' 9' 10. 7' r 9• c ENTRY Of10.7L v 34.7' L 16' PORK PAVER PAVER PAVER PAVER DRIVE PAVER DRIVE PAVER PAVER PAVER PAVER DRIVE WALK WALK WALK WALK DRIVE DRIVE 25. 00' 25.00' 29.00' 29.00' 25.00' 25.00 t s f0' eJA A S S' M 1/ r. / I WALK ' c"c. O'j GS R9 G'G. UU ' , u/^ zz. UU 41 ( 8.8.)S 89°57'4: SOD SIDEWALK = 198 SO:F i _ MISTY GROVE LANE (40' CRUSEWAM TR -SCOTT & AS,SOC. , INC. - POL • " nPOW [it UK.e. . KMM SCIDAOI L.DOE MOM LEGENDTTr. . TTPIWL G zz. UU 22.33' R/ W) TRACT A LAND S'UR VEYOR,S' TRACT D LANDSCAPE/ OPEN SPACE/SiGNAGE/WALL/FENCE'/UTILITIES) N 89057' 49" E ZONiNG 6 O y PROPOSED - FINSHED SPOT GRADE ELEVA77ONS DATEPERDRAINAGEPLANS22 W), rm, nn' nn nn' LOT 272, 275, Lso N O 10 ENE O 3 _ M t O r' L c c d CL c u . C O . C w N M ? CI u CO M r O Y owl- 0O O O a O 0. W O to O O NOTE.' PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA LVI - Z,U9U SU.FI. LIVING - 894 SOFT. GARAGE - 249 SO.FT. PAVER ENTRY = 36 SOFT. LANAI - 102 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 225 SO.FT. A/ C PAD - 9 SO.FT. PAVER WALKWAY - 48 SOFT. IMPERVIOUS- 60.0 S 1. 254 SOFT. SOD - 597 cn FT K/ W 176 SOFT. APRON 30 SQ.FT. SIDEWALK 110 SQ.FT. SOD 36 SOFT. AREA Z266 SOFT. DRIVEWAY 255 SOFT. SIDEWALK 158 SOFT. SOD 563 SOFT. LOT 273 OR 274 NOTE: PAVER ITEMS ARE NOT ICLUDED IN IMPERVIOUS AREA ON LV/ / V T V9Lt.VUtIIVITJ: LOT = ? 090 SOFT. UNE LAING - 824 SOFT. GARAGE - 259 SOFT. PAVER ENTRY - 68 SOFT. LANAI = 102 SORT. PAVER DRIVEWAY= 261 SOFT. DRIVEWAY = 261 SO.FT. A/ C PAD = 9 SOFT. PAVER WALKWAY = 25 SO.FT. IMPERVIOUS= 57.1 X 1, 194 SOFT. SOD = 542 SO.FT. OFF LOT AREA CALCULATIONS R/ W = 176 SO.FT. APRON = 30 SOFT. SIDEWALK 110 SOFT. SOD = tP SD FT P • PLAT PJV_ POW CF R YMM WWATLIM MM vOV.ML1W FDQ CA • OQD KANING 1, THE III.OERSIpQD ODES HEREBY Canby THAT M6 SLMM MEM 7W AWM" TET]O A S1AACOMS SU FORM BY r . fULD LL rrmmTT it corox3 CUI'JATWE yr ml VnL • Uro.[TY THE FLOR1M BGII® OF PNOFES9QN4l I.WB Si.N WAS W CNPRR W-07 OF' 7W FLOAM AMM57RAV4 COLS Lot V. • WAM IDS A0. SAL rr- PC a CIRVATURE u . IILSC 2 tR'LESS EXB065ED DIM AADT:YWtS SEAL, lI1S SIXhEY 6 NOT vAtFD AND 6 PRESENTED fDIP Ir601dN71OrLLL N.IRP'066 orar. CA C DCJKtC IOARmrt roll FM Or DEGDNM P.T. POW a Ca/OC[NEHT OCSL PM)" v TA1 XND 'Co • NNL L DIM TW SLP4Y WAS PREPARED FROM TIRE MORWOM FURAaSt TO DE SLaho Yt 01ER£ WY BE OTHER RESTR1CT1016 SETL1L • I/r LR. •/ALD 439E PAR PEA YOff MYVM CE MXKM r RADIUS M • Mn-W-VAT OR EASEMDJTS MAT AFFECT Da PROFOM. REE . R£CM4= CALF CALMATED rr. rD4010 MCCIt MCVATMU L ARC LDQTM CAN. • WNW I KPER 4. NO V10EACROL" AFROWD04 S MWE BEEN LOCATED UP4ESS oDDQAMM SFI *w y NORTH x MIS SURVEY 5 PREFURFD FOR ME SOLE MOTT OF I)k%f CVWJED TV AND SHOUL& HOT BE ryA[ 7W BLYLOINC/PROPERIY DOES NOT UE WMW RELIED UPON BY ANY ODER DOTTY B• DDOISOA6 510M FOR TW LOC4WN OF AUROM0003 HDLECH SWLW NOT BE USED 10 RECONSTRUCT EIOLDOARY LDIES CERTIFlEDBY: K • DIE ESTABLISHED IDO YEAR FL000 Pt WE AS PER -7RM" 7. SEARPOM ARE &M AMUM CAnW AND On II¢ UNE SWWW AS 84W 8WM (&a) A V' a4nw OF Imo' OMERMt4F NOTED TOMX. GRUSEN S.? 47 4 AALIES W. SCOTT. R.LS 4801 ZONE X AIAP i 12117C 0055 F Dl CE MX4TE OF AVIMORQAMV Na 45y6 ANLA = 2.266 SO.FT. DRIVEWAY = 291 SOFT. SIDEWALK = 135 SOFT. SOD = 78 SOFT. 5400 E. COLONIAL DR. ORLANDO, FL 32807 407)- 277-3232 FAX (407)-658-1436 SCALE I' - 20'-i 1 DR wm or ••' 1 /% PLOT PLAN 06-16-17 2363-17 DESCRIPTION AS FURNISHED: Lots 271, 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. PLOT PLAN ONLY* NOT A SURVEY) UPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN LOT 271 OR 276 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LVI = 2,121 50.rT. LIVING = 770 SOFT. GARAGE 458 SOFT. PAVER ENTRY = 9 SQ.FT. LANAI = 93 SQ.FT. eBREEZEWAY= N/A SOFT. PAVER DRIVEWAY- 400 SOFT. U A,/C PAD = 9 SOFT. PAVER WALKWAY = 6 SOFT. t' IMPERVIOUS= 62.7 A 1.330 SQ.FT. SOD - 376 SOFT. OFF LOT AM CAL CU WOWS: R/W = 179 SOFT. APRON = 51 SOFT SIDEWALK = 112 SOFT SOD = Is SO FT. f ON. LINE P.C. 6.4 TRACT D LANDSCAPE/OPEN SPACE/SIGNAG£/WALL/FENCE/UTILITIES) ZO; IV89°57'49" E ZONINGb E PPR DRAINAGE PNSHED SPOT GRADE ELEVA17ONS 99 _Q_4' %i n%i' 99 nn' nn 10.00' 10.00' 10.00' 10.00, 10.00' 10.00' ON LOT 271 AC AC LOT 272 LOT 273 AC AC LOT.274 LOT 275 AC AC LOT 276 LINE 7.2 20.0 s• 20.0, 7.2' ON UNE O o LD LANAI v a LANAI LANAI L6 34.3' 34.3' h 3 ON 7.2' UNE ON 7.2 UNE PAVER 2.0' ENTRY 2.0 333 W 3S 7 W 3yl W 3qS Lv 3C2 LU 353PROPOSED • 2.0' ATTACHED = w PROPOSED c ATTACHED = PROPOSED c ATTACHED = PROPOSED ATTACHED PRO ED • ATTACHED PROPOSED 'r ATTACHED 2.0RESIDENCEoRESIDENCEivoRESIDENCEivoRESIDENCEivSRESIDENCEitoRESIDENCE o Y H vt H vt y 3 al.E h WILLOW REDWOOD Et1RCH 81RCH REDWOOD WILLOW q PAVER PAVER ENTRY o 15.7' c I5.7' ENTRY o p 3.7 ,S PAVER . 24.7' PAVER 53.7' 34.7' o 4 9'9'J6' PAVER ENTRY c y• f 0.7' i 90 Tj a 34.7' 16' PAVER DRIVE PAVER PAVER PAVER DRIVE PAVER DRIVE PAVER PAVERI PAVER ILDRIVEWAWAIXWALKWALKDRIVEDRIVE 25.00' 25.00' 29.00, 29.00' 25,00' 25.00 s 10' fir e5A WALK ,a,c,. uu 44. LJLJ G,G. VV - _zz. V U VTCA = 2..sua W. 1. . .,..Ro V DRIVEWAY = 451 SO.Fr (B•) S 89°57' 49SIDEWALKA"` 398 SO. MISTY MISTY GROVE LANE (40' GR USEjVAfL'Y tR - SCO TT & ASSOC-1 INC. - PDI.. • TMI L lL[ WADIXS. OG y y We I nwom : D MOM,,LEGEND TP. . Paw dd. UU_ W R/W) TRACT A LAND 22. 33• SURVEYORS C LOT 272, 275, NOTE : PAVER ITEMS ARE NOT t N3 C INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALcucanONs: LOT - 2,090 SORT. O C. LIVING - 894 SOFT. w E GARAGE - 249 SO.Fr. O 36 SO.FT. OC C Cy BREEZEWAY= MIA SOFT. PAVERGO .- DRIVEWAY= 225 SOFT. O.'0 C A/CSO.FT. VERWALKWAY Sz.FT. u D IMPERVIOUS= 60.0 C0 CO 1.254 SOFT. SOD - 527 SQ.FT. w C N Z v O ARk_-C-ALCULATIONS, v Y C , O R/W - 176 SOFT. u LO APRON - 30 SOFT. SIDEWALK C.) Y 4-0 0 C C1 C SOD 360 SOFT. p O N O O. u ARC 2,266 SOFT. DRIVEWAY00OjSIDEWALK 158 SOFT. O SOD 563 SO.Fr. O LOT 273 OR 274 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT = Z090 SOFT. LINE LIVING - 824 SOFT. GARAGE - 259 SOFT. PAVER ENTRY = 68 SOFT. LANAI - 102 SQ.FT. PAVER DRIVEWAY= 261 SQ.FT. DRIVEWAY - 261 SOFT. A C PAD - 9 SOFT. PAVER WALKWAY = 25 SO.FT. IMPERVIOUS- 57.1 x 1,194 SOFT. SOD 54 SOFT. OFF TOT CULATIONS: R/W - 176 SO.FT. APRON - 30 SO.Fr. SIDEWALK = 110 SO.FT. SOD = AA CO FT P • PLAT P&LLL POINT 6 KV MSY WWATdm P'P.I/i ? In9N3 QR'JAII/IE M• Vim• OMDI LDK TOLE0" IL[E C. tmt t. 7H£ MVDM06D DOES HRM am" TINT TNS AANEY YEM 7w W011W RY70°C.II STANAIRDS SR ram BYY • TIRO RA0. RADIAL Gl UMa DIE fLOAVA BMW OF PROiE5S70Pgl LAND S.M'OM RI LTSAPTER SA-17 OF THE FLORID/ ADIID6MME MWennRNON -RADIAL L PODIT W OWATM LIL =" Qp 2 LQUn 04DOSSM WITH AMEMS SEAL, 116 SLWWY 6 NOT VAW AND 5 PRESENTED FOR y6OW70ft PLOMM ONLY lJl • CDCRCR tORR[lO P= raePOW 1 PLTprt CrLs LaROLttrcNr P.T. DoseP'DINf or tA1QIlC•l tnD • NA0. L DILL DLI}al L 00 SLRPVEY NAS PWARM nWW TIRE tl60R 41M FL06MW TO THE SLIONOM TM NAY SE OTTER RE57RG710P6 SET1A • 1/r IR. •/LLJ 43% p PDDNIOR R[mocr 1WA@R R RARN • RICi1T4-VAT OR LLSEIlEAIfS TWAT AFFECT 7lOS FROFER7Y. AM• RCCOwSD rxG . CALOLA7LD Tf. rDR. 9QD RCM ELEVATMN L ARC LD&7N UNT. • EASDd7 ME 4. ND L&TOMRO " AMVEMHIS UAVE BEEN IOP.ITED LOAM OPOWISE SHOW y yI NORM a SURVEY 6 PREPARED FM 7NE SOLE BRUIT OF THOW OPRIM TV AND SNOU.D MDT BE CERTiF1ED BY: yt T1OS BLd" WIPROPU T1' DOES NOT LIE wMv RETIED UPON BY ANY ODIER DIM. RELIED tlODLENSING s7IORH Pall THE LWAWN OF DEPROVDiDM NEREOv S/WCU MDT BE USED TD RECONSTRUCT B01O/p Ay EWES 7. SEARIMM ARE 849D AMUM anRr AND ON TIC H THEESTABLISHED100YEARFLOODPLANEASPER ?7RM' LINE SVW AS BASE BEARING (&a) TOM , GRUSEN R.LS. B 17 4 JAMES W. SCOTT• R.L.S / 4BDI ZOIC X NAP 112117C 0 55 F s C.RIV)G1TE MM AT AU,'Hp11RA T10H E n 0. na Ac cEo DE71c anw or 1829, trAR.LSS OIH[AWSf N07m. AKEA = 2. 266 SO.Fr. ORNEIYAY = 291 SOFT. SIDEWALK = 135 SOFT. SOD = 5 8 SQ.FT. 5400E COLONL4L DR. ORLANDO, FL 32807 407)-277- 3232 FAX (407)-658-1436 SGVF 1 I' _ 20------ I WAINT in, ••• p, _. PLOT PLAN 06-16-17 2363-17 m n 0 O DESCRIPTION AS FURNISHED: Lots 271, 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Poges 68 through 69 of the Public Records of Seminole County, Florido. PLOT PLAN FOR / CERTIFIED TO: Toylor Morrison of Florido, Inc. PLOT PLAN ONLY* NOT A SURVEY) OPOSED INFORM471ON SHOWN RASED ON SUPPUED PLAN WD/OR INSTRUCTIONS PER LOT 271 OR 276 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SOFT. LMNG 770 SOFT. GARAGE 458 SO.FT PAVER ENTRY = 9 SOFT. LANAI 93 SOXT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY- 400 SO.FT. A/C PAD 9 SOFT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS = 62.7 x 1.330 SOFT. SOD 376 SOFT. LOT AREA CALCULATIONS, R/W 179 SO.FT. APRON 51 SOFT. SIDEWALK 112 SQ.FT. SOD 16 SOFT. TOTAL AREW. 2 911 ON. LINE c t~i P.C. 6.4 99 _Q.2' 10.00' 10.00' 10.0010.00' 10.00' 10.00' ON LOT 271 AC AC LOT 272 LOT 273 LOT,274 LOT 275 AC AC LOT 276 ONLINE7.220.0 c c20.0 7.2' UNE o o LAniAI Te LANAI 1b+_'61 LANAI LAW 11-6 o 34. 3' 34.3' i S ON 7.2' ON UNE7. 2 UNE n PAVER 20' V 2.0 S33 m a PROPOSED 3 3? W PROPOSED 3y r w 3Lf5 ' 3 + 35 r 2. 0' PROPOSED PROPOSED PRO ED IOSPROPO ED ATTACHED - RESIDENCE w c ATTACHED = o RESIDENCE i.L c ATTACHED = o RESIDENCE N c ATTACHED = o RESIDENCE v o ATTACHED o RESIDENCE iv ATTACHED 2.0 o RESIDENCE Y h h H N In F. F.E.-25.9' F.F.E =25.9' F.F.£.=25.9' F.F' BE n M7LLOW REDWOOD SIRCN BIRCH REDWOOD WILLOW n d PAVER pqy a ENTRY 15. 7' 15.7' ENtR1 0 0 3.7 wi o PAVER . c 24. 7' i PAVER o 9' T R9oENTRYo 34.7' v fER v f i 34.7' PAVER DRIVE PAVERF PAVER PAVER PAVER DRIVE PAVER DRIVE PAVER PAVER PAVER PAVER IL DRIVEWALKWALKWALKWALKDRIVEDRIVE25. 00' 25.00' 29.00' 29.00' 25.00' 25.00 Tr WALK . i,r. t 1 41G. VU I r Ili. VV WwyV ZZ. UU .4 G.. UU Z .33 AREA = ?, 300 54.FT CURB t - - DRIVEWAY = 45T SOFT B.B.),S' 89*57'4; soD _ ' 96 soF r MISTY GROVE LANE (40' CR USEjVAfL' VL1R SCOTT & A SSO C. , INC. - LEGEND iw : T,vMM 1 "` UamG A:TWX L DC g ; NOTE W R/ W) TRACT A LAND S'UR VTIYORS TRACT D Vr ^I-ZZgo LANDSCAPE/ OPEN SPACE/SIGNAGE/WALL/FENCE'/UnLMES) N 89057' 49" E ZONING bATE+\O PER DRAINAGE PLANS SPOT GRADE ELEVAnONS LOT 272, 275, c O W H O 10 Z E YI E O 3 L O ,M. o c E' 00O i ' O m d C N O 0.0 O W G Y uz uLoO a E c Y y c o O p O Ln O CL u O O O co NOTE.- PAVER ITEMS ARE NOT NCLUDED iN IMPERVIOUS AREA LUI - Z090 50.FT. LIVING - 894 SO.FT. GARAGE - 249 SO.FT. PAVER ENTRY = 36 SOFT. LANAI - 102 SOFT. BREEZEWAY. N/A SOFT. PAVER DRIVEWAY= 225 SO.FT. A/ C PAD - 9 SO.FT. PAVER WALKWAY - 48 SO.Fr. IMPERVIOUS= 60.0 x 1. 254 SOFT. SOD = 597 SOFT R/ W 176 SO.FT. APRON 30 SOFT SIDEWALK 110 SOFT. SOD 36 SOFT. AREA DRIVEWAY Z266 255 SO. FT. SOFT. SIDEWALK 158 SOFT. SOD 563 SO.FT. LOT 273 OR 274 NOTE. PAVER RENTS ARE NOT NCLUDED IN IMPERVIOUS AREA ON LOT = Z090 SOFT. LINE LIVING - 824 SOFT. GARAGE - 259 SOFT. PAVER ENTRY - 68 SOFT. LANAI - 102 SO.FT. PAVER DRIVEWAY= 261 SOFT. DRIVEWAY - 261 SO.FT. A,/ C PAD - 9 SO.FT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 57.1 X 1, 194 SOFT. SOD - 54 SO.FT. OFF LOT AREA CULAn S: R/ W - 176 SOFT. APRON - 30 SOFT. SIDEWALK = 110 SOFT. SOD - 3A SO.FT PAL 1'6M Cr REVERSE CWVATM U M 00M Lw TDCE I. r ; rw PRA=0. Lr CDiOMD CUYIAn K v tnV' Eaum • UnLnv 1W FLOR6% MM OF POWES90" WO St ME/W6 AV CMpwt S!-1 f11ME Q10AADYWARAMCODEi, s ww-RAm L POTMT Cr CWVArm BDCNVM u : %= 2 UA%M WBOSSED MGM AA W)MS SF.V. DO SURKY 6 NOr VALO AND K PRCSEIRm MR 06pRLWOM PIWPo66 OMr. Ow t = pm a TSGDOmG P.T. Paw Q COMCEM MT w= FMWT Or TA/IXWT cEA7tPT1D PAM wv . a nay SLO M Y WAS PREPARED FROM nn.E WOM"70 P FTAi14PW TO 7W SLOLMOM TP¢RE MY BE oT1uR aESTMcr10F6 SLAY LR. ,t r. Pk70Mlart : G-rJIQrCI rWAG]fI R RQ= RaptrL4 vArCa E.aaSENrOrrs 11ur ArPEtr na¢ PROPERTY. cAiG : RECDV OiTD rF. T UM MCM CLEVATIEN L ARC LOGTN too. NO UP'OERCRCIAD AMV0iiW S RUE BEEN LOCATED tM M OnQ rW SI1MM A VIP. - VITTEtt P6/R NORTH S D= SLBIMEY 6 PRpARM FM THE SOLE BDFFFTT OF n10.SE COMIED TO AND SIV " NOT BE CEMED: a BY: TMS RAUNC/PP.OPOM COLS NOT UE W1TMN RELIED UPON BY ANY OTTER EHTm 6. DDOW16 SNOW FOR W MAWN OF 00ME IEWS HEREON SHOLAA NOT BE USED 10 RL'C&a Ma BOLR+DARY LINES. 7. SMO aRW K . H THE ESTABL6NED 100 YEA.? FLOOD PLANE AS PER FIRM- C5 AR[ D' AND ON 1W LAVE Wow AS a4W BEARWC (B.EL) A ELEYAT1pNS, 6 SHORTL ARE flLiT ON wnaLAL cE0001t METr11Ge1. aTLur OF IY29. tA4E55 OTHEMNSE AOTID. TOMX. l+RlISEIV R.LS. ? .17 4 t4!ES W. SCOTT, R.L.S 4601 ZONE X wP f 12117C 0055 F C'DMFXATE Of A M ORIZATM Nn 4M& Qft = z,zco x.rl. DRIVEWAY = 291 SOFT. SIDEWALK = 135 SOFT. SOD = JZff SOFT. 54W E COLONIAL DR. ORLANDO, FL 32807 407)- 277-3232 FAX (407)-658-1436 SCALE t' 20------- i WANM Up ••- _• PLOT PLAN 06-16-17 ORDER MT. 2363- 17 DESCRIPTION AS FURNISHED: Lots 271, 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. CERTIFIED TO: Taylor Morrison of Florida, Inc. PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND OR 06MUCWNS PER CLI NT NOT nELD VERInED LOT 271 OR 276 NOTE. -PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA oN LOT AREA caLcuLAnoNs: LOT 2.121 SOFT. LIVING 770 SOFT GARAGE 458 SOFT PAVER fMRY = 9 SQ.FT. LANs 93 SOFT BREEZEWAY- N/A SOFT. PAVER DRIVEWAY- 400 SOFT. C PAD 9 SO.fT AVER WALKWAY = 6 SOFT IMPERVIOUS= 62.7 1.M0 SQ.FT. SOD 376 SO.FT. OFF O LA ONS: R/W 179 SOFT. APRON 51 SOFT. SIDEWALK 112 SQ.FT. SOD 16 SOFT AREA Z300 SQ.FT. DRIVEWAY 5 SO FT 22.33' 10.00' I LOT 271 7.2' TRACT D14 BP I"1-2 LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE'/un1mES) N 89°57' 49" E ZONING DATE 6 PER DRAINAGE nNSHED SPOT GRADE ELEVAnoNS 22.00' 22.00' 22.00' 22.00' 22.33' — — - C LOT 272, 275. 3 N 'NOTE: PAVER 11EAIS ARE NOT10.00' 10.00' 10.00' 10.00' 10.00' L N O INCLUDED IN IMPERVIOUS AREA LOT 272 LOT 273 AC AC I LOT 274 LOT 275 ACkAC LOT 276 I a• PAVER 2.0' RY ENTRY 2 W T 333 W PROPOSED 3 3? w PROPOSED W 3Lf5 w 3 w S 35s n 20' PROPOSED PROPOSED PROPO ED • PROPOPROPOSEDATTACHED _ RESIDENCE iv ATTACHED o RESIDENCE iv ATTACHED o RESIDENCE C4 ATTACHED _ o RESIDENCE N ATTACHED o RESIDENCE it ATTACHED 2 o RESIDENCE g° g o° ko h N H y of O O h F.F.E=25.9' O n WILLOW REDWOOD BIRCH BIRCH REDWOOD WILLOW i/2 4 PEA PAVER 0 15.7' c 15.7' PAVER rj 24.7' PAVER ON 34.7' t: o ENTRY c 9• 10.7' 9• c v 34.7' LINE 16' 9' WZ 9' 16' PAVER PAVER PAVER DRIVE PAVER PAVER PAVER DRIVE DRIVE PAVER PAVER PAVERi; DRIVE WALK WALK WALKDRIVE DRIVE 25.00' 25.00' 29.00' 29.00' 25,00' 5.0 11 0_ P.C. 6.45' CONC-22.33' ALK 22.00' 22.00' 5, CONC. 22. 00' 22.00' 22.33' ON A ON LOT AREA CALCULATIONS: LOT - 2.090 SO.FT. UNE O W 10 CL LMNG - 894 SQ.FT. E N E GARAGE - 249 SOFT. O 7 10 PAVER ENTRY = 36 SOFT. 3 BREEZONPAVERDRIVEWAY= SOFT UNE O O d 225 SOFT p, !_' C A/C PAD - 9 SOFT. t E '0 O PAVER WALKWAY - 48 SOFT. i 'O 10 0 UPERVIOUS- 60.0 x 0 N C O C 1.254 SOFT. SUltOD 7 SONS: C N Z v LOT CU R/W - 176 SQ.FT. u u0 Z'-+ 3- APRON - 30 SOFT. SIDEWALKA SOFT. c Y a•r r C v SOD = 366 SOFT. y, p 0 W O O• AREA = Z266 SOFT. DRIVEWAY = 255 SQ.FT. op SIDEWALK = 158 SOFT. SOD 563 SOFT. h a O LOT 273 OR 274 NOTE. PAVER REMS ARE NOT INCLUDED IN MPERWOUS AREA oN LVT - z.o90 su.r 1. umo - 824 SO.FT. IINE GARAGE - 259 SOFT. PAVER ENTRY - 68 SO.FT. PAVER DRY 02 261 SOFT. DRIVEWAY - 261 SOFT. A/C PAD - 9 SQ.FT. AVER WALKWAY = 25 SOFT. IMPERVIOUS- 57.1 x 1.194 SOFT. SOD = 54 SOFT. O O CULAnONS: R/W - 176 SOFT. APRON - 30 SOFT. SIDEWALK = 110 SOXII SOD = 36 SOFT. 4 1 B.B.) S 89a57' 49- W AREA = Z266 sQ.Fr SIDEWALX = 118 SO.fT. DRIVEWAY 291 SOFT. SOD = 39 so.Fr MISTY GROVE LANE (40' R/W) TRACT A SIDEWALK = 191 SOFT. SOD - 578 SO.FT. GR USL'N1YIL' YL'R SCO TT c A S,S'O C. INC. — LAND SUR V'YORSr 5400 27COLONIAL2OR. Rl32807 FAX ; 36 LEGEND \` Tw. TMCMIT L t.oE POINTLDE c o`aot'anTaT SCALE I' - 20- OMUWN BY: P . MAT r • tan rxe AraA oPOINT s atvtap am A T ensoPnM'ATilC L F nFa N retct6 CA urn04" KARNG tnarn t. TW 4#00% 4D DOES ra tM COWL Y TINT THS SLW ry MMS THE ALtFmAal TErFortAt srArmAaOa sa FORM 0Y TIMEFLOINXDaMOrPROFESPOHALLANDSLWWVMWCHAPRR5) OF THE rLCYa04 ADtalastRATnE Cox DAB CYODER Na v. . taw FOE TIES oaa An"utLa nW RAn1AL rt • imlt s LL&VATUM u W 2 uME55 [wEO63fD Mint AAtVErOaS SEAL A6 sLw fY 6 nor xAtA b PgtSEl7ID MR OaORwrgrat PtpoaC3 OMr. PLOT PLAN 06-16-17 2JGl-t7 E iL M rQAnCn r= Pmrt Or BCGD* fi Pon Or eo ENCEpert T. • P®H x TNm:HOT t= sa • ncsatLPtro NLD HA= a Hutt A DO SLLRVEY WAS PM3PARED nwu nu meowATm ry D To 1w sLowym DOW MAY EE or" a[snacnaa SET UL . Lr UL •nu 45% rAK atePoaWOT xErERtlRE tttsucxr M • aA=ts W REWWAV OR EASEWENR DW AFFECT nab AWPEM. a BALE . CALO At[nWinawme rr. rntrven rtmt tL LVArtnt L . ARC LOL711 EMT. 4. NO UN00CROL&D YFROVE)IMIS HAVE BEEN LWATED UNLESS OTJiE1r*5E SHOW v . - vincss MMT NORTH a Has Su"" S PREPARED MR THE SOLE 80AVIT Or THOSE COMIED TO AND SHOULD NOT BE RELIED UPON BY ANr OT)CR EM1RY. Has aLw"nc/PRopom DOES NOT UE WTTON 6. 0&0406 SNOW FOR THE LOCARON OF uww aoAINTSMWON SNUAD NET BE USED TO RECONSTRUCT SOL&WRY UNM CERTIFIEDBr: _ THE ESTA&ZHED 100 YEAR FL000 PLANE AS PER 'FIRM• 7 S&WAM ARE ' rm CATUNAONDE LWE SHOWN AS a4W WARM (flfl) TOM X. C, R.LS. ) <7 < 1AA!ES W. SCOIT, P..L.S / 4801 ZONE X MAP j 12117C 0055 F 0.Ir or AulttotTVA7101V N& 4M& TtorrAL GEODETIC tvrTTrat aTtau ar 1019, uNLEss OniEANTSf NOTED DESCRIPTION AS FURNISHED: Lots 271, 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Poges 68 through 69 of the Public Records of Seminole County, Florido. PLOT PLAN FOR / CERTIFIED TO: Toylor Morrison of Florido, Inc. PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND OR INSTRUCTIONS PER cubarw nELD VERIFIED) LOT 271 OR 276 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS. - LOT Z 121 SO.FT. LIVING 770 SOFT. GARAGE 458 SO.Fr. PAVER ENTRY = 9 SORT. LANAI 93 SO.rT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY 400 SOFT. A/C PAD 9 SOFT. OPAVER WALKWAY = 6 SOFTT, IMPERVIOUS= 62.7 A 1,330 SOFT. 500 376 SOFT. LOT AREA CALCULA77ONS R/W 179 SQ.Fr. APRON 51 SQ.FT. SIDEWALK 112 SO.Fr. SOD 16 SO.FT. AREA Z300 SOFT D N 9 ON- LINE U P.C. 6.4 P.9 _q.q' 10.00' 10.00' 10.00+-'6E 10.00' 10.00' ON LOT 271 AC AC LOT 272 LOT 273 274 LOT 275 AC AC LOT 276 ONUNE7.220.0 c 20.0' 7.2' UNE o LANAILANS 0 LAMA! to 0 T 'j 34.3' 34.3' i 5 3 ON 7.2' ON UN7. 2 UNE PAVER 2. 0' ENTRY 2.0 h 333 w PROPOSED 337 w PROPOSED 3yl w 3qS w 3L w 353 n 2. 0' = PROPOSED PROPOSED PROPO ED PROPOSED ATTACHED RESIDENCE v O c ATTACHED .- o RESIDENCE iv h p c ATTACHED = o RESIDENCE v pp ATTACHED Z o RESIDENCE v o ATTACHED ' o RESIDENCE C 4 ATTACHED 2.0 o RESIDENCE O 0) O CA p p p C h H H H cn to 3 F.E=25.9' F.F.E=25.9' F.E.-25.9' ai n WILLOW REDWOOD BIRCH BIRCH REDWOOD WILLOW n a PAVER PAVER a ENTRY c 15.7' c 15.7' c ENiR1 o p 3.7 'PAVER rj 24.7' i PAVER n o ENTRY o 9 g c ENTRY c 34.7' 0 9' 10. 7' F 10.7' r 9' 34. 7' 16' 16' P PAVER PAVETt PAVER PAVER DRIVE PAVER DRIVEDRIVE PAVERPAVERPAVERPAVERDRIVE WALK WALK WALK WALK DRIVE DRIVE 25. 00' 25.00' 29.00' 29.00' 25.00' 25.00 rs p f0' A ss WALX-' G G. JJ ,c,c. UU ZZ. UU ' w L• Zz. UU zz. UU- 22.33' DRIVEWAY 451 SOFT (9.B.) ,S' 89 °57' 4; SIDEWALK = a16 soo'r r ]MISTY GROVE LANE (40' rRUSEjVAfE YL'R -SCOTT ASSOC,, INC. - PW. • POW Ol LDE p • DMIA N07M LEGEND TYP. . TTPICAL ILL ^^ SE1DAOl LDR D . CORD R/ W) TRACT A LAND S'UR VEYORS TRACT D I-l-ZZa2 LANDSCAPE/ OPEN SPACE/SIGNAGE/WALL/FENCEIUTILITIES)rjo1 G64 N 89° 57' 49" E ZONINGAQ DATE PROPOSED DRAINAGE PLLAN SPOT GRADE E7EVAnONS 00 nn' nn nn' LOT 272, 275, c 0 VI y 0 E CL 1n E O 3 t O 3 o c d CLu '' O O 7• wu Y H M 4+ O elE Y y C 01 O Ln O OOO. u O k6 O O NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA Lvl - Z090 SOFT. LMNG - 894 SOFT. GARAGE - 249 SO.Fr. PAVER ENTRY = 36 SO.FT. LANAI - 102 SO.FT. BREEZEWAY= N/ A SOFT. PAVER DRIVEWAY- 225 SO. FT. A+/C PAD - 9 SQ.Fr. PAVER WALKWAY - 48 SOFT. IMPERVIOUS- 60. 0 7. 1,254 SO.FT. SOD = 4* 7 C6 rT RIW - 176 SOFT. APRON - 30 SOFT. SIDEWALK - 110 SOFT. SOD - AR en cr L,Zbb JV.t1. DRIVEWAY = 255 SO.Fr. SIDEWALK = 158 SOFT. SOD = 563 SO.Fr. LOT 273 OR 274 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOU = Z090 SO.FT. LINE LIVING - 824 SOFT. GARAGE - 259 SOFT. PAVER DOW = 68 SOFT. LANAI - 102 SOFT. PAVER DRIVEWAY= 267 SOFT. DRIVEWAY - 261 SO.FT. A,1C PAD - 9 SOFT. AVER WALKWAY = 25 SOFT. IMPERVIOUS- 57. 1 x 1.194 SO.FT. SOD = 54 SOFT. O O AR CULAnoNs: R/W - 176 SOFT. APRON = 30 SOFT. SIDEWALK = 110 SOFT. SOD - 36 SOFT. P •PLAT PAL • PDIN1 6 KVD= CIRVATDi C rL • OWDI LINK IDCX Gl . con DEAMNG wam I I. THE 000SVED DOES rEREHY CDP7DY IH1T 1)t5 AA1VE1' MEETS THE AMC" TEC106CAL STANa1RDS StT FORTI BY c • rLaD ( s OR'lATIRE N RAIL RAMALEULD« unL . UPMti THE P1DPoG DOM Or iN0rF54DKLL IXO ANYFTDRS w ONP7W W-17 OF i/ f1010G1 AGYD471G17YE CQDE tP. • w4m IK NR . HMO -RADIAL PL N61 R® PaDn Or OKVAlm Y : XD R 2UMESS E14BM= NAM ARVEMS SEAL. DO SURVEY 6 NOT VAUD AND IS PRE D FOR POID NTiONAL Ptwous ONLY. P= . PAINTEFC0491CDP.T. Cx . tDtM1< lOAD4D/7 ILL PD]Nt CDapWEN1 DLTG P IT IS TAfQNL7 11D/ WD • NAIL - D191 l DOS StobrY KLS AMPPARED FROM TIRE #6DRWQXN FURNISHED TO THE SU1hV R MERE MAY 9C 01HIR RESTRLCTIDIb SET LR • L/Y U L •/KJ 45% pjLK • P[RR%NW ggyt, CE 1WAfiTR RRL)t RA1411SR/V •Mull-6-VAT RAMM ORfISELrfIJIS 71W ARECr LIDS PRDPFFJIIV'. CALL CAl. O 1ED rr. rDO31CD rime ELCVATM L ARC LD$M ESSrt. 2D 4. NOUNTOWWO®ROV004TS RAVE SM LOCATED I.IAM 01HOM`LSE SHOW v - vLTNlss PLLtNT NORTH b MI5 A.WVEY IS PREPARED FOR THE SOLE BDRM Or DO= CER M TO AND SHOULD NOT at CERRnED BY INK LAFUINC/ PROPERIY DOES NOT LIE WITMN 111E ESTABIJSHED 100 YEAR A.ODD PLANE AS PER ?TRH. REND UPON BY ANY OTHER OiM. 0. DLLIEMOVS SNOW MR THE LOCAWN OF UPROKUDOS HEREON SHOULD NOT BE L6ED 10 RECCOHSTRtel BOLMAW UR/ES 7. S` ARE BASED AM991D DATUM AND 011 THE LUC SPOSM AS BSSE BEAMNC (&a) 1TOr1Al " W and% 1929. Ir14.Ess OMEAwISf raTEA TOM X. CRUSEN` . P.LS. 1 .4 < _ JAMES W. SCOTT, P..L.S 1 4801 ZONE X HAP j !21 t7C DOSS F A C9TTD7rATE DF AUMORVA7Kw Na 4.490. WAY Y, 291YDOSJVOFT. IVE EWALK135 SOFT. 10D 5ZgSO.FT. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 407)-277- 3232 FAX (407)-658-1436 scuE : I• - 20' DLRAWN Or. ••• 0. ,l PLOT PLAN 06-16-17 2363-17 rri rn O v O O DESCRIPTION AS FURNISHED: Lots 271, 272, 273, 274, 275, and 276, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Poges 68 through 69 of the Public Records of Seminole County, Florido. PLOT PLAN FOR / CERTIFIED TO: Toylor Morrison of Florido, Inc. PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHOWN RASED ON SUPPLIED PLAN AND OR 104STRUC7IONS PER CLI (NOT FIELD VERIFIED) LOT 271 OR 276 NOTE.' PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SOFT. LIVING 770 SO.FT. GARAGE 458 SOFT. PAVER ENTITY = 9 SOFT. LANAI 93 SOFT. BREEZEWAY= N/A SO.FT. PAVER DRIVEWAY- 400 SOFT. A/C PAD 9 SO.FT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS = 62.7 x 1.330 SO.FT. SOD 376 SOFT O CALCULATIONS: R/W 179 SOFT. APRON 51 SOFT. SIDEWALK 112 SO.FT. SOD 16 SO.FT. AREA Z300 SOFT. DRIVEWAY 5 SOFT 0 U 1 a ON- LINE P.C. 6.9 2. 2..4.q' 10.00' 70.00' 10.00' 10.00' 10.0o' 10.00' ON LOT 271 AC AC LOT 272 LOT 273 AC AC LOT,274 LOT 275 AC AC LOT 276 LINE 7.2 20.0 9 20.0' 7.2' ON UNE O 0 10 LANAI LANAI u 10 LANAI LANAI tp 0 34.3' 34.3' S ON 7.2' UN ON 7-2UNE PAVER r2 WLu PROPOSED PROPOSED w 3q!Sw{935 ENTRY 2.0 20' ;- PROPOSED PROPOSED PROPo ED • S PROPo EDATTACHED - RESIDENCE o 0 ATTACHED - RESIDENCE c 0 ATTACHED = C? RESIDENCE c ATTACHED h RESIDENCE c ATTACHED '- o RESIDENCE c ATTACHED 2.0 o RESIDENCE LO y H Ln in y Q 3 h F.F.E.=25.9' n WILLOW REDWOOD BIRCH BIRCH REDWOOD WILL W • OaPAVERRPAVER o ENTRY 0 15.7'Y 0 15.7' o 0 3.7' PAVER h 24.7' PAVER 13.7' Lf6' 34.7' o v 9' ENTRY 0 9' 10.7' 4 9• 0 ENTRY v 10.7' o 4 9' 34.7' 16' PAVER PAVER PAVER PAVER PAVER DRIVE PAVER DRIVE PAVER PAVER PAVER PAVERDRDRIVEIVEWALKWALKWALKWALL( DRIVE DRIVE 25.00' 25.00' 29.00' 29.00' 25.00' 25.00 Cs 10' tip 1i• WALK A, c.. uv /c c . vv G G. VV WALKy G.G. VV zz. UU /Z,Z. 33 4 (B.B.) S 89°57' 4; SIDEWALKo- '98 so:Fr: MISTY CROVE LANE (40' GRUSEYVHE YL'R -SCOTT & A 0 0 , INC. - PLL • POW DI LDELEGEND \ rn. . T17W+Io rc : _ ^ **r SETRLoc LDE ; r Ig1E5 W R/ W) TRACT A LAND SUR VEYORS TRACT D I'1' ZZg3 G LANDSCAPE/ OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) N 89057' 49" E ZONING BATE 0 P R DRAINAGE PLANED SPOT GRADE ELEVATONS 99 nn' 99 nn' o An' OA .+.. LOT 272. vs, o N N O 2 E VI E O 3 t O 3 o du £ 5• C ate+ C O - O C Z w 119i1 O 1Yo 'Ina acO O O N O LZ u O O O NOTE. - PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LUI - Z090 SQ.FT. LIVING - 894 SO.FT. GARAGE - 249 SO.FT. PAVER ENTRY = 36 SOFT. LANs - 102 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY- 225 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 48 SO.FT. IMPERVIOUS= 60.0 x 1, 254 SOFT. Son - 417 CA FT R/ W - 176 SOFT. APRON - 30 SO.FT. SIDEWALK - 110 SO.FT. SOD - ' tit CA FT R^ = Z,ZDD JV.P I. DRIVEWAY = 255 SOFT SIDEWALK = 158 SOFT. SOD = 563 SOFT. LOT 273 OR 274 NOTE. PAVER MS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT = Z090 SQ.F7 LINE LIVING - 824 SOFT. GARAGE - 259 SO.FT. PAVER ENTRY - 68 SO.FT. PAVER DRY 02 267 SOFT. DRIVEWAY - 261 SOFT. A C PAD - 9 SOFT. RAVER WALKWAY = 25 SO.FT. IMPERVIOUS- 57.1 x 1. 194 SOFT. SOD = 54 SOFT. OFF LOT AREACALCULA S: R/ W - 176 SOFT. APRON - 30 SO.FT. SIDEWALK = 110 SOFT. SOD = 36 SOFT. P . PUT PK ZQPMWT IT D[VOtSL CIRIVAraw PMWT W COMA0 alt.-ATWE '• CNDI LM WIDE VDM Ma ; ' t• ar OFTAANE191P5UMNMUM am PLOWM BOM %gOP}59Qt:4L LMD N ONPIM W-1 11rF FL010G1 ADYDi47R1TNE COLY 1R • W61 DIMM NR t0/-RADIAL L PaDn DF CivATUS u90awwwc 2 UNLESS !]f== MM AA VENTS SLV. RW MWEY 6 NM VALID AND b PNES047M FOR M•Og1NA0M MOMWO ONLY. CA . MUM 10R10O Paz PLC. MIT W ICGDMC0461A.L P.T. G CDWUM ENt Pa/ t o iA10:ILY NLD . 1uL0. L DISK D43= 1S D1 1. DO WhEY WAS PREPARED FROW TITLE 900RIDUM FURNSHW TD 119 SUftnDR imir WY BE ODRR REb7RC1 ow SETIJt • Vp• LR •/•U S% ppA RECIt pert ,•Ey E 10NAOIT R FUAy DJAS W • KW-W- AY OR EASEYEIAS INV AFFECT i! PROPERTY. lacco" R[D CALL . CALLLATED TJ. PDMIMCD PLO M CLEVAT04 L AMCLDG M ESN1• • EAt1 1 4 NO IA'DEGMAW' AFROYDAM %ALE BEEN WrAIM If&= OIMRN6E 90WN VA Ni PO1M NORTH S' no SURYEI' 6 AR ARM FOR THE SOLE BOUIT OF (HOSE CVUM TO AND SHOULD NOT BE CERTIFIED Li1': w Im SLUDIM/PROpam DOES NOT UE WDMN RELED U OM BY ANT OTTER OM. 6. DIII&SMS DOW FOR Off LOCATION OF IIIPROVEMFIOS HEREON STNIR,D NOT BE USED 10 RELOWRLt7 BOINDwv LASS. SE THE ESTAELL6HED fOD YEAR FLOW PLANE AS PER 'FIRM' T' EEARNCS. ARE BkgD ASSt M OANW AND ON TIE UNE SHOWN AS BASE BEAR" (a&) TOM X CRU R.LS. B •7 < 14!ES W. SCO1T, P..LS / 480f ZONE X MAP j 12117C OOLSS F a EERI)AGLTE W AUIIQROAfICw Na 0. E MIVLI DF 1R2s. ungESs OTHERWISE ND1ID. 1 cn JU.PI. DRIVEWAY = 291 SOFT. SIDEWALK = 135 SOFT. SOD ILS SO.FT. 5400 E COLONIAL DR. ORLANDO, FL 32807 407)- 277-3232 FAX (407)-658-1436 SGVE 1' . 20•---1 M*w or ••' _. FLVI FL vo-IC-I/ ORDER Ma. 2363- 17 RECORD COPY iffe T VLGE4jj;ZL. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes 0 110 SANFORD 17-2288. HOUSE PLAN Willow Townhome 2059 SOFT GENERAL LIGHTING X 3 VA PER SO FT 6177 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA SUBTOTAL OF GENERAL LOAD 31377 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 21377 VA x . 4 8551 VA TOTAL NET GENERAL LOAD 18551 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18551 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26841 VA CALCULATED LOAD FOR SERVICE 26841 VA 1240 V= 111.84 AMP ISO AMP SERVICE t , R ECORD COPY C ErL Eehciea csE 2vieEs ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN 1943 2 1 1 1 1 1 1 1 Redwood Townhome SQFT GENERAL LIGHTING X 3 VA PER SQ FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (1/3 HP) MICROWAVE CIRCUIT SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 21029 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 TON HEAT PUMP #2 5 KW ELECTRIC HEAT KW ELECTRIC HEAT 21 AMP X 240 VA = AMP X 240 VA = AT 65% AT 65% OING SANFOR 17-2289 5829 VA 3000 VA 1500 VA 8000 VA 4500 VA 1200 VA 5000 VA 500 VA 1500 VA VA 31029 VA 10000 VA 8412 VA 18412 VA 5040 VA 0 VA 3250 VA 0 VA NET GENERAL LOAD 18412 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26702 VA CALCULATED LOAD FOR SERVICE 26702 VA / 240 V= 111.26 AMP 150 AMP SERVICE RECORD COPY f LEC'LL.GQl E2VCGE IZG. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Birch Townhome 1832 2 1 1 1 1 1 1 1 a 1 7 - 2 290 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 5496 VA 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA LAUNDRY CIRCUIT AT 1500 VA RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA CLOTHES DRYER 5000 VA DISPOSAL (1/3 HP) 500 VA MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 30696 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 20696 VA x . 4 8278 VA TOTAL NET GENERAL LOAD 18278 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18278 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26568 VA CALCULATED LOAD FOR SERVICE 26568 VA / 240 V= 110.70 AMP ISO AMP SERVICE RECORD COPY f c j LECE'L GQl C E2VLGE/2,C. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes a 17-2291 HOUSE PLAN Birch Townhome 1832 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 5496 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 30696 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 20696 VA x . 4 8278 VA TOTAL NET GENERAL LOAD 18278 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18278 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26568 VA CALCULATED LOAD FOR SERVICE 26568 VA / 240 V= 110.70 AMP 150 AMP SERVICE RECORD COPY C E EfEeLni,ud esEzvieEs,ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Redwood Townhome 1943 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 1 LAUNDRY CIRCUIT AT 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 1 WATER HEATER 1 DISHWASHER 1 CLOTHES DRYER 1 DISPOSAL (1/3 HP) 1 MICROWAVE CIRCUIT SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 21029 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 21 AMP X 240 VA = TON HEAT PUMP #2 AMP X 240 VA = 5 KW ELECTRIC HEAT AT 65% KW ELECTRIC HEAT AT 65% 9p%INc SANFORD F'4RTA` 0 00 17-2292 5829 VA 3000 VA 1500 VA 8000 VA 4500 VA 1200 VA 5000 VA 500 VA 1500 VA VA 31029 VA 10000 VA 8412 VA 18412 VA 5040 VA 0 VA 3250 VA 0 VA NET GENERAL LOAD 18412 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26702 VA CALCULATED LOAD FOR SERVICE 26702 VA / 240 V= 111.26 AMP 150 AMP SERVICE RECORD COPY E14ji EzvieE ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Willow Townhome 2059 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 6177 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 31377 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 21377 VA x . 4 8551 VA TOTAL NET GENERAL LOAD 18551 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18551 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26841 VA CALCULATED LOAD FOR SERVICE 26841 VA / 240 V= 111.84 AMP ISO AMP SERVICE General Notes RECORD COPY a.• ao- ao- ao- ao• a rr yr I ao- nr I nr .,o• •,o yr yr .,T wr rriI SI 5 6 l 9 1 J 9 9 9 9 4 d p 9 9 9 9 J 9 9 9 a 9 9 N 9 i 9 J 9 9 V 3 9 J 9 9 's i I 1 III ,o. to, L. t61Iba• 46umorndo, no I` lol to, &1 tol tmGM) no rt ml t,, i of o I ro col 15l o, 601 of w tol (61 col 10l /o, f,tEMMul o1 ,1 !al I tol ,oil Rr I IRrIIIII I Rr l I 1 ' ') T L: 1 Rr I h rtr I I rlt cn i r— l II t Rt I TT7 RI, p Tit I I , Ra 1 ,o- I! l I II e•I Rn I RJ I _ I yr 1 II J 11 rra}= .1I. I. —... r,.• tl II I yr J b m I i i I eKl Cif' o„r .- r T'" I' rtr ` r. b J 1 e j I I R, IR, 1'1C J Rep Ra A j 1• I JIT b b I" R, , I rt, I, I ' I I y I . I b' bl 111 J nI wj Rl i I :I I 1A B $ I, RI rt, al. a•a I I l l I III J rr,a t! L C•J • l! U J J I a Rt l J11 O,rJ r,iA Rm ,II b % •I l"1 E. I b I w l w I E. r I l iy j` I j• Ta lT01 fIJK a IJK IVy: y. 11 ark._ r0' 1' rP 3 rP EP J0. - T_r 61bl 'PTrJ 1 W? II REQ I rr ,rT J,T 1 ,r. I re• I co- I i aJ• ao- I Hatch Legend 16" DEEP TMti`• 56j x _r_ g—TFiAG22-2 INTERIOR BRG FLOOR TRUSSES HELD ` C HODS 2 21 M• FROM OUTSIDE 0-- CDS24= u EDGE OF WALL Required interior bearing walls shown heights noted Trusses may not be cut or altered in any way without prior authorization from ASS, Inc. Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense No backcharges of any kind will be accepted without prior review and written consent from ASS, Inc. For proper truss handling and bracing, refer to the "TPI" documents `•SCSI-81 through B4" Any multi -ply trusses must be attached together per the engineering specifications prior I to Installation Permanent and temporary bracing Is the responsibility of the truss Installer. The iEngineerofRecord" for the project Is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from lwindandorseismicactivity. The "EOR" Is also responsible to call out the required strapping I materials to sufficiently attach the trusses to the I load bearing structure below, to verity truss design specaHcations (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss i system. H any job site accidents occur Involving trusses, the installer must Immediately stop work on the project and notify a representative of ASS, Inc.. All trusses Involved In an accident must be Inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses Involved In an accident are altered or moved In any way before an inspection Is completed. All decisions i regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub-mitted by the structural engineer. Loading and Design Criteria Roof 'Floor ; j I Design I FBC2014 Code I TP12007 TIC LL 20 40 Mean Hgt 30' TC DL 10 I 10 'Wind Speed 140 BC LL 0 0 Exposure I B BC DL 10 1 5 Duration 1.25 1.0 R ISSON , eats it= / vLUMa 1 NG - 1 ' 2 UILDERS SUPPLY I 2 9 1 Taylor Morrison Florida, Inc. J of FLOOR DETAIL OM DETAI SANFORO # 1 % — 2 Z 8 9 1 7 Z 2 9 2 a Thornbrooke Townhomes - 6 Vnir - 1st Floor au• FpAR 1 # _ 2 2 9 0 2 I T.—J+FriJ. 4•{ 2 9 5 739803 BC P4 06/13/17 i E OSN—lr r:TruAxe—: ra-I JvlUMa' OM OETAL General Notes Required Interior bearing walls shown Q heights noted Trusses may not be cut or altered In any way without prior authorization from ASS, Inc. Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense No backcharges of any kind will be accepted without prior review and written consent from ABS, Inc. For proper truss handling and bracing, refer to the "TPI" documents " BCSb81 through W' Any multi -ply trusses must be attached together per the engineering specifications prior to Installation Permanent and temporary bracing Is the responsibility of the truss Installer. The Engineer of Record" for the project Is responsibile for the design of the permanent bracing, the dlaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verity truss design specifications (pitch, span, profiles, 1 applied loading, wind application, etc.), and for overall design and placement plan of the trussithesystem. it any job site accidents occur involving trusses, the Installer must Immediately stop work on the project and notify a representative of ASS, Inc.. All trusses Involved In an accident must be Inspected by a licensed structural engineer to determine the cause of the accident The builder assumes all liability If trusses Involved In an accident are altered or moved In any way before an Inspection Is completed. All de-cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub -milted by the structural engineer. Loading and Design Criteria Roof Floor Design FBC2o14 Code TP12007 TC LL I 20 40 Mean Hgt 30' TC DL 10 1 10 Wind Speed 140 BC LL 0. 0 Exposure- B BC DL 10 5 Duration 1.25 1.0 AMERICAN BUILDERS SUPPLY y Taylor Morrison of Florida. Inc. Thornbrooke Townhomes - 6 Unit - 2nd Floor 739803 BC R6 06/l2/17 1 GENERAL NOTES NOTES GENERALES Trusses are not marked in any way to identity the Los trusses no estdr) marcados de ntrgtir) modb gue frequency or location of temporary lateral restraint idenofi0uebhecuendaoloradran6nderes(nmbrtlateral and diagonal bracing. Follow the recommendations y arriostre diagonal temporakx cite has recarrrrndan ones for handling, installing and temporary restraining de marrero, instaladdn, resbKridn yamosbe temporal de and bracing of trusses. Refer to SCSI - Guide to Ids trusses, We a 4i6eto 801- 6uia de Buena Pracbca Gg(PrQcuce for Handling. Installing- Rest_fning Data c4N=ia. faslAx6p. Resmaidn vAmostredeJos A Bracing of Metal Plate Connected Wood •'• Iru I I for more detailed information. pat inforraddn mis detallada. Truss Design Drawings may specify locations of ups dibups de diserio de bs trusses pueden espeafrer permanent lateral restraint or reinforcement for las bcatiraciones de reWk-diin lateral permanence o individual truss members. Refer to the SCSI- refuer:o en Ids miembros mdividu Alf clef truss. *a ha 8311, for more information. All other permanent bola resume" SCSI.83- Para this inforrraciin. EI bracing design is the responsibility of the budding recto de bs dserfos de amostres permarientes son la designer. msponsabddad del d&Mador del ed*va WARNING The Consequences Of improper handling, erecting, Installing, restraining and bracing Can result in a collapse of the structure, or worse. serious personal injury or death. iAOVERTENCIA! El resultadb de un manejo, levantamrenm instaladdri, restriction yarnsiooe ifncorredo puede ser la caida de la estructura o atin pear, heddos o muertd5. Tla."Js3C Exercise care when removing banding and handling trusses to avoid damaging trusses arA prevent injury. Wear personal protective equipment for the eyes, feet. hands and head when working with trusses. ii'Ei.?: Ublice cauteia at qunar las araduras d o legs pedazos de metal de su)etar pare evitar acing a less trusses y pmventr ha herida personal, Ueve el equipo Proreetiro personal Para Oros pies, ma: ncts y catieza cuando trabara can trusses. ® =WV 4 Use ,:'-WIL.-'.• utilise special care in culdado especial en windy weather or dias ventosm o cerca near power Imes de cables ekcftkm o and airports, de aempuertos. Spreader bar for truss HANDLING MANEJO 11MAvoid lateral [tending. EWte la flexion lateral. O Use proper rg- Use equipo apropado ging and twisting pare levantar e The contractor is responsible for equipment. improviiar. property receiving, unloading and storing the (fusses at the jobsite. Unload lasses to smooth surface to prevent damage. EI contratista gene la responsaanded de rtYnbc, descargar y shmenar adecuedamente bs trusses en la obra. Descargue Ins trusses on to Berra W Para pevenir el dares. S) DO NOT Store NOalmacene c. '''•`.7 ".. unbraced bundles verdcatnwte los upright. trussessuelfats. 21 Busses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact vnth the ground after delivery If busses are to be stored for more than One week, plate bbcklg of sufficient height beneath the stack of misses at 6' (2.4 m) to 10' (3 m) on -center o.c ). Los trusses pueden ser di scargados dtrectamente en el Sueb en amid moment de enbega o almacenadCs temporalmente en contaao can et suet despues de entrega. Sri An trusses eslarin gguatanWdos Para mess de um seyrarsa, po nga bloqueando tie altura sutkclente debts de to pdadelosmussesa8hastatOpiesencenbro (ac). 0 For trusses stored (or mono than one week. cover bundles to orotect from the environment. t. Para trusses guarkados OW nay de urea serreara, cobra los pamietes Para protegedo del amibfennte. Refer to SCSI'' •' for more detailed information penaWN to handling and jobsite storage of tnTaes. tea of ititerci SCSI* • • pat tn4off-v ion nos decal• coda sabre el marrep y akracmad0 de MS mnses en area de nabaro. DO NOT store on NO almacane en fierra uneven ground. desigual. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES DON'Tovedoad the crane. NO mbrocargue la 9nia. NEVER use banding to IiR a bundle. NUNCA use has ataduras para levanlar un pagtWe. n A single lift point may be used for bundles of r top chord pitch busses up t0 45' (13.7 m) and parallel chord trusses uo to 30' (9.I m). Use at least two lift points for bundles of top chord pitch trusses up to 60' (18.3 m) and paral- WARNING Do not over load supporting structure with truss bundle. lel chord trusses up to 45' (13.7 m). Use at least three lift points (or bundles of top chord pitch MOVERTENCIAIr No scibrecargue le trusses >60' (18.3m) and parallel chord busses esbucture apoyada can at paquete de 45' (13.7 m). trusses. Plnede usar un sob higar de levantar Para Aar- Place truss bundles in stable position. quetes de trusses de la cuerda sitpenOr haSla 45' y trusses de cueroas paralehis de 30' o mess. PuSe uNes de trusses en una pOsicidn PigUse por to mends dos puntos de levantar con eseable. groups de busses de cuerda superior indmada hasta 60' y trusses de cuerdas paraklas pasta 45: Use par Art mends dos punWS de levanldr con groups de trusses de Cuenca superior mdmada mars de 60' y trusses de ctrerolas paralelas mas de 45' MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSS RECOMENOACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Using a single pick -point at the peak can damage the truss. El use de un sob htgar en el Para para levantar puede eon or leas hater daRo at miss. T I/ WAllerrpm a4na - Itf_ TRUSSES UP TO 30, (9.1 m) TRUSSES NASTA 30 PIES Laaleaooee S-« stilw- baCu bin uiaCn 1b (7 m) OC mare m, d•tnaigtt I I-e--I I Sdmader ev 1rz a _I Vb7twknpsr7bdrof~ TRVSSES VP TO 60' (1e.3 m) _yl It SOn000er 5r 2Q d I Y4roesImigthTRUSSES HASTA 60 PICS y,e TaussEs err To Anti ovEa sir I TRUSSES nmSTA y SOME 60 PIES - 0 Hold eaG1 truss in position With the erection equipment until too chord temporary lateral restraint is Installed and the truss is fastened to the bearing points. Sasteriga Dada truss en postorvn con egwp) de gaia hasta que la resmcacin lateral temporal de la cuerda superior este instalado y el truss esbi asegurado en ids soportes. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA NANO 17 Trusses 2(r a Trusses 30' 6. 1 m) or " (9.1 m) or f . less, support hi )r less, support at near peak. L• I quarter points. lit Soportecerca l r b pitoII__I:__.... __I. e asbs trusses I .4- Trusses up to 20, I de tramo Ids I .4-Trusses up to 30' I de20peso (6.1 m) musses de 30 (9.1 m) mends. Trusses hasta 20 pies pies o mesas. Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to SCSI•B2' •• for more information. fop Chord Temporary a el resumen SCSI-821• • Para mas inhumaddn. `Lateral RestNm OV Locate ground braces for first truss directly In line \ 20 min) with all rows of top Chord temporary lateral restraint table in the next column). Color re kds aindstres de tierra Para el primer truss dfrecrameate en ff nea inn cada una de las State lust Ness de restrktidn lateral temporal de la cuerda .90 superior ( vea la tabla en la prdrima columna). truss sCCURly DO NOT walk on unbrdced trusses. be!cre NO canine en trusses sueftos. F erection of additional DO NOT stand On miss Overhangs until trusses. 1 Structural Sheathing has been applied to the buss and overhangs. Q NO se pare en voladt os cerrlias haste Revesomnento estructural ha srd0 aplicado a la arnadurra y volmlzcis. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing ( see below). s) install web member plane diagonal bracing to stabilize the first five trusses ( see below). 6) Install boCom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. I) Instate los anioslres de Varra. 2) Instale el primem truss y ate seguramente at amostre de berrd. 3) instate JO.S prpxfmoS 4 busses con restdaldn lateral temporal de mtembro (aorta (vea abojo). 4) instate el arrio sn'e diagonal de la cuerda superior (vea abajo). 5) Instate arrtdstre diagonal Para less Banos de los mtembros secundarlds pars estate to k is primeros cfnco trusses vea abaro). 6) Instate la restriccrdn lateral temporal y aniostm diagonal para la cuerda interior vea abojo). 7) Repla este prOcedimfen(o en grupos de cuatro trusses hasta que roods less trusses esten instaladas. Refer to SCSI-82' •' for more Information. Vea el resimen SCSI-021 Para mess mfomacidn. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICCI6NIARRIOSTRE PARA TOWS PIANOS DE TRUSSES this mstaint and bracing method is ter an trusses except 3x2 and 4x2 parallel chord trusses PCTS). See top of next cohann for temporary restraint and bracing of PCTs. Este metodo de restriction y erri istre as para todo trusses excepm busses de cverdas puralelas I rs) 3x2 y 02. Vea /a parte superior de fa alumna Para la res(rxtfdn y amosire temporal de PM 1) TOP CHORD - CUERDA SUPERIOR a.' ::ate; r ; tires Span • <- r; , Top ChoMTeitiporary'1.3teialiRestr ini (TCTIftj Spacing J Lo4ifud ds'TroniotEspacfamlentodi%Ar_ifo47re'Tempor`al des Id.Cu_rtfa'Supirfor: ; Up to 30' 10• (3 m) o.c. max. 9.1 m 30' (9.1 m) - 8' (2.4 m) O.C. max. 45'(13.7m) 45' (13.7 m) - 6' (1.8 rn) O.C. (pax 60'(18.3m) 60' (18.3 m) - 4 (S.2 m) o.c max. 80' 24.4 m) Consult a Registered Design Professional for trusses longer than 60' (18.3 at). Contrite a un Professional Registraclo de Disesio pars lasses mas de 60 pies. _ _ - •-- ` 10 See SCSI- 82•-- for TCTUt optlons. Vea el 8CSI. 82-• r Para has oocmnes de TMR. Refer to SCSI- 6311' for ! - - - •\\\- \ Gable Era Frame restrahnt/bradnq/ _-- - \\ • -\\\. - `` /L ' reinforcement information. - -\\\` , '45 Para Inlbrmaaon Sobre restitOorl/ TCTLR amiss mfuerzo Para Armazorre5 . Hastiales vea el resumen 6CSI-0 Note: Ground bracing not shown for dairy.10' or• Truss attachment - ire Repeat diagonal braces for each set of 4 trusses. required at supports) Repita los arrisotres diagonales Para cads gropo de 4 trusses. Section A -A 2) WEB MEMBER PLANE - PLANO OE LOS MIENBROS SECUNOARIOS TZ LATERAL RESTRAINT St DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! _C-` Diaga,al an I t t Bottom chords Olagonal braces every 10 truss spa Same spacing as bottom Note: Some triad and web mein chord lateral restraint not shown. for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints • 2x4x12' or greater lapped over C• vo trusses ``\ or CLR splice reinforce ment om \ chords ` _ CO, rs 10' ( 3 m) - 15' ( 4.6 m) max. 619 s e fe lldreeff m L•Uss &%Tit7 ClR 1 7Maunum 7 2x Scab dock cereed Over, sake. Mach 1D CLR win nmhmtm 8. 16d 01354 5.1 rah elm mob of sq u or as sa[etIM by CK awkfbq nescm tie SECTION A• A I. muss Member Note: Some chord and web members not shown for Clarity. Diagonal braces every 10 truss spaces 20' (6.1. m) max. RESTRAINT S BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICC16N Y ARRIOSTRE PARA TRUSSES OE CUEROAS PARALELAS 3X2 Y 4X2 10 (3 m) or Oiagon- I bracing Repeat diagonal bracing Refer to 15' (4.6 in)* every 15 truss spaces 1P SCSI-67111 for more (9. 1 m) max. information. Vea el resumer SCSI- 871•• pars mis nnfonnadon. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations AD lateral restraints lapped at least two busses. Top chord temporary lateral restraint spacing shall be 10' (3 in) ox. max for 3x2 chords and 15' (4.6 m) o.c. lot 02 chords. I INSTALLING - INSTALACION `.,;ta6t-0,P,; a:; Tolerances for Out -of -Plante. a 'Outcf;Plumb- Max. BowTruss Length TOferandas pars Fue2de•Planci rt- art . c•z • 0I50 D (N 1 Y4- 12 F LengN y Ma/. Baru (19 mmt (3. 6 m 1t4' 1' 719" 14 6' Min/Bow • 8 min 0 3 m) 22 mm) (4.5 m 17 7 P 16.7• Max. Sim O 13 min ( 0 6 m) (25 min) IS.I in LerigN F u Plumb (19 min) (0.9 m) min) (5.7 m line 1.114' 20.6' Q Tolerances for / (25 mmi 10.2 m) 32 min(6.3 m Out -of -Plumb. I.1W 5' I.3fU' 22.91 Ablerancias Para 0150 mar 32 mm 0.5 m) (35 mml 0.0 m) 1• ::y 1.17 250' Fuera-de-Platlada C4 ': ` - t3B inml I.e., (38 mmn ( 7.6 m 1-YI- T I•Y4• 20. 2' CONSTRUCTION LOADING 45mm1 21or) (45mint (a9in) CARGA DE CONSTRUCC16N r za' 2 z33 3' 51mm1 (z24ri51inm1 (10.Imt DO NOT proceed with construction until all IaLe21 restraint and bracing is securely and properly in place. NO proceda can la constnrcddn hasty que codas less rtestrlc- clones laterales y los amostres esten o0locados en Mama apropada y Seg- 00 NOT exceed maxlmum stack heights. Refer to SCSI.64•• for more infOmation. NO eAceda fas alturas maximas de monedn. Vea el resumer BCSI-84" • para mas infamaodn. V.Naalmuni stock Ne1pM1•:;' ht iS ychi, Rytailal en Tdi ;figsMaterialHeightGym= hard it (305 nurn) Pin vw « OSO 16- (406 nun) Aspnat ShNies 2 bundles Concrete Skxk 6- ( 203 min) Cory Tilde 3•t ties high NEVER stack materials near a peak, at mkt -span, on cantilevers or overhangs. i NUHC4 dpi/e Ids materfates cerca de ern pica, a Centro de la luz, en cantilevers o alms. 00 NOT overload small groups or single busses. NO sobrec'argue pequehos grupos o misses fndMduale£ Place loads over as many trusses as possible. Cologue /as cargas sobre tantas busses comic, sea posibia.- Q Position loads aver load bearing walls. Cokimie Ws cargas sabre las paredes soportantes ALTERATIONS - ALTERACIONES Refer to BCSI-65. • • • Piss mating no Timm kir Curti tea el resumer SCSI.85. • 0 DO NOT cut, alter, or drill arty structural member of a buss unless - speofkally permitted by the buss besign drawing. NO Ogre, aftere o pen'ore nfngdn mnembro estrtacru21 de un truss, a mends que este espedffcamente permioldo en el dibup del disef ci L_' del rrtm ZMTrusses that have been overloaded during construction or altered without the Truss Man- ufaCturert5 prior approval may Tender the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la constructidn o han sido alteradd5 sin /a autor- Izaddn previa del Fabrfcante de Trusses, pueden hater mild y sin efecto la garantla lmutada del FvMfcante de Trusses. Contact tho Compon«rt Nanutadura rw moll Inform4t1an w ewsult a Registered OeAgn Frv(emmW for asslstame. m A.- a no"nuev PbF d di6 otim mx. rWt s00duf0y.Nr root NOTE: The tins mrxr!aaa ,rue Wu ticww Nty on the «m"i tM the mpattn are max OPMO, (4 wpatt0e) are Prdeseauls will t'e covablty w wldenake the i 1` t" twe aomw t0 do m any o"I WO)at it the anvriam t1dems 4 nets emlIIDRe w sore now d the txxnu union «o)ect, R ftUd sees a tritma ham a COYOVOx pity Tie cocoas Ord Pratt.h i ouJmed m dus ij c c x we u4eroee m e e Ifvt the granola canirtedim teouxgtes er 4kr ed wet wt the DVeelS u4D place SAFER tese r«0nn6%WJW4 for hFxing, rsaary, veW&mq erne lfreI - allow re bred sum toe txnrsne eapeMroc OF tmM1rq lit ouxe tmvned "t, buss dtKon, ma fswoe and rtUaxNen, at mist, due d tY retwe of repmtSmtiks mttnv. be p re+axa 0*1 as a WIDE ra use br a 4W I1e0 0,4" dedp .0 «mdraabr h 6 not Ntended tier these recdnnadakim be etaprebd of wean m w Oudmrg dwo rat *Son soadYabmr s« hKOfi a, nvaap, resbarmrp,M matvq tnde Oro It tin me pmcWe the tee a aPa tt air mrwo hr vtx nedIN the i rtr pmr+ety s:D OCA for deI evW odlir..is, agar. satins enl4R the dammtea sairawal biaA9rd mtoawiu H rletetmi W mrmwacmrsirs, SaCA and ipl !r«.Sfly asda m ,aY resmncinby f« mnepes of ig h«n elf: ice.,peffirU t. «reAtree an tye reeemmffd1t n and olm' trm mnanN hoer ISM' ee neurtrra TRUSS PLATE INSTITUTE 6300 Enterprhe Lane' T4adeldr WI 53719 218 N. Lee St, Ste 312 • Alaw ku, VA 2230 tip Lumber design valueslate in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: 739803 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison of Florida Project Name: Thornbrooke Townhomes m otlel:66 unit Lot/Block: 271-276 Subdivision: Thornbrooke Address: 333-353 Misty Grove Lane City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 127 individual, Truss Design Drawings and 0 Additional Drawings. e 1L° With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index she t conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. SANFORD No. Seal# Truss Name Date No. Seal# Truss Name Date 4FpgR` T11 06762 C2 6/30/171T11506745A01G6/30/17 18 5 2 T11506746 Al 6/30/17 19 1 T11506763 1 C3 6/30/17 13 1 T11506747 1 A2 1 6/30/17 120 1 T11506764 1 C4 6/30/17 4 IT11506748 A3 6/30/17 121 1 T11506765 1 C5 6/30/17 5 IT11506749 A4 6/30/17 122 1 T11506766 1 C6 6/30/17 6 IT11506750 A5 6/30/17 123 T11506767 C7 6/30/17 7 1 T11506751 A6 6/30/17 24 1 T11506768 C8 6/30/17 18 I T11506752 I A7 1 6/30/17 125 1 T11506769 1 C9 16/30/17 1 19 I T11506753 I A8 16/30/17 126 1 T11506770 1 C10 6/30/17 1 10 IT11506754 A9 6/ 30/17 127 1 TI 15067711 C11 6/30/17 11 IT11506755 81 6/ 30/17 128 1 T11506772 1 C12 6/30/17 12 IT11506756 B2 6/ 30/17 129 1T11506773 1C13 16/30/17 1 113 I T11506757 I B3 1 6/30/17 130 1 T11506774 1 C 14 1 6/30/17 1 114 I T11506758165 1 6/30/ 17 131 1 T11506775 1 C15 16/30/17 115 1 T11506759 1 B6 6/30/ 17 132 1 T11506776 1 C16 6/30/17 16 1 T11506760 B7 6/30/17 133 1 T115067771 C17 1 6/30/17 1 117 1 T11506761 I C1 1 6/30/ 17 134 I T115067781 C18 1 6/30/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seat on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 17-2288 17-2289 17-2290 17-2291 17-2292 17-2293 I N VF< !,o CEN.4F'. o 68182 STATE OF :Z Q Ss,O N A0 E` quln Velez PE No.68182 Rek U Inc. FL Cert 6W Pa East 81W. Tampa FL U610 June 30, 2017 Velez, Joaquin 1 of 3 RE: 739803 - Site Information: Customer Info: Taylor Morrison of Florida Project Name: Thornbrooke Townhomes Model: 6 Unit Lot/Block: 271-276 Subdivision: Thornbrooke Address: 333-353 Misty Grove Lane City: Sanford State: Florida No. Seal# JTruss Name Date No. Seal# ITruss Name Date 35 T11506779 C19 6/30/17 178 1 T1 15068221 FT10A 6/30/17 36 T11506780 1 C20 6/30/17 179 1 T1 15068231 FT11 6/30/17 37 1 T11506781 1 C21 16/30/17 180 1 T11506824 1 FT12G 16/30/17 1 138 1 T115067821 C22 16/30/17 181 1 T115068251 FT14 16/30/17 1 39 1 T11506783 1 C23G 6/30/17 182 IT115068261FT16 6/30/17 40 1 T11506784 1 C24G 6/30/17 183 1 T11506827 1 FT17 6/30/17 41 1 T11506785 1 CJ1 6/30/17 184 1 T1 15068281 FT18 6/30/17 142 1 T115067861 CJ1 A 16/30/17 185 1 T115068291 FT19 16/30/17 1 143 1 T115067871 CA B 16/30/17 186 1 T115068301 FT20G 16/30/17 1 44 1 T11506788 1 CJ3 6/30/17 187 1 T1150,6831 FT21 6/30/17 145 1 T115067891 CJ3A 16/30/17 188 1 T11506832 1 FT22G 16/30/17 1 146 1 T115067901 CJ3B 16/30/17 189 I T11506833 I FT23 16/30/17 1 147 1 T11506791 1 CJ3T 16/30/ 17 190 I T11506834 I FT24 16/30/17 1 48 T11506792 1 CJ5 6/30/17 191 1 T1 15068351 FT25G 6/30/17 149 T115067931 CJ5T 16/30/17 192 1 T115068361 FTGE 16/30/17 1 150 1 T115067941 D1 16/30/17 193 1 T115068371 FTGE1 1 6/30/17 1 151 1 T115067951 D2G 16/30/17 194 1 T115068381 FTGE2 16/30/17 1 152 I T115067961 EJ2 16/30/17 195 1 T115068391 FTGE4 16/30/17 153 I T115067971 EJ3 16/30/17 196 1 T115068401 FTGE5 1 6/30/17 154 I T115067981 EJ5 16/30/17 197 1 T11506841 1 FTGE6 16/30/17 1 155 I T115067991 EJ5A 6/30/17 198 1 T11506842 1 FTGE7 6/30/17 56 1 T11506800 EJ7 6/30/17 199 1 T115068431 FTGE8 16/30/17 I 157 I T11506801 1 EJ7T 16/30/17 1100 IT 115068441 FTGE9 16/30/17 1 158 1 T11506802 1 EJPW 16/30/17 1101 1 T115068451 FTGEA 16/30/17 1 59 1 T 11506803 1 F 1 G 6/30/17 1102 1 T 11506846 1 G 1 G 6/30/17 160 I T11506804 F2G 16/30/17 1103 1 T11506847 1 G2G 16/30/ 17 I 161 1 T115068051 FG1 16/30/17 1104 1 T11506848 1 HJ3 16/30/17 62 1 T11506806 FG2 6/30/17 1105 1 T11506849 1 HJ5 6/30/17 163 1 T11506807 1 FG3 16/30/17 1106 1 T115068501 HJ5A 16/30/17 1 64 1 T11506808 1 FG4 6/30/17 1107 1 T11506851 HJ7 6/30/17 65 1 T11506809 1 FG5 6/30/17 1108 1 T11506852 1 HJTF 16/30/17 1 166 1 T 11506810 1 FG6 1 6/30/17 1109 I T11506853 1 M1 16/30/ 17 1 167 1 T11506811 FG7 16/30/17 1110 1 T115068541 M2 1 6/30/17 1 168 1 T115068121 FT1 16/30/17 1111 1 T115068551 M3 16/30/17 1 169 1 T115068131 FT2 16/30/17 1112 1 T115068561 M4 16/30/17 1 170 1 T115068141 FT3G 16/ 30/17 1113 1 T115068571 M5 16/30/17 1 71 1 T11506815 1 FT4 6/ 30/17 1114 1 T11506858 MG 6/30/17 72 1 T115068161 FT5G 6/30/17 1115 1 T115068591 MGE 16/30/17 1 73 T1 15068171 FT6G 6/30/17 1116 1 T1 15068601 MGE1 6/30/17 74 T11506818 FT7 6/30/17 1117 1 TI 15068611 MGE2 6/30/17 75 1 T11506819 FT8 6/30/17 1118 IT11506862 1 MV1 6/30/17 176 I T11506820 I FT9 16/30/17 1119 1 T11506863 1 MV2 16/30/17 177 I T11506821 I FT10 16/30/ 17 1120 1 T11506864 1 MV3 16/30/17 1 2of3 RE: 739803 - Site Information: Customer Info: Taylor Morrison of Florida Lot/Block: 271-276 Address: 333-353 Misty Grove Lane City: Sanford No. I Seal# I Truss Name I Date16/30/17- 121 1 T11506865 1 MV4 1122 1 T11506866 1 MV5 1 6/30/17 I 1123 I T115068671 PB 16/30/17 1124 I T 11506868 1 PW T 1 1 6/30/17 1 125 T11506869 1 PWT2 6/30/17 126 T11506870 1 PWT3 6/30/17 127 JT11506871 1 PWT4 1 6/30/17 1 Project Name: Thornbrooke Townhomes Model: 6 Unit Subdivision: Thornbrooke State: Florida 3of3 Job I fuss truss type ty y T11506745 739803I AOtG Root Special Girder 2 l Job Reference (optional) American Builders Supply, winter Haven. FL 33880, McLain Run r 640 a Nov 10 2e15 Pdn1: 7.64u a NPI C2 "10 —1 Y 1 MIYa11Mq. 116 . . ID:P1I10RARNIPrxtpt7fu9w5zIESO-?SvDPRJkbaviiHlpDE 1 PZ?139Ayi6V1B61 N otyz 1463 1.0 9 2.1 15.8.0 23 6.0 31.4.0 37.8.3 41.6.12 46.3.E 51.0 0 1.0- 9.2.1 6.5.15 7.10.0 7•f0.0 6.4.3 3.10.9 4.8.10 4.8.10 Sc ale a 1:88.4 Sx6 = 18 17 C4 Za 16 20 15 1Y 13 12 — — 11 6x6 = 2x4 II 76 = 7x8 = 4x4 = 64 = 4x6 = 10x10 = 4x8 II 41.6.12 46.3-6 51.0.0 10.2.12 4-&10 4.8.10 1.0 0-4-81 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20141TP12007 CSI. TC 0.93 BC 0.93 W B 0.88 Matrix-M) DEFL. in poc) Vdefl Ud Ven(LL) 0.35 13.15 >999 240 Ven(TL) -0.94 13.15 >646 180 Horz(rL) 0.21 11 n/a We PLATES GRIP MT20 244/190 Weight: 342 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 4-16, 5-16, 6-16, 7.15, 8-12 WEBS 2x4SPNo.3'Except' 8-12,10.12: 2x4 SP No.2 REACTIONS. (Ib/size) 11=2031/Mechanical, 2=2095/0.4-0 Max Horz 2=255(LC 24) Max Uplift 11=-635(LC 8), 2=-501(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3693/838, 3.4-3180/815, 4-5=-2525/734, 5.6=-2527f735, 6-7=-3509/891, 7-8=-5818/1441. 8-9-2829/808, 9-22=-2829/608, 22-23=-2829/808. 10.23-28291808. 10-11=-1962/605 BOT CHORD 2-18=-744/3282, 17.18-745/3281, 17-24=-584/2853, 24-25— 584/2853. 16-25-584/2653, 16-26=-661/3072,15-26=-661/3072,14-15=-984/4022,13.14=-984/4022, 12-13-1234/5128 WEBS 3.18-0/261, 3-17=-557/207, 4-17=-42/575, 4-16=-958/304, 5-16-427/1750. 6.16=-14001415, 6-15-13611010, 7-15-1196/406, 8.13=-1301/460, 8.12=-2727/598, 9-12- 323/203, 10-12-946/3349, 7-13-434/1859 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45ft; L=5111: eave=61t: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 635 lb uplift at joint 11 and 501 lb uplift at joint 2. 8) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 73 lb up at 47-2- 4, and 73 lb down and 73 lb up at 49.2.4 on top chord, and 39 lb down and 65 lb up at 47-2-4, and 39 lb down and 65 lb up at 49-2- 4 on bottom chord. The desigrVselection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard Q WARNING • VaAIy dedpn paramstaa and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE Me•7473 rov. 160MIS BEFORE USE wt Design wildforuseorgyWinMI[ek®conneclous. Rds design S bo sed only upon rxaarnelea shown. and Is for on kdlvkhrd txAdkng component. rat a tnm system. Beforo uso, the IxAdlng doslonor mull vedty tla asNpicoblltyof cleslgn pwrarnelers and rxolorty Morporato this design Into the over" buldhU design. Bracing trdlealod is to prevent buckling of IW Wuap buss web and/or chord members orgy. AddAIWO lamp WM cnd permanent txackng WOW Is always recood for slalwlty, and to prevent coflgno vAth possible pefsonol knluy o nd praperly damage. for geretd guidance regarding Me fdxlcc fim storclge. dollvory, efecflon anti txackno of bassos ctnd truss systems, so0AN$1/IPI I Quality CAteAa, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety =motion avdik" e from [rum Plate Imiltuto. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tarnpa, FL 33610 Job fuss Iruss type ty y T11506745 739903 1:01G Roof Special Goder 2 1 Job Relerence o Clonal u. Tn IM..adna Inn GI Lm M fe 111 L 9017 Peee 2 Afr1411 an 1109fe JUPPIy, winter maven, rl .>,00tr, mcwvl ...... Prxt..._ ._ _. r. __ __ . _ _ _ ID: P?I?ORARNIPnttpt7fu9w5zIE5O-?SvOPRJkbavtiHlpDE 1 PZ?I39Ayr6V?861 Motyz 14e3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.5=-60, 5.8=-60, 8.10_ 60, 11.19=-20 Concentrated Loads (lb) Vert: 27=1(B) 28=1(8) Q WARNING. VeAry dedpn pafarrretwe and READ NOTES ON DO AND INCLUDED MREK REPERANCE PAGE M47473 mv. IGW,2016 BEFORE USE Design valid for use only vAlh Mltok0 connectors. Ills design Is based orgy upon feelers Mown. and Is lot an indn4cktal txdldkV component. not a liters syslefn. aelore tao. the txdklM dL-4r w must vodty, the tg3plcabillly, of doslDn Pararnolers and pxop etly Incorporate tfkt design Into the overall txllding design. ®acing frtclicated Is to prevent bucsdtng of frldNklual If=web aril/or chard inembers only. Additional temporary and permanent bracing MiTek' Is always w3gtOed lot stablluy cnd to pxeveni collapse wllh possUlltd personal lIrytry and property damage. fa genwal guidance togadng mo kjbilccflom storage. delNery. erecllonl =1 tracing of ttt1150s and Irtrss syslerns, seeANSI/M I Quality CdtefW. OSS-89 and aC$1 Building Component 6904 Parke East Blvd. Taupe. FL 33610 Salary Inlo lion ovallable from [fuss Plate insllMo. 218 N. lee Sttool. Stlte 312. Alexandria. VA 22314. Job uss fuss I ype rity y TIISO9746FJbeference739803AlHp21 optional) American Builders Supply, winter Maven, 1-1. idatle, NKLaeI •• •• - -- 10:P?I?ORARNiPrxtpt7fu9wS IE5-PgbMlTLduVIRZkOOvMa6BdNec016Juxeo?bSUHz14e0 1.0 9.2-1 15 8-0 23 5 4 25.6.0 7.6.1 35 4.1 41.9.15 51.0.0 5 - 1.0- 9.2.1 6-5.15 7.9.4 2.0 12 2.0 12 7.9-5 6.5-14 9.2.1 0• Fr,88 5x6 = I 7d " za w <. 12" 11 Sire = 2x4 II 7x6 = 7x14 MT20HS = 7x6 = 2x4 11 Scale - 1.87.8 I 92.1 158-0 2354 256027.8.12 354.1 41.915 51.0.0 1 0-2.1 6 5 15 7.8 4 2-0 12 2.0 12 7.9-5 6 5.14 9.2-1 Plate Offsets (X,Y)--(2:0-0-4,0-1-11,(3:0-3-0,0.3-4),(5:0.3-0,0-2-0),(6:0-3-0,0.2.0),(7:0.0.0,0.0.0),(8:0-3-0,0-3-4),(9:0-0.4,0-1-11,(12:0-3-0,0.4-8),(13:0.7-0,0.4-8),(14:0-3-0 0-4.81 LOADING (psi) SPACING- 2-" CSI. DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) -0.25 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Ven(rL) -0.64 13.14 >950 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.19 9 We We BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Weight: 338 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1.3,8-10: 20 SP M 30 BOT CHORD Rigid telling directly applied. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 4-13, 7-13 WEBS 2x4 SP No.3'Except* 4-13,7-13: 20 SP No.2 REACTIONS. (Ib/size) 2=2100/0.4.0, 9=2100/0-4-0 Max Harz 2=-289(LC 8) Max Uplift 2=-495(LC 10), 9=-495(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/1331, 3.4-3199/1263, 4-5=-2420/1055, 5-6=-2182/1062, 6.7-2420/1055, 7.8=•3199/1263, 8-9— 3700/1331 BOT CHORD 2-15— 101213360, 14-15=•1014/3358, 14-22=-769/2947, 22-23— 769/2947, 13.23=-769/2947, 13-24=-769/2772, 24-25=-769/2772, 12-25=-769/2772, 11.12=-1014/3188, 9-11=-1012/3189 WEBS 3-15=0/250, 3.14-540/308, 4-14=-94/611, 4-13-1039/478, 7-13=-1039/478, 7-12=-94/612, 8-12-540/308, 8-11=0/250, 5-13=-244/793, 6.13-244f793 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30111; B=4511; L=51fl; eave=6ft; Cat. 11; Exp B-, Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 2 and 495 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNINO • Vally dedpn parameters and READ NOTES ON THIS AND INCLUDED MI/EX REFERANCE PAGE MO.7472 rev. 10AM2015 BEFORE USE Design valid lot use orgy Wth Mllek®corvectors. this design is based only upon paaamelers shown. and Is for an hxllvldual bolding component, not a kuss systeen. Boforo use. the IxUding designer mars) vodty rho a1plllca bl11y of design Witaanelers and pxopony htloeorolo 0nh design Into the oven.. only. Aadlional temporary and permanent baring M iTek' txMclbV design. Brocing Indicated 1S to prevent IxrcMing of individual truss web and/or crotd motnbets Is always tool fted Ion stability and to proven collapse with possible, personal "and property damage. For general guidance togarding Ono ricallm storage, dorNory, election and bracing or trusses and prim ms. systesoeANSVIPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd.lab Safety Information anMrablle nan truss Plate Institute. 218 N. Leo Street. Srlto 312, Alexandria. VA 22314. Tampa, FL 33610 Job fuss Truss Type ty T1I506747 739803 A2 ROOF SPECIAL 2 1 Job Reference(optional) we 20117 o,...6 . Arnerteon Builders Supply. wmar Haven, FL 336e0 ID:P?I?ORARNtPrxtpt7fu9w5zlESO-IxXL397PZS4v_Gtv3kkUoGbssSTCDFEh21 YfMkz175A 2.40 7.4.4 12.4.8 tS7.15 2t•5,4 25-" 1.60 35.4.0 41.9-t5 il— 52.OD o-O+ L so•4 3.3.7 SY-5 —~-PO 2A 7.10.0 ssts 9.2-t -4 Scale = 1:103.6 Sx6 = 5x6 = 5x6 = 8 3x6 II 20 II 1a 17 at 16 'u 'u 15 14— 13 6xIO = 818 = 7xB = 5x6 = 4x8 = 7x8 = 7x6 = 20 II 20 11 34 II 2x4 11 2.4-0 24 9 10ed IS7.15 21.64 27d-0 9.040 41Sq- S 6t40 , LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI, TC 0.81 BC 0.59 WB 0.84 Matrix-S) DEFL. In Ven(LL) -0.28 Ven(TL) -0.71 Horz(TL) 0.28 loc) Well Ud 16 >999 240 16 >863 180 11 rVa n1a PLATES GRIP MT20 244/190 Weight: 423 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-3: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 5-16. 7-16, 7-15. 8-15, 9-15 2-19: 2x6 SP 240OF 2.0E WEBS 20 SP No.3 *Except' 17-19: 20 SP No.2 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=2061/0.4-0, 11=2087/0-4-0 Max Horz 1=-288(LC 8) Max Uplift t_ 434(LC 10), 11— 492(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-1022/371, 3-29=-4576/1648, 3-4— 3915/1463, 4.5=-3875/1553, 5-6= 2620/1142, 6-30=-2292/1085, 7-30=-2292/1085, 7-8=-2376/1118, 8-9=-2510/1101, 9-10=-3181/1256, 10- 11 =-3667/1331 BOT CHORD 2.20=-1355/4464, 19-20=-1356/4451, 17.31=-743/2873, 16-31=-743/2873, 16-32=-529/2420, 32-33=-529/2420, 15.33— 529/2420, 15-34=-763/2742, 34-35=-763/2742, 14-35_ 763/2742, 13-14=-1009/3169, l l-13=-1008/3171 WEBS 3-20=0/339, 3-19=-991/413, 17-19— 757/2936, 5-19=-62611738, 5-17=-674/274, 5-16_ 798/ 394,6-16=-284/864,7.16— 282/92,7-15— 1042/455,8-15=-694/1776, 9.15=-945/ 457, 9.14=-101/571, 10-14=-562/311, 10.13=0/264 NOTES- 1) Attached 8- 8-3 scab 1 to 3, back face(s) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131'x3) nails spaced 9' o.C.excepl : starting at 1-3-1 from end at joint i, nail 2 row(s) at 2- D.C. for 3.0-5; starting at 6.5-9 from end at joint 1, nail 2 row(s) at 7' o.c. for 2-0.0. 2) Unbalanced root live loads have been considered for this design. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psh BCDL=6.0psh h=301t; B=45ft; L=51ft: eave=6fl; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (directional) and C•C Exterlor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=434. M Q WARNING • Verity dedgn parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE 11111-7477 rev. /OMMIS BEFORE USE Design wild lot use only vAlh MI IekS Connectors. RBIs de*p is txtsed only upon parameters down. and is lot an btdlvkducd btAding canponenl. not a lam syslotn. 9ol(xe too. the LxACJIrg deslgnot must verify the cq)lAlcatAlly of design rxlranelets aid pxoPerly ktcoworalo thb doslpn Inlo Ow overall txAdng design. Waling IrWlcaled Is to pxevent bucIdI g or kxnvlc ttm tnm web cM/a chord memboM only. Additional temporary and permanent bracbg M iTek' 6 clwoys tecpdtod for slatAllly and to rxovent collg7so wlfh p osgAo petsorlyd bytay and Ixopony damage Fa gerxxa gtddalce togadbg the k"Icallon. storogo. dollvery. aocIlon arKI txacA g of lathes orKJ tam systams. soeANSI/IPI I Quality CdleAa, D$6.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Rom Russ Plate Ins11Me. 218 N. Lee Sheet. Sidle 312. Afexa cirlo, VA 22314. Tampa. FL 33610 Job I cuss T russ Type T11S06747 739803 A2 ROOf SPECIAL 2 1 ncJobReferee tional c.. r M, if on 42 2m? on 9 Amencan 6W1dara suPPN, wmlar maven, m suanu 10:P?I?ORARNiPrxtpt7tu9w5zlESO-txXL397PZS4v_Gtv3kkUoGbss5TcOFEh21 Y(Mkz 1758 NOTES- 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom Chord. Q WARNING • Votl/y dodyn puametera and READ NOTES ON THIS AND INCLUDED N/1EK REFERANCE PAGE MO.7472 tay. IOWMIS BEFORE USE Oe*jn valid lot use only With Mllek®conneclas. thisdesW Is Ixtsed only upon parameters shown. and Is lot an kldlvkhtal btWkng comporant. not designee must veaty the alcabillly of <k'slQn parameters and Ixoperly Incorporate lh6 design Into the over", a Misssystem. Selose use. the IxBdng ppl Addllonal lempadry axl petmanent Ixacmg M iTek' IxgdtrQ design. Bracing frWlaated is to Ixevent Ixtcatrlg of IndlMucil truss web and/or chard members only. Is always segthod let sta7lllly and to prevent collapse with poke personal knKry and proPorty damago. rot gorlotal g"dance tegadng tho l<ixbatbn storage. delivery, erection ancf txcrctrlg of tntsses cind Muss systems. seeANSIflPl I Quality CAterla, OSO-89 and SCSI SulklIng Component 6904 Parke East Blvd. Safely Information w"lable from Ituss Rate institute. 218 N. Leo Street. SIIte 312. Alexandda. VA 22314. Tatrpa, fL 33610 Job Truss Truss Type oty Ply Ttt506748 739803 A3 ROOF SPECIAL 2 ] 1 Job Reference Lionel C.:.I„n an f f -M•I't let 7 P.O. 1 ArnOnCan Builder, suppy, winter maven. FL 7saw .._-_ -. ..- -- - -------- ------------ -- - - - - - - 10:P?I?ORARNiPrxtpt7fu8wSZIE50.0851GV72KmCmbOS5cSFILU81 aVpOyhTgHhHOuBz 1750 24-0 74.4 1248 19•S, 23.5-, 1-10 35.4.0 1.9.15 51•a0 52.0-0 24-0 Sa4 ' S•0-, 7•a12 .-a0 4at2 7.10-0 65.15 9.2-t 106 Scale = 1:101.9 5x6 = 5x6= CA - 3x6 II 2x4 If 16 15 29 ju 14 O1 1344 t2 6x10 = 9x8 — 7x8 = 7x8 = 7x8 = 74 = 20 II 3x6 If 23K4 II 2x4 II a,o 249 12•,41 10-6-4, 2 21.6•, 2740 25,4 ,1415 61-0-0 r24 9 lade 7412 2-0-0 84.12 7.100 8-S•16 P21 ' 0•3-13 Plate Offsets (X.Y)-- 12:0-0.8.09-01 (50.3.00-2.0) (9:0-3-00-3-4) 00:Edge.O-3.81.(13:0.3.0.0-4.81.[14-4-00.4-81 (17:0.2-80-3.121 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.28 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Ven(TL) -0.71 15-16 >855 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 HOr1(TL) 0.29 10 We We BCOL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 405lb FT = 20% LUMBER - TOP CHORD 20 SP No.2,'Except' 3.5: 2x4 SP M 30, 1-3: 2x8 SP 240OF 2.0E BOT CHORD 2x6 SP No.2'Except' 2-17: 2x6 SP 240OF 2.0E WEBS 20 SP N0.3 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side WEDGE Right: 20 SP No.3 REACTIONS. (lb/size) 1=2061/0-4-0.10=2087/0-4-0 Max Horz 1— 288(LC 8) Max Uplift1-434(LC 10). 10=-492(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 5-17. 5.15, 6-15. 6.14, 7-14. 8-14 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-1005/371, 3-27-4520/1632, 3.4-3902/1471, 4-5=-3931/1659, 5-28-2445/1114, 6-28=-2445/1114, 6.7— 2418/1122, 7-8=.2510/1101, 8-9-3161/1258, 9.10=-3666/1331 BOT CHORD 2.18-1335/4343, 17-18=-1335/4330, 15-29=-63612601, 29.30=-636/2601, 14-30=-6362601, 14-31=-765/2743, 31-32=-765/2743, 13-32-76512743, 12.13-1010/ 3168, 10.12=-1009/3170 WEBS 3.18= 0/340, 3-17=-925/362, 15-17-57612456, 5-17=-709/1629, 5-15=-55/321, 6-15=-379/ 125, 6-14=-1076/510, 7-14=-710/1776, 8.14-945/461, 8-13=-103/564, 9-13-560/ 309, 9-12=0265.4-17=-386/352 NOTES- 1) Attached 8- 8-3 Scab 1 to 3, back face(s) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131'x3) nails spaced 9' o.c.except : starting at 1-3.1 from end at joint 1, nail 2 row(s) at 2' o.c. for 3-0-5; starting at 6-5-9 from end at joint 1, nail 2 row(s) at 7' o.c. for 2.0-0. 2) Unbalanced root live loads have been considered for this design 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=3011; 8=45ft; L=511t; eave=61t; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 7) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (11=1b) 1=434. 10=492. 9) This truss design requires that a minimum o1 7116" structural wood sheathing be applied directly to the top chord and ** gypsum on Inue on page 2 WARNING. Verfly design paranrotars and READ NOTES ON THIS AND INCLUDEOWTEK REFERANCE PAGE AA0.7473 rov. 10011=016 BEFORE USE wt Dedgn vdld foruseonlywithfAloWconnectors. Ills d"W h based only upon Matnelers Mown. and Is loran Individual tAddrg cornponent, not a teas system. Before wo. the Ixrldln0 de*p*ow must verily the appllCablity of dW*p jxRometors and properly Iraaporalo this design Into the ovorall Addllonal temporary andpermanentIXaCJrQWOWtxdc&V dosign. 0acing hdicaled Is to prevent bucidN of lndNklud tam web aid/or chord members only. is dways regUrod for stability and to Ixovenl cdlgno wllh possible persona tryuy and Ixoporty damogo. For genets guidance reWdlno he faxlcatlon, slordrge. dellvery. wocllon and bracing or farAw and truss Wslems, seeANSI/TPI I Quality criteria, OSS-89 and SCSI Building CofrlpdMfll 6904 Parka East Blvd. Tampa. FL 33610 salary Information avacue ROM Irlas Plate hsRtuto. 218 N. Leo Street. SLAT@ 312. Alexandria. VA 22314. Job Truss Truss Type oty ply T115087A8 739803 A3 ROOF SPECIAL 2 t Job Reference Lionel C,: I..w on f f 01f 7 P. 7 Atnsncan Buttesus Supply. winter maven, rL scmtw 10:P?I?ORARNiPrxtpt71u9wSZIE50.0851GV72KmCmbOS5cSFjLU81 eVpOVhTgHhHOuBzl 750 WARNWO • Vedl y dedpn psnmeters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PACE M0.7479 rov. 1602/2016 BEFORE USE Design valid lot use orgy wtm Mltek® connectors. Rt8 design Is based only upon parameters shown. and Is for an hxlhAduol building comlxxlCnt. nol a truss system. Befoto use, the btMc lrtg doslpner nttrst verify the alAtlkalAl fy of <loslen Ixuameters and lxoporly Incorpaato 01B design Into the ovotall txuding design. Bracing hxkatod is to fxevent bucklkV of dWNkkxd truss web and/or chord members only. Addlloral temporary and permanent bracing MiTek' Is always required for stability and to prevent collotm with possible personal rtpuy and fxoparly dornage. For gerarci gkddance tegadrtg Itte febricallm storage. delivery. erection aril txacing of trusses and truss systems, seeANSVIPII Cllfy 8804 Parks East Blvd. CrIledc, OSB-89 and SCSI Building Component Te • Parke East0 Safety Information available from tress Plato "kno, 218 N. Lee Street. Suite 312. Alexandria. VA 22314, Tempe. Job Truss Truss Type ry Ttt506749 732803 A4 ROOF SPECIAL 2 1 Job Reference(optional) Arnerican Builders Supply. W mtet Haven. FL 33880 7.640 s Apr 19 2016 Wak Industnes. Inc. F6 Jun 30 11:30.44 2017 Page I ID:P?I?ORARNiPrxtpt7fu9w5z1ESO-hKf5Ur8g53Kd0a 1 HA9mythgCMuS8h7e_W L1 VQdz 175P 2.4-0 7.44 72* t7-S4 21.54 27.6.0 36.4.0 41.0.15 _51.010 52-0,0 24-0 SO4 SO4 5012 4.0.If 6.0•t2 7.100 6515 9.2•t 1-0 Scale = 1:101.9 5x6 = Sx6 = 5x6 = 6,00 12 5 3x6 2x4 II e 10x10 4 Sx6 9 0 273 1 10 17 1114 78 3k6 It _ 2x4 I I 16 15 28 29 14 30 13 31 12 8x8 _ 6x10 7x8 = = 8x8 = 74 = 7x6 = 2x1 II 3x6 II 2x4 II 20 11 24.0 203 1244 17.54 21.54 27•e-0 3544 414Fts 61a1-0 243 1tF0•e M 400 64.12 7.100 LOADING (psi) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP N0.2'Except' 1.3: 2x8 SP 240OF 2.0E BOT CHORD 2x6 SP N0.2 *Except' 2-17: 2x6 SP 240OF 2.0E WEBS 2x4 SP N0.3 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side WEDGE Right: 2x4 SP N0.3 REACTIONS. (lb/size) 1=2061/0-4-0.10=2087/0-4-0 Max Horz 1=-288(LC 8) Max Uplifll=-434(LC 10), 10=-492(LC 10) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.81 Ven(LL)-0.3314-15 >999 240 MT20 244/190 BC 0.65 Ven(TL)-0.6214-15 >742 180 WB 0.97 Horz(TL) 0.29 10 n/a n/a Matrix-S) Weight: 396 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 5-17. 5.15, 6-15. 6-14. 7.14, 8-14 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1014/371, 3-27- 452811638, 3-4-3896/1464, 4-5=-3888/1610, 5-6- 2585/1133, 6.7=-2475/1109, 7.8-2514/1100, 8.9=-3159/1260, 9.10-3667/1332 BOT CHORD 2-18=-1344/4396, 17-18-1344/4383, 15-28=-752/2866, 28-29=-752/2866, 14-29-752/2866, 14-30=-766/2741, 30.31=-766/2741, 13-31=-766/2741. 12-13=-1011/3169, 10-12-1010/3171 WEBS 3-1e=0/339, 3.17=-959/390, 15.17- 651/2686. 5.17-663/1583, 5-15-12/332, 6-15=-523/236, 6-14-1153/551. 7-14=-677/1772, 8-14=-932/463, 8-13=-109/550. 9.13-562/309,9-12=0/271, 4-17=-302/277 NOTES- 1) Attached 8.8-3 scab 1 to 3, back facets) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131'x3') nails spaced 9' o.c.except : staving at 1.3.1 from end at Joint 1, nail 2 row(s) at 2' o.c. for 3.0.5; staving at 6-5-9 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=301t; 8=45ft; L=5111; eave=611; Cat. 11; Exp 8; Encl., GCpi=0.le; MWFRS (directional) and C-C Extedor(2) zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolnt(s) except (p=lb) 1=434, 10=492. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 15" gypsum sheetrock be applied directly to the bottom chord. Q WARNING- VeNry design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE MP74M taV. I DAM IS BEFORE USE Desl.1 valid lot use oNy with Wlek®conrectors. thisdettOrA nIstxdOrly ul»m nWaetersshown, and Is lot an YWlvkkal building component. not a truce system. Bototo tae. Iha tkllding clslpret must verily the applicabelty, of de*p lxxatneters and papally Incorpotate M design tnto the overall btadkh0 design. Itracing mrncated Is to prevent btrclding or I WNkkal truss web C1W/a chord members only. Acklhon l temporary aid peffnaneni Ixa_ft MOW Is always rogtlrod lot stability and to povent cdtalxse with IxlaBtlo Ixtrsonal Intrry and lxop ody damage. For Ooreral ptldanco reomck a 010 falmicatlon, stocago. dolNery. erection anat bracbV of trusses arld truss systems. smANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information 0WACI le Dan trim Pali Institute. 218 N. Leo Street, Suite 312. Alexandria. VA 22314. Tonga, FL 33610 Job Truss Truss Type Oty Ply T11506749 739903 A4 ROOF SPECIAL 2 t Job Reference(optional) Amencen tsutasts supply. Winter naysn, rm. JJMV ID:P?I?ORARNiPrxtpt7fu9w5z1 E50-hKf5Ur8g53KdDa t HA9mythgCMu88h7e_W L.1yOdz 175P Q WARNWG • Vady dedpn pamnWO a end READ NOTES ON TNIS AND WCLUDED MnEK REFERANCE PAGE M9.7473 rev. MON015 BEFORE USE Design vaikl for use only with Ml lek® connectors. Ihls desert is based onlyupon parameters Yawn. and Is for at Individual txuldirlg component. not a truss system. Below use, the building designet must vedfy, the applicabltly, of design parameters and p fOPedY klaogorale Ihk design Into the overall building design. Bracing Indicated Is to prevent lxtcalng of Individual Iruss web and/or chord members orgy. Additional temporary and permanont bracing M iTek' Is always rogWed for Yaxllty, and to prevent collapse wtih possible personal k*zy and propony damage. For general guidance regarding the fabdcatbn Storage, delivery. etectbn and bracing of Inures and truss systems. soeANSIM I Quality Cdteda, DS1469 and SCSI aulldlng Component 6904 Parke East Blvd. Safely Information available mom buss Peale Instlkne. 218 N. Lee Street. Sullo 312. Aloxandda. VA 22314. Tsnpa. FL 33610 Job Truss Truss Type oty ply Tt1506750 739803 A5 ROOF SPECIAL 2 t Job Reference(optional) Iw.. C.i t..n Ala t•'Ia45 'Ml7 Pnnn 1 American Builders Supply. Winter HaV4n. FL T35W . ,y,........, ....... ...._....._...._. ... __.. __ ...__.._ __ .. ID:P?I?ORARNIPrxtpt71ug"zIE50.9W OThB91sNSUrkcTMIBOvON81VZOdJ71?mVz3z 1750 240 74 1248 hiss f9.5-4 27.6.0 35-4.0 4tA•t5 S1•0.0 52-0-0 21 TSO.4 SO.4 3412 4.0.0 84t2 7.10-0 6515 9.2.1 1.0• Scale = 1:101.9 5x6 = 3x6 II _ 2x4 II 16 15 etl zu 14 13 12 6x10 = 8%6 7x8 = 7xe = 7x8 = 7x6 = 2x4 II 3x6 II 2x4 II 20 11 2.40 249 12 a 145.4 21i4 2740 2544 41 q•IS 6100 2tO100e74/2 200 6412 7.100 ed-IS P2.1 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.80 BC 0.58 WB 0.82 Matnx-S) DEFL. in (loc) Well Ud Ven(LL) -0.29 14-15 >999 240 Ven(TL) -0.74 14-15 >820 180 Horz(TL) 0.29 10 rVa rVa PLATES GRIP MT20 244/190 Weight: 393lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6.7: 2x4 SP M 30, 1-3: 2x8 SP 240OF 2.0E BOT CHORD Rigid calling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 6-14, 7-14, 8-14 2-17: 2x6 SP 240OF 2.0E WEBS 20 SP No.3'Except' 15-17: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=2061/0.4-0, 10=2087/0-4-0 Max Horz 1=-288(LC 8) Max Upliftl=-434(LC 10), 10=-492(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=-1004/370, 3-27=-4534/1642, 3.4_ 3893/1461, 4-5=-3854/1573, 5-6=-3017/1271, 6-7=-2510/1098, 7.8= 2513/1105, 8-9=-3160/1260, 9-10=-3667/1334 BOT CHORD 2-18_ 1349/4347, 17-18=-1349/4334, 15-28=-861/3110, 28.29=-861/3110. 14-29=-861/3110, 14-30=-765/2740, 30-31=-765/2740, 13.31=-765/2740, 12.13=-1013/3169,10-12=-1012/3171 WEBS 3-18=0/339, 3-17=-972/405, 15-17=-779/2699, 5-17=-541/1363, 6-14= 13031577. 7-14=-632/1684, 8.14=-940/450, 8-13=-107/567, 9.13=-562/313, 9-12=0/267, 6-15— 576/343, 5.15=-139/488 NOTES- 1) Attached 8.8-3 scab 1 to 3, back lace(s) 2x8 SP 240OF 2.0E with 2 row(s) of 1 Od (0.131'x3') nails spaced 9' o.c.except : starling at 1-3-1 from end at Joint 1, nail 2 row(s) at 2' o.c. for 3.0.5; starting at 6-5-9 from end at Joint 1, nail 2 row(s) at 7' o.c. for 2.0.0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45ft; L=51II: eave=6ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, With BCOL = I O.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except 01=1b) 1=434, 10=492. Q WARNWG • Verily dedgn perametwe and READ NOTES ON THIS AND INCLUDED UREK REFERANCE PAGE Ma-7472 rev. IGWMIS BEFORE USE Design vaild lot use only VAt h Mllek®conneclers. this design Is txwd only uron potamates shown. and Is to an Individual Ixrldft canpon0nL not o lass system. Beloro roe. t e IxUdhg designer must Verily the cwlcatAlty of design pcfrcaneluls and propedy Incorporate ink design into the ovetallAdditionallemloraryandpernunentbracing MiTek' txDding design. Bracing Indicated Is to prevent txreteIng of Individual truss web ana/of chord members only. Is always roclufred Wf slalAily and to Ixevenl collapse with Ixxaatw personal tyuy, and Ixoperty damage. lot general guklatce regarding the Mricatkxt stoictgo. deilvory, erection and txctekng of trusses curl tntss systems, weANSI/TPI I Duality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Bird. Tempe. FL 33610 Safety tnlormation atKOable from truss Rate institute. 218 N. too Street. Suite 312. Alexuric0o. VA 22314. Job T russ Truss Type N T1t506750 739803 AS ROOF SPECIAL 2 1 Jab Reference (optional) C.: r..w on f f •M ex ]af ] Pnfu 7 American Builders 5uppy. Walter Haven, rL xtaav IO:P?I90RARNrPrxtpt7tu9w5zlE5O.9W OThB91sNSUrkcTktlB0vON81VZ0dJ7t?mVz3z 1760 NOTES- 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Verrty dedgn parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE AW173 rev. N103RaI6 BEFORE USE Oeslgn vdidfar use orgy with M ic-k$ coi n fors R* design is tasou orgy upon parameters showx and is tot an Individual Ixdding component. not a late system. 6etao use. the Ixlk9ng designer roust verity the atrtfk;atAlly of ckrslgn parameters and poperty Incotloiale INS design Into the overall Additionaltemporaryandtxacing M iTek' tx6alngdoalgn. Racing Indicated Is to prevent Ixtckling of IndIvIdud tmss web and/or chord members only. permanent is always te%died got slablIlly, and to prevent collalzo Win possUo personal "and Irapony, damago. For general gudda nce regarding the krixicatkxn. storage. detNory, election and txoci ng of Inrssas and truss systems so"NSI/TPI I Quality Crlt*da. OSB•89 and SCSI Building Component 6904 Parks East Blvd. Tampa. FL 33610 SalaryInformationavaSalHefromtrussRatetrxlllule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type oty Ply T11SO6751 739803 A6 ROOF SPECIAL 2 1 Job Reference clonal American Builders Supply. Winter Haven. FL 33880 7 640 a Apr 19 2016 Wok Industries. Inc. Fn Jun 30 11:30 46 2017 Pays , ID:P?I?ORARNIPrxtpt7fu9w5zl E50-dinsvxAwdhaLSuBglapOy6mYgip?94NGzf W2VWz 175N 2.4.0 7.44 t2.4.8 1 17.14 19.9a2 27.6.0 36.4-0 41.0.15 s1.0-o 52 24-0 SO.4 SO.4 NU 4.0-0 2.4.8 7•&4 7•10-0 6.515 9.2.1 t•a Sx6 = 6.00 12 Scale - 1:101.9 i3x8i 3x8 US = Sx8 = 6 8 4 28 Sx6 4x6 i 29 9 3 u Y n 1 10 1 g v19 US II 8x8 2x4 II 17 16 15 7x8 = 6x10 = 3x6 II 112x4 2x4 II 31 14 32 1333 7x8 = 7x6 = 12 2x4 II 24-0 249 12.4! Ia-64 17.5.4 21b•4 274W 2544 41•PIS 514M o ' IO•a-a 1'012 4-0O 4-0-0 eo•12 7.10-0 fY615 42.1 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber OOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP N0.2'Except* 1-4: 2x8 SP 240OF 2.0E BOT CHORD 2x6 SP N0.2 'Except' 2-16: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 15-18: 20 SP No.2 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-4 2x8 SP 240OF 2.0E one side WEDGE Right: 20 SP No.3 REACTIONS. (Ib/size) 1=2079/Mechanical, 10=2093/0.4.0 Max Horz 1=-288(LC 8) Max Uplittl=-423(LC 10), 10— 489(LC 10) 6x10 = CSI. DEFL. In hoc) I/defl Ud PLATES GRIP TC 0.81 Ven(LL) -0.3314-15 999 240 MT20 244/190 BC 0.69 Ven(TL) -0.8514-15 720 160 WB 0.83 HOrz(TL) 0.29 10 n/a Ida Matrix-S) Weight: 421 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-18. 6-14. 7.14, 8-14, 5-15 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-29— 3325/1293, 5.29=-3325/1293, 56=-3656/1444, 6-7— 2530/1096, 7-8=-2530/1096, 8.9— 3171/1254, 9-10=-3680/1328, 1.2=-1022/365, 2-3=-4899/1689, 3-2e= 3857/1382, 4-28=-3711 /1394 BOT CHORD 2-19— 1416/4677, 18-19— 1416/4677, 15-30=-855/3144, 30-31=-8556144, 14-31=-855/3144, 14-32=-760/2751, 32-33=-760/2751, 13-33=-760/2751, 12.13_ 1007/3181. 10-12= 1006/3183 WEBS 3.19=0/352, 3.18=-1329/541, 6.14=-1318/596, 7.14=646/1755, 8-14=-928/457, 8-13=-110/550, 9-13_ 563/311, 9.12=0/272, 5-15=-1661/623, 6-15=-297/1100, 4-18=-433/1425, 15-18=-949/3486 NOTES- 1) Attached 15.3.14 scab 1 to 4, back face(s) 2x8 SP 240OF 2.0E with 2 row(s) of 1 Od (0.131'x3') nails spaced 9' o.c.except : starting at 1-3-1 from end at joint 1, nail 2 row(s) at 2' o.c. for 3.0.5. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=30ft; 8=45ft; L=51ft; eave=611; Cat. 11; Exp B; Encl., GCpl=0.IS: MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=423. 10=489. Q WARNING • Varlry dedgn parametara and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M67473 rev. 106Y20IS BEFORE USE DLslgn valkl to use only with Milek®conreClos. Ms design Is tined only upon 1xrameters shown. and Is lot an indMdual IwlcifnU component, not a tims systet n. Fleloro too. Iho txdlc" doslgnxx fitust verity the ae3l)IIect 11ty of dosign Ixramoters and Ixolmly kwotporalu BUS dosign into lho overall hxedblg design. Bracing 6Wlcaled Is to prevent bucMirtd or IndlVkluoi truss web and/or chord members orgy. Addlio d temporary and permanent txocthg M iTek' h always totpdted lot skdAlty and to prevent aerie Win lxnslAe personal "cod prolxltty danapo. I- gonerd guktmce togadng the kttxk;atlon, storage, cfellvory, etocIlon and batcing or tames and trim systems seeANSI/rPl I Quality CAtaAa, OSS-89 and BCSI Building Component 6004 Parka East Blvd. Safely Information avalloltlo bon Inm Rate thstll te. 218 N. too Street. Sllte 312. Alexandria. VA 22314. Tampa, FL 33610 Job T runs Truss Type oty ply T11506751 739803 A6 ROOF SPECIAL 2 t Job Reference (optional) American Butrdets supply, W mter naven, FL SJasu t -w ..y,.... ....._.__ __.. . _v_ 10:P?I?ORARNIPrxlpt7tu9w5zIESO-dinsvXAwdhaLSuBalapO;mYgip?94NGzIW2V W z 175N NOTES- 9) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO - Verlry dedgn parameters and READ NOTES ON THIS AND WCLUDEO MMK REFERANCE PAGE 619.747E rov. IQN MIS BEFORE USE OosIM Valid log tree only wlm MI lek®CoruxtCtots. M design Is based only upon paraf nelers a town. and Is lot an hdtAd al txldln0 component, not a Inns system. Before use. the bulldng dosignxx must verify the of4AICc"lIy of ciesIgn putometers and ixopwly Morpofale this design Into the ovetati tx/dng doslon. aochg IrWkated Is to prevent bucldbV of Rxmriduai hiss web aril/of Chofd members only. Adcellonai lempofcay aril permanent brae-Ing M iTek' Is always ioc"ed foe datAtty and to pfovont collalxo wllh passible penond"aril txopony damage. For Oonefal Guidance re0ordng the fabrication. storage, dollvery. erection atxf txcselrq of tnssos erxl Was systems, soeANSI/TPI I Quallty Criteria, DSO-89 and SCSI BuIlding Component Park* 8904 Parks East Blvd. Safety Information available Rom fruss Plate Institute. 218 N. too Street. Sullo 312. Alexarldrla. VA 22314. Ta 33610nOa Job russ I russ I ype ty T,1606762 739803 A7 ROOF SPECIAL 2 t Job Reference(optional) American Builders Supply, winter Haven. FL 33880 7.640 s Apr Ill 2016 mu sk Industries. Inc. ri jur, W 1CAPAU go I I D:P?I?ORARNiPrxtpt7fu9w5zlESO-a5ucKDBA9lg3rBK2P?ru2XruN WTKdVZRz?9a0z 175L 1t-,s4 ,„ 4. ,a4,2 2r-ao as4-0 soP400 •0a e24a7.8.4 7•10o Ias,s s2-a04o Sx6 = 6. 00 FIT 3x6 11 2x4 11 17 16 15 31 14 32 13 6k 10 = 8X = 2x4 II 7x10 = 71dl = 76 = 2x4 11 3,16 I I 7x 14 MT20HS = 2x4 I I 2.40 2 4e , ss4 2, s 4 27ao s4o 4t a ,s s,00 1 2-0- s • ,d•oe • sa,z aaa ean2 7•,a-0 e•6-,s a2-, LOADING(psf) SPACING- 2.0-0 TCLL 20. 0 Plate Grip DOL 1.25 TCDL 10. 0 Lumber DOL 1.25 BCLL 0. 0 ' Rep Stress Incr YES BCDL 10. 0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4: 2x8 SP 240OF 2.0E BOT CHORD 2x6 SP N0.2 'Except' 2-18: 2x6 SP 240OF 2.0E WEBS 2x4 SP N0.3 *Except' 16-18: 20 SP N0.2 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1.4 2x8 SP 240OF 2.0E one side WEDGE Right: 20 SP No.3 REACTIONS. (lb/ size) 1=2061/Meehanical, 11=2087/0-4-0 Max Horz 1-288(LC 8) Max Upliltl=- 434(LC 10), 11=-492(LC 10) Scale - 1 107.1 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TC 0. 81 Vert(LL)-0.4215-16 >999 240 MT20 244/190 BC 0. 83 Ven(TL) -1.0415-16 >589 ISO MT20HS 187/143 WB 0. 84 Horz(TL) 0.29 11 We n/a Matdx-S) Weight: 408 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15, 8-15, 9-15, 6.16 FORCES. Qb) - Max CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 4-5=-3729/1437, "-3714/1433, 6.7-4070/1605, 7.8=-2521/1102, 8-9-2521/1102, 9-10=- 3156/1264, 10-11=-3668/1336, 1-2-1025/370, 2-3-4833/1707, 3-28=-3936/1460, 4-28=- 3857/1468 BOT CHORD 2-19=-1426/4659, 18-19=-1426/4659, 16-29-876/3144, 29-30=-876/3144, 15-30=- 876/3144, 15-31=-769/2737, 31-32=-769/2737, 14-32=-769/2737, 13.14- 1014/3170, 11-13=-1013/3172 WEBS 3- 19=0/322, 3.18=-1202/472, 16-18=-1106/3942, 7-15=-1268/619, 8.15=-652/1773, 9-15=- 911/462, 9-14=-115/531, 10-14=-566/309, 10-13--W279, 6-16= 2099/865, 7-16=- 430/1402, 4-18=-551/1559 NOTES- 1) Attached 13-1-0 scab 1 to 4, back face(s) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131'x3') nails spaced 9' o.c.except : starting at 1-3- 1 from end at joint 1, nail 2 row(s) at 2- o.c. for 3-0.5. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=30ft; B=4511; L=5111; eave=611; Cat. 11; Exp B; Encl., GCpl=0.18: MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 1=434, 11=492. Q WARNWO • Verlry design parsmeters and READ NOTES ON THIS AND INCLUDED AfrrEK REFERANCE PAGE NQ7473 rev. I041 MIS BEFORE USE. Design vdkJ for use only win Mlielb® connectors ibis design b based only uryx, prsametets Mown. and Is got an lr dlvid ual b l li g Component. riot a truss system. Solaro uso, the building designer must vedty the apolcabllty, of design Ixnanolen and pfopedy Incotpotato Ihh design Into the overall btialrng design Bracing Indicated is to Ixovent buckling of Individual truss web and/or chord members only. Addtional lemporary and Ibrmcnent broCfrng MOW Is always tocµtrod for stability and to Ixovonl collapse with possbxe personal "By and Ixopeny damage. For general guidance tegardhle tiro fabrication, storage• dellvery, creclion and bracing of trusses and tans systems so"NSI/TPI I Quallty Criteria, OSB-89 and SCSI Building Component 6904 Parks East Blvd. Safety Information avalkixo from truss Plate Institute. 218 N. Leo Street. Stile 312. Alexandria. VA 22314 Tanpa. FL 33610 Job russ I russ I ype Oty ply Tt1506762 739803 A7 ROOF SPECIAL 2 1 Job Reference (Optional) Amenoan tsuraere 4UPPry. winter maven. rL a W 10:P?I?ORARNrPrxtpt7fugw5zIESO-aSucKOBA91g3iBK2P?ru2XruNwTKdzftRz?gaOz 175L NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1h" gypsum sheetrock be applied directly to the bottom chord. Q "RNWG - Verlry deefpn parametan and READ "M GN MIS AND WCLUDED WFEK REFERANCE PAGE MD7477 rev. rd02201S BEFORE USE De3lgt vulld lot use only vdlh kdiok® connectors. this dedM is tx nW orgy urm lxxometers:mown. and IS for an kntAvIducl bukdOng component. not a ktrc system. lefere we. Iho tx/lding designer must velly, the dq)tglcabOty of design patamoters and ptoporly kncorpxato this deslan Into Iho ovora8 btUdhU deslUn. machg Incllcatod Is to fxovent txtcIdIng of I ncRvIdtrm Intss wob and/or chord mombers only. ACINllonal temporary and permanent Lvockng M iTe k" Is always tegt/rod lot slabllty and to prevent collapso wllh posslAe, personal kytey and Ixopeny damage. For gonorol gtklance tegardng the Iabrlcatbn. slotago. dollvery. mmt octloncnclbckngof fames anal Innsystems.s tems. seeANSVMl I Quality Criteria. OSS49 and SCSI Sullalng Component 6904 Parke East Blvd. Safety IMormatlon available from Irtm Plate Institute. 218 N. Lee Skool. Sule 312. AleKdndla. VA 22314. Tampa. fL 33610 p fuss Truss I ype Y Tt1506'753 739803 A8 Root, SWIM 2j' jry I l Job Reference (optional) Amefican auddens 5upply. wun rmaven. rL ZFJtl .mcLaur .,.... .. o.v Z, ....--........ ..__.. ..,..r__._.._. _.. ..—'_____ ----- --- ID:P?I10RARNIPrxtpi7fWvw5zIE5O-utSkFpMFfpOI BubaS35LkrvnSnKu2J5n 1 iK001z 14e? 0 9.2.1 15 8.0 23.6.0 31.4.1 37.6.12 41.6.12 45.7.15 51.0.0 0• 9.2.1 6.5.15 7.10.0 7.10.1 6.2.11 4.0.0 4.1.3 5.4-1 Scale - 1:87.9 5x6 = Sxa = 2x4 II 7x6 = 7x6 = 4x4 = 6x6 = US = 51 — LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.78 BC 0.85 WB 0.87 Matrix-S) DEFL. Ven(LL) Ven(TL) Horz(TL) In poc) Well L/d 0.31 11-13 >999 240 0.82 11.13 >746 180 0.22 10 n/a Na PLATES GRIP MT20 244/190 Weight: 331 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 4.14. 5-14, 6.146 7-13, 7.11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=2039/Machanical, 2=2101/0.4.0 Max Horz 2=287(LC 9) Max Uplift 10-447(LC 10), 2=-495(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 3704/1341, 3-4=-3190/1275, 4.5=-2540/1119, 5-6-2542/1121, 6.7=-3519/1379, 7-8=-3182/1227,8-9=-3556/1309,9-10-3800/1407 BOT CHORD 2-16=-1061/3303, 15-16— 1062/3301, 15-23-817r2874.23-24=-817t2874, 14-24=-817/2874, 14.25-926/3091, 13-25— 926/3091, 12-13=-1342/4003, 11-12-1342/4003, 10-11=-1170/3310 WEBS 3-16=0/264, 3-15=-555/308, 4-15=-106/571, 4.14=-947/453, 5-14=-671/1738, 6.14=-1389/609, 6.13=-233/993, 7-13=-1171/534, 7.11-1347/572, 8.11=•426/1309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf-, BCDL=6.Opsf: h=30ft; 6=45ft; L=51I1; eave=6fl; Cat. II; Exp 8: Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 Ib uplift at Joint 10 and 495 lb uplift at Joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING - Vedy dadgn pmaRerae and READ NOTES ON THIS AND INCLUDED MIMK REFERANCE PAGE MD7473 Mv. 1603MIS BEFORE USE Design vdkl for use oNy with Mllels® connoetors. iris design is based only ur»n Mornelers shown, aril Is tot on hdlviclual building component, nor a inas systern. Before use. the btfildng designer mtat vedty the 01NAICNI1Iry of design Iota nolors and prorptly hcorFwrote this design Into the ovetdl Additional lemporary and btc ckv MiTek' building design. aackV InWkated Is to prevent txfetdktg of Individual Muss web and/of chord membets only permanent Is always rect llocl lot stoutly end to prevent collapse with possible Ierson>d trtr.ry and properly damago For gonorot guidance legardng Me fcrixkalim slologe, wivery. election andlxockV of musses cxtcl Intl syslaso0ANSI/T14I Quality criteria, OSS-89 and SCSI Building Component rk 6904 ParkerkEastBlvd.ns. Safety IntormaBonovditmie notn In= Hato Institute. 218 N. Lao Street. Sulto 312. Alexandria. VA 22314. To 3st0 Tampa. Job n russ Truss I ype uty Fly Ttt5067547J.bR.f.,.nce739603ASRootSpecial2t optional) I 1 Fd J— 14.18 412017 Pa 9 1 American Builders Supply, winter Haven. FL 33880. fAtLeln Run: 7.640 a Nov 10 2015 Print: 7 640 a Apt 22 2016 — ak Irdustt es, M. uS I D: P?I?ORARNiPrxtpt7fu9w5zIE50-I RgttgO7xkot2MK98C12MTXIU?OxFgzDjd2gc2z 14dy 1. 0 9 2.1 15•S 0 23 6 0 31.4-1 39.6.12 44.11.8 50.0.12 5 •0 0 1. 0- 9.2.1 6.5.15 7.10.0 7.10.1 &2-it 5.4-12 5.1.4 0.11.4 Scale - 1:88.5 Sx6 = 16 17 " CO 16 ` 15 " 13 12 11 Sx8 = 20 II 7x6 = LOADING ( psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 1- 3,6.7: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 20SPNo.3'Except' 7- 12,9-12: 20 SP N0.2 REACTIONS. ( Ib/size) 2=2095/0.4-0, 11=2034/Mechanical Max Herz 2=248(LC 9) Max Uplift 2=-489(LC 10), 11= 451(LC 10) 7xe = 4x4 = 6x6 = 2x4 II 7x10 = CSI. DEFL. in poc) Vdefl L/d PLATES GRIP TC 0.79 Verl(LL) 0.2913.15 >999 240 MT20 2441190 BC 0.77 Ven(TL) 0.7613-15 >800 180 MT20HS 187/143 WB 0.86 Horz(TL) 0.21 11 We We Matrix- S) Weight: 348lb FT = 20% BRACING - TOP CHORD Structural wood Sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at mldpt 4-16, 5.16, 6-16, 7.12, 7-15 FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3692/1321, 3.4-3177/1254, 4-5=-2527/1097, 5.6— 2534/1103, 6-7=-3534/1329, 7. 8-2676/957, 8.9=-2676/957 BOT CHORD 2.18=-1207/3272, 17-18— 1208/3270, 17-22=-964/2844, 22.23=-964/2844, 16- 23=-964/2844, 16.24-1064/3077, 15-24— 1064/3077. 14-15-1605/4487. 13. 14-1605/4487, 12-13=-1602/4491, 11.12=-154/413 WEBS 3-18=0/265, 3.17=-556/308, 4-17=-107/570, 4.16-948/456, 5.16=-664/1739, 6- 16=-1376/599, 7-13=0/263, 7-12=-2261/828, 8-12-325/190, 9-12-995/2878, 6. 15=-167/915. 7-15=- 15701602, 9-11 =- 19741765 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7. 10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl: h=3011; B=45111; L=51fl; eave=6ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Refer to girder( s) for truss to truss connections. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 451 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING. Vedly dedgn parameter and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE M -74" Mv. I&VW01S BEFORE USE Mt Dc-dUn vaild lotuseonlyw101Mliek®conrwctors [his desW Is based orgy upon iwtameters Mown. and Is tot an Individual buldlryd component. not a buss system. Before use. the lxAdlrlg designer must verify the apftilcattllty of desltyt pxxameters and ixop edy Incot orato this design Into the ovoiall Ixadlrlq design. bating Indkated Is to prevent 1xrcMing of frldlvkkxs miss web and/or crtdld members only. AdUllonal lempolary and permanent Ixactng MOW Is always rec"red for stability and to prevent collapse wilh possible personal "and property damage. rot aerwtrb glldamce regaling Ow labrlcafktn, slorctgo, delivory. election anti tMackmg of n mm anal truss systems. seeANSVIPI I Cuallty, Criteria. D$8.89 and SCSI 6uildlnp Component 6904 Parka East Blvd. Safety Int Nan avallatxe aom truss Plato Institute, 218 N. Leo Shoot. Smdte 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type Qty ply Tt1506755 739803 at Common 2 1 Job Reference(optional) American Builders Supply. Winter Haven. FL 33880 7.640 6 Api ,. a..,.+,.,,,.. ,,,..,..•,+ I D:P?I?ORARNiPrxlpt7fu9w5zl ESO-_gafyEE3RDCd2t3d47ObtATRn4UEgNc?7xDpAiz 1751 1-0 9.2.1 15.7.2 23.6-0 31.4.14 37.9.15 47-0-0 1-0 8.2.1 6.5.1 7.10.14 7.10.14 6 S 1 9-2.1 Seale = 1:83.8 5x6 = 1qq 11 25 16 15 14 " 13 12 5x6 11 Sx8 11 20 11 5x6 = 3x8 = Sx6 = 2x4 If LOADING (pst) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP N0.2'Except' 1.4,8-11: 20 SP M 30 BOT CHORD 2x4 SP M 30'Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0, Right 20 SP N0.3 2-0-0 REACTIONS. (Ib/slze) 2=1940/0.4.0.10=1940/04-0 Max Horz 2=-284 (LC 8) Max Uplift2_ 460(LC 10), 10=-460(LC 10) Max Grav2=1967(LC 15). 10=1967(LC 16) CSI. DEFL. in Qoc) Well Ud PLATES GRIP TC 0.67 Ven(LL) 0.2914-15 >999 240 MT20 244/190 8C 0.88 Ven(fL) 0.7014-15 >805 180 WB 0.70 Horz(rL) 0.22 10 We rn/a Malrix-S) Weight: 268 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpi 6-14. 7-14, 5-14 FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/41, 3-4-3350/1213, 4-5=-2858/1147, 5.6= 2193/993, 6-7=-2193/993, 7.8=-2858/1147, 8.9-3350/1213, 9-10=-1194/41 BOT CHORD 2-25-90313102. 16.25-903/3102, 15-16-904/3099, 15-26-667/2650, 14-26=-6672650, 14.27=- 6672477, 13.27=-6672477, 12-13=-9042886, 12.28-903/2889, 10-28- 903/2889 WEBS 6. 14=-550/1483, 7-14=-980/452, 7-13=-103/594, 8-13-566/302, 8.12=0277, 5-14=- 980/452, 5-15-103(594, 4-15=565/302, 4.16=0277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=30ft; B=45It; L=471t: eave=6f1; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=460. 10=460. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Vorlly dadpn parameters and READ NOTES ON THIS ANO INCLUDED 1WrEK REFERANCE PAGE M1t•7473 ray. I"3ftfS BEFORE USE Design valid lot use orgy Win Milek®ConnoClors. Inds deslon is based ordy upon lxranalers stno v», and Is lot an individual buldlrng canponenl. not a tam system. Before use, the IxBdtrtg designer mast vedty the c4Kxlcatlllty of design paraneters and Wonedy hlcorlwtolo Ihh design Into the ovetall txHding design. Bating fixWoled is to prevent bttcktktg of individual tam web and/or chord members orgy Additional lempotary and petmatenl bracing M iTek' is always feed for stability and to revent collapse with pos dAe personal Initry and prolxlny damago. for ge"ol guidance regarding the Ic"Icalion. slaage. delivery, efocllon and t3tackng of tames and truss systems. sooANSI/rPl1 Quality Cdtefla. DS649 and SCSI Building Component 6904 Parka East Blvd. Safety Information ovallabte Itom Russ Plate Instlfute. 218 H. too Street. Salto 312. Alexandria, VA 22314. Tempe. FL 33610 Job Tfuss I fuss I ype oty ply Tf1506756 739803 82 IROOFSPECIAL 8 1 Job Reference Lionel Amencan 6Wlaere avppy, yr mler seven, _ 10:P1110RARNtPrx1pt71ufu 9w5z5zIE50•SsB79aEhCXKUApegerwgCNlYb7rfnZp 18MbzNjgj9z 175H 0- 2-0-0 8.10-0 123-0 15.7.1 23.6-0 31.4.14 37.9.15 47-0-0 -0 0 2.8 5 4.7-15 5 5.1 3-4.7 7-10.15 7.10 14 6 5 1 &2.1 -0 Sx6 = 600r Scale a 1:92.3 1 4x10 i 3x6 7 9 2x4 11 3x6 , g Sx6 34 i 5 10 4 3x6 3 11 12 1 419 19 a2120 18 17 29 16 30 - 10x14 MT20HS ::: 5x8 = 6x6 = 3x9 = 6x,0 b.05 12 4x6 2x4 II Sx6 = 2x4 II 4x6 II LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 1-7-2 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CST. TC 0.90 BC 0.99 WB 0.75 Matrix-S) DEFL. Ven(LL) Ven(rL) Horz(TL) in (loc) Well Ud 0.31 16-17 >999 240 0.80 16-17 >706 180 0.40 12 rVa rVa PLATES MT20 MT20HS Weight: 294 lb GRIP 244/190 187/143 FT = 211 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid telling directly applied. 19-21: 2x4 SP M 30. 2-21: 2x6 SP 240OF 2.0E WEBS 1 Row at midpi 7-17, 7.16, 8-16, 9-16 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2.0-0 REACTIONS. (Ib/size) 12=1545/0-3-8, 2=1544/0-4-0 Max Horz2=227(LC 9) Max Uplittl2=-367(LC 10), 2=-367(LC 10) Max Grav 12=1557(LC 16), 2=1544(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 2501 or less except when shown. TOP CHORD 2-3=-5409/1832, 3-4=-3637/1304, 4-5=-2838/1069, 5-6=-2778/1078, 6-7 2789/1147, 7-8=-1733(791, 8-9=-1734f792, 9-10— 22561916. 10.11=-2650/968, 11.12=-912/3 BOT CHORD 20.21-1483/4667, 19.20-1054/3417, 17-29=-532/2073, 16-29=-532t2O73, 16-30-532/1954, 15-30=-532/1954, 14-15-722/2282, 14.31-721/2284, 12-31-721/2284, 2-21=-157815012 WEBS 4-20=-60/438, 4-19=-896/365, 17.19— 538/2117. 7-19=-474/1288, 7-17-476/221, 7- 16=-753/360, 8.16-436/1159, 9.16-780/361, 9-15=-84/474, 10.15=-454/242, 3- 21=-318/1184, 3-20-1272/436 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) W Ind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opst; h=301C 8=45tt; L=471t; eave=6lt; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = I O.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jiI 12=367, 2= 367. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING . Ved/y doWgn parameter and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE MD•74TJ rev. IM3,20IS BEFORE USE Design valld for use only vA01 MlleM comectots. Ms design Is Lased only upon paramelets shown. and Is lot on trxfN4dual txAdlrld component• not o 0ua system. 9eloto Lae. the bLMr* designer rust verily, the aplxlca bully of design padxnetem and ptopedy hcorpaato Ms design into the overall buAding design. &acing Indkatod Is to Ixovent bucaing of IndliI truss web and/a chord membets only. Additional lomlwfory and pennanont biock g Welk' Is always toquired lot stability and to Ixevent collapse wllh possible personal I np+y and Ixoporty, damage. For general guidance regarding the Iatxk;< 11bn. slotago, dellvety. orectlon <xxt txackng of trusses and Irua systems. SWANSI I I Quality Criteria, 058.89 and SCSI Wilding Component 6904 Patke East Blvd. Safety IMo lion avaltable horn Truss Plate Institute. 218 N Leo SVee1. Sulto 312. Alexandrlu. VA 22314. Tempe. FL 33610 Job Truss Truss Type ly 67Trr5057 739803 83 Root Special e t Job Reference tfonal c.• , . on c n,s o..,. American Budde($ 5uPPly. W iater Maven, t•L J3aW ...__ ..y......_._ ..... _.. ...--_...-_. ...-. - --- -- - - -- -- -- - - - ID:P?I?ORARNiPrxtpt71u9w5zIE50•v/JNNwFJzgSLoz00CYR3kaYk9X7?IGGIaEiwFcz 175G 1 2-a•0 6•,0-0 12.3-0 15.7.1 23-6-0 31.4.14 37.9.15 47-0.0 t 2-a-0 4.1.15 5.5.1 3.4.1 7.10-15 7-10.14 6.5 1 9-2.1 Scale . 1:90.0 Sx6 = 121 o 1004 MT20HS % 17 16 15 ro 14 13 w i 4x6 5x6 = 6x6 = 10 = Sx6 = 2x4 6xIG II 4x6 II 2x4 II5.05 rl2 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 1-7.2 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.87 BC 0.99 WB 0.75 Matrix-S) DEFL. in poc) Well Ud Vett(LL) -0.31 15-16 >999 240 Ven(rL) -0.80 15-16 >707 180 Horz(rL) 0.40 12 rVa We PLATES MT20 MT20HS Weight: 292 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 18-20: 2x4 SP M 30, 2-20: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 7-16, 7.15, 8-15, 9.15 WEBS 20 SP No.3 SLIDER Right 2x4 SP No.3 2-0-0 REACTIONS. (Ib/slze) 12=1497/Mechanical, 2=1545/0.4-0 Max Horz 2=225(LC 9) Max Uplift 1 2=-329(LC 10), 2=-368(LC 10) MaxGravl2=1514(LC 16).2=1545(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-5403(1876, 3-4=-3635/1319, 4-5=-2837/1077, 5.6=-2776/1086, 6-7=-2789/1155, 7-8=-1734/793,8-9=-1735/793,9-10=-2258/918,10-11=-2655/973,11.12=-932J43 BOT CHORD 19-20=-1549/4656, 18.19=-1099/3410, 16.28-565/2069, 15.28=-565/2069, 15-29— 566/1954, 14-29=-566/1954, 13.14=-759/2288, 13-30— 758/2291, 12-30=-75812291,2-20=-1651/5000 WEBS 4.19-65/437, 4-18=-895/372, 16-18=-572/2112, 7.18-488/1265, 7-16=-476/231, 7-15=-7531360, 8-15=-437/1159. 9-15=-781/362, 9-14=-86/475, 10-14=-458r246, 3-20-339/1181, 3.19=-1269/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; 0=45ft; L=47ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Ops1. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 12=329. 2=368 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNWO • verily dedgn peremetme and READ NOTES ON THIS AND WCLUDED WTEK REFERANCE PAGE NO.7473 rev. IdQY1016 BEFORE USE Design vaid let use only with Mltek® Conneclots. ibis design Is based only upon rrsamaters shown, and Is lot an indi AtAtal txdding component. Mt a truss system. Before use. the building deslgnet must vedty the cg4Alca1AIIy of dtalgn rxnorneters and papally Incapotate this design Into the ovetall truss orgy. Additional lemlwfary and pelt nanonl bracing WOWbuildingdesign. atacing Uttllcated is to prevent bucWing o1 Individual web and/a chord members Is always lectured fat stab011y and to Ixevent collgno wllh possible poisonal tyury and Ixoporly, domago. rot 9onotol guidance togadiflg the R011 :allon. storage, dollvery, erocllon acid bating of busses cxtcl Inns systems. seeANSI/TPI I Quality Cdtedo. DSB-69 and SCSI Wilding Component 6004 Pattie East Blvd. Safely Information available from truss Rate Institute. 218 N. too SOeel. SWIe 312. Alexanddo. VA 22314. Tanga. FL 33610 rusS Truss Type ary Ply T11S06759 739803 BS Roof Special 2 1 7 Jab Reference tronal 0 A 19 2016 MrT k IL (ties Inc Fn Jun 30 1130 54 2017 Pacer American Buildere Supply. Winter Haven. FL 33890 64 a pr e ID:P?I?0RARNIPrxtpt7fu9w5z1 E50.OFGtaGGxkBaCO6oCmGylHoSy 1wVC 1 gNSpuSTn2z 175F 0 8.2.1 15.7.2 23.6.0 31.5-0 37.8•S 40.1.10 45.1.10 47.0.0 0 t 2.1 6.5.1 7.10.14 7-114 636 2.55 5-0-0 1.106' Scale - 1:87.3 t 1 22 17 16 v 15 cY 14 13 12 2x4 II Sx6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 10.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 BCDL 10.0 Code FBC20141TP12007 Matrix-S) LUMBER - TOP CHORD 20 SP No.2 'Except' 1-4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except' 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.0-0 34 = Sx6 = DEFL. in poc) Udell Ud Vert(LL)-0.2815-16 >999 240 Ven(TL) -0.69 15-16 >812 180 HOrz(fL) 0.20 12 rVa rVa Sx10 = 6x6 = PLATES GRIP MT20 244/190 Weight: 288 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end venicals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6.15, 7.15 REACTIONS. (lb/size) 2=1935/0.4-0, 12=1874/Mechanical Max Horz 2=253(LC 9) Max Uplift2=-456(LC 10), 12=-414(LC 10) MaxGrav2=1955(LC 15), 12=1874(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/36, 3.4=-3326/1198, 4-5=-2834/1131, 5-6=-2166/977, 6-7— 2167/979, 7-8=-2792/1105,8-9=-3207/1187,9.10=-2803/1021 BOT CHORD 2-22— 1056/3051. 17-22— 1056I3051, 16-17— 1057/3048, 16-23— 819/2599, 15-23=-819/2599, 15-24-807/2427, 14-24=-807!2427, 13-14-1000/2768, 12-13=-307/833 WEBS 4-17=0/275, 4.16=-566/303, 5-16=-102/596, 5-15=-981/453, 6-15_ 541/1451, 7-15=-933/434, 7-14-53/524, 8.14=-444/246, 9-13=-1579/633, 10-13=-85M504, 10-12=-1962l749,8.13=-19t268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDLr6.Opsf; h=30f1; 0=451t; L=471t; eave=6ft; Cat. 11; Exp B; Encl., GCpi--0.IS; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will lit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except Qt=lb) 2=456. 12=414. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Vi" gypsum sheetrock be applied directly to the bottom chord. Q WARHWG • Vadly dodgn peramerent end READ NOTES ON THIS AND INCLUDED M MX REFERANCE PAGE NQ7Q3 mv. tae2MIS BEFORE USE Design velld for use only wilh MI Iek8 conreotoS. 11ds design is tXned oay upon paaneters shown. and Is to an InCIM xA tAddhg comr"wnl. not a Inra systern. Beloso too. the txIDdng designer runt verity the <glpeccd111ty of design par<xnoters and txoperly InPo coratethis design Into Ite ovetcdl LxYdng doslgn 0alchg Indicated Is to Ixevent txlckling of kKlh4 Rxd Inns web aril/or chord members only. Additional lernlxrary and permanent txocing is always roaplrod to stahelly aril to proven$ co9arxe with posslnle perso cd hlssy and txoporly damage. for general pnklance regmdhg ho M iTek' 6904 Parke East Blvd. ktXlColjon. ator<lge. dolwery, oectkxn =I txaeing or Irtmes and truss systems seeANSI/IPI I Quallty Criteria, OSB-89 and BCSI tlueding Component Safety IMormadan a ocnatxo from truss Rote Mslllule. 218 N. Lee Street. Srdle 312. Alexawrlo. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply T11SO67SO 739803 86 Roof Special 2 t Job Reference(optional) c en. i o.. American Builders Supply. Winter Maven. fL 33690 .. AV. ,. I D: P?I?ORARN iPrxtpt7fu9w5zl ESO-tRgFOc HZVSO I GNOJZTXq?d6bKrHm9fb2 YB 1 J Uz 175E 9.2.1 15.7.2 23t-0 21.4.15 3&a-12 43.8-12 4744 6.5-1 7-10.14 7-11-0 7.313 5-0-0 334 Scale a 1:85.9 Still = 21 16 t5 14 "' 13 12 11 Sx6 11 2x4 11 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2'Except' 1.4: 2x4 SP M 30 BOT CHORD 20 SP M 30 *Except' 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0 5X6 = 3xa = Sx6 = 4x6 = 6x8 = CSI. DEFL. In (hoc) I/dell Ud PLATES GRIP TC 0.68 Ven(LL)-0.2714-15 >999 240 MT20 244/190 BC 0.87 Ven(TL) -0.6814-15 >829 180 W B 0.82 Horz(TL) 0.20 11 n/a tVa Matrix-S) Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end venlcals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpi 5-14, 6-14. 7.14, 8-13, 9.11 REACTIONS. (Ib/size) 2=1935/0.4-0, 11=1874/Mechanical Max Horz2=253(LC 9) Max Uplift2=-456(LC 10). 11-414(LC 10) Max Grav2=1957(LC 15), 11=1874(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1192/36, 3-4=-3329/1196, 4-5=-2837/1130, 5.6=-2166/976, 6-7=-2169/980, 7.8=-2802/1096, 8.9=-2794/1058 BOT CHORD 2-21- 1055/3054, 16-21- 1055/3054, 15-16- 105613051. 15-22- 819/2601, 14-22=-819/2601, 14-23=-809/2422, 13-23=-809/2422, 12-13-1000/2836, 11.12=-439/1210 WEBS 4.16=0/276, 4 -1 5=-5661302, 5-15=-1031594. 5-14=-981/455. 6-14-549/1460, 7-14=-931/444, 7-13=-30/496. 8-13=-500/224. 8-12=-1317/605, 9-12-740/2162, 9-11=-20521773 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=3011; 8=451t; L=47ft; eave=6f1; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=456. 11=414. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING . Vadry datlQn parameters and READ NOTES ON THIS AND INCLUDED Nr7EK REFERANCE PAGE M9.7473 rev. I&M#2015 BEFORE USE Design va lld rot use only vAth Mllek®conneclors. Ms design is tamed only upon paiameters shown. and h fa an Indlvkktd bAtlklg component. n al a lit6E system. Before use, the txdlc9ng duslgnei must verity the appll1catAlly of design parameters and pxopoily Incotpaale this design Into the overall Additional temporary arW permanent bratClno M iTek' building design. Bracing indicated Is to prevent lxicldklg of Individual truss web and/or chard members only. Is always requited to stability and to revent collapso with posselle parsonal "jy and Ixopx+M damage. For general guidance regarding Ow talxlccltbn, staage, delivery, erection and,xatCM0 of 1rar53eS and Inns systems. seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parka East Blvd. Safery =motion available Iran truss Plate InstlMo. 218 N. Lee Stroet. Suite 312. Alexandra. VA 22314 Tampa. FL 33610 Job Truss Truss Type oty ply T11506760 732803 87 Root special 2 1 Job Reference(optional) n.ee en••r o.... i American ewaen soppy. winter maven, rt a arw 10:P?I?ORARNiPrxlpt7tu9w5zlESO-LeNe?yHBGIgwfOxbth_mMDAHIkAAVdtlGCxaswzI75D 4 15.7.2 236-0 31.4.15 36.8-12 418.12 474-0 0 9.2.1 6-5.1 7.10.14 7.10.15 5 3 13 5-0-0 5 3 4 Scale = 1:86.9 Sx6 = Qvi O.Wp1L 5x6 i 3x6 G 5 3x6 7 Sx8' Sx6 = 8 lV 4 4x6 10 0 3x6 i 3 N 1 2Qj 1O 21 16 15 22 14 23 13 24 25 12 11 Site II 2x4 II 5x6 = 3x8 = 6x6 = 010 = 3x6 II 9.2.1 15.7.2 23.6.0 31.4.15 36•e-12 41812 47-0-0 9-2-1 65.1 7.10-14 7.10 15 5.3.13 5-0-0 5 3.4 Plate Olfsets (X,Y}- 12:0.3-13 0-0-11.14:0-3-0.0.3-01.19:0-3-0.0.2-01.113:0.3-0.Edgel 115:0.3-0 0-3-01 LOADING (psi) SPACING- 2-0-0 CST. DEFL. In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.28 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Ven(TL) 0.74 12-13 >756 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(fL) 0.20 11 rVe We BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 286lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1.4: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 30 *Except' WEBS 1 Row at midpi 5-14, 6-14, 7-14, 8-12 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.0.0 REACTIONS. (Ib/slze) 2=1935/0-4-0, 11=1874/Mechanical Max Horz 2=253(LC 9) Max Uplift2=-456(LC 10). 11=-414(LC 10) Max Grav2=1977(LC 15), 11=1885(LC 16) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/35, 3-4=-3371/1195, 4.5=-2882/1128, 5.6=-2193/975, 6-7=-2201/976, 7.8=-2841/1100, 8.9=-1674/662, 9-10=-1900/675, 10-11=-1867/681 BOTCHORD 2-21— 1054/3091, 16-21— 1054/3091, 15-16— 1055/3088, 15-22-817/2641. 14-22=-817/2641, 14-23-797/2495, 13.23=-797/2495. 13-24-959/2731. 24.25=-959/2731, 12-25=-959/2731 WEBS 4.16=0274, 4-15=-562/303, 5-15=-102/599, 5-14=-984/451, 6.14-535/1481, 7-14=-987/423, 7-13=-57/596, 8-13=-386/234, 8.12=-1629/641, 9-12=-88/558, 10.12=-577/1848 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psf; h=30ft; 8=451t: L=471t; eave=6ft; Cat. II; Exp 8: Encl.. GCpl=0.18: MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=456, 11=414. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Verfry dadgrr parameters end REAO NOTES ON MIS AND INCLUDED M/!EN REPERANCE PAGE A07473 rev. IMM16 BEFORE USE Design vaild tot use onry vdth Miler con nectots M design Is rased oNy upon raAarneters shovel. and Is for an trwtvlwai Wlding canponent, not a mdng misssystem. Before use. the IxBdesigrlet murs must verify thear4ftatAltyofdesignWitameteandpxoperlyhcogoraloIht design into the overall only. AdAibral temporary and pemna nent Ixadng WOW txadkng design. BrockV IndicatodIstoIxevenlWeldingoffrioNdualfrtmweband/or chard members is always required let satAlty and to pxevonl collglse vAlh po%Uo personae e1Ny and Ixopxidy damago. For general guldo nco rogardkntl no aaleatlon storage. delivery; otectkxn and txackng of (nrssw and Truss systems. seeANSI/IPI I Quality Criteria, DSB-89 atW SCSI flubdlny Component 6904 Parke East Blvd. Safety INormatlon avaltabte Dorn Truss Rate institute. 216 N. Lee Street. Sulto 312. Alexandra. VA 22314 Tempa. FL 33610 o russ ruse Type ty T11606761 139803 CI Monopach 2 1 Job Reference (optional) uT.l. 4.A..e,•... In•. CA I..n'ln t f •zn Sf. 9A17 Pnew 1 AfMtlCan Bultaera a-IP9• winter rtaven, m i36W _._. I0:P?I90RARNiPrxlpt7(u9w5z1E50-LeNe?yHBGlgwfOxbtft_mMDAJNkF2VeRIGCxaswz 1750 1-0.007.9.2 14.0-0 22.2.0 0 7-9.2 6.2.14 &2-0 t 3x6 II 20 II Sx6 = 6x6 = Scale = 1:65.9 LOADING ( pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.55 BC 0.58 WB 0.60 Matrix- S) DEFL. in Ven( LL) -0.13 Ven( rL) -0.32 HOrz( TL) 0.04 loc) Well Ud 7- 8 >999 240 7. 8 >817 180 7 n/a Na PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS I Row at midpt 6.7, 5-7 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. ( lb/size) 7=879/0-4-0.2=942/0-4-0 Max Horz 2=446(LC 10) Max Uplift7- 304(LC 10), 2=-130(LC 10) Max Grav 7=965(LC 15).2=942(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/0, 3-4=-1232/198, 4.5=-832/91 BOT CHORD 2.9=-609/1161, 8.9=-610/1156, 8-14=-345l720, 7-14=-345l720 WEBS 4-9=0/259, 4-8- 536/323, 5-8=-79/561, 5-7=.968/465 NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.Opsf; h=301t; 8=45ft; L=40ft; eave=5lt; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCOL = IO.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=304, 2= 130. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Verify dedgn perimeters and READ NOTES ON PHIS AND INCLUDED MlrEK REFERANCE PAGE 4fa71n rev. SOWMIS BEFORE USF- Doslgn vdild for use only vAlh Mlek0 connectom fink design 0 bawd only ur on parameters Mown. and Is la an Individual txAding component. not a tlt=S System. 0010ro use. the building dealger must verity the W x)[11co llity of design pxnaneten cxxl plopariy incorl"ale this design Into the overall ' txAdrlp design, Bracing Indcaled to to prevent bucalfng of Individual buss web aril/or chord membon only. Additional temporary and permanent txoctng MOW b always rectuked for slab011y, and to prevent collapse wllh posslNe peisonal Way and property damage. For gonord gtldo nce regarding Me 6904 Parks East Blvd Iatx1colln. storage. delivery. aeclion and Ixacing of frumos and truss systems soeANSI/IPI I Quality Criteria. OSB-89 and BCSI Building Component Sarefy Intormatton avcM)le born buss Ptalo Institute. 218 N. Lee Stroh. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty ply T11506762 739803 C2 Hatt Hp 2 1 Job Reference tton0l in -Fe; jun 3n 11,3! •04 2017 Pa- f American Builders Supply. winter Maven. Fl. 339ea ,..,......,.....,,.,, _ . ID:P?I?ORARNiPrxlpt7fu9w5zlE50.6AsthhOONOrndf27LM7erwVhMy_wNGdw6St?8Tz 1755 1 0 7.9.1 14.0.0 22:.0 22 .0 o 7.9 1 6-2.15 64-0 a .0 Scale a 1:65.8 3VA II 9 8 r US II 2x4 II US = 6x6 - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.58 Ven(rL) -0.32 7-8 >817 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-S) Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6.7, 5-7 SLIDER Left 20 SP No.3 2.0.0 REACTIONS. (lb/size) 7=879/0-4-0, 2=94210-4.0 Max Horz2=446(LC 10) Max Uplift7=-304(1-10 10). 2- 130(LC 10) Max Grav7=965(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-630/0, 3.4- 1232/198, 4-5=-832/91 BOT CHORD 2.9=-609/1161, 8-9=-610/1156, 8-14=-345/720, 7-14- 345f720 WEBS 4-9=0/259, 4.8=-536/323, 5-8=-79/561, 5.7_ 968/465 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=3011; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp 8; Encl.. GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except 61=1b) 7=304, 2=130. 5) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Verily dedyn panmeton and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. Id0MIS BEFORE USE. Desigin vaild far use only vAth Mllek® conneClofs. Inls desks is biased only upon rxsaneters shown. and Is lot an Individual Wilding component, clot a truss systern. Before tee. the "ding designer must verily the aloicabllly of design paaneten and properly Incogwrole Bah design Into the =." b ulldhp design. Bating indicated Is to pievenl txtckling of IrdNkkal truss wet) and/or chord meiribm only. Additional lemporay and permanent bracing Is always fecpBed pot stability ad to proven) collapse with possible powxl"and Iroplariy damage. rot general guidance rogading Brie MiTek' IablCaflon . storage, dellvety, election and bracing of f mos and tarn systems. seeANSIM I Quality Criteria, OSS-89 and SCSI Building Component Satefy Inlorration available from truss Ptah Institute. 218 N. Lee Street. SWIG 312, Nexadda. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss runs Type oty Fly Tt1506763 739803 C3 Hall HipI 2 1 Job Reference (optional) American aumers 4uPp9• O aner Haven. rL.i.)oov......r..___._.._.__...___.._. ..._. ...__.. .. 10:P?I?ORARNiPrxtpt7fu9w5zlESO-wKEwxkS_z3bxLaOHidE2xAIlBN1 Hn_boUOKKL6z1757 1-0 7.9.1 14-0.0 21.0-0 2.2 7.9.1 6.2.15 7-0-0 1.2-0 4x6 = 2x4 II Scale = 1:64.9 6 7 US 11 2x4 11 Sx6 = 7xe = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 0.40 BC 0.59 WB 0.62 Matrix-S) DEFL. in Ven(LL) -0.12 Ven(TL) -0.32 Horz(TL) 0.04 poc) Well Ud 8-9 >999 240 8-9 >826 180 8 rVe We PLATES GRIP MT20 244/190 Weight: 149 lb FT = 2045 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8. 5-8 SLIDER Left 2x4 SP No.3 2.0-0 REACTIONS. (lb/size) 8=879/0-4.0, 2=942/0.4-0 Max Horz 2=427(LC 10) Max Uplift8=-294(LC 10), 2_ 140(LC 10) Max Grav8=953(LC 15). 2=942(LC 1) FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-635/0, 3-4=-1237/227, 4-5=-831/114 BOT CHORD 2-10- 611/1164, 9-10=-612/1161, 9.15=-335l708, 8.15=-3351708 WEBS 4.10= 0/25e. 4.9=-553/336, 5-9=-90/570, 6-8=-333/311, 5.8=-922/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vul1=140mph (&second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=301t; 13=45111; L=4011; eave=511; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exlerfor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 (all by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=294. 2=140. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and /4" gypsum sheetrock be applied directly to the bottom chord. O WARNWO - Verify deslyn parametas and READ NOTES ON THIS AND WCLUDED M/rEK REFERANCE PAGE 010.7tl3 rev. 944UMIS BEFORE USE Design valid la use only vAth MI Iek® conneclats. 1Ms design Is based only upon patarneters snowM and Is for an IndlvkAKl tAAding component. not a hum syster n Below rise. Ile IxmdIng designee must voAly the ap llcalAIN of design lxnamelefs and pfopedy Incorpoato 1nls design Into the ovefall txmding design. Bracing indicated is to lxevent Ixfcklbng of Individual Inns web artd/or chord memlxxs only. A[kBtlorel totnpotary and permanent ixocing MiTek' Is always roarmed for sta Ally and to lxevent collapse wllh posRsle personal k"y and Ixopedy damage. rid genofal guidance fogmdhg the kmrlcatlm storago. delivery, afaction and bracing of Iflmes and Irtm solems. seoAN51/rP1I Qualify Crileda, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMonnallon available born kuss Wale Insillute. 218 N. Lee Street. Sudle 312. Alexancifta. VA 22314. Tanga. FL 33610 Job Truns Truss Type 0 b T7t506764 732803 C. HelHip 2 1 Job Reference (optional) nmerrcan surwere oWPry• —01 • •tpt-- d- r% - 4--------• - k -- -- - - - - - IO:P?I?ORARNiPrxtpt7fu9w5zIE50•PW nJ94TckMloykbTFKIHTNIvynMYW Rnryj23tt1Zz 175_ 14• 7.9.2 14-0-0 20-0-0 22.2.0 1- 0 7.9.2 6.2.14 6-0-0 2.2-0 II 4x4 = 20 11 Scale = 1.62.1 7y e 34 II 2x4 11 Sx6 = lxe LOADING ( psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.40 BC 0.58 WS 0.61 Matrix- S) DEFL. in Verl( LL) -0.12 Verl( TL) -0.32 Horz( TL) 0.04 loc) Well Ud 8- 9 >999 240 8- 9 >829 180 8 n/a We PLATES GRIP MT20 244/190 Weight: 147lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 7-8.6-8, 5.8 SLIDER Lett 2x4 SP No.3 2.0.0 REACTIONS. ( lb/size) 8=879/0-4-0, 2=942/0.4-0 Max Horz 2=408(LC 10) Max Uplilt8_ 285(LC 10), 2=-149(LC 10) Max Grav8=944(LC 15), 2=942(LC 1) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-637/0, 3-4=-1240/252, 4-5=-831/136 BOT CHORD 2-10=-609/1165, 9-10=-610/1161, 9.15=-328/702, 8-15=-328l702 WEBS 4-10=0/258, 4.9=-562/342, 5.9_ 94/575, 5-8=-895/399 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=301t: B=4511; L=4011; eave=511; Cat. II; Exp 8: Encl., GCpl=0.18; MWFRS (directional) and C-C Exledor(2) zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=285, 2= 149. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and A" gypsum sheetrock be applied directly to the bottom chord. O WARNWO • Verity design peramsfan and READ NOTES ON THIS AND INCLUDED Ae7EK REFERANCE PACE Ma74TJ rev. 1001MIS BEFORE USE Design vald lot use only Win MI Iek® connectors. lhh design is based orgy upon laxameters brown, and is for an Individual building component. not a litrss system. Before use. the building designer mtst verity the applicability of deslgt paameters and lxoperty incorporate this design Inlo the overall only. Additional temporary and permanent txacI ng M iTek' bandingdesign. Bating fi dicated Is to provont btrcking of individual Inns web and/or chord mombers S always recidied for stability and to provont collgno w11h possible personal k#iry and txoperty damage. For general guidance regarding the storage. < folvery. erection and bracing of Kisses and tnrss systems. soeANSVtPI1 Quoilty CritefW. OS$-89 and $CSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. Lee Slioet. Suite 312. Alexandria. VA 22314. Tanpa. FL 33610 russ TrUSS Type ty ply 71150676S 739803 CS Hall Hip 2 1 Job Reference(optional) 1 F J 30 11 31 12 2017 Pa 1 Ame&an BUMS#$ Supply. Winter Haven, FL 33880 7.&10 s Apr t9 2016 --- e- Industries. nc ri un ps ID:P?I?ORARNrPrxtpt7fu9w5zlE50•tiLhMOUEVgrfatAgp2HWObg2NBk7Fvt5yOOP?zi 74z r11.7.7 19-0.0 22.2-0 . 11000 5.9.2 2.1 0 6 33: 7.4.9 3. 2-0 ' it 5x8 = 2x4 11 Scale = 1:60.4 7 e 4x4 If 40 = 20 11 2x4 If 3x4 = Sx6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.55 BC 0.50 WB 0.57 Matrix-S) DEFL in (loc) Udell L/d Vert(LL) -0.13 10-11 >999 240 Vert(TL) -0.36 10-11 >728 180 Horz(TL) 0.12 9 rVa rt/a PLATES GRIP MT20 244/190 Weight: 178lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigfd ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row at midpt 8.9, 7-12, 7-9 SLIDER Lett 2x4 SP No.3 2-0.0 REACTIONS. (tb/size) 9=878/0-4-0, 2=941/0.4.0 Max Harz 2=389(LC 10) Max Uplift9=-277(LC 10). 2=-159(LC 10) FORCES. (lb) - Max. Comp/Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-514/0.3-4=-1366/302, 4-5=-2054/766, 5-6=-1343/459, 6-7=-1445/652 BOT CHORD 2-15=-652/1173, 12.13=-962/1807, 9-10=-124/260 WEBS 5-13= 369/736,6.12- 400/363,4-15=-827/545,13-15=-834/1491,4-13=-313/656. 5-12=-785/398, 7-12=-778/1379, 7-10=0/257, 7-9=-886/423 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=40ft: eave=5lt; Cat. 11; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upllll at joint(s) except Qt=lb) 9=277, 2=159. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING . Vartly dedpn pammetem and READ NOTES ON rmS AND INCLUDED AMK REFERANCE PAGE N67479 rev. 1402/2016 BEFORE USE Design valid Nor use orgy vAm 410k9 connuckxs. n* design b based only upon parameters shown. and Is to an Individual building component. not a cuss system. Below use. the IxOtlhng deslgnot must verity Iho ciplAcaWlty of design parameters and Ixopedy l ncoglorate this design Into the ovotall orgy. Additional Iemlwray and Ixlrmanont lxaclng M iTek* Ixading design. bracing IrWkated is to lxovent bucidkng of kx M tKd Inrss web call/or eMtd members Is always IecpNed tat stability and to Ixevenl cdlorm with pos011e personal lxolxxty damage. For genoral gtddonce regarding Mo latAcotion, storage. delivery. etecllon and b tacirng of trusses and fam systems seeANSVtPl I Quality Criteria. OS849 and SCSI 8uIlding Component 6904 Parke East Blvd. Tampa. FL 33610 safety Irgotmatlon available aom kuss Plate Institute. 218 N. Lee Streat. Suite 312. Alexandria. VA 22314. Truss Truss Type oty ply T71506766jJob732803C6HariHp21 Job Reference(optional) American 64ki(e supply. wmrer maven. m ueav .._ ._ _ .... _ __. _ ._... __ ...---..---• ----.. -- _--- -- - -- ID:P?I?ORARNiPrxlpt7tu9w5zlE50-yLhMOU EVgrfatAgp2H WObg5gBfffsR5yipOP?z 174z 6.2 -0 11.10.14 18 0-0 22.2 0 11 - 0- 0 NZ 5$14 6-1.2 S1 I? 040 = 30 = Scale - 1:55.9 axe II x4 3= 30 = 3x10 = 3x8 11 LOADING( pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.33 BC 0.78 WB 0.72 Matrix- S) DEFL. in Ven( LL) -0.25 Ven( TL) -0.55 Horz( TL) 0.03 poc) I/dell Ud 9. 11 >999 240 9- 11 >484 180 8 We rVa PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row at midpl 7-8, 5.9, 6-9 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. ( lb/size) 8=879/0.4-0, 2=942/0-4.0 Max Horz 2=370(LC 10) Max Uplift8_ 268(LC 10), 2=-166(LC 10) Max Grav8=968(LC 15). 2=943(LC 15) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/0, 3-4=-1400/327, 4.5- 1259/309, 5-6=-464/100, 6-7=-357/146, 7-8=-939/404 BOT CHORD 2.11=•649/1265, 11.16=-429/849, 10-16=-429/849, 10-17=-429/849, 9-17=-429/849 WEBS 4.11=-281/273, 5-11=-132/547, 5-9=-697/399, 7.9- 378/930 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=40ft: eave=511; Cat. II; Exp B; Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=1b) 8=268, 2= 166. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING • VaAIy dedgn pammoron and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7473 rev. Ia MIS BEFORE USE Deskpl Wld lot use only wlal fuels conneclors. ft design Is txwd only upon puameters shown. OW is for an Individual rxAdk* component. not o bass system. Before use. the Lxlldino claslgner must verily the g)pI1ecdAIfy of design parameters and properly Aicorpoiate this design Into the oveicill A&III1011a1 lomlxxcxy and permalont txaCing MiTek' txadvlgdesign. BrachD Indicated Is to lxovent Ixrcldirlg of IndK"txtl IrLm web arc]/ol chord members only. 6 always recs4od got stability arW to prevent collapse wllh poWUo persorol"arld p op erty darnogo. For general guickinCe rogardrlg the IW xlcatbrl, slotage. dollvery. eroctbn and bled lg of tiusses and truss systems, seeANSI/1PI I Quality Cdleda. DS11-69 and SCSI Sullding COmllananl 6904 Parke East Blvd. Tempe. FL 33610 SalaryInlotmaaonovdfatxoDomTrussRateIns11Me. 218 N. Lee Street. Suilo 312. Alexandrio. VA 22314. Job russ Truss Type 0 ty ply T11506767 739803 C7 Halt Hip 2 1 Job Reference(optional) nlaerrcen ourraere ouppry. - . _ _... _.. ID:P?I?ORARNrPrxp t71u9w5z5zIE50-Lw32mVsG_W C 11sNIolYoNGlb i t_JpFBMY_xRz 174y 1-0-0 11•10.15 17-0.0 22.2.0 1 0.0 8.2•o 5.8.15 5.1.1 6-2-0 4x4 = 30 = Scab = 1 •S3.1 US II 3x4 = 30 = US = 34 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.34 BC 0.66 WB 0.71 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 8=879/0.4-0, 2=942/0-4-0 Max Horz 2=351(LC 10) Max Uplift8_ 260(LC 10). 2=-174(LC 10) Max Grav8=967(LC 15). 2=942(LC 1) DEFL. in loc) Vdefl Ud PLATES GRIP Ven(LL) -0.17 9-11 >999 240 MT20 244/190 Ven(TL) -0.37 9-11 >721 180 Horz(TL) 0.03 8 n/a We Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 5.9, 6.9 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-674/0, 3-4=-1389/351, 4-5=-1246/331, 5.6=-538/149, 6-7=-433/180, 7-8= 893/406 BOT CHORD 2-11=-645/1254, 11-16=-416/837, 10-16=-416/837, 10.17- 416/837, 9-17=-416/837 WEBS 4.11- 293/279, 5.11= 145/530. 5-9=-632/365, 7-9=-368/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=6.Opsf: h=3011: 8=451t; L=401t: eave=sit; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with SCOL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=260, 2=174. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNWO • Verily dedgn paramoran and READ NOTES ON THIS AND MCLUDED MnEK REFERANCE PAGE M07472 rev. 106VAI6 BEFORE USE. resign valkt for use orgy Win W lek® connectors. ihts design is tamed orgy upon parameters shown. and Is for an Individual txtKSng component, not a Iam system. Before use. tho Ix/k** designer mint verity Iho alAAlca lllly of design paganeters and properly lncogorato M design Into the overall only. Admtiorxd lemporafy and permanent LxocW MiTek' txidng design. eochg Indicated Is to prevent (xaaing of InxBNdual Inns web and/or chord mombors Is always required for stability and to prevent collaim wllh possible porsonxlt Inpay and Ixopody damage. For gonerol guidance regadlng the lobticallont storage, dollvery. otectkxn and bracing of Inures and trim systems. seeANSt/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available Rom trim Hate Institute, 218 N. Leo Slreol. Suilo 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type 0N N T11606768 732803 Ce Root Special 2 t Job Reference tronal American Builders Supply. Winter Haven. FL 33830 7-v..y,... A.,,o ....,...,,,.. iU Z...... ID:P?I?ORARNiPrxtpt7fu9wSZIE50-p5TRn6'VUIH6MpBK2wSJ_SOwSm NljrROP01XTuz174x r1-0-0 6.2-0 11.10.15 17.4-0 ,184)-0, 22.2-0 1.0-0 6.2-0 5.8.15 5.5.1 1.40 36.0 ' 04 = 2x4 11 4x4 7 3x4 11 10 3x6 II 3x4 = 3x4 = 3xB = 2x4 11 LOADING(psf) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 10-879/0.4-0, 2=942/0.4-0 Max Harz 2=332(LC 10) Max Uplift 10=-253(LC 10), 2=-181(LC 10) Max Grav 10-887(LC 15), 2=942(LC 1) Scale = 1:57.6 CST. DEFL. in (loc) Well Ud PLATES GRIP TC 0.30 Vert(LL)-0.2011-13 >999 240 MT20 244/190 BC 0.68 Vert(TL)-0.4011-13 >656 ISO WB 0.37 Horz(TL) 0.03 10 n/a n/a Matrix-S) Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row almidpt 9.10.5-11 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-668/0, 3.4=-1373/371, 4.5- 1231/352, 5.6=•506/167, 6-7=-421/171, 7.8=-425/172, 8.10=-880/400 BOT CHORD 2-13=-638/1246, 13-18=-413/829, 12.16=-413/829, 12-19=-413/829, 11.19_ 413/829 WEBS 4-13=-290/276, 5-13=-140/536, 5-11=-649/373, 8-11=-294l707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0ps1; h=30ft; B=4511; L=401t; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This Truss has been designed Tor a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=253. 2=181. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNWG . Vadry dadgn peramatirra and READ NOTES ON THIS AND MCLUDED M"EK REFERANCE PAGE M07473 rev. 1602MIS BEFORE USE Design valid lot use only Win Ml leW corv=k rs. Ihts Design Is basal only upon p3tanelers Movnl. and is for an hx8vidt101 rAdding cornlwrwnt. rnol a Irte3systern. Beforo tae. Ina txdld hg doslgner must vedfy Iho otoicot lily of dleagrn paanelon and pxof ly htCorpatalo thb design into the ovoral hxaUrug design. 0ocho indicated Is to proven) bttcahng of individual Muss web and/or chard members only. Additional temporary and permanent Ixatchng MiTe k' Is always teat/red for stability and to prevent cdlgxe vAth possble lotsoncd"and prolony damage. rot general Guidance regarding the spaage. cletNery. erection and txachlg of tames and Iran systems scwANSI/1P1I Quality Cdteda, DSO-89 and SCSI Wilding Component 6fr04 Perks East Blvd. Safety IMotmatlan avallaNa from trim Plate butlMe. 2IS N. Loa Street. Sullo 312. Alexandria. VA 22314. Toepa, FL 33610 Job I russ Truss Type H y T11SO6769 739803 C9 Hal Hip 2 1 Job Reference(optional) ArneriCan I3a1111ets buggy. winui maven. r•L : W ...-......,....._ -.... __.. __ ..._.... __.. __ . ID:P?I?ORARNiPrxtpt7fu9w5zlESO-p5TRn6VUIH6MpBK2wSJ_5OwON P1ipkOP0lXTuzI74x 1-0.0 7.9.1 15.0.0 22.2.0 1-0-0 7.9.1 7.2.15 7.2-0 1 5x8 % 30 II Scale: 1/4'=I' GMMW 3x6 II 2x4 11 3x4 = 30 = SA = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 0.51 BC 0.53 WB 0.48 Matrix-S) DEFL. In Veri(LL) -0.08 Ven(TL) -0.17 Horz(TL) 0.04 Qoc) Udell Ud 7.8 >999 240 7-8 >999 180 7 n/a rVa PLATES GRIP MT20 244/190 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. WEBS 20 SP No 3 WEBS 1 Row at midpt 6.7, 4-8, 5-7 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 7=879/0.4-0, 2=942/0.4-0 Max Horz 2=313(LC 10) Max Uplilt7=-246(LC 10), 2=-188(LC 10) Max Grav 7=905(LC 15), 2=942(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-607/0, 3-4=-1253/350, 4-5=-735/208 BOT CHORD 2-10— 575/1147, 9-10=-577/1143, 8-9=-577/1143, 8-15=-257/605, 7-15— 257/605 WEBS 4-10=01298, 4-8=-641/374, 5-8=-90/562, 5-7=-880/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Ops1; h=30ft: B=4511; L=4011; eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=246, 2=188. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO - Vadly design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE M0 7179 rev. IM31201S BEFORE USE DoslOn vcil l lot use ordy With MIIek6 connectors. INs ckWM is Ixned oNy upon Ixaarnotefs shown. and Is la on Indlvickal twlding component. not a truss system. Before use. Imo txAlding designer must verity the cy)p ficabltly of cleskin lorar neters and 1rolxeriy Incaporato Biti design Into rfie overall txAdUV design. bracing Vx2cated is to prevent b4jcarri0 of kidNlduai truss wob and/or ctotd members oNy. Additional temporary and petmanenl tracing M iTek' is always retlJred lot stabUlty and to pxevent collatme wllh p ossItAe pxersoria l tVray and Ixopedy damage. For penetel Oildanco toeaamng One Icdrlcalbn, stotage, delivery, erection twat bfocln0 of Irkmes anal Inrss systems seeANSI/TPI I Cua9tV Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Salary Information ovdloblo mom truss Plate Inslllute. 218 N lee Street. Sulto 312. Alexanclrla. VA 22314. Torrpa, FL 33610 Job runs runs ype Nply Ttt506770 739803 CIO RoolSpecial 2 t Job Reference(Optional) Amencen 9uncere supply. winter maven. 1.1.:ra6eo •.o•w • ^r im 4v,. ,•,,• •• ^,.....,.w.• ,- •_„ v_ . 10:P?I?ORARNiPnrtpt7fu9w5zlESO-pgxODllq 13znHa W nROV?vOj W USdTE5OuVsg8ONz 7 75C 17.40 100 74-2 14M IS." 16e•15 20l-0 _ •2O r1O0 74.2 62.1 144 100 3•4 140 0.7.1 40 = Scale - 1:58.7 2r4 II 3x6 II 30 = 2r4 II 2r4 II 3x4 = 17.24 7i-2 1s90 16•bls , 10a4 _2224 , 74.2 62.14 I." I" S.&12 140 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.07 17-20 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.51 Ven(rL) 0.18 17-20 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 10=912/0.4.0, 2=957/0.4-0 Max Horz 2=294(LC 10) Max Uplift 10=-220(LC 10). 2=-186(LC 10) PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 9-10 JOINTS 1 Brace at Jt(s): 13, 14 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-629/0, 3-4_ 1274/354, 4.5=-1132/380, 5.6-618/276, 6-7=-576/256, 7-8- 577/238, 8-10=-861/386 BOT CHORD 2-17=-552/1140, 13.14=-400/936 WEBS 4-17- 240/256, 14-17=-587/1204, 5-14- 183/628, 6.13=-65/322, 5-13= 804/374, 8.13-269/682 NOTES- 1) Unbalanced roof live loads have been considered for (his design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCOL=6.0psi; h=30ft; B=45I1; L=4011; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except 61=1b) 10=220. 2=186. 7) This truss design requires that a minimum of 7/1 W structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING - Vedly dedgn ptameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE NI7473 rev. 1603 IS BEFORE USE Design, vc1ld lot use only Win Ml lek® conneclors. 1t11s design Is Ixised orgy upon paometers shown. and Is tot at Individual rxRding component. not a if= system. llef(xo use, the building doslgnot must vedry the al)"Icablilty of design Ixlraneters and ptopeny Incorporato this design into the ovesdl bending design. Brad Indicated Is to prevenl bucldfng of h,dNkWal fnas web and/a chord members only. Adcltkxxd lemlwrary and Mrsnanont btocing M iTek' is always requited lot stability and to ptevenl collapse wllh possible personal Wray and poperty damogo. Fot genetal guidance regadh,g tho Icd]Ilcatlowl storage, dellvery. oreCllon and Ixach,g of trusses and truss systems soeANSI/tPI t Quality CAteda, OSS-89 and SCSI Sullding Component 6904 Parks East Blvd. Safety Information ava0atxe ram truss Plato institute. 218 N. toe Street. Sidle 312. ANexancido, VA 22314. Tempe. FL 33610 Job Truss Truss Type oty ply T1t506771 732803 C11 Hag Hip 2 1 Job Reference (optional) American tsunoers atrppry. -mar Haven. m aoew ..,,... ,.r.... __.,. ..... _.. ..._.... __.. .. --'----.. . ID:P?I?ORARNiPrxtpt71u9w5zIE50-HOVOOdJSoN5evk5z?51 EReFd?YtOza 11 kWOhwpz1758 1-0-0 7.9.1 13-0.0 17.7-0 22.2.0 1 0 0 7.9.1 5.3-0 4.7-0 4.7-0 04 = 30 = 2x4 II Scale = 1:44.5 US II 20 II 30 = US = 04 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2.0.0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.67 BC 0.78 WB 0.46 Matrix-S) DEFL. in Vert(LL) -0.23 Vert(IL) -0.50 Horz(TL) 0.04 loc) Udell Ud 8-9 >999 240 8.9 >526 180 8 We rda PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row at midpt 6.8 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0-4-0 Max Horz 2=275(LC 10) Max Uplift8- 233(LC 10), 2=-201(LC 10) Max Grav8=901(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2.3- 660/0, 3.4=-1239/380, 4-5=-869/282, 5-16- 725/295, 6-16=-725/295 BOT CHORD 2-11- 550/1116, 10-11=-550/1116, 9.10=-550/1116, 9-17=-207/455, 17-18=-207/455, 8-18=-207/455 WEBS 4.9=-521/324, 6.9=-161/499, 6-8=-810/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.Opsf; h=301t; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterfor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except Qt=lb) 8=233, 2=201. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNING - VeAry design peremetwe and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MA7472 mv. IOM3R016 BEFORE USE. Design vdkl lot use only with Mlek® connecbrS. Ma design is txrsed only upon rymarwfens shown. and B for an IrdJNkktnl txddr>d component. not a turn system. Below rho. the IxOdng designs must vedly Ina, applicablily of de*p rxxanwlors and Ixoporly Incalxxato g1lc deslon Into Iho ovotnll trading design. 8raclrlg kKocalod Is to prevent txrckling of Indlvl ud Russ web and/ot chord momtxtrs only. AcUllonnl lompo rmy and Wffncmenf t3tacb g WOW Is always togr6red lot slatAtty and to ptovenl collapse wlfh passltxe personal IrW and ptoporly damage. rot gorwtal grlrlalce regalding me laUlcaflorx storage, delivery, otocllon aria bracing at tnmesand truss systems. sceANSIOPII GuagH Criteria, OSS-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Irdormallon avdatxe (torn bras Plate InsfiMe. 218 N. too Streol. Sulto 312. Aloxaridd a. VA 22314. Tampa. FL 33610 o ruSS runs Type N T1t506772 739803 C12 HP 2 t Job Relerence o Uonal AmeriCan OU110eta Supply. Wlnlat maven. fL .tsaeV ...+... ry.. ..._. ... __.. __ ...__.__ __.. . __ 10:P?I?ORARNiPrtttpt7fugw5zIE5O-HOVOOdJSoN5evk5z?51 EReFcNYv_zdT 1 kWOhwpz 175E 17•e4 14-0 6-2-0 lt•10.16 17-0.0 17r4A1 22.2-0 r 1T e•24 bi16 !il-1 OV-0' 44-0 0.4-0 Scale = 1:58.8 4x8 = 3x4 = 3x4 = 3x8 = 2x4 3x8 II 1 ." e-S•12 174-0 17,4,0. 22.2-0 6112 e43 440 LOADING (pst) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 10.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 BCDL 10.0 Code FBC20141TPI2007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 2=942/0-4.0, 8=879/0-4.0 Max Horz 2=268(LC 10) Max Uplift2- 203(LC 10). 8-231(LC 10) DEFL. In (loc) t/dell Ud Ven(LL) -0.20 9-11 >999 240 Ven(rL) -0.40 9-11 >655 180 Horz(rL) 0.03 8 We We PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20%, BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/5, 3-4=-1359/431, 4-5=-1217/412, 5-6=-505229, 6.7-487/228, 7-8- 853/381 BOT CHORD 2.11=-607/1247, 11.16=-384/829. 10-16=-384/829, 10-17=-384/829, 9-17=-384/829 WEBS 4-11-290/273, 5-11-137/537, 5-9=-645/365, 7-9=-244/707 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=301t; 8=45ft; L=40ft; eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=203. 8=231. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and K" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verily design panvnefars and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE AI11-7473 rev. 14MMIS BEFORE USE DeAfn vdkl fol use ordy vAth Mllelc 9 connectors. Ms d Is l)asOd orgy uPOn r"cmoten gwvA1. and Is tot an indIvI lual btAdtng component. not a truss systom. ttofote too. Ito txdk" cleslgner rntrsl vedly llw cipplIcat%Ity of deslgrt Ixnanoters and properly trtcotpotato Ihh design Into tho overall Ixdlc&V closlgn. 9ractrlg kxDcalod Is to povoni buckling of IrWlvklucd Ines web caW/or chord members only. Mklillorwl lernlxxcay CrKI ponnarlenl btacing WOW Is cdways req.4od for slab811y and to pevent colloW with possible pononal"and lwoperty tlarnage. For gerowd gLdclonce toomc Ing the labdcatkxl. slologe. dellvety etoellon and rxacing of tntsses and truss soterns. soeANSVIPI I Quality CAtela, OSS-89 and BCSI Building Component 6904 Parks East Blvd. Safely Inlotmotlon available Rom huts Plale Instllulo. 218 N. Loa Sttoet. Sidle 312. AlexarWda. VA 22314 Tampa, FL 33610 Job suss Truss Type Qty Ply Tt1506773 739803 C13 Halt Hp 2 t Job Reference Lionel on In SP ant Y P. Arnatcan uuaare SuppN• water rmven. m a.ww _ 6ZlE5-lD3m_z--___---__. u --- - -- IO:P7170RARNiPrxtpt7(tt9w5zl E50.103mdzK4ZgDV W ugAYpYT_rogRxG2i2fBzA9ESFz 7 75A 1.g.g 7.9.1 11-0-0 16.5.4 22.2-0 1-0-0 7.9.1 3.2.15 5-5-4 5.8.12 Scale = 1:39.7 Sx6 - 2x4 II 30 = US fl 30 = 30 = 3xB = 20 11 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.56 BC 0.63 WB 0.44 Matrix-S) DEFL. in Vert(LL) -0.16 Ven(TL) -0.35 Horz(TL) 0.03 Ioc) Well Ud 9-11 >999 240 9.11 >744 180 8 Na rVa PLATES GRIP MT20 244/190 Weight: 128 lb FT = 204b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/slze) 8=879/0-4-0.2=942/0-4-0 Max Horz2=237(LC 10) Max Uplift8=-222(LC 10), 2=-212(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-548/0, 3-4=-1259/3B7, 4-5=-1336/550, 5-16- 673/252, 6-16- 673/252, 6-7=-6731252, 7-8=-836/347 BOT CHORD 2-11=-506/1152, 11-17=-364/832, 17-18=-364/832, 10.18=-364/832, 9.10=-364/B32 WEBS 4.11=-344/336,6-9=-382/242,7-9=-357/958,5-11=-292J662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=30ft; 13=451t: L=4011: eave=5f1: Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 fall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=222. 2=212. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNWO - Verily dedpn parameters and READ NOTES ON THIS ANDWCLUDED U EK REFERANCE PAGE NSF7473 rev. I&OW20IS BEFORE USE. Design vdkt for use ordy with Mllek8 connectots. IhIs design It baead orfy ury pyamelem Yawn. and fs la an f Whirs i buldlrtd component. not a lttm sySlem. Before nne, the IxNlmrtg designer must verify the atxlticabllly of design paranelees and IxopetlV hncorpoealo lids design inlo the Overall OM. Add111oral temporary arKI petmar onl braGng M iTek' Lxedlrtg design. Bracing htdlcaled Is to prevent buckling of ImOvldual Ines web and/of chard members Is always tecµNted lot sIdAlly and to prevent collapse wllh possible personal W W and polx+M damage. Foe general gulda co regarding the storage, delivery. eeectlon ctstd brackq or Maws and tnrs systemweANSI/M I Quality Criteria. OSS-89 and SCSI Surdhtg Component 6804 Parke East Blvd. falxk:otkx Tenpa. FL 33610SafetyInformationavalatxoRomtrussPlatoRutflute. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Job runs Truss Type 0 ry ply Ttt506774 739803 C14 HP 2 t Job Reference (optional) Arn*rte*n tsurtaere sUPPtY• winter maven. rL St*ev ,..,-.,....'.....,,........., .......«..............,,_...._ __.. . _._ . ID:P?I?ORAPNiPrxtpt71u9w5zIE50.103mdzK4ZgDV W ugAYpYTror,SxHSNOBzA9ESfz 175A 1-0-0 7.9.1 15-0.0 18 a 0 22.2-0 1.0.0 7.9.1 7-2•15 4-8-0 2 6-0 4x6 = 5x6 = Seale = 1:49.1 600 rt9 QN 9 Cb 3x6 II 20 II 3x4 = 3x8 = 4x4 = LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.45 BC 0.54 WB 0.98 Matrix-S) DEFL. in Ven(LL) -0.10 Vert(FL) -0.19 Horz(TL) 0.04 loc) Well Ud 8-9 >999 240 8-9 >999 ISO 8 rVa n/a PLATES GRIP MT20 244/190 Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4.9 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (tb/size) 2=942J0.4-0, 8=879/0-4-0 Max Horz 2=268(LC 10) Max Uplllt2=-203(LC 10), 8=-231(LC 10) Max Grav2=942(LC 1), 8=890(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-610/0, 3-4=-1256(392, 4-5=-728/248. 5.6=-556/287 BOT CHORD 2.11=-554/1131, 10-11- 556/1127, 9-10_ 556/1127 WEBS 4-11=01297, 4.9=-654/378, 6-9- 257/673, 6-8=-791/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.0ps1; h=30ft: B=451t; L=40ft; eave=5fl; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a five load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=203. 8=231. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING - Vedy dodgn Pan meters and READ NOTES ON THIS AND INCLUOEO MNIEK REFERANCE PAGE MD-7473 rev. f8eV20IS BEFORE USE Doskpt valid lot use only Win MIk." connectors. this design Is based only upon parameters shown. end Is for an tndMcltxA bolding component. nor a truss systol n. Before too. the txAdIng designer must verity the applicalAlly of design pxxanoters and pHopedy Ytcot oraro Sn6 design into the overall lxAdtng design. Bracing Indicated is to prevent txtcahng of Individual truss web and/or chord members only. AcUllonal temporary aril pernwnenl,Iractrtg MiTek' If always teaat/ted for slatAly and to prevent collapse with poss8lo personal "and prop etry damage. For general gtddance togadhng Bte R:lxlcatktn. storage, dellvory. etectron and Irachng of frtrssers and hursssystems. soeAN51/IPII Quality Cril*tla, OSS-89 arld SCSI Building Component 6904 Park* East Blvd. Safely Intorma" A available Rom Inns Plate RutlMe. 21B N. Leo Street. St/le 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply T1f506775 739903 cis Roof Special 2 1 Job Reference(optional) nmeucon aurraers supply, r.._ _.. ...___...__' `_" . __ "__ _- _ _- -- - ID:P?I?ORARNIPrxlpi7fu9wSZIESO-DPd&JLiK_LM81 FM6W31x3L31LI2RP?KBgvo?rz 1759 1-0-0 5.9.0 it-1-0 13.2-0 176-4 22.24 t-0-0 5.9-0 5.3.15 2-1-0 4.4.4 4.7.12 Scale = 1:42.0 4x4 = 4x4 11 2x4 11 5xB = 30 = 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.27 Ven(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Ven(TL) -0.14 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.04 9 We rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0.0 REACTIONS. (lb/size) 9=879/0.4.0, 2=942/0-4.0 Max Horz 2=199(LC 10) Max Uplifl9- 213(LC 10). 2=-221(LC 10) FORCES. (lb) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-517/71, 3-4- 1383/458, 4-5- 1019/372, 5.6- 955/393, 6-17- 682/251, 7.17=-682/251 BOT CHORD 2-12=-548/1190, 11-12=-546/1190, 10-11=.382/952, 9-10=-251/682 WEBS 4-11=-425/249, 5-11 =- 169/587, 6-11=-306/121, 6-10=•405/198, 7-10=-72/448, 7.9=-989/363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; 8=45ft; L=40ft; eave=511; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=1b) 9=213. 2=221. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheelrock be applied directly to the bottom chord. WARNING - Verily derdgn parameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE AM?4?3 nv. #O)V 016 BEFORE USE. Design vdxd for use only vAth Mllek® connectors. Itfls design Is based only upon paOtretets shown, and Is for an Individual building cornponeni. rat a truss system. Before use, the tx/lclrvj designer must verity the app licabllty of design p.aanetefs and Ixopetly Incogxxale N* design Into 11-0overdl building design. ®acing Indicated Is to provenl butcMi g of Individual trim web and/or chord members only. Additional tarnporary and pannananl bracing MiTek' Is always tecNred for stablitty and to prevent collapse with possible personal Inpay and rropudy damage. For general guidance regarding the fabAcalion. storage, dellveM otectfon and tracing of trusses and mm systems. soeANSVIPI I Cualty CritaAo, DSB-69 and SCSI BuiMing Component 6904 Parka East Blvd. Safety Information available from truss Plato Institute. 21B N. lee Street. Salle 312. Alexandria. VA 22314. Ten". FL 33610 Job Truss Truss Type 0 ty ply T11506776 739803 C16 Hp 2 1 Job Reference Gonad American BYlkiara Supply. winter Haven. FL 33590 ,-..ry.......-...... .............. ........,......._. __.. . _- . ID:P?I?ORARNiPrxtpt7fu9w5zIE50-hbBX21LK51TDm8gYgEax3Gt8HNJAxo000eLX8z 1758 o o 7.9.1 13-0.0 17.7-0 10-0 7.9.1 5-3-0 4.7.0 4-1-0 6-0 6x6 = Scale . 1:44.5 3x4 = 2x4 II 5 16 6 7 3x6 II 2x4 11 30 = 3x8 = 4x4 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In floc) Weft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) 0.22 8-9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.49 8-9 536 180 HorzrTL) 0.04 8 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix S)6 I Weight: 1381b FT in 20°.e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5.7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpi 6.8 WEBS 2x4 SP No.3 SLIDER Lett 2x4 SP No.3 2-0.0 REACTIONS. (Ib/size) 2=942/0-4.0, 8=879/0-4.0 Max Horz2=272(LC 10) Max Uplift2= 202(LC 10), 8_ 232(LC 10) Max Grav2=942(LC 1), 8=898(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-660/0.3-4=-1239/382, 4-5=-868/285, 5-16=-724/297, 6-16_ 727/296 BOT CHORD 2.11_ 548/1115, 10.11=-548/1115, 9-10=-548/1115, 9.17=-209/459, 17-18=-209/459, 8.18=-209/459 WEBS. 4-9=-518/321, 6.9=-158/490, 6.8= 813(391 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft: B=4511; L=4011; eave=5f1; Cat. II; Exp B; Encl., GCpI=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opst. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=202. 8=232. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum Sheetrock be applied directly to the bottom chord. Q WARNING - Verify daWgn parameters and READ NOTES ON 7NIS AND INCLUDED NREx REFERANCE PAGE AD -Tiln rev. raTmilt BEFORE USE DMIgri valid lot use Orly VAth Ml lekO conrneclors. Ihls design Is based only upon parameters snown. and Is for an hdivldual tAddkV Component. rat ity el design rxrtelets and ixopedy Incogwrate fink design Into the overallatrusssystemth . Beforeuse. e building designer tnusl verily Ida applicability lxOding design. Bracing Indicated Is to ixeveni bucahng of Individual truss web and/ot chard members only. Additional lemr"ary and permanent bracing WOW 5 always requited lot stability and to Ixovent collapse with poaBxe personal May and Ixoperly damage. For general guidance rogardlng the abrieatim storage. delivery. erection and bracing o1 trusses and Iran sysioms. so(-ANSI/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Salary Intormation available from truss Plate institute. 218 N lee Street. Suho 312. Alexandria. VA 22314. Tanya. FL 33610 Job russ russ I ype N T11506777 739803 C17 Root Special 2 1 Job Reference (optional) Pmencan aunaers buppry, Winter we.. m I D:P?I?ORARNiPrxlpi7fu9w5zIE50•t1bBX2fLKSITDmBgYgEax3Gt6ml_fAxEUOUeLX8z 1758 1-0-0 2.44 8.1.1 11-1-013.6.0 15.2-0 22.2-0 1-0-0 2.4-0 3.9.1 4.11.15 2.5-0 t -0-0 7-0.0 CoC4 16 40 = 2x4 11 2x4 11 40 = 30 = 1.3.13 2.4-0 6.8•e 1 13-" I 15.2-0 1 22.2-0 Scala . 1:42.9 13.13 Plate Offsets (X,Y)-- I-G3' 4.4-8 2:0.4-8.0.3.01.[3 0 10-8 0-3-71 b•N•b 18:Edae 0-1-81 112.0-2-8 0-2-121 I rvw LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.12 3.13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Veri(Q 0.29 3.13 918 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(rL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 142 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2'Except* 1.5: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except' 3-12: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 2-3: 20 SP No.2 OTHERS 20 SP No.3 REACTIONS. (lb/size) 9=876/0-4-0, 2=956/0-4.0 Max Horz2=159(LC 10) Max Uplift9_ 203(LC 10), 2- 226(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-9 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-444/21, 3.4_ 2009l702, 4.5=-2058/855, 5.6- 1406/589, 6-7=-1460/575 BOT CHORD 3-13=-713/1776, 12-13=-3901999, 9-10=-408/1121 WEBS 4-13_ 360/299, 5-13- 450/1079, 5-12- 173/567, 10.12=-475/1307, 7-10- 556/335, 7-9=-1230/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=Ioemph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45fl; L=4011: eave=511; Cat. 11; Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) 9=203, 2=226. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q wARNWG • VwW ded9n pwnean and READ NOTES ON THIS AND INCLUDED MrIEK REFERANCE PAGE MIF7473 rev. /602MIS BEFORE USE. Design vdikY for use only vAn MI lek®coraectots. this design Is tx wd orgy utxxn parameters sf own. and Is for an Individual building component, not a frsm system. Before uso. the txOdho doslgnea must vedry the c44)[Ic"ly of design Mamoters arid Ixopetty Incorporato this design Into the overall lxllding design. Bracing Indicated is to Ixovont t ucMdng of Individual mast web and/a chord members only. Addlional temporary and permanent txacing M iTek' Is always recplrod for sla tAlly and to rxovent collcgm wllh posslAe personal tnhey and Ixopeny damage. For general gulda nce regarding M faixicallon. storage. dolNery, erection and bracing of bares and fnrss systems. saeANS1/(PI I Quality Criteria, OSS-89 and SCSI Subcang Component 6904 Parke East Blvd Safety InformaSon avc kdxe from buss Rate Institute. 218 N. Lee Street. Sole 312, Alexancift VA 22314. Tampa. FL 33610 Job Fuss FUSS Type T11SO6778 738803 C is Halt Hp 2 1 Job Reference tronal AtMrrCen UUrlaere wPP9• wmfer raven. n jr ...,-.,....,......_....._. ID:P?I?ORARNrPrxtpt7fu9w5zIE5O.9oIvG?Mysbb3NLPIEx5AeUOLu9LYvPTdISOtlJaz 1757 14-0 5.7.2 11.0-0 16.7-0 22.2-0 100 5.7.2 5.4-14 S-7-0 S-7-0 State . 1:41.1 4x8 = 2x4 11 30 = 4x4 II 2x4 11 sire = 3x8 = 2x4 II LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.55 BC 0.39 WS 0.43 Matrix-S) DEFL. in (loc) Udell Lid Vert(LL) -0.04 10-11 >999 240 Ven(rL) -0.13 10-11 >999 160 Horz(TL) 0.04 8 rVa n1a PLATES GRIP MT20 2441190 Weight: 133lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0.4-0 Max Horz2=237(LC 10) Max Upllft8=-222(LC 10). 2-212(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-510n6, 3-4- 1389/428. 4-5- 1021/341, 5-16- 651/251, 6-16-651/251, 6-7=-651/251, 7.8-828/353 BOT CHORD 2-11=-573/1196, 10.11=-573/1196, 9-10=-360/852 WEBS 4-10=-413/247, 5-10=-59/373, 5.9=-297/158, 6-9=-376/227, 7-9=-363/938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=301t; B=45fl; L=40ft; eave=511; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=222, 2=212. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Vestry dedyn pane mters and READ NOTES ON rHW AND INCLUDED UREK REFERANCE PAGE Ma-7479 rev. MMMIS BEFORE USE. Design valkl for use only wlm WAckO con neelors. Irnls design k based only upon paametefs shown. and Is for an Individuall building component, not o Utss system. Beforo use. the building deslgnef r nust verily the app ilcubllly of deslgl pxucxnetors and properly Incogwrato this doslgn Into iho oveull building design. Bracing Irdllcatod Is to prevent bucMkp of Individual tits web aril/or chord members orgy. Additional lempofay and permanent btacmg WOW Is always recttAfed $of slabslty and to prevenl collapse with possible personal W W Mid property damage pa genord gtkk=O regarding Imo laxbatkxn. stotago. clollvory, erection and txacing of trusses and cuss syslemx soeANSI/IPI I Quality Cdtefb. OS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcnable from Irtm Plole InsBMe. 218 N. Lee Street. Stlte 312. Alexandria. VA 22314. Tarrpo. FL 33610 Job runs Tms Type oty Fly Tt1506779 739603 C19 Root Special 2 t Job Reference(optional) American Builders Supply. waster seven, rs ZKMW ID:P?I?ORARNiPrxtpt71u9w5zlE50•e_IHTLNacviw?V_xnfcP8hzSGZg7enYnto7Sboz1756 t-0-0 2.4-0 6-1.2 11.0-0 11.2.0 13-6-0 17.2-0 22.2.0 1.0 0 T 2.4-0 39.2 4.10.14 0.2.0 2.4.0 3&0 SO.O Scale - 1.44.1 4x4 = rm_ 2x4 11 2x4 11 40 = 3x4 = If." 2.4: 61.2 1141-0 2.a l4.2 .-1014 11.1,0 W0.1 2.40 17.24 Se0 Wo540 0.1.0 Plate Offsets (X Y)-- 12.0-4-8 0-3-01 (3.0.10.8 0-3-71 f12:0.2-8 0-2.81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.12 3-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Ven(rL) -0.29 3-13 >920 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 HOrz(TL) 0.16 9 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 140lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1.5: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 20 SP No.2 'Except' 3.12: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except* 2.3: 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=876/0.4-0, 2=956/0.4-0 Max Horz 2=121(LC 10) Max Upllft9_ 197(LC 10), 2- 232(LC 10) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/68, 3-4-2010l707, 4-5=-2057/857, 56=-1437/633, 6-7=-1464/565 BOT CHORD 3.13=-667/1777, 12-13=-353/1002, 9.10=-424/1182 WEBS 4.13- 3561296, 5-13-437/1076, 5-12-220/594, 10-12-442/1210, 7.9- 1329/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; 8=45fl; L=40ft; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 9=197, 2=232. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Hi" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Vetlry design paramras and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M9.74TJ rev. Idt13Ra1S BEFORE USE O09M valid for use oNy with Iv9IOM CornLCIOls. [his design is based oNy upon Ixranotoa shown. and 1s la an Individual CuWtreg Component. real a trim systain. Beim use. Ih0 txudng designer must vedfy the apOIC(It lty Of doggie pxrametets and {XopedY incorporate Ihls design Into the overall txidng design. Bracing Indkaled is to Ixovent bucatreg of Incllvldud trim web and/or Chotd mef nbwS oNy. Addtlowl! temporary and permanent bracing WOW B always tecalred fee stability and to Ixevent collapse with possllxe personal Injury and Ixoparty damago. rot general guidance regarding tree k"Icalbix storage. delivery. erection and txactng of Ifusses and miss systems soeANSt/MI Quality Cdtada, DSB-B9 and SCSI Building Component 6904 Parks East Blvd. Salary Information avc")Ie San bias Rate Institute. 218 N. Leo Slteet. Sulto 312, Alexandria, VA 22314. Tarps, FL 33610 T11506790I739803F20HaftHp21 Job Reference (optional) American Builders Supply. W rntet Haven. FL 33680 7 "0 s Apr 19 2016 MTek 1 dusuies. Inc. Fri Jun 30 11:31.05 2017 Pape 1 in•P?I?ARARNiPrxtol7ftwvSzl ESO•aMO t u 1 OrSW zeEo7Jv4ftE62okMlv6lc3L6cZcvz 1764 1-0-0 9-0-0 15.7-0 22.2-0 1.F0 944 6.7.0 6.7-0 SxW MT20HS 15 2x4 II Scale . 1:39.4 30 = 3A 11 2x4 II 3x4 = 3x10 = 2x4 II 9.0.0 15.7.0 22.2-0 9-0-0 6.7-0 6-7-0 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCOL 10.0 Lumber DOL 1.25 SC 0.66 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 7=879/0-4-0, 2=942/0-4-0 Max Horz 2=199(LC 10) Max Uplift7=-213(LC 10). 2=-221(LC 10) DEFL. In (loc) Well Ud Vert(LL) 0.1310-13 >999 240 Vert(TL)-0.3710-13 >708 180 Horz(fL) 0.04 2 n/a We PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 116 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2.3=-711/0, 3-4=-1156/382, 4.15_ 877/319, 5-15=-877/319, 5-6=-877/319, 6-7- 814/342 BOT CHORD 2-16=-431/1040, 10.16=-431/1040, 9.10=-429/1048, 8-9=-429/1048 WEBS 4.10=0/327, 4.8=-276/137, 5.8=-414/247, 6.8=-388/1065 NOTES- 1) Wind: ASCE 7-10. VUlt=140mph (3-second gust) Vasd=108mph-. TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCOL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join((s) except Qt=lb) 7=213, 2=221. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING . Veft destpn parameter and READ NOTES ON THIS AND INCLUDED MrPEK REFERANCE PAGE M07473 rev. It Q MIS BEFORE USE Oeslgl valid for use only wllh I001ek8 connectors thh design ts t)cwd only upon Ixaameters shown. and IS for an hdlvkkicd IxAcling Component. not a truss system. Below use. the Ix1Wr10 designer must verify the (44AIcab111y of design txxamotors aril properly Ylcorporato 01k doslon Into the overall txBtllrq design. Biocing kwWated Is to Ixovent txacidng of InclIvlduc0 truss web CFKUor chord rnembGM orgy. AddOorltd lomporay a cl pennanent txaclrlg M!Tek' Is always retPJred lot statAlty and to prevent co0al)to with Ixm"o personal "and ptoperfy dana0e. For general guidance mgatding M falxlCalkxi sledge. delivery. ereetton dncl braeng of tresses aid nrs systems. sac-ANSIMI I Quality Criteria, OS6.69 and SCSI 6uOdng Component 6904 Parka East Blvd. Safety Inlormanon available from truce Plate nstttulo. 218 N. too Street. Sulle 312. Alexandria. VA 22314 Tartpa. FL 33610 Job runs russ Type N T11SO6781 739803 C21 RoolSpecial 2 1 Job Reference atonal I f J 30 it 31 06 2017 Po 1ArnericanBuildersSupply. Winter Haven. FL 33880 7.640 a Apr 19 2016 f.UTek Indusit a. nc. n un - ID: P?I?ORARNiPrxtpt7fu9w5zl ESO-2Z_OSNPTvgSVsyrWTnA6mKbzVm(JrC4DamM6CLz 1753 1-04 212 9-0-0 13.2.0 t 6 19.2-0 22.2-0 1-0-0 2.44 "_0 4-20 S-8-0 3-0-0 111 4x6 = Sx6 = 2x4 11 5 6 c 7%a = e 2x4 II 20 11 4x4 = 3x4 = Scats . 1:41 0 Q LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.18 3-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Ven(rL) -0.45 3-13 >580 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.21 9 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end venlcals. 1-4: 20 SP M 30 BOT CHORD Rigid telling directly applied. BOT CHORD 20 SP No.2 'Except' 3-12: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except' 2.3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=876/0.4-0, 2=956/04-0 Max Horz 2=93(LC 9) Max Upliit9= 194(LC 10), 2= 235(LC 10) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/110, 3.4_ 1609/562, 4-5- 1384/581, 5-6=-1545t722, 6.7=-1514/557 BOT CHORD 3-13= 433/1373, 12-13=-380/1235, 9.10=-418/1218 WEBS 4-13--0/358, 5-13= 72/310, 5-12=-383(610, 10.12= 427/1203, 7-9= 1431/490. 6.12- 399/377 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opst; h=30ft; B=4511; L=4011; eave=511; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=194, 2=235. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING. Verity dadyn perrmotore and READ NOTES ON THIS AND INCLUDED N1TEK REFERANCE PAGE AII1-7479 rov. Ia413/101S BEFORE USE DesIgn vdkl lot use only vAIh MlleW conn0Clors. this design Is based only uI»n Iwrarnetors stlewrL and Is tot an indlVldual Wildli g canrenent, not o Irus system. Betoro tne, the Ixdc& g deslgnot attest verily the applk:alAllly of d09Gn Ieramo101s and Ixoperly flcogetato IM design Into the overall txdlcbV doslgn. Bracing Indicated Is to Ixevont btrcaing of Individual truss web and/or chord members only. Acldllorxn temporary aril pounanont txacktg M iTek' is always te%dred for slaltllBy and to prevent collapso vAth poss9Ao tersotbl W*sY and Ixolerly daxnago Fa general gUdatco tegarding Ste kAxk:atkxt, storage, dcllvery, arWlon and Ixaclng of trttsas and host syslorm swANSI/IPI I Quanly Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety IrAormatlon avtLarAe Oom Ittrss Rate trufflute. 218 N. foe Stroel. Sulto 312. Alexa vJna. VA 22314. Tanya. fl 33610 Job russ Truss Type Qty ply Tt1506782 739803 C22 Hall Hp 2 1 Job Reference(optional) 7 P f American Builders Supply, Winter Haven. FL 33880 7 640 4 Apr 19 2016 Wak Indus,ttes, Inc Fn Jun 30 11.31 07 201 age ID:P?I40RARNtPrxtpt7lu9w5zIE50•W IYoJiO5g80MU6Ht0UhUX7CeAOuadvMo051koz 1752 1-0-0 7-0-0 14.7-0 22.2.0 7674 7-" 7.7-0 7-7-0 4x8 = 1s 2x4 11 Scale . 1:39.9 4x4 = 2x4 11 3x4 = 3x10 = US II 3x4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.55 BC 0.57 WB 0.61 Matdx-S) DEFL. In Vert(LL) -0.08 Vert(rL) -0.21 Horz(TL) 0.03 loc) Well Ud 7-8 >999 240 7-8 >999 180 7 rVa rVa PLATES GRIP MT20 244/190 Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0.0 REACTIONS. (lb/size) 7=879/0-4-0, 2=942/0.4.0 Max Horz 2= 161 (LC 10) Max Uplifl7_ 207(LC 7). 2- 229(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-563/0, 3-4=-1276/427, 4-15= 1227/427, 5-15= 1227/427, 5-6= 1227/427, 6-7=-808/336 BOT CHORD 2.10- 450/1140, 9.10=•447/1145, 8-9= 447/1145 WEBS 4.10=0/282, 5-8=-504/309, 6-8=-464/1329 NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.0psf; h=30It; 8=45ft, L=4011; eave=51t; Cat. II; Exp B; Encl., GCp1=0.18, MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (t=lb) 7=207. 2=229. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING. Velly dadgn parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7472 rev. 140MIS BEFORE USE 0eskvl vdId to use only wtm kAlek®comeCtors. Inls desIM Is Ix75od only upon Ix=amoters Onown. OW Is tot an WIvId al 1xtldhV component. rat a Ulm system. Before use. Oho btdd ng designer must vodly the aWIC(It Slty of doslgn pcaarrlators and txol)Grly hcogloate Ihh dosign Into the ovara9 building design. Bracing Indicated is to prevenl txrcldktg of IrWNklucl Inm web and/or chord members only. Addtbral temporary and Permanent lxocing M iTek* Is always requited lot slablllly arW to Ixovonl cdlc}iso wllh I)Ds )lo porsorol Infu y o W IxoPony datnclge. For ganoral guidance regarding 1tw rdxkxltbrt. storage, cleflvory. ercclkxt ancf txacing of trines and truss systerns. saeANSI/TPI I OwIlly Cdtedo. DSB-89 and SCSI BuIlding Component 6904 Parka East Blvd. Salary IMorrnatlon avdldxe Ram truss Plate institute. 218 N. Leo Street, Stllo 312. Atetrrmddo. VA 22314. Tempe, FL 33610 19 runs Truss Type Qry Ttt506783 739803 C23G ROOF SPECIAL GIRDER 2 1 Job Relererce tonal 20t6 AAt? k Industries Inc Fri Jun 30 1131 :08 2017 Pope 1AmericanBuildersSupply. Winter Haven. FL 733880 640 APIPr • I0:P?I?ORARNtPrxlpl7tu9w5zlE50_x6AW2RiRRLDSGsuaCCarlgKhaKCJ39W I4rDHEz1751 2.44 7-0-0 t0O.12 13.6-0 t5.2.0 16.4.15 21.2-0 22.24 2.44 4 8-0 3 a•t2 3-1-4 1 8-0 33-0 2.8-0 Scale . 1:39.7 7x8 = 21 30 = 4 22 23 20 II 4x12 = NIA 08 = 2x4 II 2x4 II 7x8 = 04 = 40 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) 0.20 2-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 2.15 >586 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.31 10 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 140lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.8-10 oc pudins, except 1.3: 2x8 SP 240OF 2.0E end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. 2-14: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except' 12-14.6-14: 2x4 SP No.2 REACTIONS. (lb/size) 1=1727/0.4-0, 10=1723/0-4-0 Max Horz 1=75(LC 7) Max Uplift s=-499(LC 8), 10=-505(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1.2=-813/235, 2-3-4091/1217, 3.21= 3770/1179, 4-21=-3770(1179, 4-22=-3905/1260, 22-23=-3905/1260, 5-23=-3905/1260, 5.6-3886/1259, 6-7=-2934/939, 7.8=-2875/867 BOT CHORD 2-1 5=- 1053/3711, 15-24=-1261/4116, 24-25=-1261/4116. 25-26- 1261/4116, 14-26= 1261/4116, 11.12=-752/2560, 10-11- 492/1618 WEBS 3-15=-230/1123, 12-14=-864/3001, 6-14-811/2650, 6-12=-1334/502, 5.14-290/174, 7-11-255/140, 8.11=-273/988, 8-10=-2227/693, 4.15=-530/292, 4-14=-324/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph: TCDI--4.2psf: BCDL=6.Opsf; h=301t; B=45111; L=40ft; eave=sit; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 611=1b) 1=499. 10=505. 8) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 150 lb up at 7-0-0, 164 lb down and 146lb up at 9.0-12. 164 lb down and 146lb up at 11-1.0, and 164 lb down and 146 lb up at 13-1.4, and 276 lb down and 288 lb up at 15-2-0 on top chord, and 413 lb down and 124 lb up at 7-0-0. 55 lb down at 9-0.12. 55lb down at 11-1-0, and 55lb down at 13.1-4. and 329 lb down and 52 lb up at 15-1.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WARNING • Varl/y design paremst" and READ NOTES ON MIS AND INCLUDED MfrEK REFERANCE PAGE MO.74?3 rov. 140VAIS BEFORE USE Design valid for use only vAm MlekO connectors. R* design is txlwd only ut= paaneters shown, and Is lot an hxlMdlal building component. not a Inter system. More use. the ixBc9rng designer must vedry the appllcabllty of despot lxaanoters and popedy Incotpofate liftdesign into the overall brndng design. ®achg Indicated Is to prevent buciding or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always tegrhed la stability and to prevent collorm wllh pow"o porsotwl hkuy and popoity datnago. rot general guidance regarding Ono fabrication, storage. delivery. election anal tracing of trusses curl truss Systems. soeANSI/tPi t Quality Criteria. DS8.89 and SCSI Wilding Component 6904 Park* East Blvd. Tampa. FL 33610 Safety IntormaRon available Rom kuss Plato hsilluto. 218 N. too Street. Suite 312. Alexandria. VA 2231 A. Job TrUSS Truss Type oty ply T1t506763 730603 C23G ROOF SPECIAL GIRDER 2 1 Job Reference optional Afn*flCon 6Ulgafa aUPPq, 1Y In11a• maven, rL J.wov .._ ._ _ 5zl . . IO:P?I?ORARNIPrinpt7fu9w5zIE50_xBAW2RjRRLOSGsuaCCarlgKhaKCJ39W14rDHEz1751 LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-3=-60, 3.6=-60, 6.8=-60, 8-9=-60, 16.18= 20, 2-14=-20, 10.13=-20 Concentrated Loads (Ib) Ven:3=-158(F)6= 225(F) 15=413(F) 12_ 329(F)21— 158(F)22=-158(F) 23=-158(F)24= 28(F)25=-28(F)26_ 28(F) WARNING • V dfy dasrgn paramews and READ NOTES ON THIS AND INCLUDED WIEK REFERANCE PAGE M47473 rev. IMMIS BEFORE USE Design v did for use only vAth Ml lek®connoatos. INS design S based only upon paamelers shown, and Is la an Individual building conpononL not a Inns syslcm. Boloo use. the tx/Icing cletignof must voNy the C43plicabliN of design Iwralnelors and ixopaly Incapolalo this design Into Ino overall only. Additional femWary and pefmanent txacing M iTek' lwldng design. Racing Indicated is to proven bmiding of WKMklud tams web ad/or tined rnembefs Is always fecpAod la stabllty and to prevent collapse vAlh possible personal Ir*zy and Ixopody damage. fa gonad guidance fegadtrng the laxlcatbn6 storage. defivery. erection and txaci ng of trusses and Run systems. seoANS1/1PI I Quality Cdtefia, OS9-69 and SCSI Building Component 6904 Parka East Blvd. Safety Intormatfon avollable Iran buss Plato Inslltute, 218 N. too Suoel. SLAW 312, Alexandria. VA 22314. Tampa. FL 33610 Job russ I fuss I ype UTY ply T„sos7e4 739503 1:240 Root Special Garter 2 1 Job Reference (optional) American tsuamrs Oeppry. Weser raven. rl m , ry UU1 ..,... ..w. ........... iPrxt. t7fu_'_ _.. __ __._._.. _.....___..., .__. ... _--- -_ _ _-- - _ _ - IO:P?I?ORARNiPrxipt71u9w5z1 50.OVK3UccAEIg9Wwf_TTEbTFl81eLS271AvxhLMRz 14Lb 1-0-0 5.0.0 7.7.0 11.4.0 15.1.0 18.512 22-2.0 1.0.0 5.0.0 2.7.0 3.9.0 3.9.0 3.4.12 3.8.4 Scale = 1:39 3 40 = 4 NA x6 = 7x6 = 7x8 = 6)c6 = 6x6 = LOADING (pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.62 BC 0.98 WB 0.68 Ma(rix-M) DEFL. In poc) Udell Ud Vert(LL) 0.14 10-11 >999 240 Ven(rL) -0.32 10-11 >814 180 Horz(TL) 0.08 9 rVa nta PLATES GRIP MT20 244/190 Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.9-12 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7.5-2 oc bracing. WEBS 1 Row at midpi 7-9 REACTIONS. (lb/size) 9=1945/0.4.0, 2=1817/0.4-0 Max Horz 2=123(LC 25) Max Uplift 9=-585(LC 8), 2=-539(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3116/883, 3-16=-2769/834, 4.16= 2769/834, 4-5=-2323/688, 5-6=-2323/688, 6.17=-2357l726, 7.17=•2357/726 BOT CHORD 2-12— 819/2707, 11-12=-939/3117, 11-19=-909/2981, 19.20-909/2981, 10-20— 909/2981, 10-2 1 =-726/2357, 9-21=-726/2357 WEBS 3-12=-298/1189, 4-11=-1329/450, 5-11-484/1781, 6-11=-1160/414, 7-10=-368/1501, 7.9=-2973/913, 6.10= 807/238, 4-12— 529/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsi; h=30ft; 8=45111; L=401t; eave=511; Cat. II; Exp B; End., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 585 lb uplift at joint 9 and 539 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 102 lb up at 18-1.4. and 109 lb down and 102 lb up at 20-1.4, and 42 lb down and 20 lb up at 22-0.4 on top chord, and 885 lb down and 318 lb up at 5-0.0, 832 lb down and 329 lb up at 17.6.12, and 49 lb down at 18.1.4, and 49 lb down at 20.1.4 on bottom chord. The designtselection of such connection devlce(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6.8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 8=-16 12-885(B) 17-69(B) 18=-69(8) 19=-832(B) 20=-34(B) 21=-34(B) O WARNING - Vedly dedpn pe ~am and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MO-7473 rev. 144UMIS BEFORE USE Design valkd let use only wnh kAllok® connoctors. Irgs design Istxaed orgy upon paramaters shown. and Is for an Individualividual IUAdIng component, not o lmaspforn. Before use. the building designer must verify the applcadADty of design Ixrrnnotors and popedy hrp cooratoInk design Into the overall building design. bachg Ind icalod Is to povent bucklhrg of UddivlducA trim web and/or chord members orgy. AddillondL temporary and permanenl tx0Jng M iTek' is always regUred far sta"Ity and to pevent collalm vAlh poss"o persordl k*zy and poperty damage. For gerwrad guidance regatdhg the IMxlcatlon, slorago. delivery. erection aril hrocdng of busses and truss systems. seeANSI/IPI I Qua ft Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormaden ovall43le from trim Rate institute. 218 N. Lee Street. Sulle 312. Alesarxhdo. VA 22314. T& nVa. FL 336,0 Job I ruse Truss Type Qty ly Tt1506785 739803 CJt Jack -Open 20 1 Job Reference (optional) American aurlders SupPN• winter haven. rL :xteutf I D:P?I?ORARN1Prxlpt7tu9w5zIE50-HI1 p_RW6obEORLuEUAgDeDSg5OlVSNTYeg 15OKz 174w 1-0-0 100 1-0-0 1.0.0 Scale - 1:8.8 3x4 = 100 100 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. REACTIONS. (lb/size) 3=13/MeChanical, 2=130/0-4.0, 4=-4/Mechanical Max Horz 2=47(LC 10) Max Up11113— 8(LC 10), 2=-70(LC 10). 4=-4(LC 1) Max Grav3=14(LC 15), 2=130(LC 1). 4=14(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30f1; B=45ft; L=40ft; eave=5ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixlly model was used in the analysis and design of this truss. Q "RNWO • Verify dodgn pmemerore and REAO NOTES ON THIS AND WCLUDED AIREK REFERANCE PAGE A07473 roV. Iav"15 BEFORE USE Design vald fa use only w18n Nil lekO connectors. this desIgn Is based only upon r"amelers shown. and is for an hd1Ndal Wilding component. not o Inns system. Bofae use. the bx/drlg designer mtal verily One appxlcabllty, of design rxnanelers and rxorbefty ktcapaato it* design Into the overall Additional temlxttary and permanent Wring WOWbuildingdesign. Racing Indicated Is to prevent txictdtng of WJMd rN buss web and/or chord members orgy. k always tegrAfed for stability and to rrevent Coll apr a with posslslo personal Wury and rxoperty danage. For general gtAdcnce regarding 8, farkbatbn, storago. delivery, orecllon and biarcktg of thaws and troll systems. soeANSI/rP1I Cualily CrltefW, DSO-89 and BCSI Bullcli ng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Leo Strout. Sulto 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type 0 ty ply Tt1506788 739803 CJIA Jack -Open 8 I Job Reference optianel u. Iww...•.:.. _ G. Jun 3a 11 31.15 2017 P-4 I Amencafl Buldets Supply. welter Maven. rL 3359e•.`^v...1....._._.._._....._--..__. ..._. ... -----------__--- -- IO:P?I?ORARNiPrxlpt7fu9w5zlESO-HI 1 p_R W 6obEDRLuEUAg0eOSdKOr2SNTYeg I50Kz174w 1.0-12 0.11.4 t 1-0.12 0.11.4 0-0 2 Scale: 3/4'-V r a11-a LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.01 3 We We BCDL 10.0 Code FSC2014/TPI2007 Matrix-M) Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=158/0-3.4, 4=0/Mechanical, 3=-20/Mechanical Max Horz 5=98(LC 10) Max Upliil5= 33(LC 6). 4=-81(LC 10), 3=-39(LC 10) Max Grav5=158(LC 1), 4=52(LC 8), 3=22(LC 8) FORCES. (lb) - Max..Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or0.11-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10: VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=30ft; 8=451t; L=401t; eave=5ft, Cat. 11; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3. 6) -Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - V dly datlyn pammerars and READ NOTES ON THIS AND INCLUDED MUEK REFERANCE PAGE MD7473 rov. I06=015 BEFORE USE DesW valki la rae Orly vAtn Mllek®connectots. IMs Cknigl Is based orly upon paaneters atawn, and Is for an IndhAd Cd txAdktg component, not a inrss system. Below use. the building designer null verity rte applicabilly of closlgn Ixwarnetors and I"perly Incorporalo IM design Into the overallAddltkxWlIernMaryaidpermanentbracing MOWbuldingdesign. Btctektri truncated is to Ixovont txreMing of trKRMual frtm wob arxi/a meal membets ordyisalwaysroqukodforsktAlryrindtorxevonicollatmWinpoul7lepersonalVVVandIxopenydanage. row general grldonce rogadtg ne 6904 Parka East Blvd. lc-"Icallm storage. delivery. erection and bxactng or Iftmos and In= systerns seeANSIMI I Quality Criteria, DS8.89 and SCSI BuIWIng Component safety Intormanon ovallablle train truss Rae nslllute. 218 N. too Sueal. Sulro 312. AlexatKlAa. VA 22314. Tampa. i. 33610 Job Truss Truss Type N Tf1508797 730803 CJ1B Jack -Open a 1 Job Reference tional American Builders Supply. WrnNr Haven. FL 33660 r.wv s Apr 192016 mn as .. dvitl! . w. H 1 .,v 11..,1.1 ..1. go . ID:P1110RARNiPrxtpt7tu9w5zlE50•HI1 p_R W 6obE0RLuEUAgD.DSai0g1SNTYeg 150Kz 174w 1O.12 0•If-4 1.0.12 0.11.4 6.00 FIT Scale - 1:19.1 5 4 30 = 0111.4 0 11.4 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.23 Ven(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 8lb FT = 204b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=160/0-3-4. 3=-26/Mechanical, 4= 1 /Mechanical Max Horz 5= 11 O(LC 10) Max Uplift5_ 44(LC 8). 3=-63(LC 10), 4- 115(LC 10) Max Grav5=166(LC 17), 3=36(LC 8), 4=77(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.0psf; h=30ft; B=45ft; L=4011; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will III between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except Qt=1b) 4=115. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end ilxlty model was used In the analysis and design of this truss. Q WARNING - Vanity dedgn Paramalsrs and REAO NOTES ON THIS AND INCLUDED AIREK REFERANCE PAGE 107Q3 rev. Id03Rd/S BEFORE USE Design valid lot use only Win fvlllek0connectors. thisclesign Is bawd orgy upon rysanelers shown, any Is for an halvldual bulding component, not a tnrss system. 6cloto 1ao. the txAdng deslgnur must vority, the ap PIIC0bllty 01 doAln paaneters and properly Incorporate Itds design Into the overall txddIng design. Bracing Indicated is to prevent txtcldi g or h M dudl tam web and/or etwrd members only. Additional temporary and permanent tracing M iTek' Is erways tecluked for stability and to prevent collapse vAlh tossblle personal blkly and property damage For general Guidance tegadrg the latrlcallon, storage. dollvety. erection arld hacing of Irussm and truss systems. soeMSI/IPI I Quality Criteria, DS649 and SCSI suOding Component 6904 Parks East Blvd. Safety Irdotmatton availablo tom truss Plate Institute. 219 N. Lee Shoot. Stile 312. Nexanaldo. VAY2314. Tarrpa. FL 33610 Job runs Truss Type aty ply T1t506788 739803 CJ3 Jack -Open 14 t Job Reference (optional) American Builders 5aPPb• wttlter Maven. fL ;Csetru ....-.....y...... ID:P?I?ORARNiPrxtpt7fu9w5zlE50-IUbCCrnxkZvM43VTR2tLSAR?gHoChBglhtKneYmz 174v 1-0-0 3." 0.0 3-0-0 Scale - 1:14.0 2x4 = 3-0-0 1 LOADING(psf) SPACING- 2.0.0 CSI. I DEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Ven(rL) 0.01 4.5 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) I 0.00 3 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 12 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 OTHERS 20 SP No.3 REACTIONS. (lb/size) 5=195/0-8.0, 3=69/Mechanical, 4=28IMechanleal Max Horz 5=85(LC 10) Max Uplift5=-67(LC 10), 3=-45(LC 10) Max Grav5=195(LC 1), 3=71(LC 15), 4=51(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=4011: eave=511; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. O WARNING - Verify detdgn pantmeten and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M9.7473 rev. 1603MIS BEFORE USE. Design valid for use only wllh Miek®conneCtors. IMsdeslgl is lxssod only upon parameters showx and Is fa an kv*Aducd trading component. not a trim syslorn. Before use. the txllalng designer mttst verity the applllcal lfy of design lxxanotols aril ptoperiy hncorpotale this deaden Into the overall txddng design. Racing IrWkated Is to prevent budding of Individual truss web and/or chard memtx4s only. Additional temporary and potmanenl tracing MiTek' Is always rogJred for staltBlty and to prevent collapse win poss9xo personal Wuy and propOrty damage. For general Guidance regadtng the fatxlcallm storage. delivery, erection and lAOCI ng of trusses and truss systems. seaANSI/IPI I Quality Cdfeda. DSO-89 and SCSI Building Component 6904 Parka East Blvd safety Information avdlotAo ftorn truss Rate Institute. 218 N. Leo Sieet. Sul to 312, Aloxandrla. VA 22314. Tampa, FL 33610 I puss Truss Type oty ply T1t506789ljob739803CJ3AJack -Open 8 t Job Reference Gorwl C.: I..n'lfl tf '!f •1C Nltx Pnn l AmericanBuiklarsSupply. winter Haven.K3;teeo r.... ...... ...__..._...._ .....__.._..----- --•-- ID:P?I?ORARNIPrxlpt7fu9wSZIE50-IUbCCnXkZVM43VrR2tLSAR?I o97BgjhtKneYmz174v 14.12 2.11.4 1 0 12 2.11.4 9 30 = Scale . 1:20.7 LOADING(psf) SPACING- 2-" CSI. DEFL. In poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.51 V@rt(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=198/0-3-4, 3=66/Mechanical, 4=27/Mechanical Max Horz 5=134(LC 10) Max Uplifts=-14(LC 10), 3=-70(LC 10), 4=-21(LC 10) Max Grav5=198(LC 1), 3=76(LC 15), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=301t; 8=451t: L=4011; eave=5ft; Cat. II; Exp B; Encl., GCPI=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNWO - VWdy dasfpn prvamoters and READ NOTES ON THIS AND WCLUDED M/TEK REFERANCE PAGE 607473 rov. IaWMOIS BEFORE USE. Qo*jn valkl lot use only w18t KleM Conrwctots. iltls design is basod only upon paaneters shown. and h for an Individual building component, not a Inter system. Belao use. the building designer nital vody the a4)pllCC9AIIy of design pclranwlors and property Itcotpetote this design Into the ovotall orgy. Acdc911onal tornpoaay and permanent txocmg WOWIxBdngdesignBracingIldicalodIstopreventbucklingofIndNkWrfinnsweband/or chord members Is always teclUred for slotAlly and to pxevenl collapse with rmsslble personal Injury ad property danage. for genetat gU IatCo regarding the orlcollm storoge, celfvery, auction and txocing of Inraos and lass systems. WOANS1/IPI I Quality CnleAa, DS8.89 are SCSI 8ullding Component 6904 Parka East Blvd. Safety lnformatlon avc0atxe from truss Plate tnstltute. 218 N. 1eo Street. Srlle 312. Alexandria. VA 22314. Tempe, FL 33610 Job russ Truss Type oty Ply T11606790 739603 CJ38 ROOF SPECIAL 2 1 Job Reference (optional) Inn C.: I.,n n 11 '11 t7 Jf117 P.n. I Am4nean Builders SUPPry, wmisr Eleven. EL SMGY .. t7f gwS .._ __.. __ ._ .. 10:P?I?ORARNIPrxlpt71u9w5zIE50.Og9aP7YNJCUxgf2dcbshleY?YCXIwHkgSzW 840z 174u t-t-1 3-0-0 1.1.1 1.10.15 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) 0.01 5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(rL) 0.01 3 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=112/0-4-0, 3=72/Mechanlcal, 4=40/Mechanical Max Horz6=60(LC 10) Max Upl1116= 8(LC 6), 3=-44(LC 10), 4_ 2(LC 10) Max Grav6=112(LC 1). 3=74(LC 15), 4=50(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale . 1:14.0 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 3-0.0 oc puriins, except end verticals. Rigid ceiling directly applied or 6.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t: B=45111; L=40ft; eave=5lt; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 7) -Semi-rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verily deslyn Peraeretere and READ NOTES ON THIS AND INCLUDED NFTEK REFERANCE PACE A11-7473 rev. fOrOt MIS BEFORE USE DWM vdld for use ordy wllh Mlekt9 connocfors R* dedM h based ordy uiM paaamolers shown. and Is la an hdlvlUtd txddhlg component. not a puss systo n Bele(e use. the Ixddng designer must vedty mo at)JAICablity, of design lxnalnetors aril pwpoay Incorporate this design Into tho overallAddlkxxdtornpororyaaapormaranttxachlg MOWtx11dk1gdoslgn. Brochg hlalcoted Is to Ixovonl lxrckllrlg of kldk4dual lass wob and/a chord rnembLrs oNy. Is always rect hed for skdAlly and to fxevenl collapse with possible personal f*rry and properly, cksmage. For Gonotal guidance regarding th0 latxIcatkxl, storage. devvery. erection aril bracing of Intsses cued truss systems. sovANSI/fPI I Quality Criteria. OSS-89 and SCSI building Component 6904 Parks Elm Blvd. Tampa, FL 33610SolelyInformationavailableeomtrussRateInstitute. 218 N. too Sheol. Suite 312. Alexancido. VA 22314. Job I russ Truss Type tY T1150879t 739803 CJ3T JACK -OPEN 4 1 Job Reference (optional) Ametrc4n Butlaare soppy, winter seven, t-L'sraeu 10:P?I9ORARNiPrxlpt7fu9w5zlE50.Og9aP7YNJCUxgf2dabsh1eY?UCYNwHVg5zWB40zI74u 2.4-0 1-0-0 2-4-0 Scale . 1:14.0 2x4 = 2.4-0 2.4.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.01 7 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.05 Vert(rL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(rL) 0.01 5 rVa n1a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 13 lb FT = 204b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudlns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=195/0.4.0, 4=90/Mechanical, 5=8/Mechanical Max Horz8=85(LC 10) Max Up11118_ 67(LC 10). 4=-41(LC 10) Max Grav8=195(LC 1), 4=93(LC 15). 5=15(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL--6.Opsf; h=3011; B=45ft; L=40ft; eave=511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of taus to bearing plate capable of withstanding 100 lb uplift at )oint(s) 8, 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNWO • VMt dedpn pamne ro end READ NOTES ON nO AND INCLUDED NHEK REFERANCE PAGE M117473 rov. I00340IS BEFORE USE Design vdikl for use only Win Mllek® connectors. IMs design Is based orgy upon parameters shown, and Is let an Individual building comr>onent, not a tnra system. Before ice, the milling designer mttsl verity the g)j)llcabllry of design parameters and Ixopedy nco0xxote mfs design Into the ovolall balding design. tyacng indicated Is to prevent Ixtcatng of Individual Irtm web and/or chord rnemb ets only. Additional lemlxxary and permanent bxooN M iTek' is always regthod for statAlty and to Ixevent collorm Wth Ixxsttla personal IVt" and lxopoM damage. For general guidance tegadtng iho latxk:alkxt storago. delivery. erection <md bracing of Irkmas and truss systems, soeANSI/IPI I Quality Criteria. DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon ovallotxo from Cuss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tanya. FL 33610 Job Truss Truss Type City Ply Tt1506792 739803 CJS JACK -OPEN 4 1 Job Reference Lionel Annatncan tswiaere Suppry. Winter maven. 1-L JJatrU ...+v a ry.... .... ........ ............. ..._. ....... __ ..._..._ __.. __ - 10:P?I?ORARNiPrxtpt7fu9wSZIE50-itlydTY74Wcolodp9lNwfs46ocrUfkC KdGkfz1741 5-0-0 1.0.0 5.0-0 Scale. 1:1 B.9 5x6 = 5-0-0 5-0-0 Plate Offsets (X Y)- 15.0-2 9 0.2 71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(rL) -0.07 4.5 >854 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.02 3 rVa rVa BCOL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: IS lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. OTHERS 20 SP No.3 REACTIONS. (ib/slze) 5=269/0-4.0, 3=129/Meehanical, 4=54/Mechanical Max Horz5=123(LC 10) Max Uplift5= 71(LC 10), 3= 81(LC 10) Max Grav5=269(LC 1), 3=130(LC 15). 4=89(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=6.Opsf; h=3011; B=45ft; L=40ft; eave=5ft; Cat. If: Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.3. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING. VaUy dedgn parameters and READ NOTES ON THIS ANO /NCLUOEO WTEK REFERANCE PAGE NP7473 tev. 169VAIS BEFORE USE. Design valid for use only wllh IvIl Iak6 connectors Ir11s design is b mod only upon parameters sown. and Is got an trvJlvlduat IxAding component. o1 a Inns syslern. Before use. the build tg designer must verity the appAlcablilry of design p asanelem and piopetty Incot otato ihh design Into the overall btdding design. Racing Indicated Is to prevent buckling of Individual! Inns web and/or chord members only. Additional temporary cod permanent tracing MiTe k' It aAvays retained fa stability and to prevent collapse with possible personal Iryuy and p ioporry damage. Fa general guidance tegadng the lob fIcatkrn. storage, delivery, aieetkrn and tracing of Intsses and trim systems. seeANSVIPl1 Quality Cdlada. DS6-49 and SCSI Building Component 6904 Parka East Blvd. Salary Information available train trust Plate Institute, 218 N. Lee Slioal. Suale 312. Adexandilo. VA 22314. Tarnga. FL 33610 Job runs Truss Type Qty ply Ttt506793 739803 CJST JACK -OPEN 4 1 Job Reference konal C.. I..n 'la —1r•l0 r] Pnn.t AMS(Can Cu1108111 4UPP1Y• winter raven, rk.uoov-- 1 O:P?I?ORARNiPrxtpt7fugw5zl E50-itiydTY?4Wcolodp9lNwfs46ncta(k,l_KdGlcfz 174t 14-0 2-4-0 5.0-0 t-0-0 2.4-0 2.80 Scale . 1:18.9 2x4 = 2.4-0 2-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.10 7 580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Ven(rL) 0.14 7 422 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(rL) 0.07 5 rVa rVa BCDL 10.0 Code FBC20141TPI2007 Matrix-S) Weight: 20lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=269/0-4-0, 4=156/Mechanical, 5=27/Mechanical Max Horz8=123(LC 10) Max Uplifl8= 71(LC 10), 4=-84(LC 10) Max Grav8=269(LC 1), 4=158(LC 15). 5=55(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-8=-261/192 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7.10: VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=6.Opsh h=3011: 8=45ft; L=40ft; eave=5ft; Cal. If: Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSt/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNWO . VaAry dedgn perimeters and READ NOTES ON TN1S AND INCLUDED WMK REFERANCE PAGE MIF7472 rov. 140Mt6 BEFORE USE. Oosllpt valid for use only vAth MI lek® connectots. hits deskln b txaed only upon "amoters shown. and is ter an kK1MduC l "ding component. not a liras syslem. Bogota use. the Ixd dno durslgrwr mull verify the <gtplleabGlly of dedGn pxscanotots ( W Ixolerly Incaroralo Iltb design Into Ilse ovetdl Inns members only. Addlloncil lem"M and permanent txocing M iTek' building design. Bracing Indicated Is to Wevent bxtcldklg of IndMducil web and/of chord b ctwoys ro%kod for stab011y and to rxevenl co9arxe wllh l)oss971e rorsorlrb trtptry and Ixopo" damage. For genotaigrddortce tegardlrtg the krtx1colbn. storctgo. delNery, ereclkxt and bxaCing of lnases chit truss systems soeANSVMI I QuaSly Cribada, DSS-89 MI41 SCSI Building Componanl 6004 Parka East Blvd. Safely Information o"atxe from truss Plato Institute. 216 N. Lee Street. Stdlo 312. Maxandrla. VA 22314. Tarrpa. FL 33610 Job russ Truss Type ry T1t506794 739803 O1 Common 2 1 Job Reference (optional) American Buddets Supply. Winter rfaven. I'L 33M . o,v . Ap... c...o .. 4% mv........ ,...4r. ,..,.... ... , ...v. . ID:P?I?ORARNiPndpt7fu9w5zIESO-A3GKgpZdrgkMryCOi0v9o3dG_?Au0Ar7ZH?I95z 174S 6.2-0 12.4.0 6.2.0 6.2-0 4A m 6 2x4 11 LOADING(pSf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 10.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 6=482/Mechanical, 4=482/Mechanical Max Horz 6-135(LC 8) Max Upiilt6_ 106(LC 10), 4=-106(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-471/229, 2.3- 471/229, 1.6- 424/236, 3.4-424/236 WEBS 1-5- 22/287, 3.5=-22/288 4x6 = 4x8 = 4 20 II Scale: 3/8'.1' DEFL. In loc) Well Ud PLATES GRIP Ven(LL) 0.03 4-5 999 240 MT20 244/190 Ven(TL) 0.06 4-5 999 ISO Horz(fL) 0.00 4 n/a r1/a Weight: 68 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDt--4.2psf; BCDl-=6.Opsh h=30ft; B=451t; L=4011; eave=51C Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 6=106. 4=106. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING - VWW dosfyn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M9.7473 rov. 1401"MIS BEFORE USE Dostgn valid for use only with Mllck®conrwclors. Bnh dwlgn h tamed only upon pararnoters snewn. and Is for an kWhAdual Ixdding componwnL not a mss system. Belao use, the Ixaalng cleslgnot must vedly the alxtllcabilty or design "aneters and Ixoperly hcorporatu this design Into the overall txanlng design Bracing Indicated Is to Ixovenl txrciding or Individual truss web and/or chord mombers only. Ackltlonal lomlxxay and permanent bracing MiTek' is always required lat sta1011y and to Ixevonl collapse Win possble personal "and Ixopetty damage. For general guidance togadyng he raxkalkxL storage, delivery. erection and Mating of busses anal truss systems. seeAN$l/tPl I Quality Criteria, DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovalaMe lean truss Plate Institute. 218 H. Leo Skeet, Sulto 312. Alexandria. VA 22314 Tempo. FL 33610 Job Truss Tfuss Type ry T11506795 739803 02G Hip GirderI JO2 t Job Reference tinall Nnrelrtan outsets guppy. winter Haven. rk a.wov ^_ _..r.._ -_ _ --. _.. ...---.---• ---.. ------ __ - _ -- -- IO:P?I?ORARNIPnnpt7tu9w5z1E5O-eFgi 19afc7sW X6nCHjOOLHATNP W a7bPHoxlrhxzl 74r 5.0.0 7.4.0 12.4.0 5.0.0 2.4.0 540 4x, 40 = 40 = 640 = e 40 = 2x4 II 2x4 11 Scale . 1:27.0 5-0-0 2.4.0 5-0-0 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) 0.03 7.8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Ven(TL) 0.06 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(rL) 0.00 5 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 69lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=670/Mechanical, 5=670/Mechanical Max Horz8=-123(LC 6) Max Up1ift8=-335(LC 8), 5=-335(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-730/433, 2-9= 595/424, 3-9= 595/424, 3-4=-730/433, 1.8= 620/361, 4.5= 620/361 BOT CHORD 7-10_ 331/628, 6-10=-331/628 WEBS 1-7= 333/617, 4-6= 334/618 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Ops1; h=3011; 8=45f1; L=40ft; eave=51t; Cat. II; Exp B: Encl.. GCpl--0.18: MWFRS (directional); end vertical left and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 8=335. 5=335. 8) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 129 lb up at 5-0-0, and 115 lb down and 125 lb up at 6-2-0, and 113 lb down and 129 lb up at 7-4-0 on top chord, and 143 lb down and 128 lb up at 5.0-0, and 50 lb down and 25 lb up at 6-2-0, and 143 lb down and 128 lb up at 7-3-4 on bottom chord. The design/selection of such connecti6n device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Van: 1-2=-60, 2.3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 2=-69(8) 3=-69(B) 7_ 70(B) 6=-70(B) 9=-69(8) 10=-31(B) WARNING - Vadly dodyn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PACE Am-7473 rev. 1002MIS BEFORE USE DOOM valid lot use only vAth Mllek® conneclors. this des in is Iced only upon McaneleR arlowrl. and is la an tWMdKil building component. not a truss systdnn. W1010 use. tto lxAid in g deslgrot must verily Ito a1x111eab11ty of des0i patanolors and ptopelly hIC0001<110 01b down Into llo overall only. Additional temporary and lwllnanent ixactng M iTek' Ixading design. ®gang Indicated Is to lxovenl txrcMlrlg of lnclWtral Russ web and/of chord members S always tegtrhed la statAly and to proven collarne YAM po x personal "jy and rx(Vafty danape. ra Oeroral grAdalce regadrp Bo fatxkallm slocago, dollvery. oloction grid IxocbV of fnlsses and Inks systems swANSI/TPI I Cuatily Criteria, OSS-69 and SCSI BuBding Component 6904 Parke East Blvd. Sahli Information ovdlalAe from truss Rate Instilulo. 21e N. too Street. Suite 312. Alexandria. VA 22314. Tarlpa. FL 33610 Job russ Truss Type ty, Ta 15067ti6 739803 F.12 Jack -Open 4 t Job Reference(optional) ArMtican Sudden Supply, Winter Haven. FL 33M 7.64u s Apr re [uio mt i es mausums, mc, rn dun oa 1 r o r.ca ca r r Pape l I D: P?I?ORARNiPrxtpt71u9w5zl ESO-eFgil9aFc7s W X6nCHI00LHAPaPW 97eiHoxlrhXz174r 1-0 12 1-10-e 1:912 1-10.8 LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.60 TCOL 10.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Scale a 1:20.5 DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.01 4-5 >999 240 MT20 244/190 Ven(rL) 0.01 4-5 >999 180 HOrz(TL) -0.06 3 n/a rJa Weight: 11 lb FT = 2040 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=167/0-5-4, 3=29/Mechanical, 4=14/Mechanical Max Harz 5=128(LC 10) Max Uplift5=-20(LC 6). 3_ 67(LC 10), 4_ 55(LC 10) Max Grav5=167(LC 1), 3=49(LC 15), 4=51(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or I.10.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCOL=6.Opsf; h=30ft; B=45fl; L=4011; eave=5ft; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5, 3, 4. 6)'Semi-rigid pitchbreaks with lixed heels' Member end fixity, model was used in the analysis and design of this truss. Q WARNING - VwW dedpn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 0107173 rev. 1ri0 =IS BEFORE USE Design valid for use only v41h Mlck®connectas. this deslgn Is based only upon parameters shown. and Is da an hNNck" building component. not a Inns system. bolae use. the building designer must verify the applicability of design pcnamelers and ptoplerly I ncorpotate thb cleslen Into the ovornll txddng design. tyockV Indicated Is to prevent buckltrng of Individual Inm web and/or chord members only. Additional temporary and pomnarenl txwV* M iTek' is always fegJred for stability and to prevent collapse with possible personal property damage. rod general Guidance tegardng the fcdrkallm storage. delivery, orrtctkrn and txacing of Inmos and Miss systems soaANSI/IPI I Quality Criteria, OSS-89 and SCSI BuiWing Component 6904 Parke East Blvd Safety Information available from truss Role Institute. 218 N. Leo Sttool. Sidle 312. Alexandria. VA 22314. Tampa. FL 336s0 Job Truss Truss Type ry Ply T11SO6797 739803 E.03 Jack -Open 8 1 Job Reference o tronal 0 20 American Butdets Supply. Winter Haven. FL 33880 ...... ID:P?I?ORARNIPrxtpt7fu9w5zlE50-efgi 19aFc7sW X6nCHIOOLHAPRP W37eiHoxlrhXz174r 1.0.12 1.11.4 1Z- 2 1.11.4 3x4 = 1.11.4 1.11 4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) 0.01 4.5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Ven(rL) 0.01 4-5 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=168/0-3.4, 3=32/Mechanical, 4=15/Mechanieal Max Horz 5=129(LC 10) Max Uplifts- 19(LC 6), 3- 68(LC 10). 4=-53(LC 10) Max Grav 5=168(LC 1). 3=51(LC 15). 4=50(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:20.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20'. Structural wood sheathing directly applied or 1.11-4 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=30ft; 8=45ft. L=40ft; eave=511; Cat. II; Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exlenor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARMING - Vadry deerpn pera mtere and READ NOTES ON nfiS AND WCLUDEDWMK REFERANCE PAGE M867473 rev. IO WMiS BEFORE USE Design valid for use orty wllh Mltek®connectots. thh design Is based orgy upon patanelers Mown. and Is lot an hdlviclual txddhg component, not a Inm syslom. bolore use. Iho Whaling designer must veiny the applIcablilty of <lustgn patomolers aril proporly incorporale this <ktslgn Into Iho overall Additional tomporary and perrnarml btaChng M iTek' building design. Bracing lndicaled Is to pevent buckling of IndWucd Inca web and/or chord members only. R always secpkad for stability and to prevent edlapso Win possible personal "and poorly, danago. For general guidance rogadhng the rabrica110ix storage. delivery. erection and txachg of tnraes and trim sysloms. soeANSI/TPI I Quality Criteria. DSB-a9 and 8CSt BuOding Component 6904 Parke Ears Blvd. Safety Information ava"No from truss Plate Institute. 218 N. toe Strout. Suito 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type oty ply Tt1506798 739803 EJS JACK -OPEN 8 t Job Reference tional Arnerrosn rsuroaere sWPIV. wmrer Haven. rr. asew ..,, o..t,.......... ......... ..........,... ..._.... __.. __ ..._.._. __.. . __ . ID:P?I?ORARNiPrxtpt7(u9wr5zlE50.6RO4FVbtNR_N9GMOrRxdtUid2ptBs5yOObUPD_z 174q o-o 5-0-0 r Scale . 1:18.9 5x6 = 5-0-0 5-D'0 Plate Offsets MY)— 5.0.2-8 0.2-71 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In pot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.03 4-5 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.25 Ven(rL) -0.07 4.5 >854 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 18lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=269/0-4-0, 3=129/Mechanical, 4=54/Mechanical Max Horz5=123(LC 10) Max Upl1115= 71(LC 10), U-81(LC 10) Max Gravy=269(LC 1). 3=130(LC 15), 4=e9(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=3011; 8=45ft; L=40ft; eave=51t; Cat. II; Exp 8; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at Jolnt(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO - Verily deerpn pammsrere aped READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PACE MD7173 rev. 1som#$ BEFORE USE Design valid for use only with Mlfek® connectors. RYs design Is based only L4)7n pY3101110lers shown. and Is too an hdlvidral txddhg component. rat a ktm system. Wforo uso. the building deslgnoo must verify Ito CIVOICab8tty of design pxxao nolors and lxopedy Incorporate this design Into the overall building design. Brachg Inckoled Is to prevent buckling of Individual Inns web and/a chard members only. Additional temporary and permanent Ixctcing MiTe k' h always togrJted foe stdl8lty and to prevent eollalm with p oss•lle personal hloly and Ixopony darnoge rot gonetal gtrlda nce reg tclho ho fabricalkw% storago. delivery. erection and bracing of Innses cxvj truss systems. seeANSU IPI I Quality Criteria, OSS-89 and SCSI /ulWing Component 6904 Perks East Blvd. Safety Information avalkdHe from truss Plato Institute. 218 N. Leo Stroet. Strito 312. Aloxancido. VA 22314. Tamps. FL 33610 Job rust Truss Type 0 ty T11SO6799 739803 EJ5A Jack -Onpe 6 1 Job Reference tional Armtem Builders Supply. waiter Haven. FL 33M -V a'Wi I.-.o ..... an ....,,.SU-3....C.....0.. ...........- . ID:P?I?ORARN1Prxtpt7fugw5zlE50.61`104FVbtNR_N9GMOrRxdtUixHpors5yOObUPD z174q 1 -0.12 4.11.4 4-11.4 4x6 = LOADING (pst) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.79 TCDL 10.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=271/0.3.4, 3=129/Mechanical, 4=51/Mechanical Max Horz 5= 1 72(LC 10) Max Upliil5_ 31(LC 10). 3=-104(LC 10), 4- 5(LC 10) Max Grav5=271(LC 1), 3=136(LC 15), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Scale . 1:25.6 4-I1.4 4.11.A DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.06 4-5 >923 240 MT20 244/190 Vert(TL) -0.07 4-5 >852 180 Horz(rL) -0.15 3 n/a rVa Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) VaSd=108mph; TCDL=4.2psf: BCDL=6.Opsh h=30ft: B=4511; L=4011; eave=511: Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5, 4 except at--Ib) 3=104. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNINO - verily dedpn p&mrWwv and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 rev. IdV312095 BEFORE USE Design valkl la use orgy vAth Mllek® connectors. Irgs desW is lxx wd only upon paiamelars shown. and Is lot an Individual txAding comlonnt. not ct Oral system. Beloto taw. the IxMcArKl deslgnot mtrst vodly the apolCatAlly of design Ixaanoters aril Ixoporty Incorloaato 8sb design silo the ovorcdl Ixldslg design. backing a,dleated Is to rxevent buclding of IrrdMdttcl trim wob aria/or chord members only. Addllbrwl temporary arid permanenl brocltlg M iTek' is always regrlrod for stat)Wty anti to prevent coilcgx o vAth poss8xe persala Iryuy ail lxorwny danoge For Dental gi dck=e iegading ttre klxICakM slorago, dellvery, erection and txacstg of fritsses arid trim systems soeANSI/1PI l Quality Cdteda. DS8.89 and SCSI Building Component 6004 Parke East Blvd. Safety Irgrmoatlon available Item truss Plate Institute. 218 N. Lee Slieet. Stile 312. AloxarWVA 22314. Tampa. fL East 0 erW. nP Job Truss Truss Type N T17508800 730803 EJ7 JACK -OPEN 2 f Job Reference (optional) American nueaers wpprj. wmrer noven. rL.uow..._...r..___._.•_.__...____.__, ..._. ... __.. __..._..____. _ _ ID:P')I?ORARNiPrxtpt7fu9w5zlE50-aeyTSrcV816EnOxb08SsOiFik087bYCaFFEy1Oz 174p 1-04 7.0.0 1-0-0 7.0-0 6x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=346/0.4-0, 3=187/Mechanical, 4=79/Mechanical Max Horz 5=161(LC 10) Max Uplih5= 78(LC 10). 3=-116(LC 10) Max Grav5=346(LC 1), 3=188(LC 15), 4=126(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-289/241 Scale . 1:24.4 DEFL. in (loc) Udell Ud PLATES GRIP Ven(LL) 0.11 4.5 >776 240 MT20 244/190 Ven(fL) -0.27 4-5 >301 180 HOrz(TL) 0.06 3 We I'Va Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=3011; 8=45ft; L=40f1; eave=511; Cat.11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5 except Qt=lb) 3=116. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING - Verily dadpn peramotors and READ NOTES ON rNIS AND INCLUDED MlrEK REFERANCE PAGE MD7473 rev. 10 MOS BEFORE USE. Design valks for use only vAlh Ml lekS conneclors. this design Is Wised only upon lxsrdtmelers shown, and Is fof ah IndNk0.tal tAgding component, not a truss system. Before uae. Ite IxOdlfng designer must verity the applICatAlly of design pmaneters and pxoperty Incorporate this design Into the overdil bu ldhhg design. aachg Indicated Is to prevent budding of ImAvidu l Inns web aril/or chord members only. Additional temporary and permanent bracahg WOW Is always roclu4od for slatAlN and to prevent collapse with lxmM1e porsoral hMy and property damage. rot general guidanceonce regarding the labk:< tbn. sladtgo, dellvery, etecllon and tracing or trusses and truss systems, uwANSI/TPI I Quality Cnterla. OSS49 and SCSI Wilding Component 6904 Parke East Blvd. Safety IMormatlon available from Inns Rate Institute. 218 N. lee Street. Suite 312. Alexardto. VA 22314. Tango. FL 33610 Job runs Truss Type Oly Illy T„s06e0, 738803 EJ77 JACK -OPEN 8 t Job Reference(optional) Arnencan tsunoere Supply. wetter seven, rL JJe04 ...-.....r.- ID:P?I?ORARN1Prxtpt7fu9w5zlE5O-aeyTSrcV816EnOxbO8SsOiFhFDCvbXtaFFEylOz 174p t-0-0 2d-0 7.0.0 1-0-0 2d 0 4.8-0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.29 7 277 240 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Ven(rL) 0.43 7 191 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.21 5 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=346/0-4-0. 4=218/Mechanleal, 5=47/Mechanlcal Max Horz 8=1 61 (LC 10) Max Uplift8= 78(LC 10), 4=-125(LC 10) Max Grav8=346(LC 1). 4=220(LC 15). 5=95(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-351/225 Scale - 1:24.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=30ft; B=45h; L=4011; eave=5f1; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 4=125. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO - VerW dedpn parameters and READ NOTES ON THIS AND WCLUDED afREK REFERANCE PAGE 1101.7473 rev. IUOMIS BEFORE USE Design vdkl for use only Win Mltek® connectors. this design S based only upon roialneters snows. aril is lot an Individual bolding component. not a lam system. Beloto uso. Ire IxRdhg closigner must verily the 0WICabllty of design lorametefs and Ixop oily hcogoiate this design Into the ovovw only. Additional temporary, and pormanonl LxaCing M iTek' tx6dtrlp design. Bracho Indicated Is to Ixovenl bucahg or Individual truss web and/or chord members Is always tecluked lot slotAlly and to prevent collorm wllh IosdAe personal "and pxol"y damage. For Aotetal guidance regarding the lobficalion, stotage. delivery. etacilorn aril tracing or tames and tam systems. weANSIfM I Quality Criteria. OSS-89 and SCSI Bullding Component 6004 Parke East Blvd. Safety InformaSon avallabie Dorn buss Nate InsONto. 218 N. Lee Street. Salto 312. Alexorxlrla. VA 22314. Tampa. FL 33610 Job Buss Truss Type Qty pry T11506802 739803 EJPW JACK -OPEN SUPPORTED 2 1 Job Reference (optional) AmerKan Builders Supply. winter Maven. I-L 33519e o.w.uwa.. . ... ....... ........... IF.«... . 10:P?I?ORARNiPrxtpt71t19w5zl ESO-aeyTSrcVB16EnOxbOSSsOaFs5DFsbX6aFFEylOz 174p S-0-0 5-0-0 20 6 6 4 20 = 214 If 20 11 LOADING (psi) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 10.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2014lrP12007 Matrix) DEFL. In floc) Well L/d Vert(LL) n/a We 999 Vert(TL) We - rVa 999 Horz(rL) -0.00 4 n/a rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=94/5-0-0, 4=43/5-0-0, 5=239/5.0.0 Max Horz 6=89(LC 10) Max Uplifl4— 11(LC 10). 5=-101(LC 10) Max Grav6=94(LC 1), 4=43(LC 1), 5=243(LC IS) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:18.9 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140Mph (3-second gust) Vasd=IOBmph: TCDL=4.2psf; BCDL=6.Opst; h=301t; B=451t; L=4011; eave=211; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except (jt=lb) 5=101. 10) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. O WARNING - yM/y design parametare end READ NOTES ON THIS AND INCLUDED AMX REFERANCE PAGE A07479 rev. IMMI S BEFORE USE. Design valid lot use only wAlh Mllek® conneClors. Ols design k tXned orgy tom rxisamolers shown. and Is lot an IWMd al building Component. not o truss system. Before use. the buildng designer must veAfy the applicability of dersdgn rxuameters and properly hlcogwralo this design Into Ito overall txadttg design. Bracing lhdicaled Is to prevent bucMing of kx9Ndual truss web and/or chord members only. Adt9llonal temporary and petrnarml tracing MOW Is always rectulrod for slabllly and to pxovenl collapse Win Ixss*Ao personal Iryuay, end pxgx3rty daatago. ra general guidance regadnlg the lebrlcatIM Storage. alelNory, election and bratcfrlg of trusses and MASS. systems. secANSI/IPI I Quality CdheAo. DS1149 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Stile 312. Aloxandrla. VA 22314. Tmtper. FL 33610 Job Truss Truss Type ty P y Tt1508803 739803 FIG Roof Special Girder 2 eeG 1 Job Reference(optional) AMerKon 5401114M SWPH, winner maven. M o;Mav ...,.....r,, .......,......... .......__ . _v_ . ID:P?I?ORARNiPrxlpt7fu9w5zlE5O.2gWrgBc7v2E5OaW n yrz5yvoyLdXiKm4jUvzW Isz174o 4.9-0 6.1-0 8.8.4 12.2-0 4.9-0 1.4-0 2-7.4 3.5-12 6 00 t 2 5x8 11 I= _ Sx8 MT20HS LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 1-8: 2x6 SP No.2, 2-8: 20 SP No.2 REACTIONS. (Ib/size) 8=6003/0-4-0, 5=6427/0.4-0 Max Horz8=-91(LC 25) Max Uplift8=-1380(LC 8), 5=-1447(LC 8) Scale . 1:24.8 CSI. DEFL. in loc) Itdell Ud PLATES GRIP TC 0.50 Ven(LL) -0.08 6.7 >999 240 MT20 244/190 BC 0.37 Vert(TL) -0.20 6-7 >719 180 MT20HS 187/143 INS 0.98 Horz(TL) 0.02 5 n/a We Matrix-M) Weight: 169 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.9-0 oc puffins, except end Verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2- 302l75, 2-3= 8746/2024. 3-4=-8868/2063, 4-5=-8979/2024 BOT CHORD 8-12- 1732l7950, 12.13=-1732l7950, 7.13=-1732/7950, 7-14=-1245/5776, 14-15=-1245/5776, 15-16=-1245/5776. 6-16=-1245/5776, 6-17=-1759l7952, 5-17=-1759/7952 WEBS 2-8=-8817=16, 2.7=-243l734, 3-7=-116815169, 3.6- 822/3484 NOTES- 1) 2- ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; B=4511; L=40111; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1380. 5=1447. 10) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1854 lb down and 434 lb up at 1-10-0, 1854 lb down and 434 lb up at 3-10-0. 1854 lb down and 434 lb up at 5-2.14, 1479 lb down and 341 lb up at 6.6-14, 1479 lb down and 341 lb up at 8-2-0, and 1479 lb down and 341 lb up at 9.9.2, and 1479 lb down and 341)b up at 11-4-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard Q WARNING - Verily dedyn jewametere and READ NOTES ON DO AND INCLUDED AMEX REFERANCE PAGE M&7473 rev. rd03MS BEFORE USE Desl®t vdkf log use only W ih Ml lekO conneclors. this design is based only upon pciamolem showrL and is for an YxlMdual bulding cofnporent. nor a htas system. Below use. the Ix/ldhng designer musl verily the cigtllcalAily, of design parainelers oral Ixopoily hncor prole this design Into the overall txMdng design. Bracing Vx9caled Is to gxevent budding of lrxllvldtxl huts web and/or chard meinbom only. Addltlond leinpogay, and perrnanoni Ixcidng MiTe k' is always required lot skd)Qlty and to prevent collapse with POss9xe personal "By and ixofxiny damage. Foi general guidance regading the klxkatlorx storage, dolivery, oteclkxn cries Ix<ahng of misses <axl Inns systeins, x"NSI/fW I Qualify, Criteria, OS9-419 and SCSI Building Component 6904 Parke East Blvd Safety Information avdlalxe Kan burs Pkile Institute. 218 N. Lee Street. Stile 312. Alexondrio. VA 22314. Tempo, FL 33610 Job cuss Truss Type Qty Ply T1I506803 739803 FIG Roof Special Girder 2 L2 Job Reference optional Ye Mr) Dw wl AMOMAIn aUPOere JUPPIy. wmier noven, rL ,e,yeeV ..-7 F ..r 10:P?I?ORARNiPrxlpt7fu9w5zIE50-2q W rg8c7v2E50aW tlyrz5yvoyLdXIKm4IUvzW Isz 1740 LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-60, 2-3=-60, 3.5_ 60, 6.9=-20 Concentrated Loads (Ib) Van: 11=.1479(B) 12— 1654(6)13= 1654(B)14=-1654(8)15=-1479(8)16=-1479(8)17=-1479(B) WARNING - Verily desgn parameters end READ NOTES oN 7MS AND WCIUDEDWEK REFERANCE PAGE AIA7/73 rov. IM312016 BEFORE USE Design wild for use only wen HiekScornectors. MsclesW is txned only upon paraneters shown. and Is too do kWMdtal building competent, not a huss system. Beforo rise. the building designer mtrst verity the <Ip1>1Icc019ity, xmofdesignIxaetots are Ixol y ktcorpxalo thisclesign Into the over,,, truss chord members only. Addillond temporary and petmanenl bracing M iTek' buildingdesign. Bracing Indicated Is to Ixevent budding of Individual web and/or is always reciulrod fa statAlty are to Ixovent collapso with Ixsable personal Initay and lxoperty damage. For genord guidance regarding the ae n, storage, delivery, octen rind Ixacktg of Inmos <nd tarss systems. sooANSI/1P11 Quality Criteria, DSO-89 and $CSI Building Component 6904 Parke East Blvd.fcttxlcalb Safety Information ovdlablo from truss Hate Institute. 218 N. Lee Shool. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job rush Truss Type oty ply T11506804 739803 F2G Roof Special Girder 2 1 Job Reference(optional) American eumare guppy. -MM nave., M- ID: P?I?ORARNiPrxtpt7f u9w5zl E50-WO4DtWdmgMMyOj4zW ZUKV7KBUOo430bsiZl3gJz 174n 3-0-0 5.0-0 72-0 12.2.0 13.2.0 3-0-0 2.04 2.2-0 5-0.0 1 0-0 Scale . 1:23.1 AIM= 4x4 = 6.00I l2 9 3x4 = 4x4 11 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20141TP12007 CS1. TC 0.22 BC 0.62 WB 0.26 Matrix-M) DEFL. in Vert(LL) -0.04 Ven(rL) -0.10 Horz(TL) 0.02 poc) Udell Ud 8-9 >999 240 8-9 >999 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 63 lb FT = 20?1, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9-8 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. SLIDER Right 20 SP No.3 2-0-0 REACTIONS. (Ib/size) 9=678/0-4-0, 6=754/0-4-0 Max Horz 9=-86(LC 8) Max Upllfl9=-148(LC 8), 6=-198(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-933/210, 3.4_ 886/199, 4.5= 954/237, 5-6=-490/0 BOT CHORD 9-14=-128/835, 8-14=-128/835, 8-15=-118/852, 6-15=-118/852 WEBS 2-9=-962/253, 3.8=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=30ft; B=451t; L=4011; eave=5fl; Cat. II; Exp B; Encl.. GCpi=0. ie; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolni(s) except Qt=lb) 9=148, 6=198. 7)'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 105 lb down and 107 lb up at 5-0.0, and 241 lb down and 242 lb up at 7-2-0 on top chord, and 120 lb down at 5-0.0. and 120 lb down at 7-1.4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-60, 2.3=-60, 3-4=-60, 4.7=-60, 9-10=-20 Concentrated Loads (lb) Van: 3=-69(F) 4=-167(F) 14_ 87(F) 15=-87(F) 0 WARNING- Verily design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD-7473 tov. IdA'MIS BEFORE USE MtOeOglvalkfforuseonlyWinMllek® corn oclors Inls dastgn Is 1x]sed only upon puamelers shown. and is lot on hdlviduar txrYding cornpor ent. pal a truss system. Horne tao. lfw lxllding designor must verity tho c"Al :atAlly of design paramolors <xx1 Ixoporly Incorlwrate 0% design Into the overall tx®<Ang design. &acing axgcated is to lxovenl txrckting or lrldlvidtxl trrss web and/or chord members only. Adcliloncl temporcuy aril pertnanenf txaClnp MiTe k' Is always rec}4od for s"Alty and to prevent cdlgxe with possBMe personal it*" and property dunnage. For Aenetal guidance regarding the talxk:alloix storage, dolNery, erocli n and txacirng of trusses and truss systems. seeANSI/rP11 duality Criteria, DSO-89 and SCSI Wilding Componani 6904 Parke East Blvd. Safety Infamatlon ovdlceAe Dom truss Plate Ins0lulo. 218 N. lee Street, sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Trusts Type ty IY Ttt506805 739803 fG1 FLAT GIRDER 2 2 Job Reference(optional) 7 o. 0. American Builders Supply. Winter Haven. FL 33860 7.640 a w, 19 2016 n,,, ek a dugMOa. „ 4; emu„ ID. ISgjgrOgL3bt90B_rUeOthzlb2u_Deb6seORgUpetf94G021KtBmOBDom60xDScMlz174m t 3-t411 7.5.11 11-0.10 14.79 18.2.9 21.11.12 22 -4 0 .8 3 9 3 3 8.15 3.6-15 3 6 15 3!a•15 3-9-3 0- •8 Scale . 1:38.8 3x4 II 4x6 = 4x4 = 4x8 = Sx6 = 4z6 = 30 = 1 t4 to 2 17 to 3 t9 20 4 21 22 5 23 24 6 25 7 4x4 — _. 2X4 11 4x4 = 4x4 = 06 = 1 5x8 STP = i=r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.38 11 >684 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Ven(rL) -0.81 11 >322 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.08 8 rVa n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-M) Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puriins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-14,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 14=2282/0-7-4, 8=2054/0.4-0 Max Horz 14=-29(LC 22) Max Uplift 1 4=-371 (LC 4), 8=-292(LC 5) Max Grav 14=2447(LC 30), 8=2272(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 1-14=-71W47, 1-15=-764/89, 15.16=-764/89, 2-16=-764/89, 2-17=-6398/1128, 17.18_ 6398/1128, 3.18_ 6398/1128, 3-19=-9180/1871, 19.20=-9180/1871, 4.20=-9180/1871, 4-21=-9126/1898, 21-22=-9128/1898, 5.22=-9126/1898, 5-23=-6601/1266, 23-24=-6601/1266, 6.24=-6601/1266, 8-25=-813/92, 7-25=-813/92, 7.8=-4 t 7/0 BOT CHORD 14-26=-1128/6398, 13-26= 1128/6398, 13-27=-1876/9146, 27-28— 1876/9146, 12.28=-1876/9146, 12.29=-2473/10167. 11-29=-2473/10167, 11.30— 2473110167, 10.30=-2473/10167, 10-31=-1901/9075, 31-32=-190119075, 9-32=-1901/9075, 9-33=-1266/6601, 8-33=-1266/6601 WEBS 2.14— 5818/1089, 2.13=--683/532, 3.13=-2842/1587, 3-12=-663/300, 4-12=-1025f765, 4.11=-509/237,4-10=-1077/754, 5-10=-626/341, 5-9=-2565/1636,6.9=-774/422, 6-8=-5975/1212 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc, 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows, 2x4 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to ail plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=30ft; 8=45ft; L=40111; eave=S(t; Cat. 11; Exp B; Encl.. GCpl=0.18; MWFRS (directional): end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) The solid section of the plate Is required to be placed over the splice line at joints) 12. 6) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=371, 0 WARNING . Vergo Le ily desgn parameters and READ NOTES ON THIS AND INCLUDED AAREK REFERANCE PAGE MO.7472 rev. 10ftW IS BEFORE USE. fkeslQa vtlkl 1« use artfy wIm MI Iel ®cortrectors. R* design 1s based only upon rxaamelers stew», and Is ter an IrKlMdal Ixilding comporbenl. not a taus systole. Before trso. the lxLdlng closignor must verify the a plicabltty of desl l parameters and property hCorpolalo 11115 design Into the overall bxAlding dostgn. Soong Wlc<jled b to fxovent txicklkV of Ir dMduca buts web and/« chord members orgy. AddllloncA temporary and permanent Ixactng M!Tek' is always regt/red for stability anal to prevent collapse vAlh possdo personal IrVtay, and properly damago. for general gdclance regudng the ralrlcalim st«ago, clelNery, erecllon and bracing of 1lttsf es and fit=systems. soeANSI/1PI I Quality Criteria. OSB-69 and SCSI 8uMng Component 6904 Parke East Blvd. Safety Information uvellabla aom truss Rate Instlade, 218 N. Leo Street. SNto 312. Alexandna. VA 22314. Tempo, FL 33610 o russ Truss Type ty Y T11506805 739803 FGt FLAT GIRDER 2 2 Job Reference(optional) lG M119 D... * AmetlrantSUING(SbUPPIV. WM161 WG..-L,I,y66V .... u-_._ ID:15gIgrOgL3bt908_nUeOlhzJeOlhzlb2u-TPBzIC(OCzcpG 1 EMd_XoaYOMWgXSXOM9AtCAuBz 1741 NOTES- 10) Load case(S) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14. 15. 16, 17, 18. 19, 20, 21. 22. 23, 24. 25. 26, 27. 28, 29, 30. 31 has/have been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 11) "Semi -rigid pitchbreaks with lixed heels" Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 133 lb up at 0.2.12, 94 lb down and 77 lb up at 1.1.1, 129 lb down and 88 lb up at 3-1.1, 610 lb down and 308 lb up at 5.0-8, 233lb down and 189 lb up at 8.2-12, 90 lb down and 26 lb up at 10-2.0, 90 lb down and 26 lb up at 11-3-4. 90 lb down and 26 lb up at 12-4-8, 233 lb down and 189 lb up at 14-3-7, 610 lb down and 308 lb up at 17-6-0, and 175 lb down and 92 lb up at 18-0.8, and 175 lb down and 92 lb up at 20.0.8 on lop chord, and 48 lb down and 28 lb up at 2-0-0, 48 lb down and 28 lb up at 4-0-0, 299 lb up at 5-3.0. 305 lb up at 7-3-0, 305 lb up at 9-3-0. 305 lb up at 11-3.0, 305 Ib up at 13-3-0, 305 Ib up at 15.3-0, 299 Ib up at 17-3-8. and 481b down and 28 lb up al 18.0-8, and 48 Ib down and 281b up at 20.0.8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.17- 180, 17-24-100, 7-24-180. 8-14-10 Concentrated Loads (Ib) Vert: 1=-312 13=-48(B) 4= 26(B) 11=148(8) 9=-48(B) 6=-169 15=-94 16=-95 17-610 19=69(B) 20=-26(B) 21=-26(B) 22=69(B) 24=-610 25=-169 26=-48(B) 27=120(B) 28=148(B)29=148(8)30=148(B)31=I48(B)32=120(8)33=-48(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1.17=-160, 17-24=-80, 7-24=-160, 8-14=-10 Concentrated Loads (Ib) Vert: 1- 273 13=-41(8) 4=-26(B) 11=148(8) 9=41(8) 6- 152 15=-81 16- 87 17=-540 19=40(8) 20=-26(B) 21=-26(8) 22=40(8) 24=-540 25-152 26=-41(8) 27=120(B) 28=148(B)29=148(B)30=148(8)31=148(B) 32=120(B)33=41(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-17=-100, 17.24=-20, 7.24=-100, 8-14=-30 Concentrated Loads (lb) Van: 1=-229 13=-22(B) 4=-70(8) 9=-22(8) 6=-149 15=-53 16=-91 17-498 19=-138(B) 20=-70(6) 21- 70(B) 22=-138(8) 24=498 25=-149 26=-22(8) 33=-22(8) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17-48, 17-23=32, 23-24=22. 7-24=-58, 8-14-6 Horz: 1.14=18 Concentrated Loads (Ib) Vert: 1=95 13=24(B) 4=-19(8) 9=24(B) 6=49 15=58 16=36 17=255 19=23(B) 20=-19(8) 21=-19(B) 22=25(8) 24=264 25=49 26=24(B) 33=24(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-58, 17-18=22. 18.24=32. 7-24=-48, 8-14=-6 Horz: 1-14=-22 Concentrated Loads (Ib) Van: 1=102 13=24(8) 4=-19(B) 9=24(B) 6=40 15=62 16=46 17=264 19=23(8) 20=-19(B) 21=-19(8) 22=23(8) 24=255 25=40 26=24(8) 33=24(8) 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17-101. 17-24=-21, 7.24-101, 8-14-10 Horz: 1.14=31 Concentrated Loads (lb) Vert: 1=133 13=28(8) 4=26(B) 9=28(B) 6=92 15=77 16=88 17=308 19=142(8) 20=26(B) 21=26(B) 22=142(B) 24=308 25=92 26=28(B) 33=28(8) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-17-101, 17-24=-21, 7.24=-101, 8.14=-10 Horz: 1.14=-9 Concentrated Loads (lb) Vert: 1=133 13=28(B) 4=26(8) 9=28(B) 6=92 15=77 16=88 17=308 19=142(B) 20=26(B) 21=26(8) 22=142(B) 24=308 25=92 26=28(B)33=28(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-17=-50, 17-24=30, 7.24-50, 8.14-6 Horz: 1-14=-28 Concentrated Loads (lb) Van: 1=97 13=24(B) 4=-19(B) 9=24(B) 6=42 15=59 16=39 17=257 19=26(B) 20=-19(B) 21=-19(B) 22=26(8) 24=257 25=42 26=24(B)33=24(8) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17-65, 17.24=15, 7.24=-65, 8-14=-6 Horz: 1-14= 28 Concentrated Loads (Ib) Vert: 1=108 13=24(8) 4=-9(B) 9=24(B) 6=56 15=64 16=53 17=271 19=60(8) 20=-9(8) 21=-9(B) 22=60(B) 24=271 25=56 26=24(B)33=24(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-17-101, 17-24=-21, 7.24=-101, 8-14=-10 Horz: 1.14=-15 Concentrated Loads (lb) Vert: 1=133 13=28(B) 4=26(B) 9=28(8) 6=92 15=77 16=88 17=308 19=142(8) 20=26(B) 21=26(B) 22=142(B) 24=308 25=92 26=28(B)33=28(6) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Q WARNING - Verily desrpn pamnWen and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M11.7473 rev. 100VAIS BEFORE USE Design valid lot use only with Mllek® connectors. this design is txwd orgy upon prnrarnetem shown. and Is lot an hWlvldual txRUing component, not a Ituss system. Belote tao. the txMdhg deslgror must vedty tho applicabllly of design Ixx<unetets and poporly Incaporate this design into the ovelnll txBdng design. Bracing Indicated Is 10 pxovont bttclding of ft4Mduod buss web and/or chord members only. Ad<ltlonal temporary and permanent bracing MiTek" S always (egWed tar skd)Blly and to rxevenl co8gne Win possible personal tM+v and txopeny damage. For general gt/danco regaidng the klxk;atkxn. storage. dolivery. erection and bracing of IRnses and tnas systoms. seeANSI/FPI I Cuallly, CAtedo, OSS-09 and SCSI bundling Componentlion. 690A Parks East Blvd. Safety avallade (torn bras Plato institute. 218 N. Lee Sheol, SWIo 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type 0 H Y T11506805 730603 FGt FLAT GIRDER 2 2 Job Reference clonal lG M 9 Onn. 1 Amencan Burldets 5uppy, winter maven. I'L ;uaeu IDASgjgrOgL3bt908 rUeOlhzlb2u-TPBzICfOCzcgGIEMd_XoaYOMWgXSXDM9AtCAuBzl741 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1.17=-101, 1724_ 21, 7-24=-101, 8.14=-10 Horz: 1.14=-15 Concentrated Loads (lb) Ven:1=133 13=28(B)4=26(B)9=28(B)6=92 15=77 16=88 17=308 19=142(B)20=26(B)21=26(B)22=142(8)24=308 25=92 26=28(6)33=28(8) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pll) Ven: 1.17-100, 17.24-20, 7-24-100, 8-14=-10 Concentrated Loads (lb) Vert:1=-158 13— 22(B)4=-26(B)11=148(B)9=-22(B)6=-101 15=43 16=-63 17=-329 19=-45(B)20=-26(6)21=-26(B)22=-45(B)24=-329 25=-101 26=-22(B) 27=120(8)28=148(8)29=148(B)30=148(B)31=148(8)32=120(B)33— 22(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.17=•161, 17.24=-81, 7-24-161. 8-14=-10 Horn 1-14=23 Concentrated Loads (lb) Vert: 1=82 13=19(B) 4=18(B) 9=19(6) 6=59 15=54 16=61 17=192 19=189(B) 20=18(8) 21=18(B) 22=189(B) 24=192 25=59 26=19(8) 33=19(B) 14) Dead + 0.75 Roof Uve (bed.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (pil) Vert: 1-17=-161, 17-24=-81, 7.24=-161, 8.14=-10 Horz: 1.14=-7 Concentrated Loads (lb) Vert:1=82 13=19(8)4=18(B)9=19(8)6=59 15=54 16=61 17=192 19=189(B)20=18(8)21=18(8)22=189(B)24=192 25=59 26=19(8)33=19(B) 15) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-17=-161. 17-24=-81, 7-24=-161, 8.14=-10 Harz: 1-14=-11 Concentrated Loads (lb) Vert:1=82 13=19(8)4=18(8)9=19(B)6=59 15=54 16=61 17=192 19=189(8)20=18(B)21=18(B)22=189(B)24=192 25=59 26=19(B)33=19(B) 16) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17-161, 17-24-81, 7-24-161, 8.14-10 Horz: 1-14=-11 Concentrated Loads (lb) Vert: 1=82 13=19(B) 4=18(8) 9=19(8) 6=59 15=54 16=61 17=192 19=189(B) 20=18(B) 21=18(B) 22=189(0) 24=192 25=59 26=19(B) 33=19(B) 17) Reversal: Dead + Roof Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.17=•180, 17.24=-100. 7-24=-180, 8-14=-10 Concentrated Loads (lb) Vert: 1-158 13=-22(8) 4=-26(B) 11=148(B) 9-22(B) 6=-101 15=43 16=-63 17=-329 19=45(B) 20=-26(B) 21-26(B) 22=-45(B) 24=-329 25-101 26=-22(8) 27=120(B)28=148(B)29=148(B)30=148(8)31=I48(B)32=120(B)33-22(B) 18) Reversal: Dead + 0.75 Roof Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-17=-160, 17-24=•80, 7-24=-160, 8.14=-10 Concentrated Loads (lb) Vert: 1=-158 13-22(B) 4-26(8) 11=266(B) 9-22(8) 6=-101 15-43 16=-63 17-329 19=-45(B) 20=-26(6) 21=-26(B) 22=-45(B) 24=-329 25=-101 26=-22(B) 27=254(8)28=266(B)29=266(8)30=266(B)31=266(B)32=254(8)33=-22(B) 19) Reversal: Dead: Lumber Increase=0.90. Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-17-100, 17-24=-20, 7-24=-100, 8.14=-10 Concentrated Loads (lb) Vert: 1=-158 13-22(B) 4=-26(8) 11=305(B) 9-22(8) 6-101 15-43 16=-63 17-329 19=-45(B) 20=-26(6) 21=-26(B) 22=-45(B) 24=-329 25-101 26=-22(B) 27=299(8) 28=305(B) 29=305(8) 30=305(8) 31=305(B) 32=299(B) 33=-22(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.17=-48, 17-23=32, 23-24=22, 7-24-58, 8-14=-6 Horz: 1-14=18 Concentrated Loads (lb) Ven: 1=-241 13-38(B) 4=-90(8) 9=-38(B) 6=-166 15=-71 16=-129 17=-482 19=-233(B) 20=-90(8) 21=-90(8) 22=-230(8) 24-472 25-166 26=-38(8) 33=-38(8) 21) Reversal: Dead + 0.6 MW FRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.17=-58, 17-18=22, 18-24=32. 7-24=-48, 8-14-6 Horz: 1-14=-22 Concentrated Loads (lb) Vert: 1= 233 13-38(B) 4-90(B) 9=-38(B) 6-175 15=-67 16=-120 17-472 19=-232(8) 20=-90(B) 21=-90(B) 22=-233(8) 24=-482 25-175 26=-38(B) 33-38(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-101, 17-24-21, 7-24=-101, 8.14=-10 Horz: 1.14=31 Concentrated Loads (lb) Vert. 1=203 13=-34(B) 4=-39(B) 9=-34(B) 6=-122 15=-52 16=-78 17=-429 19=-106(B) 20-39(8) 21=-39(6) 22=-106(8) 24-429 25=-122 26-34(B) 33-34(B) WARNING - Vadly dedgn penuneta s and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO.7473 mv. Id03Qd15 BEFORE USE Design valkd la use only with Mlleke connecton. Rnh design is hosed only upon paanetels shown. and is lot an Individual building component. tot a Rtm system. 8010ro use. 6o building designer mdet vedty, the g4AI :ablily of design paaneters and propody hcoq otate 11%design into the overall only. Additional temporary and Iwmnaront lxOCing M iTek' building design. Bracing Indicated Is to txevent budding of UX Mdual tntss web and/or chord members b alwoVs redpdrod for stotAllyand to prevent col"xo vAth posslxe lxsrsoral RYt4Y and 1xWiody damcK)o ror genorai guldanco togard ing to fMxloalbn, storage. doilvery, otectlon and lxdret ng of flumes and trtm systems. seeANSI/IPI I Quality Criteria, OSO-69 and SCSI Building Component 6004 Parke East Blvd. Safety IMormotlan available Ram Truss Rate InstlMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type Qty Ply TI1S MS 739603 FGt FLAT GIRDER 2 2 Job Reference (optional) Amercan 6Yttaets Suppy, wiener neven, rL a M:15gIgrOgL3bt908_fUeOlhzkb2u-TPBzIC(OCzcgG 1 EMd_XoaYOMWgXSXDM9AtCAuBz 1741 LOAD CASE(S) Standard 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-17-101, 17.24-21, 7.24-101, 8-14=-10 Horz: 1-14=-9 Concentrated Loads (lb) Vert: 1-203 13-34(B) 4— 39(B) 9=-34(B) 6=-122 15— 52 16= 78 17=-429 19— 106(B) 20=-39(B) 21=-39(B) 22=-106(B) 24— 429 25=-122 26-34(B) 33-34(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-17=-50, 17-24=30, 7-24=-50, 8-14=-6 Hon 1-14=-28 Concentrated Loads (lb) Vert: 1=-239 13=-38(B) 4=-88(B) 9=-38(B) 6=-173 15=-70 16=-127 17=-480 19-228(B) 20=-88(B) 21=-88(8) 22=-228(B) 24=-480 25=-173 26=-38(8) 33-38(8) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-65, 1724=15, 7-24=-65, 8-14=-6 Horz: 1-14-28 Concentrated Loads (lb) Vert: 1=-228 13-38(B) 4— 74(B) 9-38(B) 6-158 15-64 16=-113 17-465 19=-193(8) 20-74(B) 21-74(B) 22=-193(8) 24-465 25-158 26=-38(B) 33=-38(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17=-101, 17.24=-21, 7-24=-101, 8-14=-10 Horz: 1-14=• 15 Concentrated Loads (lb) Vert: 1=-203 13-34(B) 4-39(B) 9-34(B) 6-122 15-52 16-78 17=429 19-106(8) 20=-39(B) 21=-39(8) 22=-106(8) 24=-429 25=-122 26=-34(8) 33=-34(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17=-101, 17-24=21, 7-24=-101, 8.14=40 Horz: 1-14-15 Concentrated Loads (lb) Vert: 1=-203 13-34(B) 4-39(B) 9=-34(8) 6-122 15-52 16=-78 17=-429 19-106(8) 20=-39(B) 21=39(B) 22=-106(B) 24-429 25-122 26=-34(8) 33-34(8) 28) Reversal: Dead + 0.75 Root Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1.17=-161, 17-24=-81, 7-24=-161, 8-14=-10 Horz: 1-14=23 Concentrated Loads (tb) Vert: 1=-262 13=-46(B) 4=-36(8) 9= 46(B) 6=-140 15=-73 16-77 17=-508 19-6(8) 20=36(8) 21=-36(8) 22= 6(B) 24=-508 25=-140 26=-46(B) 33=-46(B) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17=-161, 1724=•81, 7-24=-161, 8-14=-10 Horz 1-14=-7 Concentrated Loads (Ib) Vert: 1=-262 13-46(B) 4=-36(8) 9=-46(8) 6-140 15=-73 16-77 17=-508 19=-6(B) 20=-36(B) 21-36(8) 22=-6(B) 24-508 25=-140 26-46(B) 33-46(B) 30) Reversal: Dead + 0.75 Root Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17-24=-81, 7-24=-161, 8-14-10 Horz: 1.14-11 Concentrated Loads (lb) Vert: 1= 262 13-46(B) 4-36(8) 9= 46(B) 6-140 15=-73 16=-77 17=-508 19=-6(B) 20=-36(8) 21=36(8) 22-6(B) 24-508 25-140 26-46(8) 33=-46(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17-161, 17-24=-81, 7.24-161, 8-14-10 Horz 1-14=-11 Concentrated Loads (lb) Van: 1=262 13=-46(B) 4=-36(B) 9=-46(8) 6=-140 15=-73 16=-77 17=-508 19=-6(B) 20-36(B) 21=-36(B) 22=-6(8) 24=-508 25=-140 26-46(B) 33=46(0) 0 WARNING - Verily deOgn peremefen and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE M -7473 rev. IMMOIS BEFORE USE Design valkf for use only with Mltok®connoetors Itllsdeslgr Is based oNy union Ixtranetets shown. and Is lot (in kndlvkkal rxdding component. nor a Muss system. Before use. the IxAdIng designer must verity the cpplicabllly of design Ixrarneters and Ixoperiy Incorpototo this design Into the overall bidding design. Bracing Indicated Is to Ixovent buckling of Irndlvkhgl truss web and/or Chord members only. Additional temporary and permanent bradng M iTek' a always rocAdod for statAkty and to prevent colts m wllh possble Personal kNey and rxopeny damage rot general guidance tegardling the fc"Icarkxn, storage, delivery, aecikxn aril rxctCMng of larsses and Mud systems. soeANSI/tPI l Quality Criteria. DSS-119 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallatAe morn Inm Plate Institute. 218 N. Leo Street. Sulle 312. Alexandria. VA 22314. Temps. FL 33610 Job russ Truss Type Ply Tt1506806 739803 FG2 FLAT GIRDER 2 3 Job Reference 0ption8l Arnetrcan aurgere Suppry, nrmiel Hawn. 11 ID:15gigrOgL3bt90B nJeOlhzlb2u-TPBzICIOCzcgGIEMd_XoaYCOGgRSXBH9AtCAuBzl741 2-0.7 311-0 5.110 7.11-0 9.11-0 11.11-0 13.99 15.10-0 2-0.7 1. I 9 2 0-0 2-0-0 2-0-0 200 I.10.9 2.0 7 4x4 11 4x8 = IOx14 MT20HS = Scale - 1:28.5 10x10 = 20 11 1Ox10 = 1Ox14 MT20HS = 4x4 II 4 5 6 7 20 9 4x8 =21 22 9 500 MT20HS = 1.54 STP = Sx10 MT20HS = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.31 13-14 >602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(rL) 0.55 13-14 >336 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WO 0.76 HOrz(rL) 0.06 10 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Wind(LL) 0.15 13-14 >999 240 Weight: 295lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc puffins, except BOT CHORD 2x8 SP 240OF 2.0E end venicals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-18.9.10: 2x6 SP No.2, 2-18,3-17,7-11,8-10: 2x4 SP No.2 3-16.7.12: 2x8 SP No.2 1 REACTIONS. (lb/size) 18=3121/0-6-0, 10=9886/0.8-0 Max Upldtl8=-455(LC 4). 10=-1231(LC 5) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.19— 778/114, 2.19-778/114. 2.3=-5447!/90, 3-4=-15845/2274. 4-5-19420/2768, 5.6=-19420/2768, 6-7=-24551/3479, 7.20=-155422028, 8-20=-15542/2028, 8-21-2416/312, 21-22=-2416/312, 9-22-2416/312, 9-10-1278/148 BOT CHORD 17-18- 790/5447, 16-17=-1651/11438, 15-16-1651/11438, 14-15=-2274/15845, 13-14=-3479/24551, 12-13=-3799/27336, 12- 23=-3799/27336, 11.23=-379927336, 11-24-2028/15542. 10.24=-2028/ 15542 WEBS 2-18-5176/750, 2-17-2782146, 3. 17-6594/948, 3-16-56/591, 4.15=-1739/277, 6.13=-2292050, 7.12=-1615/310, 7-11=- 12981/1949, 8.11-74514352. 8-10=-14551/1902, 3-15=-679/4801, 7-13=-3034/349, 4- 14=-538/3895, 6-14-5590/774 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131-x3-) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0.4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 7-0 oc, Except member 2-17 2x4 - 1 row at 0.9-0 oc, member 17-3 2x4 - 1 row at 0-9-0 oc, member 4-15 20 - 1 row at 0.9. 0 oc, member 5.14 20 - 1 row at 0.9-0 oc, member 6-13 2x4 - 1 row at 0-9.0 oc, member 11-7 20 - 1 row at 0.9-0 oc, member 8.11 2x4 - 1 row at 0-9-0 oc, member 3-15 2x4 - 1 row at 0-9-0 oc, member 13.7 2x4 - 1 row at 0.9-0 oc, member 4-14 2x4 - 1 row at 0-9. 0 oc, member 14.6 2x4 - 1 row at 0-9.0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps(; BCDL=6.Opsh h=30ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 18=455, 10=1231. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNWO • Vedly detdpn parameters and READ NOTES ON THIS AND WCLUDED N/TEK REFERANCE PAGE NO.7473 rev, 104102016 BEFORE USE DeAl n vdkt for use only with lAlek® connectors. fhs deston Is based only upon paareters Mown. n. and Is for an WMcAual tmildhng component. nota Ituss system. Bogota use, tho txAdrlg designer must verify the dgatAcdAl fy of doslM pacxnetors Bald properly Incogxxate Ihk d lgn Into the ovwdl Additional lortir"M and twrinanent txdu:ing M iTek' build ing design. 0aehg Indicated is to Ixevent fxtcklhngofindividuallamweband/of chord memtxars only. is always tec}atrad for slalAlly and to prevent collaIxe wllh possble personal "and Ixoparly damage. For gernetat guidance roWdIng the k"Icatlon, storage. d eltvery. oteclion and txocing of fntsses and truss systems seoANSIMI I Ctxdfy CAtedo, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Intormanon ovdlablo from puss Hate hnsllQrie. 218 N. Lee shoot. Suilo 312. Nexandda. VA 22314 Tampa. FL 33610 Truss Truss Type. oty Ply T11S06806 739803 FG2 FLAT GIRDER 2 3 Job Refererce optional AmarKan aurraers ZiUPPny winter mown, rL :roaw ID:15gjgrOgL3bt90B_m)001 zlb2u-TPBzlCfOCzcgG1EMd_XoaYOOGgRSXBHOAtCAuBz1741 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1717 lb down and 94 lb up at 12.11-0, and 1557 lb down and 254 lb up at 14-11-0, and 7461 lb down and 1217lb up at 12.0-0 on top chord, and 106lb down and 17lb up at 13-1.0, and 106lb down and 17lb up at 15-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-20=-100.9.20=-180, 10-18=-20 Concentrated Loads (lb) Vert: 7— 7461 20=-1717 21=-1557 23=-106(F) 24=-106(F) Q WARNING - Vedly desgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7sn rev. 100312015 BEFORE USE Design valkp for use orgy Win Mllek® connectots. it1ls design Is based orgy t4xr1 Ixiomelors shown. <md Is for an Individual txAding component, not a truss system. Botoro use. Iho txLc9r10 ck-signet r ntrst verity Iho ag111Cal1Elty of design pxaamelers and properly InCalofale this duslgn Into Ito overall Adalllaxf temporary and permanent forming M iTek' txbcltng design. Bracing Indk:clted Is to provent txtckling of frWMdrxri Inns web and/or chord members only. It always rocpAod for skitAlly and to prevont collapse vAlh posstlle personal InKay and property damage. For general grldonco togad ng two fabrication. stordgo. clolivery. erection o W brctclrlg of trusses aril truss sySrems. soeANSIfrP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovc11at110 from truss More Instlture. 218 N. too Street. Salle 312. Alexasdrlo. VA 22314. Tompa. FL 33610 739803 1FG3 FLOOR 2 T11SO6807 2x4 11 64 = I .Sxe STP = LOADING (psf ) TCLL 40.0 TCOL 10.0 BCLL 0.0 BCDL 5.0 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 2.5 5 4.8.14 7-0 7 9.5.12 2.5-5 2.3.9 2 3.9 2.5-S 4x4 = 4x8 = 4 40 = 20 11 6x6 = Scale - 1:IS. 1 SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.08 8 >999 360 MT20 244/190 Lumber DOL 1.00 BC 1.00 Ven(rL) -0.12 8 >927 240 Rep Stress Incr NO WB 0.53 Horz(rL) 0.03 6 rVa We Code FBC20141TP12007 Matrix-M) Weight: 105 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.7-3 oc punins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 10=1993/0.8-0, 6=2507/0-9.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 12= 261/0, 2.3=-4195/0, 3.4=-4543/0, 4.5— 349/0 BOT CHORD 9-10=0/4195, 9.11=0/6089, 8-11=0/6089, 8-12--0/6089, 7.12=0/6089, 7-13=0/4543, 6-13=0/4543 WEBS 2-10=-4250/0, 2.9=-51/1440, 3-9=-2046/0, 3.8=0/1166, 3-7=-1670/0, 4-7=0/1567, 4-6=-4530/0 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 687 lb down and 600 lb up at 2-1-12. 934 lb down at 4.1-12. and 934 lb down at 6-1-12, and 934 lb down at 8-1-12 on bottom chord. The design/selection of such connection device($) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-5=-100, 6-10=-10 Concentrated Loads (lb) Vert: 9— 687(F) 11=-934(F) 12=-934(F) 13=-934(F) 0 WARNMO. Vodty dedpn paramotne and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE M8.7473 rov. JAM2,2016 BEFORE USE De*p %Old lot use only rAlh 10111ek8connectors. Bris desIM Is used orgy upon Ixaarneten shown. and Is for an tncliviclual lxrlciN component, nol a Ines system. Before use. the btloca a deslom mtnl verily the alKxk;abllty of do*p Ixaametets and properly lncorporoto INs daslan Into the overall only. Addillonri lemlxxcay and pormanoni Lxachng M iTek' txadnpdW4n. bracing Indicated Is to prevent lxickthla of WIMLKri Inns web aril/a chord members k always regrLod for stability and to ixevonl collalze Win possible personal Initry and Ixopeny domogo. For genotal guidance regarding Me fabrication. storage. doiNery. eredkxs arid blocking of iMeses and MISS systems. soo4MSVMI Quality Criteria, OS6.89 and SCSI flulkIN Component 6004 Parke East Blvd. Tampa. FL 33610 SafetyIMotmatbnovallablehornIrtmPlatehnsSMe. 218 N. Leo Street, Srdle 312. Alexandria. VA 22314. Job russ Truss Type oty Ply T11506808 739803 FG4 FLOOR 2 2 Job Reference(optional) American Builders supply. winter Kaven. 1-1.:rs5au ..P.....,r.,..........,,......,.....w.....,..... __.. __ ..._. ID:I SgjgrOgL3bt908_NeOlhzlb2u-1mIMW YfezHkW IBpYBh2171y1_En1Ge1WPXxjRdz 174k 2.11.12 S-9.12 8.9.8 2-11.12 2.10-0 2.11.12 Scale . 1:16.9 1 6x6 = 2 4x4 = 3 4x6 = 2x4 11 20 II 1.5x8 STP= 4x6 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In poc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Ven(LL) 0 08 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Ven(TL) 0.13 6-7 811 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(rL) 0.02 5 n/a Na SCOL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight: 85 lb, FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except* BOT CHORD 1-7,2-6,3.5: 2x4 SP N0.2 REACTIONS. (Ib/slze) 8=2575/0-3-12, 5=2098/04-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-8=-1882/0, 1.2= 4740/0, 2-3_ 4691/0 BOT CHORD 7.10=0/4740, 6-10=0/4740, 6-11=0/4691, 5-11=0/4691 WEBS 1-7=0/5044, 3-6=0/1432, 3-5=-4992/0 Structural wood sheathing directly applied or 5-5-7 oc purlins, except end venicals. Rigid telling directly applied or 10-" oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.13l'x3') nalls as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-4-0 OC. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)'Semi-rigid pitchbreaks with fixed heels' Member end lixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 936 lb down at 0-9-12, 934 lb down at 2-9.12, and 934 lb down at 4-9.12, and 934 lb down at 6-9-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.4=-100, 5-e= 10 Concentrated Loads (Ib) Vert: 7=-934(13) 9= 93§(B) 10— 934(B) 11=-934(B) Q WARNING. Vadly dodgn pnametwo and READ NOTES ON Tiffs AND INCLUDED AMEX REFERANCE PAGE Aom?3 rev. tommi6 BEFORE USE Design valid for use orgy with lvUlek0 connectors. fhb drsslgn Is based only upon paamolers stavm. and is fa an individual building component. not a truss system. Beloro use, Ilia b tfiding do -finer must vedly, Ilia alrxlcablIty of doslgl parametets drat Ixolwriy hcorp ralo this design Inlo Ilia overall building design. lkachg Indicated Is to Ixovenl buckling of Individual bust web and/a chord members orgy. Additional temporary and permanent tracing MiTek' Is always rodphed fa stab011y, and to prevent coltalm wllh poss8110 pensonxl lMey and prolxarty, daTrago• For general gldatce regad Ing the fablcallon. storage. delivery, erection daxf bracing of trusses and truss systems, seeANSVf"I Cualily Criteria, DS$-69 and $CSI SulWing Component 6904 Parke East Blvd. Safety Informatlon avalk"a train truss Rate institute. 218 N. tee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ty ly Tt1506809 730$03 FOS FLAT GIRDER 102 1 2 Job Reference tional American tsuwers supp y. wmwt maven. M .ueeu .....r... __._ .._. _.. ...___...__..... --- -- .. _ .-- -- .. - ID:15gjgrOgL3bt90B r1JeOlhzlb2u-PoJkjugGkbsNVLOkiPzGfzVmOeEE?81SdBhHz4zl741 1.7.4 3-0.12 4.8-0 1.7.4 1-5.8 1.7.4 4x4 = 40 = 40 = .. 4 20 11 Scala . 1:9.5 4x4 = 2x4 11 1.5x8 STP = 1.7.4 3.012 4.8.0 1.7.4 1.5-8 1.7.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.01 7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) 0.02 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.54 Horz(rL) 0.00 5 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1578/0-4-0, 5=2083/0-8-0 Max Upl1118=-187(LC 4). 5— 316(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.8=-1402/169, 1.2=-1887/277, 2-3=-1807/258, 4-5=-679/114 BOT CHORD 6-7=-277/1887, 6-10_ 258/1807, 5.10= 258/1807 WEBS 1.7=-332/2258,2-7=-1228/l77,3.5=-2163/309 NOTES- 1) 2-ply truss to be connected together with 10d (0.131-x3-) nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0.9.0 oc. Webs connected as follows: 2x4 - 1 tow at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=451t; L=401t; eave=sit; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 8=187, 5=316. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14, 15, 16. 17. 18, 19. 20. 21, 22, 23. 24. 25, 26, 27. 28 has/have been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1312 lb down and 321 lb up at 1-10-0, and 1312lb down and 321 lb up at 3-10.0 on top chord, and 168lb down and 71 lb up at 1-7-4, and 169lb down and 70lb up at 3-7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4=-140, 5.8_ 20 Concentrated Loads (Ib) Vert-7=-168(B)2=-1312 9=-1312 10=-169(13) WARNWO - Vwfry design pamnetwe and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1167I73 rev. rMMIS BEFORE USE Deso vdkl for use only vd81 lv81ek9 connectors. Ihh de*p is txwd only upon parameters shown. and Is fa an Individual txAdrlg component. rat a truss system. Before, use. the txlldng deslgnot must verity Ito cilTAIcalAity, of des0i parameters and Ixoperly Incorlxxato this design Into the overall txgdtng design. Bidding Indicated Is to pxevenl ixicaktg of Individual buss web and/or chord memUers only Additional tornpxxay and petmaneni Ixacklg M iTek' is always required for slatAfry and to txevortl edlapso w11h possible Portend "and properly damago. For 0eneral gtldatee reAadrtg the to"IcdIlm slaago, delivery. eroellon =I IxoCho of misses and trim systems, Soe-ANSVIVI I Quality CdtMa, D$8.89 and SCSI gu8ding Component 6904 Patke East Blvd. safety Information ovddtle morn Inn Hate InstiMe. 218 N. too Street. Sulte 312. Alexaddo. VA 22314. Tame, FL 33610 Job Truss Truss Type oty Ply T11506800 739803 FG5 FLAT GIRDER 2 2 Job Reference(optional) Amman aumers auPP7. .._.__..r. ....._.._____.__...._.. ID: 15pjgrl>BL3bt908_nJeDlhzlb2u•PalklupGkbsNVLOWP2GIzVmOeEE?81Sd8hHz4z 174j LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14=-130, 5-8=-20 Concentrated Loads (lb) Vert: 7=-145(B) 2- 1148 9=-1148 10=-145(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4- 100. 5-8= 40 Concentrated Loads (Ib) Van: 7-102(B) 2=-984 9=-984 10-103(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4-48, 5-8=-12 Concentrated Loads (Ib) Ven: 7=63(8) 2=321 9=321 10=62(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-48, 5.8=-12 Concentrated Loads (lb) Ven: 7=63(B) 2=321 9=321 10=62(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 14=-101, 5-8-20 Concentrated Loads (lb) Vert: 7=71(B) 2=-762 9=-762 10=70(8) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8=-20 Concentrated Loads (lb) Vert: 7=71(8) 2=-762 9=-762 10=70(0) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Ven: 1.4-50, 5-8=-12 Concentrated Loads (lb) Ven: 7=63(B) 2=288 9=288 10--62(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4=-65, 5.8=-12 Concentrated Loads (Ib) Vert: 7=63(B) 2=55 9=55 10=62(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-101, 5-8=-20 Concentrated Loads (lb) Ven: 7=71(B) 2-762 9= 762 10=70(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Ven: 1-4-101. 5.8-20 Concentrated Loads (Ib) Ven: 7=71(6)2=-762 9=-762 10=70(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-4=-100, 5.8-20 Concentrated Loads (lb) Ven: 7=-74(8) 2=-656 9=-656 10=-75(8) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Ven: 1.4=-131, 5-8=-20 Concentrated Loads (Ib) Ven: 7=46(B) 2-1227 9-1227 10=45(8) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-131, 5.8= 20 Concentrated Loads (lb) Ven: 7=46(8) 2=-1227 9=-1227 10=45(S) 15) Dead + 0.75 Roof Live (bal.) + 0 75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5.8= 20 Concentrated Loads (Ib) Ven: 7=46(8) 2=-1227 9=-1227 10=45(B) 16) Dead + 0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=46(8) 2=-1227 9=-1227 10=45(8) WARNING - Verify desgn pwamafon and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M11•7472 Mv. IOW/2015 BEFORE USE DedM vatkl lot use only vAth Mllek0 connectors. M ciesign It txsed only upon pcaameters shown. and Is for an Individual Lulci tg component, not a teas system. Beloto use, the t"ding designer must verify the aqAlCabllly of design p0ramelers and Ixoperly Incogorate this design Into the ov., truss members only. Addltlonal lem"day and rxxmanont wactng M iTek' txdcRW doslgn. erackV IndIcoted Is to prevent bucklkV of Individual web antl/ot chord tt drays rodphed lot statAty and to pxovent collarxo with powAAG personal ktkay and Ixoporty damage. rot genera guidance regading the latxl-alkxL stofcrgo, dollvery. otecllon and txocing of Inures dnd trim systems, sdxANSVtPl I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parks East Blvd. Safety Inlormallon ovdtaMe Item truss Plato InstlMe. 218 N. Lee Slroet. Salto 312. Alorardrlo. VA 22314. Tanpa. FL 33610 Job fuss Tfuss Type ty Ply Tt1506609 739803 FG5 FLAT GIRDER 2 2 1 Job Reference(optional) Amerncan eundent Supply, winter haven. rL :saeae o.v is rw, iv xv iii au, .. v v W. ID:I SgjgrOgL3bt9OB_r6JeOlhzlb2u-PoJkjugGkbsNVLOkIPZGfzVmOeEE78ISdBhHz4z174j LOAD CASE(S) Standard 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-48, 5-8-12 Concentrated Loads (lb) Vert: 7=-92(8) 2=321 9=321 10=-93(B) 18) Reversal: Dead + 0 6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4— 48. 5-8— 12 Concentrated Loads (lb) Van: 7=-92(B) 2=321 9=321 10=-93(8) 19) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) ' Vert: 1-4-101, 5-8-20 Concentrated Loads (lb) Vert: 7=-84(B) 2=-762 9=-762 10-85(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8=-20 Concentrated Loads (Ib) Vert: 7=-84(B) 2=-762 9-762 10=-85(8) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-50, 5.8=-12 Concentrated Loads (Ib) Vert: 7=-92(B) 2=288 9=288 10=-93(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-65, 5-8=-12 Concentrated Loads (Ib) Van: 7-92(B) 2=55 9=55 10-93(8) 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101, 5-8=-20 Concentrated Loads (Ib) Vert: 7=-84(8) 2-762 9=-762 10-85(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8= 20 Concentrated Loads (lb) Veit: 7=-84(8) 2=-762 9=-762 10-85(B) 25) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=-135(B) 2=-1227 9=-1227 10=-135(8) 26) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=-135(8) 2=-1227 9=-1227 10=-135(B) 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-131, 5.8=-20 Concentrated Loads (Ib) Vert: 7=-135(B) 2=-1227 9-1227 10=-135(B) 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5.8=-20 Concentrated Loads (Ib) Vert: 7=-135(B) 2-1227 9=-1227 10=-135(B) Q WARNWG - vartry dowyn perarneron and READ NOTES ON THIS ANDWCLUDED M?EK REFERANCE PAGE N0-7473 rev. 1402201S BEFORE USE. Design vdld for use only with Mi IekdD connectors. this design R bawd orgy upon paranolers shown, and Is lot an Individual building coml>onenl, not a ins system. Before tore, the buildhp designer mtrst verify the oWicabllry or design paameten and Ixoporly Incorporate this design Into the overall I.xdlcWQ doslgn. 9achg Indicated Is to budding of hWNldral truss web ate/ot chord members only. Additional temporary and petrnanent btactrng M iTek' Ixovent Is always re4ked (of stability and to provent collcrm with possible personal eVtay and Ixoperty, damage. For general gtkyance tegtsdng IM 6904 Parke East Blvd. fabrication. storage. delivery. erection anal bracing of misses and Ins systems. seeANSI/fPl I Quality Criteria, DSB-89 and BCSI Building Component Tarlpa, FL 33610SafefyInlormationGwAlabtlefromIrisPlatoInstitute. 218 N. too Street. Sulto 312. Alexandfia. VA 22314 Job cuss Truss Type ty ply T11506810 732803 FG6 FLAT GIRDER 2 2 Job Reference (optional) Arnendan aerlaen attppy, w oner maven. —,r,yeW...,-...-1....._._.-..._.,...___...__. ..._. ... __.. __..._..____._ . 10:159jgr0gL3bt90B_nJe0Ihzlb2u-PoJklugGkbsNVLOkIPZGIzVo3e8Y?SHSdBhHz4z 1741 1.7.4 3-0.12 4.8-0 1.7.4 1.5.8 1.7.4 6x6 = 0 4x4 = .1 40 = 4 20 II Scale. 1:9.6 1.*%tl bI Y= -^- — 2x4 11 1.7d 1.7.4 3-0.12 1.5.8 4.8-0 1.7.4 LOADING (psl) SPACING- 2.0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.50 Ven(LL) -0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Ven(TL) -0.03 6-7 >999 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=3015/0-8-0, 5=2223/0-4-0 Max Uplift8=-544(LC 4), 5=-345(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2891/520, 1-9=-2563/442, 2-9=-2563/442, 2-3=-2711/476, 4-5=-360/26 BOT CHORD 6-7— 442/2563, 5.6=-476/2711 WEBS 1-7=-529/3067,2-7=-1560/280,3-5=-3244/569 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0.9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDl--4.2ps1; BCDL=6.Opsh h=30ft; 8=451t; L=40ft: eave=5ft; Cal. 11; Exp B; Encl., GCpi=0.18: MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 8=544, 5=345. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16.17. 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2100 lb down and 514 lb up at 0-10-0, and 2100 lb down and 514 lb up at 2.10.0 on top chord, and 170 lb down and 69 lb up at 0.11.8, and 168 lb down and 71 lb up at 2-11-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase--1.00 Uniform Loads (pit) Ven: 1-4=-140, 5.8— 20 Concentrated Loads (lb) Ven: 6=-168(B) 3=-2100 9=-2100 10=-170(8) WARNWG . Verity dedgn paranware and READ NOTES ON THIS AND WCLUOED AMK REFERANCE PAGE AW477 tev. I&MOIS BEFORE USE. Design vaikl lot use only with IAT010 con clas. 0* doslt$1 is lxlsed only upon pxaannelers doown. and is tot an Individual bolding component. not a fnm sysfor n. Before use, IIw bullcing designer must verity the c1Ix11kat lly of design Ixacanolers aria properly Incorpotolo this design Into the overall Ixacllrq design. Hating Indicated is to prevent bttcldhg or Incilvldta lnm web and/or chord members only. Addllloncil temporary and pennanenf brackV WOW Is always tegWed for sktAly and to prevent eellaixe wllh possible personal IMay and ptoperty cla nape. for gonotal guidance rog cli ng the lafxleatlon. slorago, dellvety erection awl tracing of trussos curl Inm sWlcYns, seeANSWPI I Quality CrifeAa, OS849 and BCSI Building Componenl 6904 Parke East Blvd. Safety Irdormatlon available Uorn trum Wale Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tonga, FL 33610 Job I fuss Truss Type oty Ply TiiSO 10 739803 FG6 FLAT GIROER 2 2 Job Reference(optional) Amblean Builde($ 5uppty, Winter noven, rL Tdaaa ID: 15gjgrOgL3bt908_rtJeOlhzlb2u.t_t6wEhuVu?E7VzxJ64VCA2zp1 XNcYXbsrQgV W z 174i LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 1-4=-130, 5-8=-20 Concentrated Loads (Ib) Ven: 6- 145(8) 3=-1838 9=-1838 10=-147(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4-100, 5-8- 40 Concentrated Loads (lb) Vert: 6- 102(B) 3=-1575 9=-1575 10=-105(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-48, 5-8=-12 Concentrated Loads (lb) Vert: 6=63(B) 3=514 9=514 10=62(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1.4-48, 5-8=-12 Concentrated Loads (lb) Ven: 6=63(8) 3=514 9=514 10=62(8) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4=-101, 5-8=-20 Concentrated Loads (lb) Vert: 6=71(8) 3=-1219 9=-1219 10=69(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-101, 5-8= 20 Concentrated Loads (lb) Ven: 6=71(8) 3=-1219 9=-1219 10=69(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-50, 5-8=-12 Concentrated Loads (Ib) Ven: 6=63(B) 3=461 9=461 10=62(8) 9) Dead + 0.6 MWFRS Wind (Pos. internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-65, 5-8=-12 Concentrated Loads (lb) Vert: 6=63(B) 3=87 9=87 10=62(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-101, 5-8=-20 Concentrated Loads (lb) Vert: 6=71(B) 3=-1219 9=-1219 10=69(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101, 5-8=-20 Concentrated Loads (lb) Vert: 6=71(8) 3=-1219 9=-1219 10=69(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-4=-100, 5.8=-20 Concentrated Loads (lb) Ven: 6=-74(B) 3=-1050 9-1050 10=-76(B) 13) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-131, 5.8=-20 Concentrated Loads (Ib) Vert: 6=46(8) 3-1965 9-1965 10=44(B) 14) Dead + 0.75 Roof Uve (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4-131, 5-8=-20 Concentrated Loads (lb) Ven: 6=46(S) 3=-1965 9=-1965 10=44(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 6=46(B) 3=-1965 9=-1965 10=44(B) 16) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-131, 5-8-20 Concentrated Loads (lb) Vert: 6=46(B) 3=-1965 9=-1965 10=44(8) WARNING- VOdiy dedgn parameters end READ NOTES ON 1TfNS AND INCLUDED MREK REFERANCE PAGE MI7479 rev. f603,2016 BEFORE USE Oe*.m va8d rot use only v4m MI leM connoclors. Ras design Is tx wd only upon parameters shown. and is lot an Ind via al hrAdlrti component. not a tram systern. Beforo use, the txAding doslgner must verity the cgAsllcaUllty of design Ixxomotess and ixopetly Inca 3oloto this doslpn Into the oveloll IxAding design. etacing Indicated Is to ixovent budding of UXRAdcxd tram web and/a chord members only. Additional temporary and permanent WaCing M iTek' is always regJrod lot slablllty and to prevent collgsse wllh possbsle persona tyssry and property damage rot genwal grldcnce logadng the Icdxkcstbn, slotago, delivery. osocllon and Ixas creklgoflsesants tram msa systes, eANSI/ PI1 Quality Criteria, OSS49 and /CSI Building Component 6804 Parka East Blvd. safety Information ovdlaWe from It= Plate Institute. 218 N. Leo Street. Srlle 312. Alexandria. VA 22314. Tornpa. FL 33610 Job Truss Truss Type fy Y T11SO6810 739803 FG6 FLAT GIRDER 2 2 Job Reference(optional) nmerrcanaumereauppry. .._.__.r..___....__...___...__. _. IU:15gIgrOgL3bt908_NeOlhzlb2u•t t6wEhuVu?ENzxJ64VCA2zplXnkYXbs(OgVWz174i LOAD CASE(S) Standard 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=48, 5.8-12 Concentrated Loads (lb) Vert: 6=-92(B) 3=514 9=514 10=-93(B) 18) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4- 48. 5.8- 12 Concentrated Loads (lb) Van: 6=-92(8) 3=514 9=514 10=-93(8) 19) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101. 5-8-20 Concentrated Loads (Ib) Ven: 6=-84(B) 3-1219 9=-1219 10=-86(8) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8-20 Concentrated Loads (Ib) Van: 6=-84(B) 3=-1219 9=-1219 10=416(13) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-50, 5-8=-12 Concentrated Loads (lb) Van: 6=-92(B) 3=461 9=461 10=-93(0) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Von: 1-4=-65, 5.8-12 Concentrated Loads (lb) Van: 6=-92(8) 3=87 9=87 10=-93(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1.4-101, 5-8=-20 Concentrated Loads (lb) Verl: 6=44(8) 3=-1219 9-1219 10= 86(8)' 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8=-20 Concentrated Loads (lb) Vert: 6=44(121) 3=-1219 9-1219 10=-86(B) 25) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1.4-131, 5.8=-20 Concentrated Loads (lb) Vert: 6=-135(B) 3=-1965 9-1965 10-136(8) 26) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-131, 5.8-20 Concentrated Loads (lb) Vert: 6-135(B) 3=-1965 9=-1965 10=-136(B) 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-131, 5-8=-20 Concentrated Loads (lb) Von: 6=-135(8) 3=-1965 9-1965 10=-136(6) 28) Reversal: Dead + 0.76 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5-8-20 Concentrated Loads (Ib) Vert: 6-135(B) 3-1965 9-1965 10=-136(13) Q WARNING - Ved/y desgn pararmtam and READ NOTES ON TWfS AND INCLUDED NREK REFERANCE PACE W7477 lev. 044UM16 BEFORE USE Design valkt for use ordy vAlh MllefM connoclors. Ms design It based only upon paaralors shovm, and a lot an Individual hulling component. rot a area system. Boloro use, the building designer must verify Iho afXAlcabU fy of design ixactrnelefs and rxopedy hcotlwralo this design Into Iho overall AckBllon al lempaary, and pormanent bracing M iTek' building design. Bating indicated is to prevent turetding of Individual Truss web and/or chard members orgy. B always required too stability and to lxovont collafne with lessltAe personal INu+Y and ptolerty damage For general guidance regarding So labbatksn. storogo. do". erection and Iuacksg of Insssr s and bra systoms, sooANSI/1PI I Quailfy Criteria, OSS-89 and SCSI SullGing Component 6904 Parke East Blvd. Safety Informatlon avaik"o nan Inns Rate institute. 218 N. Lee Siseel. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job ruse Truss Type oty Ply T11606611 739803 FG7 FLAT GIRDER 2 2 Job Reference tional Ametcan Owners Supply• winter maven. rL tenor ......r,......... ......... ...__....__. ....- IDA SgIgrOgL3bt90B_nJeOlhzlb2u-t_t6wEhuVU?E7VzxJ64VCA2uH 1 VnkixbsrOgVWzl74r 3-0.0 300 2X4 II 4x4 = 4 1.5x8 STP = 300 2 US MT20HS II Seale . 1:9.6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Ven(LL) 0.01 3-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(rL) 0.04 3-4 877 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) 0.00 3 rVe We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP NO-2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc pudins, except BOT CHORD 2x4 SP No.2 end venicals. WEBS 20 SP No.3 BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/Size) 4=951/0-8-0, 3=7461/Mechanical Max Uplift4=-98(LC 4), 3=-1492(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-688/56, 2-3=-7032/1410 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-7-0 oc, 2x6.2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDl-=6.Opsf; h=30f(; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 3 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4 except Qt=1b) 3=1492. 11)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 754 lb down and 185 lb up at 1-0-12, and 6587 lb down and 1413 lbup, at 2-10-4 on top chord, and 6371b down and 1561b up at 1-10.4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1.2- 140, 3.4=-20 Concentrated Loads (Ib) Van: 2=-6587 5=-754 6=-637(8) 0 WARNING - Verily dedpn Parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE UP-7473 tev. /09301)IS BEFORE USE. Design valkl lot use only vAlh Mltett® conneclots. Ms deslryl 6 tx ned only upon rxsanlotets stlovm. and Is lot an tridh4d al "dig component. not a Miss systotn. Before too, Ow Ixildhlg deslgrwt must vorify the ap4lbab111y of design Ixxcanelers csld profxsrly Incapotalo this design Into the ovgdl tx4dhg doslgn. bracing Indicated Is 10 Ixovent buckling of Inlcllvkkral Inns web and/or elwtd members only. Adcsttorwl tofnpoaxy cnd pettncmnt lxacng M iTek' is clways rec"ted lot slcdAl,/ ancf to revert eollorAo with poss911e personal t*sy and rxororty damage. For gonoral gtWalce regadng 0xr labricatkxn. storage, dollveM erection and bractrg of Irises and miss systorns. soeANSVrPI I Quality Criteria, DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovollcUe from buss Plate Institute. 218 N. too Sltec1. Sulle 312. Alexandria. VA 22314. Tanya. FL 33610 Truss Truss Type oty ply TiIS06812 739803 Fri Floor 32 1 Job Reference clonal rrreman omwara aupp y. 0.1.8 H 2f- =o —1 4x8 = 2 3 ID: 15gigrOgL3bt90B_rUeOlhzlb2u-LARUSaiW GC75keY7sgbkkOaS?RmgTzXISVAN2yz 174h 2F—O 10 —I f 2-0-0 2-0-10—I 40 = 4x4 = 34 FP= 4 5 6 7 8 9 17 16 15 14 300 MT20HS FP = 40 = 40 = 2x4 SP= 4x10 = Ox8 Scale . 1:37.2 4x8 = 10 11 rim 12 3x6 = 22-1.4 22.1.4 Plate Offsets (X,Y)-- 5:0-1-8.Edae),16:0-1.8,0.0.01.fll:o-l-8.EdaeL [14.0.1-8 Edael 115.0-1.8 Edgel 119.0.1.8 0-1.01 120:0-1.8 0.1-01.121:0-1-8,0-1-01 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Ven(LL) 0.50 14-15 527 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Ven(TL) 0.7714-15 339 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(rL) 0.12 12 Na We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 109lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 8.11: 20 SP No 2(flat) BOT CHORD 2x4 SP M 30(flat) BOT CHORD WEBS 2x4 SP No.3(lfat) REACTIONS. (lb/size) 18=1199/0-7-4, 12=1192/0-4.0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3935M, 3-4-3935/0, 4.5— 5370/0, 5-6=-5370/0, 6-7— 5370/0, 7-8=-3966/0, 8-9=-3966/0, 9-10=-3966/0 BOT CHORD 17.18=0/2275, 16-17=0/4924, 15-16=0/4924, 14-15=0/5370, 13-14=0/4943, 12-13=0/2323 WEBS 2-18=-2515/0, 10-12=-2551/0, 2-17=0/1835, 10-13=0/1817, 4-17=-1100/0. 7-13=-1086/0, 4-15=-43/902, 7-14=-57/887, 5-15=-317/0, 6-14=-312/0 Structural wood sheathing directly applied or 5.7-6 oc puffins, except end verticals. Rigid ceiling directly applied or 2-2.0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 20 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 16 = I I% 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. A WARMNO - Vary dadpn Parematan and READ NOTES GN THIS AND INCLUDED AIMEK REFERANCE PAGE M&7473 rev. 1400340IS BEFORE USE Design vclld for use only with MlloW conreclas. 8rs deslWl Is rased orgy upon paameters shown. and Is for an individual landing component. Ml a film systan. Before use. the btllding doslgnor must verity the applicabllly of doslpn faeaneters and properly tncorl"ato this design into the overall N"florwl lemporary and permanent ofaetrlg M!Tek' Ixoding design. Bracing Indicated Is to Ixevent txuckling of Individual truss web and/or chord members only. Is always ta"ed la statAlty and to prevent cdlgsse w11h possible personal tVr+y and pfoporty damage. For general oAdo nce regarding lie fabrkxllkxL storage, delivery. erection and Ixcv_" of trusses and Iniss systorns. seeANSI/TPI I Quality CriteAa, OSS-89 and SCSI Suftng Component 6904 Parka East Blvd. safety Information avdlable Iran teas Rate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty ply T11508a13 739603 F1`2 Floor 12 1 Job Reference(optional) e en.n uT.L I..w,.euu. Ins Cn .L,n Ant t '11 •:l5 2n17 Peae 1 nmencan ounaers ouppry. nmwr na.va, L o - - - I0:15g1grOgL3bt90B_nJe0lhzlb2u-t8EN8Hmf4kIOr004iNBvRRHvBSXY88IUEnt81Az 174c 0.1.6 H 2 4 t4 2 00 2 4.14 2.6.0-11— 2-G-0 l 1.j10 OvStale f :37.4 11 3x4 = 30 = 4x6 = 2 3 4 24 5 6 30 = 3x6 FP= 7 6 9 3x6 10 11 23 q 4 30 = 3x6 FP= 3x6 = 4x6 = 3x4 = 36 = 3x6 = Plate Offsets (X,Y)-- (2:0.1.8,Edge], (3:0-1.8,Edge], (4:0-3-0,Edge), (5:0-1-8,Edge], (6:0-1.8,0.0.0], 111:0-1-8,Edge].(14:0.1.8,Edge],115:0-1.8,Edge]. (18:0-1-8.0-0.0], 119:0-1-8 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in pot) Udell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Ven(LL) -0.46 13-14 >380 360 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Ven(TL) -0.72 13-14 >243 240 BOLL 0.0 Rep Stress Incr YES WS 0.97 Horz(rL) 0.04 12 n/a rva BCDL 5.0 Code FBC20141TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) *Except* TOP CHORD 8-11: 20 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' BOT CHORD 12-17: 20 SP M 31(flat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 20=416/0-7-4, 16=1173/0-8-0, 12=802/0.4.0 Max Grav20=429(LC 10). 16=1181(LC 8), 12=el7(LC 7) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=--687/0, 4.24=-2042/0, 5-24=-2042/0, 5.6— 2042/0, 6.7=-2042/0, 7-8=-2380/0, 8.9-2380/0, 9-10=-2360/0 BOT CHORD 19-20=0/687, 18-19=0/687, 17-18=0/687, 16-17=0/687, 14.15=0/2042, 13-14=0/2558, 12-13=0/1527 WEBS 4-16— 1007/0, 2.20=-761/0, 3-16-650/0, 4-15=0/2034, 10-12— 1676/0, 10.13-0/943, 7-14=-693/0, 5-15=-547/0 PLATES GRIP MT20 244/190 Weight: 109 lb FT = 200%F, 1 I%E Structural wood sheathing directly applied or 2.2.0 Oc purlins, except end verticals. Rigid telling directly applied or 10-0.0 oc bracing, Except: 6-0-0 oc bracing: 15-16. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 20 MT20 unless otherwise Indicated. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity, model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. WARNING. Vedly dedpn Peremerere end READ NOTES ON THIS AND INCLUDED NnEK REFERANCE PAGE MO.7473 rev. IaW/2015 BEFORE USE De*pl valid lot use only vAth WOW corvxrcbrs. 111s de*p Is based only upon paanaters shown. and Is for an IndMdual bold rig component. tot o litres system. Beforo uso. me txQd irQ designot mull verify mo crfxllloallllty of dlosfgn patanelcn and rropetiy trlcerperale thisdoslgn Inlo the overall AdditionaltemporaryandWmaontIxocdngWOW btgcJingdesign. Bracing Indicated Is to prevent t udding of IndWual Miss web and/of chard members onlY. is always ux"ed lot sta lltty and to prevent collapse wtlh possible p ersonce frMev and property damage. Foe general guidance tegadtlng mo 6904 Parke East Stod. kdxleallon, slologe. delivery. erection and tracing of frussm and Inm systems sooANSI/IPI I euallty Criteria, DS6.69 and BCSI Building Component Safety Information available from truss Plate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job rues Truss Type 0 ty TIISW814 739e03 FT36 Floot 2 1 Job Reference optional ID:I SgjgrOgL3bt908__nJeOlhzlb2u-6jwWpJoYNf7zit91KVkc34vTggVOLaTvr460KVz1742 21a'° 21002F—•0-10 4x4 = 4x4 = 4 5 6 7 0-rScale. 1 37.1 Us FP= 4x8 = 8 9 22 10 11 219 Y 3x6 = 3x10 MT20HS FP = 4x4 = 40 = 4x10 = 3x9 = 2x4 SP= 4x10 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2.0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CST. TC 0.67 SC 0.93 WB 0.88 Matrix) DEFL. in (loc) Well Ud Vea(LL) -0.50 14-15 >526 360 Ven(rL) -0.78 14 >336 240 Horz(TL) 0.12 12 IVA We PLATES MT20 MT20HS Weight: 109lb GRIP 244/190 187/143 Fr = 20*SF, I I° E LUMBER- BRACING - TOP CHORD 20 SP M 30(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 5.5-3 oc puriins, except 8-11: 2x4 SP No.2(flat) end venlcals. SOT CHORD 2x4 SP M 30(flat) BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=1201/0-7-4.12=1203/0-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3945/0, 3-4=-3945/0, 4-5=-5391/0, 5-6=-5391/0, 6.7-5391/0, 7.8— 4001A 8.9=-4001/0, 9-22=-4001/0, 10-22=-4001/0 BOT CHORD 17-18=0/2280, 16-17=0/4939, 15-16=0/4939, 14-15=015391, 13.14=0/4969, 12-13=0/2347 WEBS 2-18- 2520/0, 10.12=-2578/0, 2-17=0/1841, 10-13=0/1828, 9-13=-251/0, 4-17=-1105/0. 7-13=-1077/ 0, 4.15=0/909, 7.14=-64/843, 5.15=-320/0, 6-14= 299/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 20 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 16 = 11 % 5)'Semi•ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down at 18-0.0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Van: 12.18=- 10, 1-11=-100 Concentrated Loads (lb) Vert: 22=-13( F) Q WARNWO - V4rW dadyn Parenmt4n end READ NOTES ON THIS ANDWCLUDED WEK REFERANCE PAGE MO.7477 rov. It1WMI6 BEFORE USE Design valid too use only Win Mliek® conneckxs. this design Is Ixsed only upon rosarnoters shown. and is nor an trldvkkxA IxAdhlg component. not a Inns system. Before use. the Ixac ng doslaner must vodty the oppllcab/ity of design Mameters and property hcorixxato Ihb design Into the overall Ac"Nonal temporary aid lonncnont txcscing WOW bLAdhg design. BracinguxllcatedIstopxoventbucaklgatIndividualtrussweband/ot chord members only. E always re" od tan atatA ty and to pxovont collcirm with posslAo petsonai k*xy cm pxoperiy damage. For gerlooal gJdonce regarding mo kax1ca11m storage. clelNery. election clrxl Ixactno of Irtmas and Inns systems, soeANSI/TPI I Quality criteria, DSB-e9 and SCSI Budlding Component 6904 Patke East Blvd. Tanpa. FL 33610 Safety Information avdtablo prom Truss Plato butlfula. 218 N. Lew Sloeel. Stdte 312. Alexurxldu. VA 22314. Job Truss Truss Type oty ply TIIS06815 730003 FT4 Floor se t Job RefereLionel n_ M ,e u. .,. .. ........ 1..,. C.: I..n 1n fi'lf •'1e 9nt7 PnnAl 0- t-0 H 21---6-0 4x8 = 2 3 ID: I5gjgrOgL.3bt908_nJeOlhzlb2u-avUut fpA8zfpJ I ksuDGrcHStE3sJ41 D49PrMsxz l74Y 1I-- 10-0 --I 11-- 10-0 Ol f8 Scale . 1:36.7 40 = 40 = 3x6 FP= 4x8 = 4 5 6 7 a 9 10 1f 20 q a 34 = 400 = 3x10 MT20HS FP = 4x4 = 04 = 4x10 = 3x6 = 2x4 SP= LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Ver1(LL) 0.47 14-15 >553 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Ven(TL) 0.7214-15 >355 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 12 n/a rJa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 107 lb FT = 2W%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP M 30(fiat) 'Except' TOP CHORD Structural wood sheathing directly applied or 5.7-8 oc puffins, except 8- 11: 2x4 SP No.2(flat) end venicais. BOT CHORD 20 SP M 30(flat) BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. WEBS 20 SP No.3(flat) REACTIONS. ( lb/size) 18=1172/0-4-0, 12=1172/0.4-0 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3880/0, 3-4=-3880/0, 4-5=-5182/0, 5.6— 5182/0. 6-7=-5182/0, 7.8=-3878/0, 8. 9=-3878/0, 9.10_ 3878/0 BOT CHORD 17-18=0/2276, 16-17=0/4809, 15-16=0/4809, 14.15=0/5182, 13.14=0V4809, 12-13--0r2277 WEBS 2-18= 2500/0, 10-12=-2501/0, 2-17=0/1774, 10-13=0/1770, 4.17— 1033/0, 7-13=-1036/0, 4- 15=-73/826, 7.14— 73/826, 5.15=-320/0, 6-14=-319/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 16 = 11IS 5)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING - VerW dod0n porometare end REAO NOTES ON THIS AND INCLUDEO M/TEK REFERANCE PAGE 10-7473 rov. /0O2,2016 BEFORE USE Design valkl for use orgy with MI lek® Connectors. fits ckWUn is Iwsod orgy upon parameters shown. and Is for on hdlvldual Ixtlding Component, not a huss system. Before, use, the txudng dosigner rnust verify the <44)WakAI fy of dosW pcearnotors and properly Incorporate Ihk design Into the overall Addtkxtal temporary and poffncmnt txochg WOW baldingdesign. Brachg Indicated Is to povent buckling of IndMWxt truss web and/or Chord members orgy. Is always rogrlrod for s")Glty and to ixevenl collapse, with possble personal 1'VtW and Ixoixany, danago. For gonetal guidance regarding Ono kt) flcc f rt, slorage, dc INery, oreclkxn axj txachg of tnusos and truss syslomi soaANSI/1PI I Quality, Criteria. OSB-89 and BCSI SuBding CPRIParlent 6904 Parke East Blvd. Safety = rmatlon avallaNe Rom truss Plate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply Trr506816 739803 FrSG FLOOR GIRDER 2 1 Job Reference Uonel 0.1•a H 2-6-0-1 1-1-4 1 1 26 113:15gjgrOgL3bt90B_nJeOlhzlb2u-252GE?govHNgxBJ2Swn48V?IoTCxpTe0O2bvONz 174X t1— 1-4 Scale . 1:39.7 20 II 5x8 = 30 = 5x8 = 20 II 2x4 = 6x12MT20HS= 3x4 = 602 = 6xt2 = 3x8 FP= 6x12MT20HS= 2x4 = 1 2 3 4 5 6 7 a 9 10 11 12 13 600 MT20HS = Sxa II 3xto MT20HS FP = 6x6 = 06 II 3x8 11 3x8 11 3xl0 MT20HS FP = Sx8 11 6x10 MT20HS = 4x6 11 6x6 = Plate Offsets (),Y)--(3:0.3-O,Edge),(4:0.1-B,Edge),(6:0-5.12,Edge),(7:0-5-12,Edge),i10:0-1.8,Edge),(11:0-3-O,Edge),(13:0-1.8,Edge),[15:0-3-0,Edge),(18:0.3-O,Edge),(21:0-3-0 LOADING(pst) SPACING- 2-0-0 CST. DEFL. In poc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Ven(LL) -0.49 20 >525 360 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Ven(TL) -0.77 20 >332 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 HOrz(fL) 0.07 14 rVa n1a BCDL 5.0 Code FBC2014/CPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 5-8: 2x4 SP No.2(Uat) BOT CHORDBOTCHORD2x4SPM30(flat) WEBS 2x4 SP No.3(flat) *Except* 2-25,12-14: 20 SP N0.2(flat) REACTIONS. (lb/size) 25=2060/0-4-0, 14=1371/0.4.0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4366/0, 3-4=-6264/0, 4-5— 7245/0, 5-6=-7637/0, 6-7=-7609/0, 7.8— 7573/0, 8-9=-5769/0, 9-10=-5765/0, 10-11_ 3988/0, 11-12=-2809/0 BOT CHORD 24.25-0/4373, 23-24=0/6264, 22-23=0/7240, 21-22=0/7240, 20.21=0/7809, 19-20=0/7609, 18-19--0/7334, 17-18=0/5765, 16-17=0/5765, 15.16=0/3988, 14-15=0/2813 WEBS 2.25=-4684/0, 12-14=-3014/0, 6.20=a863, 7-19=-1073/0, 3-23=0/427, 4.23=-1061/0, 4-21=0/308, 5-21=-632/0, 11-16=0(840, 10.16-1931/0, 10.18=0/631, 8.18— 1754/0, 8-19=0/1341, 5-20-1063/4, 2-24=0/1466, 3.24=-2537/0, 12-15=0/877, 11-15=-1577/0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 151 lb FT = 20%F, I I%E Structural wood sheathing directly applied or 4.5.9 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1170 lb down at 4.1-4 on top chord. The design/selection of such connection devices) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the Truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14-25=-10, 1.13=-100 Concentrated Loads (lb) Ven:3=-1090(F) WARNING - Verlry dedpn parameters end READ NOTES ON THIS AND INCLUDED MMSK REFERANCE PAGE A07473 rev. 14=0016 BEFORE USE OeslUD valid forum orgy vAlh Mllek®conrtoclors. Ihls design U based orgy upon paarnetefs sllevA1. and Is for an InclMdual buldkV component, not 0 truss systom. Before use. Its Mi ldlnr doslgrx-r must verily the g4NIcablilly of cle*p Ixxamelas and pfoperiy, InCapotale this doslpn Into tlw overall Ackltlanal temporary and pernxaent tXacbV WOWbxlla&Q closlgn. Bracing Incllcoted Is to ptovent bucaing of hWNklual truss web and/ot chord members orgy. is always rocphed for stabllry, aril to provent cdlgm with posslAe persortal I11ay and ixoperty damage. For general guidance rogardng Mo kaxk:afbn. slotago, tic4lvery. ereellon and Ixctekng of Irtmos and Inns systems. seeANSI/fPl I Quality Criteria, OSB-89 and SCSI Sul ling Component 6904 Parke East Blvd. Safely Irgotmanw available from truss Plate Institute. 218 N. Loa Street. Su lto 312. Alexandria. VA 22314. Tarrgo. FL 33610 Job Truss Truss Type Qty ply T11so6e17 738803 FT6G FLOORGIRDER 2 f Job Reference o tional n.n_ .nnn.e .. ... .......... C.. r... 1. tt11 It 9n17 P... t v.Nncen ounue.e uVV7• .•xn, ..a.x.,, r wxw ID:I5gjgr0gL3bt90B_nJeOlhzlb2u-W IbeSKgOgaVXZLuEOdlJIuXwutbrYwSNdiKTwgz174W 0.1.8 21---0 f t—I T-1 i 2-04 —i 11— 1 H ale . 1:37 6 2x4 II 3x4 II 4x6 = 4x6 = 30 = 3x4 II 2x4 II 20 = 6x12 MT20HS = 3x4 = 2x4 II 20 II 3x6 FP= 6x12 MT20HS = 20 = t 2 3 4 6 6 7 8 9 10 11 12 13 7x8 — 3x6 11 7x10 = 3x6 FP= 06 II 3x6 11 3x6 11 06 II 3x6 FP= 7x10 = 3x6 II be = Plate Offsets (X,Y)-- (4:0.1-8,Edge], (6:0-1.8,Edge), (7:0.1-8,0-0-0], (10:0-1-8.Edge),(13:0-1.8,Edge),114:Edge,0-3-01,118:0.3-0,Edgel.121:0.3.0,Edge),125:Edge,0-3-01, (26:0.1-8 LOADING(psf) SPACING- 2-0.0 CST. DEFL. in poc) Well Ud TCLL 40.0 Plate Grip DOL t.00 TC 0.94 Vert(LL) -0.42 20 >611 360 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.66 20 >388 240 BCLL 0.0 Rep Stress Incr NO WS 0.93 HOrz(fL) 0.05 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD BOT CHORD 20 SP M 30(flat) BOT CHORDWEBS2x4SPNo.3(flat) REACTIONS. (lb/size) 25=1515/0.4-0, 14=1248/0-4-0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3-4506/0, 3.4-4461/0, 4-5-5668/0, 5.6-6085/0, 6-7— 6085/0, 7-8=-6074/0, 8.9-5097/0, 9.10-5097/0, 10-11=-3596/0, 11.12-361010 BOT CHORD 24-25=0/3150, 23-24=0/3145, 22.23=0/5668, 21-22=0/5668, 20-21=0(6100, 19.20-0/6085, 18-19=0/5975, 17.18=0/5097, 16-17=0/5097, 15-16--0/2541, 14.15=0/2545 WEBS 2-25-3375/0, 12.14=-2726/0, 12-16=0/1390. 6-20=-267/222, 7-19=-487/2, 3-23=-593/0, 2-23=0/1769, 4.23=-1319/0, 4-21=01267, 5-21=-646/67, 5-20=-452/385, 10-16=-1640/0, 10.18= 0/407,8.18=-1181/0,8-19=-52/786 PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 147 lb FT = 20%F, I I%E Structural wood sheathing directly applied or 5-2-13 oc puriins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The solid section of the plate is required to be placed over the splice line at joint(s) 22. 17. 4) Plale( s) at joint(s) 22 and 17 checked for a plus or minus 5 degree rotation about Its center. 5) 'Semi- rlgid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this thus. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501 lb down at 4-1-4 on lop chord. The design/ selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( pit) Vert. 14- 25=-10, 1-13=-100 Concentrated Loads ( lb) Vert: 3=- 421(F) A WARNING- Varlly dedpn parnmstwo and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MIF7Q9 rev. #&V2*O$S BEFORE USE ' Design valid lot use only with MIlek®conneclors. mis desIQn is based only upon paamoters Yawn, and Is rot an irndMdual ridding component. tqt a ttra syslarn. Beforo tamust the txMdW doslowmstvudfythec"311CabBlty of deign Ixframelersand Ixoperty Incorpaale Ihls cdoslgn Into the overall btlldrng design. Boeing indicated is to Ixevent Lxrcldkng of tndlvkdual tuns web aid/of chord members only. Additional temporary and permanent bracing WOW is always no l died lot stability and to Ixovont cotlgxs with possible personal k*ry and properly damage. for general guidance tegaalng the fabdcallon, slorago, dellvery. erection anal bracing of tenses and miss syskans soeANSI/fPl I Quality Cdleda. OSS-89 and SCSI 8ullding Component 6004 Parke East Blvd. Safety IMormatlon available tom Truss Plate InstfMo. 218 N.1 ee Street. Sulto 312. AlexarKfdo. VA 22314. Tampa. FL 3W10 Job Truss Truss Type oty ply Ttt5068ta 738803 FT? fbor 6 1 Job Reference Lionel nn. ..t.,. ,-.....:-- ,_- c.: ,.... 1. „n, •1.i M111 OnnI wrnncen ouna.n auVV7. •• ,m, r,a..,,..- wow 0. 1-8 I I 2." 1. 1 3xa = 2 3 ID: I 5gjqr0gL3bt90B_nje0lhzIb2u-?U9 I fgr2RudOAUTRZLpYEw460HvbHS1 W(M40TG2174V 21 — 0-10 —" X14 30 = 3x4 = 3x6 FP= 3x6 = 4 5 6 7 a 9 0x8 Seale . 1:30 5 10 RMP 7- At•A»w V. 3x6 = 3x8 MT20HS FP = 30 = 3xa = 3xa = 3x6 = 2 Q 4 1a- 1.12 1a- 1.12 Plate Offsets (X,Y)-- 15:0.1-8.Edgel.I6:0.1-8.Edgel. I10:0-1-8.Edae1.113:0.1.8.0.0-0L 114:0.1-8.Edael I18.0.1-80-1.0), j19:0.1.80-1-01. f20:0-1-8.0-1-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Ven(LL) 0.37 14-16 581 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Ven(TL) 0.59 14-16 363 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 11 n/a rda BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 91 lb FT = 20%F, 11*SE LUMBER- BRACING - TOP CHORD 2x4 SP M 30(tlat) 'Except' TOP CHORD 8- 10: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' BOT CHORD 11. 15: 2x4 SP M 31(flat) WEBS 2x4 SP N0.3(flat) REACTIONS. ( lb/size) 17=981/0-7-4.11=975/0.3-8 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3023/0, 3.4— 3023/0, 4.5=-3452/0, 5.6=-345210, 6.7=-3002/0, 7-8=-3002/0, 8- 9= 3002/0 BOT CHORD 16-17=0/1823, 15.16=0/3553, 14.15=0/3553, 13.14=0/3452, 12-13=0/3435. 11-12=0/1853 WEBS 2-17=-2016/0, 9-11=-2034/0, 2.16=0/1326. 9-12=011270, 7-12=-132/361, 4-16=-589/0, 4- 14= 332/345, 6.13=-27/405, 6-12=-119610 Structural wood sheathing directly applied or 2.2.0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) - Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nalls. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 4u WARNING - Verily dedpn parameters and READ NOTES ON THIS AND WCLUDED M17EK REFERANCE PAGE M&7479 rev. t GIMIS BEFORE USE Oosl® t vdld la use orgy with Mtlek® conneclots. Ilds design is based only upon parameters showrx and Is rot an Irdlvlduual nodding component. not o ntas system. Before use, lho Ixaalng designs mtnt verify the olbixlccdbllfy of design paanorers and Ixopedy hoorporab this design Into rho ovetdt only. Additional temporary and permanent txacing M iTek' buildingdesign. Bracing Indicated Is to prevent Ixrckling of hdIvklutal buss web and/err chord members is dways requited for stability and to prevent collgxse with possftAo lxnsond Injury and propo" do rnoge. For gonorar guidance regarding the Iax1colkxt. slorctge. dolivory. erecllon and IxocMg of fnssses cind Inns systems, sooANSI/111I I Guanty Cdledo. DS8-69 and SCSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Safety Information ovdtalAo from Itu ss hale Institute. 218 N. Lco Street. SUIo 312. Alexandria. VA 22314. Job Truss Truss Type 0 ry ply T1,506ete 739803 FT8 Floor 4 1 Job Reference(optional) Rmencan auroras ouppry. mnr r —on. ru aa v 0.1.8 H 1.11-12 2.6.0 19 4x8 = 3x8 = 2 22 3 ID. 15gIgr0gL3bt908__;Je Ihzku-?U91tg2RudOAUTRZLpYEw47DHuRHN4WrM40TGz174V 2.4.14 i 0-4 3x6 FP= 30 = 30 = 4 5 6 7 8 0xe Scala . 1:30.5 3x4 = 9 10 If [- 7.F31 pppppp w I OfflEmadP" Op s1I[uI7 1• t•ram I 4x8 = 34 = 3x6 FP= 3x8 = 36 = 3x6 = 2.3 q 18.1.1221! 15-10.8 Plate Offsets (X Y}- 12:0.3-0.Edge),16:0-1-8,Edge),(7:0-1-8,Edge),(10:0-1-8,Edge),113:0-1-8,0.0-01.114:0-1-8,Edge),(18:Edge.0-1.81,119:0-1-8,0.1.01,120:0-1-8,0.1-01,121:0-1.8 0•1-01 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (ioc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Ven(LL) 0.13 14-15 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Ven(TL) 0.2011.12 948 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.03 11 n/a rda BCDL 6.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(llat) WEBS 2x4 SP No.3(ilat) BOT CHORD REACTIONS. (Ib/size) 18=-876/0-7-4, 17=2103/0.8-0, 11=729ro-3-8 Max Uplift I8=-956(LC 4) Max Grav 17=2103(LC 1). 11=729(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.22=0/1637, 3-22=0/1637, 3-4— 1397/0, 4.5= 1397/0. 5-6— 1397/0, 6-7=-1998/0, 7.8-1975/0, 8-9=-1975/0 BOT CHORD 17-18=-1637/0, 14.15=0/1998, 13.14-0/1998, 12.13=0/2001, 11.12=0/1323 WEBS 2-17-1219/0, 2.18=0/1892, 3-17=-2003/0, 9-11=-1450/0, 3-15=0/1349, 4-15=-277/0, 9-12=0/721, 8.12=-256/88,6.15=-712/0, 7.12=-376/217 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 209oF, 1 I%E Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 6-0-0 oc bracing: 17-1S. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 20 MT20 unless otherwise Indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 18=956. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this.truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Q WARNING - Vedly dedpn pararnoon and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M0447? mv. fSell,2016 BEFORE USE Dress( vdid for use only v41h MI lek9 connectors. this design is txaod only upon Ixaameters shavrl, and Is la an Individual txfltling component. not a tnas system. Before use. the IxAding designer must verify the agxlcadalty of design rxxameters and propotly 6eorporoto 0ds design Into the overall txiding duslgn. 8rocing Irlcftaled Is to txovent buckling of InUMdtxl truss web and/or Chord members only. Adaillonai lemparary and pattnarenl txocWQ M iTek' is always rocalred lot stability and to prevent co8gno w11h posse personal t,R[y and Ixoporry, damage. For general guldance tegatdng Se fatxlcallm storage, delivery, erection and tracing of lases and Inns systems scoANSI/IPI I Quality Criteria, OSS-89 and SCSI Sulkling Component 6904 Parka East Blvd. safety Informalfan available notn In= Plate Inslltuto. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tonpa. FL 33610 Job TruSs Truss Type ty T1t506920 739803 FT9 Floor 2 t Job Reference o tional H 1-1 0.12 2-&0 2x4 II 2x4 = 2x4 = t 4 1 Sx8 = 3x8 = 2 3 ID:I SgjgrOgL3bt90B_rUeOlhzlh2u-TgfPsOsgCCIFoe 1 d72Knm7dG3hFUOpff4OpZ?iz 174U 2.4.14 2-4.10 2z4 II 3x6 FP = 3x4 = 30 = 4 5 6 7 2.7 8 l Scale . 1:31.3 6x6 = 20 II 30 =3x4 = 8 9 10 Sx6 = 3x6 = 34 FP= 3x8 = 2x4 II 2x4 II 3x10 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.16 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 8C 0.75 Vert(rL) -0.31 11 >599 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.02 10 We n/a BCDL 5.0 Code FBC2014TrP12007 Matrix) Weight: 92 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 18=-875/2.7.4, 10=722/0.3-8, 17=2091/2-7-4 Max Upliftl8=-992(LC 7) Max Grav 10=722(LC 4), 17=2151(LC 7) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=0/1825, 3-4=-1360/0, 4-5=-1360/0, 5-6=-1360/0, 6.7=-1928/0, 7.8=-1347/0, 8-9-1347/0, 9-10— 1351/0 BOT CHORD 17-18=-1825/0, 16-17=-167/320, 15-16=-167/320, 14-15=0/1928, 13-14=0/1928, 12-13=0/1928 WEBS 2.17= 1337/0, 2-18=0/2109, 3-17=-1983/0, 10.12=0/1465, 8-12=-278/1, 3.15=0/1328, 4-15=-280/0, 7-12-640/0, 6-15=-660/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=992. 3) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.13V X 3') nalls. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. WARNWO - Verify dedpn par.tme and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MP7473 mv. I&03M16 BEFORE USE Design va ild la use only with IA1ok® Connoelors. MS design IS based orgy upon paKnnelers shown, and is for an Individual txddktd component, not o htrs sysiotn. Before tao, the IxdlclW doslgner mtal velfy line cyXllkabllty of design paiofneters and Ixolmly hteafocato this design Into the overall Addllbnad fernporary and perrnanent txacing MiTek' building design. BiaCing Indicated Is to Ixovenl budding of Indlvalat Inns web and/or Chord members only. Is always featured for stability and to prevent collgxe Win possille porsonal kkey and property damage. For gonad guidance regadkng the 1Mxk:atlon. sloarge. delivery, ofocllon arnd txachV of tnfsses and truss systems. sac-ANSI/M I Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd Safely Information avallatxe torn fruss Hate hnstltule. 218 N. Lee Stwel. Sulto 312, Alexandrlo. VA 22314. Tampa. FL 33610 Job russ Truss Type City ply Ti1506821 739803 Frio Floor 10 I Job Reference Lionel nnq — o,n—. 0-1.8 H 1 2.6.0 3xa 2 IDA SgjgrOgL3bt90B_nJoblhzlb2u•LARU8a1W GC75keY7sgbkkOa3rRn4T?i15VAN2yz 174h 2.5.12 1-10-0 S.W. 1:30.1 20 11 20 II 2x4 II 3x4 = 3x6 FP=2x4 11 3x6 = 2x4 = 3 4 5 6 7 8 9 3x6 = 3x6 = 3x4 = 3xa MT20HS FP = 3x8 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Ven(LL) -0.54 11-13 >386 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Ven(TL) -0.81 11-13 >259 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.06 10 We n/a BCDL 5.0 Code FBC20141TPI2007 Matrix) Weight: 86 lb FT = 20%F, I I*SE LUMBER- BRACING - TOP CHORD 20 SP M 31(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except 6-9: 2x4 SP No.2(llat) end verticals. BOT CHORD 20 SP M 31(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-12: 20 SP M 30(flat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 15=953/0.3-8, 10=953/0-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.3= 3183/0, 3.4=•3183/0, 4-5_ 3183/0, 5.6=-2955/0, 6-7=-2955/0, 7.8=-2955/0 BOT CHORD 14-15-0/1805, 13-14=0/3183, 12-13=0/3416, 11-12=0/3416, 10.11=0/1817 WEBS 2-15— 1980/0, 8-10=-1994/0, 2-14=0/1544, 3-14=-497/0, 8-11-0/1259, 5-11=-512/0, 5-13=-476/293 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q wARNWG • verily dedyn perwnetore rand REAO NO7ES ON THIS AND WCLUDED WEK REFERANCE PAGE MO-7473 rev. I&V3,20I6 BEFORE USE Design vak7 la use aly vAth NV Iek®conneclots. this doslgn Is based oNy upon Ixxameters shown. and Is lot an Individual buld ft component. not a tnss system. Before use. the IxAkMV deslgnot rntal verily the aplxlcaAlty or deslan paarneters =1 propody Incorporate Ihh design into the Ovoid, Addtkxnal temporary aid txocuv MiTek' btDdng design. eachg kxftaled is to prevent LucaIng of IndWkWa truss web and/or Chad members only. pormanont Is clways rogrhed to statAlly and to lxovenl cdlaim with posONe pelsalai WJy and properly danogo. For general grldanco regadIng the labrkalkxt, storogo, delivery. erection aril bracing or tnussos ernd fnrss syslerns, sec-ANSI/rPI I Quality Criteria, OSS-69 and SCSI Building Component s Ernst Blvd. 6904 Park*Eas336 Safety Information available kern truss Plate mslllute. 218 N. Lee Street, Sulto 312. Alexaldrla. VA 2231 A. To nVo t 0 Job I russ Truss Type Qty Ply Tft506822 739903 MOA Floor 2 t Job Reference Uonal ID: ISglgrOgL3bt908_nJeOlhzlb2u-pN?sLwi90WFyMo7JOx6zHb70Ar8JCTZuK9vxaPz174g 26-0 2.2-8 1 10-0 0*8 Scale . 1:29.7 3x6 = 20 II 3x8 = 2x4 II 2x4 II 3x4 = 2x4 II 3x6 FP= 2x4 = 2 3 4 5 6 7 8 9 16 v 3x6 = 3x6 = 30 = US MT20HS FP = 3x8 = 3x6 = f 7.5-0 7_cn Plate Offsets (X.Y)-- ll:Edge.O.1.81.13:0-1-6.EdgeqL(4:0-1-8.0.0.01.19:0-1-6.Edgel.113:0-1-e.Edgel.114:0-1-8.Edge1.116:0.1.6.0•t-01 LOAOING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.89 Ven(LL) 0.49 11-13 421 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.77 Ven(rL) 0.7311-13 281 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.70 Horz(rL) 0.06 10 rva rt/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 86 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 7.9: 20 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) 'Except' BOT CHORD 10.12: 20 SP M 30(flat) WEBS 2x4 SP No.3(llat) REACTIONS. (lb/size) 15=944/Mechanical, 10=938/0.4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3086/0, 3.4= 3086/0, 4.5— 3086/0, 5.6=-2891/0, 6-7=-2891/0, 7-8=-2891/0 BOT CHORD 14-15=0/1780, 13-14=0/3086, 12-13-0/3321, 11-12=0/3321, 10-11=0/1782 WEBS 2.15=-1959/0, 8-10=-1956/0, 2.14=0/1460, 3-14=.460(0, 8-11=0/1226, 5-11=-47e/0, 5-13=-473/269 Structural wood sheathing directly applied or 2-2-0 oc puriints, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) -Semi-rigid pitchbreaks with fixed heels- Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Off (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect taus backwards. WARNING • Vedly dedgn pammetere and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE AO-7473 rev. MUM BEFORE USE Design valid for Ube only vAt1 Mltek® connectors. this design is bored only upon paameters Uwvm. and is for an htdMdual building component, not a lass syslern, flolao mo. the building designer must verify the cyx3llcab 1lty of desl0t pxmanolets cIndf pxoferiy Itcorporalo this design Into the overall buildng design. Bracing Ind1wfeci Is to lxovenl bucaing of ktdivldtxl trim web and/or chord members orgy. Additional temporary and permanent bracing Welk' Is always te%bod fa stability on d to prevent collapse vAth possible persorxl"and property damage. For general guidance regarding Ito Iabdcaliarx stotago. dollvery. erection mi txac&V of Inures dmd rnm syslomA sooANSifn4I Quality Criteria. OSS49 and BCSI BuiWNg Component 6004 Parke East Blvd. Safety Information ovailabslo (torn truss Rate InstlMe. 218 N. lee Street. Suite 312. Aloxcndria. VA 22314. Tampa. FL 33610 russ russ ype y 711506823r739803FT11Floor181 Job Reference(optional) ID: t Sgjgr0gL3bt908_Ne0lhzlb2u•pN?sLwj90W FyMo7JOX6zHb70sr9SCTeuK9vxaPz 174g 26-0 2.1-0 1I11.8 0*8 Scale . 1:29.7 3x6 = 2x4 11 30 II 318 = 20 II 2x4 II 30 = 2x4 II 3x6 FP= 2x4 = 1 2 3 4 5 6 7 a 9 3x6 = 34 = 3x4 = 3x8 MT20HS FP = 3x8 = 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.48 11-13 >434 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.76 Vert(rL)-0.7211.13 288 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W8 0.69 Horz(TL) 0.06 10 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 86 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 3.1-0 oc pudins, except 7-9: 2x4 SP No.2(flat) end verticals. BOT CHORD 20 SP M 31(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 OC bracing. 10-12: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 15=944/Mechanical, 10=938/0-4-0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-3080/0, 34=-3080/0, 4.5=-3080/0, 5-6=-2891/0, 6.7=-2891/0. 7-8=-2891/0 BOTCHORD 14-15=0/1780, 13-14=0/3080, 12-13=0/3326, 11.12=0/3326, 10.11=0/1783 WEBS 2.15=-1960/0, 8-10=-1956/0, 2.14=0/1450, 3.14= 455/0, 8-11=0/1225, 5-11=-484/0, 5.13_ 482/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Q WARNING • Verily aerMpn peametwr end READ NOTES ON nets AND INCLUDED MREK REFERANCE PAGE MO.7473 rov. ra,03QOIS BEFORE USE Design vaild fee use orgy wlm Mllek8 conneclors. IIYS deSl{ n k tX60d orgy upon paametem Shown. and is for an Individual bxAdkng Component, r101 a Miss spleen Before ttse. life lxlldhg designer must verify tree appliCCa]IIIY of design parameters and ixoperly kncaporafo link design Into One oveklll orgy. Addllonal lernporary and pormanent tracing MiTek' building design. Bracing Indicated Is to prevent buckllrlg of IrdNldtKl truss Wob and/or Chord members Is always rogflred fee skslAty and to peveni collapse wllh possilAe personal WuY and popenY damage. Fee general grldaece regarding Bee kdxk:atbR andstorage. dellvery, erection alxackng 01 Iftmes and buss systems saeANSI/IPI I Quality Criteria, OSB-89 and SCSI 8u0dlnp Component 6904 Parke East Blvd. Safety = motion avallatxe norm truss Rate institute. 218 N. Lee Street. State 312. Alexandria. VA22314 Tango. FL 33610 Job Truss Truss Type oty Pry Ttt506824 739903 FTt2G FLOORGIRDER 2 t Job Reference(optional) ru.wncan ounce.• ouyyry. .. n,ro, .,u..,,. rc ..w.v 26-0 5x6 = 36 FP= 3x6 II 2 3 4 ID: 15gjgrOgL3bt90B n,te0lhzlb2-u-HZZFZFlnnpNp_yiW EeCgpfP8FStxsp2YpfU6rz174f I.S.0 Scale . 1:29.7 602 = 3x6 FP= 3x6 II 7x6 11 4x6 II 3x6 11 2x4 = 19 5 6 20 7 21 a 9 22 10 Is 9 a 3xg _ V 3x6 FP = 20 II 2x4 II 4x6 = Sx10 = 4x12 = 17.5-0 t7-" LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in floc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Ven(LL) 0.30 12-13 >692 360 TCDL 10.0 Lumber DOL 1.00 BC 0.96 V@n(TL) 0.39 12-13 >522 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Hor2(TL) -0.08 11 n/a We BCDL 5.0 Code FBC2014/rP12007 (Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) *Except' TOP CHORD 1-8.3-10: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD 11-15: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flal) *Except* 9.11,5-16: 20 SP No.2(flat) REACTIONS. (lb/size) 17=690/Mechanical, 11=462/0-4-0 Max Uplift I 7=-596(LC 10), 11-1391(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1888/3023, 3-4=-1888/3023. 4-19=-1888/3023, 5.19=-1888/3023, 5.6=-1779/4761, 6-20=-1381/4751, 7-20=-1381/4751, 7.21-1381/4751, 8.21=-1381/4751, 8-9-1381/4751 BOT CHORD 16-17— 1435/1267, 15-16=-4761/1779, 14-15=-4761/1779, 13.14-4761/1779, 12.13=-4761/1779, 11-12=-3092/807 WEBS 2-17-138311566. 9-11=-876/3370, 2-16— 1739/681, 4-16-31820, 9-12=-1858/628, 7-12=-87/ 898, 5-16=-1392426, 6.12=-691/187 PLATES GRIP MT20 244/190 Weight: 113lb FT= 20*SF, II%E Structural wood sheathing directly applied or 6.0.0 oc purlins, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100lb uplift at joints) except (jt=lb) 17=596. 11=1391. 4)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1 Od (0.131' X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 630 lb up at 7.3-4, 630 lb up at 9-3.4, 630 lb up at 11-3-4, and 630 lb up at 13.3.4, and 630 lb up at 15-3-4 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead r Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert' 11.17=- 10, 1.10=-100 Concentrated Loads (lb) Vert: 6=146( B)19=146(B)20=146(8)21=146(B)22=146(B) 0 WARNWD - VmUy d4dgn Paremat4re 4nd READ NOTES oN THIS AND INCLUDED AMEK REFERANCE PACE NO.7473 rev. IM14016 BEFORE USE Destgn valkl for use only with Mllek0 connectors. M design is txwd oNy upon paranetem shown. and Is for an Individual txdding cornponenl. not a lllm System. Ileforo use. tho building designer musl vedly the ap0kCal7111y of design parameters and prolxrly Incoporato this design Into the ove1c11 building design. Bracing undlcaaxt Is to lxovenl budding of Individual truss web and/or chord members only. Addlllonrd lempoary and r"frK wnl txcrJng MOW Is always rocp4ed fa sictAlty and to prevent calla so wllh lxtaflle personal 1Wy and property danago. For genoral guidance regaa9ng Rho rcdx1catlon, stoclgo, dallvery. oecflon and txaclrng of trusses and lam syslems. soc+ANSI/IPI I Quality Criteria. OS9.99 and SCSI 9ulWlng Component 204 Parke East Blvd. Safety Informatlon available from truss Plale Institute. 218 N. Loo Slreel. SJIo 312, Noxandda. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply Tft506625 739803 F714 Floor 4 t Job Reference(optional) American aaiwere auppry. ..nn•, r,•.•,,, 11 eou•v 0-1-8 H 2.6-0 2x4 II 2x4 = 3x4 = 9 1-4-4 20 II 2x4 II 3 4 ID: Sgjgr0gi-3bt90B_nJe0lhzlb2u-HZZFZFjnnpNp_yIW_EeCgpNlFXlx?J2YpfU6rzI74f 30 = 5 0 1 6 Scale • 1:20.4 20 II 2x4 = 20 = 6 I 9 8 3x4 s 3x6 = 12-1.4 12.1.4 Plate Offsets ()(-Y)-- 3:0.1-8.Edgel.14:0.1.8.Edael.16:0.1.8.Edge1.18:0.1.8,Edgel.19.0-1-8 Edael 111.0-1-8 0.1-01 f12:0.1.8 0-1.01 113:0-1-8.0-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in loc) Ildell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.12 9.10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.59 Vert(TL) 0.23 9.10 603 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 HOrz(TL) 0.03 7 rVa We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 61 lb FT = 2MSF, 1 I%E LUMBER - TOP CHORD 20 SP No.2(Ilat) SOT CHORD 2x4 SP No.2(Ilat) WEBS 2x4 SP No.3(Ilal) REACTIONS. (lb/size) 10=642/0-4.0, 7=649/0-7.4 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1596/0, 3-4=-1596/0, 4-5=-1596/0 BOT CHORD 9-10=0/1133, 8-9=0/1596, 7-8=0/1115 WEBS 2-10=-1241/0, 5-7=-1232/0, 2-9=0/591, 5-8=0/605 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 0 WARNING - Vedly dedgn parameters and READ NOTES ON THIS AND NNCIUDED WTEK REFERANCE PAGE 1107,1173 rev. IMMIS BEFORE USE. DoAln vc9ld lot use only Win Mllek® Conneclors. this design is based only upon rotanelers grown. and Is for an Individual building component, not a 91m systom. Beforo use. the lxlidIng desigtxa must verily the aiYAleCdAily of dle$Vl paametots and properly Incorporate this deslon Inlo the overall only. Additional lempotay and MMCff enl IxacIng WOWbuildingdesign. Bracing Ux9catod Is to proven) hackling of Intrust individualtweband/or chord members is always rocpOed lot stability and to prevent collgpso vAth gxmlble personal k*xy and popery damage• for general guldance togadhtg the fabrication. slonage, dolNory. election and IxctClng of IntsSes and Inns syStufns. soeAN$l/IPI I Quality C1teAo, OSS-69 and SCSI 6ullding Component 6904 Parke East Blvd. Safety Infomnaton awAlalxe tom Ism Plato Institute. 216 N Lee Street. Sullo 312, Aloxandta. VA 22314. Tampa, FL 33610 Job cuss Truss Type 0 ty T11506826 730803 MIS floor 2 1 Job Reference panel ID:I Sgjgr0gL3bt908_nJeOlhzlb2u4l6dmbkPY7Vgb6GiYy9RMOCglfu9gReBnTOl eHz 174e 0.1.8 1•tA i-'1 r 2-" Scale .1:20.0 3x6 = 30 = 2x4 II 2x4 II 30 = 30 II 2 3 4 5 6 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.21 9-10 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 HOrz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 61 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=631/0.4.0, 7=637/Mechanical FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/0, 3-4=-1549/0, 4-5=-1549/0 BOT CHORD 9-10=0/1109, 8.9=0/1549, 7-8=0/1111 WEBS 2-10=-121510, 5-7=-122310, 2-9=0/559, 5-8=0/558 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1Od (0.13V X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 0 WARNING - Verily ded9n perametwo and READ NOTES ON THIS AND WCLUOEO MREX REFERANCE PAGE 11111-7473 ray. laW/2015 BEFORE USE Deslgl valkl for use ordy vAm Ml lek®connuctors. tM deslgl b Ixaed only WM palamelers shown. and b lot an IrldfAclu d txrlcfhg component not a frtts solom. IW too ttso. Ile lxadng deslgrer must vodty Ito applicability of doslgn patanelos arul properly Incopotalo tilh doslgn Into the ovoall LxAdng design. bracing Indicated Is to txovont buclding of hdNklual IfLm web and/a cfsad memlxns only. AddikKxd temporary arxl perrnci ont txcr-bV MiTe k' Is always tocRdted for statAlly and to prevent coflgne Win posUe personal "aid properly danage. for general gsldalce regQdng 010 fabilcallon. storctgo. dallvery. erection <vKl Ivochg of frtmes <md frus systems sooANSI/TPI I CuaIIM Cdtedo. OS8.69 and SCSI luOdhg Component 6904 Parke East Blvd. Sarah Information avcW)Io from truss Rate Inslltuto. 218 N Lao Shoal. Sflte 312. Alexandrio. VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oty ply T1t506827 739803 FT17 floor 4 t Job Reference tional in C•i r..w 9n t t 'lt •'Yi 2117 Dwnw t American Builders Supply. Winter Haven. FL 33890 12 IDA SgigrOgL3bt90B_nJeOlhzlb2u-116dmbkPY7Vgb6GiYy9RMOChHtwKgSbBnTOl eHz 174e 0.1.8 H 2-6-0 1.10-0 1F, 1.8 i 1 10 i 30 = 2 3x4 = 1 Scale . : 7.5 3x4 = 3x4 = 10 8.8 10.6.8 14 44 13 Plate Offsets (X.Y)- 13.0.1 8 Edge], 14.0-1.8 0.0-01 16.0.1.8 Edgel f8.0-1-8 Edael 19.0.1.8 Edge) 111.0-1-8 0.1.01 112:0-1.8 0-1-01.113:0-1-8.0-1.01,114:0-1.8.0-1-01 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) 0.06 7.8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) 0.12 9.10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 7 n/a rt/a BCDL 5.0 Code FBC20141TPI2007 Matrix) Weight: 54 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) BOT CHORDWEBS2x4SPNo.3(flat) REACTIONS. (lb/size) 10=559/0.7.4, 7=559/0.8-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1180/0, 3-4=-1180/0, 4-5=-1180/0 BOT CHORD 9-10=0/902.8-9=0/1180. 7-8=0/902 WEBS 2.10=-1003/0, 5-7=-1003/0, 2-9=0/414, 5-8=0/414 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING. Verily design paromaters and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE M674" rev. I041MIS BEFORE USE Design vdid la use only vAln f4lekt9 eonnoclars. Ms design It based orgy Upon paramelets Mown. and Is for an YWNkhKI bxAding component. not a ktas system. Bolero tiro. line Ix/lding designer mtal verify Ito a Alcribill fy of design txtramelors and lxotedy Incotparato Ms design Into the overall Additloncl lomparary and bxctckng MiTe k' building design. Bracing indicated Is to Ixovenl bxtcakt0 of Indivldti l Imss wob and/or chard members only pormonent is always togUred tar stability and to txevent collates wllh tes"o personal rnkav and properly damage. for ponetal guidance tagardkng tho ladlcafbn storage, delfvery. erection cmcl bracing of fnmw and truss systems. seeANSI/rPll Quality Criteria. DSO-89 and SCSI Building Component 6904 Parka East Blvd Tampa, FL 33610 Safefy Information avaltable warn Irtlss Plate Insillule. 218 N. Lee Slroot. Salto 312. Alexandria. VA 22314. Job Truss Truss Type oty Ply T715 MS 739803 Frig Floor 2 t Job Reference Lionel ID: 15gjgrOgL3b1908_n.leOlhzlb2u•Eyg?_xl1 JRdXDGru5fggvEls42GyPvwLO78b8iz 174d 0.1-8 H 2." { 1-10-0 0-10-4_i i 1.104_ OLL28 Scale. :17.2 20 = 2x4 = 2x4 II 30 = 20 11 120 11 2 30 = 3 42x4 II 5 620 = 1 I 6 6 9 6 3x4 = Iri3x4 = nP tY A 76 30 = , US = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.34 BC 0.39 WB 0.27 Matrix) DEFL. In Ven(LL) -0.05 Ven(rL) -0.11 Horz(TL) 0.02 loc) Udell Ud 7.8 >999 360 7-8 >999 240 7 n/a We PLATES GRIP MT20 244/190 Weight: 53 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=541/0-8.0, 10=548/0.7.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/0, 3-4=-1139/0, 4-5=-1139/0 BOT CHORD 9-10=0/879, 8-9=0/1139, 7-8=0/893 WEBS 2.10— 978/0, 5-7— 982/0, 2.9=0/385, 5.8=0/375 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained byother means. 4) CAUTION, Do not erect truss backwards. Q WARNWO • Verily dedgn pamnotnr and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE A07479 rov. faOMIS BEFORE USE Design valid for use orgy vAlh Mlek®connectots. this do*p Is txIsed orgy upon paaneters shown. oil Is lot al tWMduol lxAGling component, rqt a trusssystem. Bolae (50. the tx&t ng closlgnlut mull vodly the cy1)11ed111ty of doslgn Ixuanelers and rxoperly incorpotaW tNs doslgn into the ov b4cling design. Bracing IrvJlCded Is to Ixoveni IxK:klIng of IrWW(K9 Inns web and/or chord mombets only. A&flllorx9 temrotay aKf purmalenl Ixocing MiTek' is always rec4Jrod for slotAlly aW to fxevenl collapse Win posslole petsonc9"and Ixoparly clamage. Fot genotd ptldonce reowdlrQ the siomoe. delivery. election and bracIrg of fatsses and Inns systems. swANSI/IPI I ataury Criteria. OSS-89 and 8CS18u8ding Component 61104 Parke East Blvd. Safety Infotmarion ovalk"O from Ituss Flato Institute. 218 N. too Streol. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type oty ply T11506829 739803 FT19 Floor 10 Jab Reference optional o..w... .vv.1. - 10:15glgrOgL3bt908_nJe0lhzlb2u-Eyg? x11JRdXOGruSfggvElpN2KgPooL076b8jz174d 1 l 10 9 0.1-5 H 0.11-e 2.6-0 , i 1-7.4 Scale. 1:114 7x6 = 34 II 6x6 = 3x6 II 11 2 3 4 6xl2 = 06 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014ITP12007 CSI. TC 0.57 BC 0.14 WB 0.73 Matrix) DEFL. in Vert(LL) 0.01 Ven(rl-) 0.01 Horz(TL) -0.01 floc) Well Ud 6-7 >999 360 6-7 >999 240 5 We n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 200%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11.4 oc puffins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=-352/Mechanlcal, 7=3231/0.8.0 Max Uplift5=-530(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=0/2233, 2-11=0/2233, 2-3=0/2234 BOT CHORD 6.7=-916/0, 5.6=-915/0 WEBS 2-7-335/0,3.7-1626/0.3.5=0/1072, 1.7-3150/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=530. 4)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: "=-10. 1-4=-100 Concentrated Loads (lb) Vert: 1=-2260 Q WARNING - Vedly dedpn puarrratem and READ NOTES ON THIS AND WCLUDED MrrEK REFERANCE PAGE N9.7473 rev. 160202016 BEFORE USE. Design valid for use only vAth Ml lek® con neclors. Rik desigh Is based only upon paametefs showh. and Is for an kxllVOjd building component. non a trrss system. Before use. Iho building designer must vonfy Iho c"AlcatAlly, or do*ln 1ja ameters and Ixoporly Incarporato 0% design into the ovmall Additional lernWary and potmanonl tearing MiTek' building design. Bracing indicated Is to prevent bucidlrnd of IndlMud truss web and/or chord members only. k always requited for stability and to Ixevont collopso with possible personal trNay and lxop ony damage. For genonal guidance regarding the fablicarion. stotago, darlvory. Creation and tracing or trusses and Inns systoms s<.-eANSt/fPl I Quality CAfrrrla. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovaflable from truss Plate Institute. 218 N. foe Street. Suite 312. Noxandrk,, VA 22314. Tanya. FL 33610 Job russ Truss Type y 150TI6830 739803 1`720G Floor Girder 2 1 Job Reference liana, 7 PAmericanBuildersSupply. Winter Haven. FL 33880 7.640 a Apr 19 2016 Mffak Industries. Inc fn Jun — 11: 1: 201 age 1 I0:15gjgtOgL3bt90B_rUeOlhzlb2u-t8ENBHmf4klOr0041NBvRRH3tScb811 UEnt81Azl74c 0-8.12 0 7.12i I 30 II 11 2 4x6 = 3 2x4 II 4 20 II 5 4x6 = 6 3x4 II Scala . 1:9.5 4x6 = 496 = LOADING (psi) SPACING- 2.0.0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO SCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP N0.2(flat) SOT CHORD 2x4 SP No.2(fla0 WEBS 20 SP No.3(flat) REACTIONS. (Ib/size) 10=1189/Mechanical, 7=1081/0-3.4 Max Grav 10=1190(LC 3), 7=1081(LC 1) CSI. DEFL. In hoc) Udefl Ud PLATES GRIP TC 0.21 Vert(LL) -0.01 9 >999 360 MT20 244/190 SC 0.43 Ven(TL) -0.02 9 >999 240 WB 0.54 Horz(TL) 0.01 7 n/a r1/a Matrix) Weight: 30 lb FT = 200bF, I I%E BRACING - TOP CHORD Structural wood sheathing directly applied or 4.3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1291/0, 3-4— 1342/0, 4-5— 1288/0 BOT CHORD 9-10=0/769, 8-9=0/1342, 7-8=0/734 WEBS 2-10-1332/0. 5.7-1272/0, 2-9=0/1037, 3-9=-882/0, 5-8=0/1129, 4-8— 953/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss With 3.1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down at 0.6-4, and 881 lb down at 1-10.4, and 894 lb down at 2-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-10=-10, 1.6-100 Concentrated Loads (Ib) Vert: 3-844(F) 4-844(F) 11=-134(B) Q WARNING - Verily design pandmetere end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. 140MIS BEFORE USE Design valid rot use only wtm W 1ok® conractels. Btls design is based orgy upon parameters shown. and Is for an IndivkAn, bulding component. rlol a tuns sysleln. Before uso. me building deslgtar must verity the applicability of deslgrt paanoters and property Incorporate this design alto the over,, building design. Brocing kxflcated Is to prevent twcldtng or IndWu, Inns web aid/or chard members orgy Addi llon, temporary and permanent bra ctrlg WOW S always tequlred for stability orld to prevent collapse wllh possible porsonall InM+y and property danage. for gonetal guidance regarding tM fatxlccdbn. storage. ak.4Noty, election and btaaing of Intrses and tnrs systurns. s0eANSI/1PI I Quality CAledo. DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Information a vallable from trust Rate institute. 218 N. Lee Street, S1dla 312. Alexarxlna. VA 22314. Tamps. FL 33610 Job tossTrust; Ipe H T11506837 739803 FM Floor 2 7 Job Refererce(optional) e . uT. 4.A..e..... rn.. [., J,m 9n u91 'M 9r1t4 P•ew t nnroncar, ounan• oWyq. .....o....e., ..wo.. - I0:15gIgrOgL3bt908_nJe0lhzlb2u-AKoIOdmHr2tfSZ?HD4i8 fgEgslKtlktlTRdtfcZ174b 00-12 r 20-0 i 4 1 30 II 2 3x4 = 3 3x4 = 4 20 II Scale .1:e.s 9 20 = 3x6 = 3x6 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In floc) Well Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Ven(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 HOrl(TL) 0.00 5 We We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 26lb FT = 20*SF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2.8 OC puffins, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=218/0-3.8, 5=212/0-4.0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-8=-262/0, 3-5— 263/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Q WARNWG - Verify datlpn pantmeton and READ NOTES ON THIS AND INCLUDED AVTEK REFERANCE PAGE MD-7473 rov. 10MMO1S BEFORE USE. Design valkl la use only vADl Mlek®connoctas. IhIs design Is txnod orgy upon paometers sftown, antl Is lot an hdMd al txAding cornponenl, fqt a miss syslet n. Boloto use. the txAding doslgnor must vcdtV the gXXICab1Ity of design Ixaamotors aril Ixopotly lncorl"ale me design Into the ovotallonly. Additional tempoca y ax1 permanonl broctng M!Te k' btOdtrtg design. ®acing Indicated Is to prevent buckling of InclI lua l truce web and/or chord rnembets Is always tegW ed for stability and to Ixevont cdlalxo wllh possible personal k*jry and Ixolxxty damage. rot general gulda7co roWaling me KrbrlCalbR storage. dellvory, erection and txacklg of Inures and tnm system& srx:ANSI/rPI I CualUy, Cdtatla. OSR-89 and SCSI Building Component 6904 Parke East Blvd. Tampa. FL 33610SafetyinformationavailableeotntrussRateInstitute. 218 N. Lee Street. StAto 312. Alexandria. VA 22314. Job T russ truss type ty T11SO6832 730803 FT22G Floor Girder 2 1 Job Reference(optional) SIG M!l Own. 1 Amer rcon Builders Supply. winter Haven. FL 33660 ID:I5gigrOgL3bt90B_nleOlhzlb2u-AKolOdmHr2lFS2?HD4i8_tgAksvgtrldTRdifczI74b 0 1 20 II 2 3x4 = 9 3 3x4 = 4 20 If Scala . 1:9.6 44 3x4 = 3x4 = LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.46 BC 0.63 WB 0.19 Matrix) DEFL. in Ven(LL) -0.01 Ven(TL) -0.02 HOrl(TL) 0.00 plot) Udell Ud 7.8 >999 360 7-8 >999 240 5 n/a rUa PLATES GRIP MT20 244/190 Weight: 20lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-2.0 oc puffins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 8=770/0-4-8, 5=512/Mechanical Max Grav8=778(LC 3), 5=521(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-519/0, 3-9=-519/0 BOT CHORD 7-8=0/533, 6.7=0/519, 5-6=0/505 WEBS 2-8=-814/0, 3.5=-771/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 879 lb down at 1-3-12, and 131 lb down at 1.8-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S). LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 5-8=-10, 1.4_ 100 Concentrated Loads (lb) Vert: 2=-844(8) 9=-104(F) 0 WARNING - Verity design parameters and READ NOTES ON MIS AND NCLUDEO NREK REFERANCE PAGE MD7473 mv. 1403MIS BEFORE USE. De*p valkl to use only wllh Mllok® connectors. this design Is basod Only upon rx)tame lers Show, aril Is for an kx lvlckwl building component, ref o tnm system. Before uso. ino txllding designor must verity Ile oprxlcobilty of <lesltpt rxaro netoa and rxolxaly hcor orato fish ckrJon Into the ovor<dl Irua only. Adc6110nal tempotory and permanent bracing MiTek' bxAding design. Ba:hg Indlooted Is to prevent brrcldhlg of kx0viclu l web arvd/o chord membors Is always reaglrod 101 st(fiAlty and to rxavent collorno with p)osflNO Iotsoral it*" and rxoperty danage. For gone<al guidance regarding the latxlc<rllol6 slotoge. delivery. erectlon <tno Ixncing of fnmos and Inm systems, WOANSI/IPI I Quality Warta. OSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information avtll0ts10 from teas Rate Institute. 218 N. Lee Street. SUto 312. Alexandra. VA 22314. Tango, FL 33610 Mt fuss Truss Type ty T11606M 730803 FT23 Floor 4 1 Job Reference lional 1 F'J 30113r372017 PoolAmericanBuildersSupply. Winter Haven, FL 33860 20 = 7.640 s Apr 19 2016 Tek InduSri as, ne. n un 9 IDA SgigrOgL3bt908_n1e01hzib2u-eW M8cznvcM?64jaTnoONXsNPTGMIcK?ni5MFn2z t 74a 0.1-8 2x4 II 30 = i 0.7.22 l 2-0.4 3 30 = 4 3x4 11 106 = US = 3•I1-0 3.11.8 Scale . 1:9.5 Plate Offsets (X Y1 12.0.1 8 Edael 13.0.1.8 Edge), 16.0.1-8 0-0.01 17.0-1-8 Edgel 19.0.1.8 0-1-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Ven(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Ven(fL) 0.00 6-7 999 240 BCLL 0.0 Rep Stress Incr YES WS 0.06 Horz(fL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix) Weight: 25lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/Slze) 8=198/0-4-0, 5=204/Mechanical FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2.8=-256/0, 3.5= 253/0 Structural wood sheathing directly applied or 3-11-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Seml-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss With 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. O WARNING . Vadly deslgn pararrotere and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE N11F74" rev. I&V312016 BEFORE USE Design voild la use only w11h Mllek®connucbrs. Ihls design k based oNY upon pxuanetefs shown, or1U Is lot an k4tvtdtal buldlrlg component, not o cuss system. Before use, the IxBdrlg daslgner must verity the ol)OIcotAlly of cleslgrl fxcanotors (md Ixoporiy I neorl) ate this cleslgn Into the overall only. Addibrxd Iemporay acl potrt1c1r1enl txacho Welk' bulling design. ®pacing Irritated is Io pxovent bcucaing of trWMdt" truss web anti/ot chord rnembets Is always toquNod lot slcdAlty and to pxovent collapso wllh posstlle personal t" and pxorerty damage. For general guidance tegadrlg tie katx1catlon. stotcrgo, cferNery, erection curd txcicMg of busses aKl truss systems, seaANSI/tPl I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East Blvd. Safety Information availatxo born truss Rate tnslllute. 216 N. Leo Street. Sullo 312. Noxon[rria. VA 22314. Tompa. FL 33610 Job Truss Truss Type oty ply TiiS06834 739803 FT24 Floor 10 t Job Reference Lionel American aurroelt buPPIV. winter maven. M a.faav-- 1 D:15gjgrOgL3bt908_nJeOlhzlb2u-eWM6cznvcM?64jeTnoDNXsNOJGNOeHMni5MFn2z 174a 0-1.8 30 = 3x6 = 1_p_i i 0.11-80 i 2 1.3.8 3 30 11 Scale .1:9.6 3x6 = US = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.27 BC 0.05 WB 0.23 Matrix) DEFL. In Vert(LL) 0.00 Vert(TL) 0.00 Horz(TL) -0.00 poc) Well Ud 5 >999 360 5 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins, except BOT CHORD 20 SP No.2(flat) end venicals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=-234/Mechanical, 5=961/0-8.0 Max Uplift4_ 297(LC 3) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 1.9=0/419, 2-9=0/419 BOT CHORD 4.5_367/0 WEBS 2-5=-471/0, 2-4=0/478, 1-5_633/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=297. 4) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of (his truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X X) nails. S(rongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 4-6=-10, 1-3_100 Concentrated Loads (Ib) Vert: 1=-431 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6_10, 1-3=-100 Concentrated Loads (lb) Vert: 1=-431 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6_10, 1-9=-100, 3-9=-20 Concentrated Loads (lb) Van: 1=-431 O WARNING - verily dedgn Parantatore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M9.7Q9 rev. If W0#S BEFORE USE EtDesignvalidlotuseonlyWinMilek® connectors. this design is based only upon pxaanelers Mown. and Is lot an Individual building canpornenl. not a truss system. Boloro use. Iho building doslgrta must verity the a"AlcaUllry of design Ixaanolers and Ixolody Incot"ale Wa design Into the overall only Additional tempotay and peinnonertl txacing WOWtxadingdesign. Brotci ng trrficated is to prevent baroakng of ktallvldtx/ lust web and/ofchord memlxxe is always required lax stability and to IrOvent calla i3se with posd)le parsortal Irnkey and property danago. Fa goneta l guidance regarding Sno IMxpcafbn. slaage. dopNery. erection and lxarclrng 01 1ruSses and truss systems. soeANSI/T141 Quality Criteria, OSS-69 and SCSI Building Component 6904 Parks East Blvd. Safety Information uvdlloblo norm inas Plate Irnstilulo. 218 N. Lee Street. Sulle 312. Adexanddo. VA 22314. Tartpo. FL 336t0 Job Truss Truss Type oty ply T115o6834 739803 FT24 Floor 10 1 Job Reference (optional) American Builders supply• winter haven. I-Lsaaav ..,.......r. .••-.-^.._ ..._. ... --.•--••--•-. --.. ID:I SglgrOgL3bt908_nJeOlhzlb2u•eW M6cznvcM?64jaTnoDNXsNOJGNOcHMnr5MFn2z 174a LOAD CASE(S) Standard 4) 2nd Dead r Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Unilorm Loads (pit) Vert: 4-6=-10, 1-9=-20, 3.9— 100 Concentrated Loads (lb) Vert: 1=-431 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 4-6=-10, 1-9=-100, 3.9= 20 Concentrated Loads (lb) Van: 1= 431 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6 —10, 1.9=-20, 3-9= 100 Concentrated Loads (lb) Van: 1 _ 431 Q WARNWO - Verily dedpn parameters end REAO NOTES ON THIS AND MI. UDED AMEX REFERANCE PAGE N67473 rev. 18020015 BEFORE USE DWIM valkt log use orgy with Mllek® connectors. ftd5 design Is Ixaed only upon parameters showrL and Is lot an V UlvkAla finding comlwnenl. not a lurss system Botoro use. the Ixdldhg designer I must vodfy Iho apxllcal111ty, of design parameters and pxoporly Incorporate 9Js design Into the overallonly. Additional esnpotary, and perrnawnt txacbv M iTek' txAdIng design. Bracing Indicated IS to prevent bucMing of IndWtKl truss wet) and/or chord members is always toguited fa sMAry anal to prevent collapse with possM personal Injury aid poperfy, damage. For general guidance regarding the tatxpeaflon, storage. tlollvery, election arsU txcjcMU of Irtrsses and Inns systems. seeANSI/IPI I Quality Criteria, DSII-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMornlatlan available from fruss Rafe Institute. 218 N. lee Street. Suite 312, Alexandria. VA 22314. Tampa, i. 33610 Job Truss Truss Type 0b T11506835 739M FT250 FLOOR 2 1 Job Reference Gonal Nnrncun anwM.--WY. ..aoe, _. .....,,,,.. ID:I SgjgrOgL3btgoe-rUeOlhzlb2u-eWM8cznvcM764jaTnoDNXsNNEGNDcKvnt5MFn2z174a 2.2.8 2.2.8 1 30 11 2 4 3x6 = 3x4 II Scale . 1 a.3 Plate Offsets (X Y)- LOADING (pSf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 I1-Edae 0-1 81 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TC 0.34 BC 0.03 WB 0.00 Matrix) DEFL. in Vert(LL) 0.00 Vert(rL) -0.00 Horz(TL) 0.00 loc) Vdefl L/d 4 "" 360 3-4 >999 240 n/a rVa PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0°'*F, 2(AbE LUMBER- BRACING - TOP CHORD 2x4 SP No.2((lat) TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/Size) 4=108/Mechanical, 3=824/0.4-0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-100, 34=-10 Concentrated Loads (lb) Vert: 3=-716 Q WARNWO - Verily d*slyn paninaten and READ NOTES ON THIS AND INCLUDED ltfrrEK REFERANCE PACE M1167473 rev. 10001MI6 BEFORE USE. DWW valid for use only vAm MltekO connectors. IlAs design Is based only ePon paranotors Brawn, and is Ion an InNvkltrat building component. not a truss system. Beloro use, the building design rust verity Ito c4VAIcabllty of deslan pCaarneters a I'd ptobx.•riy Incorpotab INs design Into the overall Aakatloral temporary and permatient txadfng WOW r txlalng design. ryoClng Indicated Is to prevent budding of trWNkluci Inm wob and/or chord members only. is always required for stability and to lxovenl coltgxo with possible persotal trtluy and Ixopedy damage. For general guidance regadlng the fal ilcollon, slotago. delivery. erection ctrxl tracing of inmos and tnm systems, soeANSI/TPI I Quality Criteria. DSB-69 and SCSI Building Component 6904 Pork* East Blvd. Salary Information avC&"o from truss Rate institute. 218 N. too Street, Sulto 312. Alexandria VA 22314. Ter pe. FL 33610 Job Truss Truss Type oty Ply T11606836 739603 FTGE Floor Supported Goble 2 1 Job Reference(optional) wnara:an ounuvn ounryry, •.,,..o, r,vv,., r „wvv 0-K8 10-15glgrOgL3bt908_nJeOlhzlb2u-xlHn4MtlzVu6OocphmrOJL9da4mGN9pJgZ7X$z 174T rI Scale - 1:37.5 22.1.4 22.1.4 Plate Offsets (XY)•- 119:0.1.8,EdAel.139:0-1-8,0-1-01.(40.0-1-80.1-01141.0-1.80-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(TL) 0.00 20 IVA n/a BCDL 5.0 Code FBC20141TPI2007 (Matrix) Weight: 99lb FT = 209eF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(ffat) REACTIONS. All bearings 22.1-4. Ib) - Max Grav All reactions 250 lb or less at jolnt(s) 38, 20, 37. 36. 35, 34, 33, 32, 31, 30, 29,28.26. 25. 24, 23. 22. 21 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (Le. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Q WARNING - Vedly dedln parametwe and READ NOTES ON n(IS AND WCLUDED AMEK REFERANCE PAGE A167473 rov. 140212015 BEFORE USE. Design vaikl for use ordy vA01 Mlfek®corvectors. W& design Is bawd only upon Ixaameters shown. and Is for a1 IndMckxd building component, not a Inns system. Before use. Ito I)t"rvj designer must verify the a)rxlcallli fy of design txxamotots and pxopedy Incoi orato this design Into the overall only. Additional temporary and permc ont Ixacing M iTek' tx/ding design. Racing Indicated is to txevent txtck191g of kxlMckKd truss web and/or chord members R always tecahod fof stability and to Ixovont coil apw with pos&Ao personxl"ax] pxoprxty damago. For goneral gJdalce regarding Me latxlcollom stacsga. delivery, erection and bracing of fames and truss systems. seeANSVIPI I Quality Criteria, OSS-89 and SCSI Su9dtng Component 6904 Parka East Blvd. Safety Information ava9able from truss Rote Institute. 216 N. Lee Shool. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply Ttt606837 739803 FTGE t Floor Supported Gable 2 1 Job Reference floral n ,wan o-- auppry. .,a —. 11 — ID:I SgigrOgL3bt90B_nJeOlhzlb2u•xtHn4MuzVu6OocphmrOJL9dX4mFIV8pJgZ7X8z174T 0*8 Scale . 1:28.8 Iman MEN I .,1L7,A A A II A .ii Plate Offsets (X Y)-(15:0.1.8 Edae1 130:Edae O.1-81 131:0.1-8 0.1-01 LOADING( psl) SPACING- 2-0-0 CSI. DEFL. In poc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n1a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 We n/a BCDL 5.0 Code FBC2014/rP12007 (Ma(rix) Weight: 78lb FT=20%F, 1I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-11-4. Ib) - Max Grav All reactions 250lb or less at joint(s) 30, 16, 29, 28, 27, 26, 25, 24, 23, 21, 20, 19, 18, 17 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES 1) All plates are 2x4 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one lace or securely braced against lateral movement p.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Q WARNING • Verily ded9n Paremetare and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE N67473 rev. 1801,2015 BEFORE USE Design valid for use only with MltekS connectors. f ft design S txised only upon WaFnelers sfnown, and Is la an IndNk0.xd txAcWV component, net a truce system. Before, use. the IxdlcMV claW Km must vedly, Ine applicability of design parattolers and properly Incotporato this design Into the oveall lxAdng design Bracing Indicated Is to prevent budding or Individual Iruss web and/or chord members only. Additional ernporay and permanent tracing WOW Is always requited foot stability and to Irevenl collapse with possible personal "aid property damage. for gonerd guidance rogarding "Na talxlcalbn storage. d dlvory, erection =1 Ixacing of tames earl tam systems. se0ANSI/1Pl I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallablo from 9rss Plate tnstltule. 218 N. Leo Stroet. SWIe 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss Truss Type Qty ply T11506838 739803 FTGE2 Floor Supponed Gable 2 1 Job Reference tional v.m.tian ov.w.v.v vYY7• ••vv. „v.v . vww 3x6 = 2 3 4 5 30 29 28 27 26 3x4 Il 3x4 = 10:15gjgrOgL3btg08_rUeOlhzlb2u-P3r9HilxipOz 1 yB?FrMFrYioHU6UUyOyYK lgg3bz174S phi Scale - 1:28.8 3x6 FP= 6 7 a 9 10 11 12 13 2524 23 22 21 20 19 18 3x6 FP = 14 15 31 9Y 17 16 30 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in poc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) rVa rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 78lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 20 SP No.3(llat) REACTIONS. All bearings 16-11-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 30, 16. 29, 28, 27, 26, 25, 23, 22, 21, 20, 19, 18. 17 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) All plates are 20 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Q WARNING - yerfry dedgn parameters end READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE MIh7Q3 rev. 10,0 IS BEFORE USE Deslgrn vc1ld fa use only vAm Ml lek®connectots. Ittk design Is t mod only upon pxaameters shown. ad Is rot an InclMdu l rxAdng componenl. not a Inns system. Before use, the txOdng designer must veAry the atolCabIlly of design Ixrrametem and properly Incurporale Snk doalgn Into the overall txltdng design Bracing Indicated Is to Ixovent buckling of Irndvldual tnra web axl/or chord members only. Adc111lonrl fofnlxxary and permanent txocing MiTek' Is always required km sta"I y and to pxevont colloruo w11h pxuaSre porsonal"aid Ixoperly danogo. For general guidance regadng the kYxicallon storage. delivery, erection axl Ixackng of frusses and truss systems, soeMSI/1PI I Cuuo9pr Cdloft. OSS-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Infonitatlon ovdlallle from truss Rate Insllkdo. 216 N. too Street. Srlle 312. Alexavida. VA 22314. Tampa, FL 33610 Job russ Truss Type oty Ply Tt1506839 739803 FTGE4 Floor Supponed Gable 2 1 Job Reference Lionel tarrartcan Oa1Wf5.apply, vau•. ..ar• , uwav 09 1 3x4 = 2 2 20 19 3x4 = 3x4 = 3 I D:I5gjgr0g1.3bt908__rQe0Ihzlb2u-P3r9Hitxjp0z I yB?FTMFrYioDU6UUyNyYKlg3bzI 74S OM Scale . 1:19.9 4 5 6 7 8 9 to 17 16 1s 14 13 12 10 23 4Y 22 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Veri(LL) We We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 56lb FT = 204bF, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc punins, except BOT CHORD 20 SP No.2(flal) end venleals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 12-1-4. lb) - Max Grav All reactions 250lb or less at joinl(s) 20, 11, 19. 18, 17, 16, 15, 14, 13, 12 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) All plates are 20 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Q WARNWQ - Vedry design pemn wo end READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE N47473 rov. 1002MIS BEFORE USE DeAp valkt for use orwy vAlh Mllok® connectors. Ihws dasign S basocioNy upon larameters sfwwn, and Is lot an i dllvkktal buldlrV Component. not a truss system. Before use. IW txlk&V datlgmt must verity the aplsticabllly of cIcsIM parameters and txoperly Incorporate ti1E design Into the overall Addtlordri IemPo<ny aril permanent Ivocing MiTek' bxadtrlgdaslgn. Bracing Inalcated is to prevent bttcklkV of Irx0vklud buss web and/o chord members oNy. is always roclulfed far statAlty and to prevent coltalm wllh possiblo personal k#ffy and txopony damage. For 0onerd guWulco regarding mo Iatxic< nkxx storage. <letivery, erection ardl bracing of mmos and buss systems, sartANSI/TPI I Quality CritrlAa, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Sahli Information available from Ituss Plato Institute. 218 N. Lee Street. Sullo 312. Alexandria. VA 22314. Tortpa. FL 33610 Job Truss Truss Type oty ply T11508&10 739003 FTGES Floor Supported Gable 2 1 Job Reference (optional) n _ .n nn.c . - ...-..... .... C.: I..n 7A f f •'lf •Ia 7ff1] Dn.0 f 09 3 ID: 15gjgrOgL3bt90B_rnJeOlhzlb2u•tFPXV2uZU78gf6mCoSuUOmFz6uSkDP(6m 2Dclz174A 09 Scale f. 1:17.3 4 5 6 7 a 7 16 15 14 13 12 11 30 = 9 22 44 21 to LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In Qoc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Veri(TL) Na rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(fL) 0.00 10 We rVa BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 50lb FT=20%F,11°aE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc pudins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10.6.8. Ib) - Max Grav All reactions 250 lb or less at joint(s) 18. 10. 17, 16, 15. 14, 13, 12, 11 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) -Semi-tigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1 Od (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING • VerlrT daslpn parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MQ7472 rev. 140MIS BEFORE USE. Design valfl lot use only w11h Milek® connoClols. Ihts design is bMed only u4»n paanelers shown. aril is for as In lAd al Oulding component, nol Watrusssystem. Below use. the txgdng deslgm mull verify line )TAIC(a111ty of design paamelen and Ixopolly InCogwrale Mis design Into the overall txAdng design. ®acing Indicated is to Ixovonl brrcaing or IndMduai lass web and/or chord members only. Addlierwl temporary axt permanent txacing M iTek' is always teciu ked (or stability and to prevent collapse wllh possUe p erson i IrNay and pioperly damage. Tot general guidance togardng the fabrication. storage. delivery. election and txoctrng or tames and Inss systems, sooANSI/M I Quality CAtarla. OSS-89 and SCSI Building Component 6904 Parke East Bad. Safety Information awjilaMe trom Inns Plate knstlMo. 218 N. too Street. Su lto 312. AlexaadAcl. VA 22314. Tampa. FL 33610 Job Truss Truss Type iy T1750884t 739903 FTGE6 GABLE 2 1 Job Reference(optional)' nrtmncun ouuaere ouppry. ••u.w. •.u•. a.wa.. ID:I SgjgrOgL3bt908_nJeOlhzlb2u-tFPXV2uZU78gf6mCoBuUOmFzxuSIDPd6m_20c 1 z174R Scale . 1:11.4 1 30 = 2 3 4 5 6 13 12 11 10 9 a 7 3x4 = 30 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) rVa rVe 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(fL) rVa Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(fL) -0.00 7 n/a n1a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 31 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc puffins, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-" oc bracing: 11-12. REACTIONS. All bearings 5-11.0. Ib) - Max Uplift All uplift 100 lb or less at )olnt(s) 7 Max Grav All reactions 250lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement p.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolnt(s) 7. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. Q WARNING. Vodfy dodgn poremoten and READ NOTES ON THIS AND INCLUDED M7EK REFERANCE PAGE Ma-1472 rev. IO MIS BEFORE USE DeOW Valk1 la use orgy wlm HIeW connectors. nets deslgn h rxmd only upon txaarnefers shown. and Is fa an indMdual building Componenl. not a kuss system. Before use. One building designer must vedfy, the afgAlCabllly, of deakyn MCMW 14M and lxopody Worpotole min design into the overall Additional temporary and permanent bxaclrng M iTek' txdd hg design. Bracing Indicated is to prevent buckling of IrKNdual truss web and/or chard members only. is always rogr4od for stotAlty and to provont cdlaixo wllh possllle personal "and Ixoperty damage. For general guldanco regaiding axe fabileallom storage, ckANery, arection and bracing of bases and truss systems seeANSIMI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avc0a31e from buts Rate Institute. 218 N. Lee Street. Srlte 312. Alexandria. VA 22314. Tampa. FL 33610 Job TrussTruss Type city ply T11506842 732803 FTGE7 Floot Supported Gable 2 1 Job Reference(optional) American Builders Supply, W mtat Haven, FL =880 14 13 0.1.8 I --I 0-84 1 6.8 3x4 = 1 30 = 12 I1 16 = 10 7.640 a npr tv 26i6 tunes m4-hiva. inu. rvv4.6 ov w 10:15gigrOgL3bt90B_nleOlhzlb2u-LSzwiOvSFOGhHGLOMuPixzn56lokyr8F?enn STz1740 6 3x4 II 3x4 II Scale - 1:11.4 LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-" Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.32 BC 0.02 WB 0.08 Matrix) DEFL. In Vert(LL) rVa Vert(fl-) rVa Horz(TL) 0.00 loc) I/dell Ud rVa 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 34 lb FT = 2041*F, 114bE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11.4 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 5-0-0. Pb) . Max Grav All reactions 250 lb or less at )olnt(s) 7 except 10=331(LC 4), 9=327(LC 1), 8=280(LC 4). 11=641(LC 1) FORCES. Pb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. WEBS 3-10-316M. 4-9=-314/0, 5.8=-269/0, 2-11=•353/0, 1-11=-252/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement P.O. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Na 6) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect tens backwards. LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 7-12=-10, 1.6=-240 Concentrated Loads Pb) Vert: 1- 160 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 7-12=-10, 16= 240 Concentrated Loads Pb) Vert: 1- 160 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 7.12=-10, 1-2=-240, 2.6=-160 0 WARNING- Vedry doOgn peranatere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7472 rev. Id11 M16 BEFORE USE Desol vaild for use only wllh Mllek®corvMIWS. RYS design E based only upon Ixaarnetets shown. and 1s lot an indINtAxd txRdng Cornponont. rat a huss systorn. Before uso. the lxdldhtg deslgnw must vedfy the applicability of doslgn pdaametots and Ixopedy incorporate htk dosign Into the overdl txdldng doslgn. ®acing htdicated Is to Ixovenl budding of IndlvldtKa tnsss web and/or chord momWts only. Additional temporary and Permanent doting M iTek' Is otways tegtLod lot stability and to prevent collapse wllh possBNe IwrsorKil hW+y and Ixoperty damage. For gor etdl guidance regatdng the K bricollon. slorage. dollvery, erection and (xactrV of fames caxt truss systems seeANSI/IPI I Quality Cdledo, DSB-89 and SCSI Sul ding Component 69o4 Parke East Blvd. safety Intormatlon ova able horn truss Plale Instllute. 218 N. Leo Slroet. Suite 312. Alexatvirfa. VA 22314. Tar pa, FL 33810 Job I russ Truss Type Oty T1t506942 739803 FTGE7 Floor Supported Gable 2 tJPIY Job Reference Clonal o. AnrerKan M1100 a suppry. vvmrar Maven. M uweeu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1-160 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-2=-160, 2.6= 240 Concentrated Loads (Ib) Vert: 1-160 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Ven: 7.12— 10. 1.2— 240. 2-6— 160 Concentrated Loads (Ib) Ven: 1=-160 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Ven: 7.12-10, 1-2=-160, 2.6=240 Concentrated Loads (lb) Ven: 1=-160 10:15gigrOgL3bt90B_nJeOlhzlb2u-LSzvAOvBFOGhHGLOMuPlxzn561okyr8F?ennBTz 1740 Q WARNING - Verlry datlpa pamnoters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PACE UH-7473 rev. IM32015 BEFORE USE Design valid la use only vAth MllekS conneClors. Rtts design Is taxed only upon parameters shown, and is la on kxfhAd ral buldlrw component. non a tltrss syslorn. Before use, the b lldho designer must verify the gXxleab111y of design palamelers and Ixop erly kncerponalo fM design kilo the overail only. Addtllonai temporary and petmanonl bracing MiTek' txtldkig design. 19ackng Indicated Is to Ixevent txrckting or Individual Irtm web and/a chord members is always rect lied lot stability and to Ixevent colla{ne wllh possible personal guy and pxopedy damage. for General gukdo nce regarding Bno tabrlcaflon storage, delivery. erection crnd bracing or trussescaxd fnmswlems. soeAHSI/IPII Quality Criteria, OSS-89 and SCSI Wilding Componenl 6904 Parke East Blvd. Satety Information available from trim Plato Institute. 218 N too Street. Suite 312. Alozandfla. VA 22314. Tarrpa. FL 33610 Job runs Truss Type ty N TIIS06e43 739803 FTGEe Floor Supported Gable 2 1 Job Reference (gpbasal nmarrcan ounaer ouyyry. ••....o. r.,..o .,,,...... 1 3x6 = 2 3 ID:I SgjgrOgL3bt90B_nJe01hzlbl2u-LSzwiOvSFOGhHGLOMuPp¢nSmlorysuF?ennBTz1740 Scale. 1:11.1 4 5 6 11 10 9 8 7 3x4 II 30 = LOADING (psf) SPACING- 2-0.0 CST. DEFL. In (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) We rVa 999 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Ven(TL) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) 3x6 = PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-9-4. Ib) . Max Grav All reactions 250 lb or less at joint(s) 11, 7, 10, 9, 8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) All plates are 20 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 0 WARNWO - VAdly dedgn paraawters and READ NOTES ON TM AND WCLUOEO M/TEIr REFERANCE PAGE M0.7473 rov. 00 0202015 BEFORE USE Deslgl vdkl for use only vdm Mllek9 connectors. lhis cleslgl Is txaed only upon "amolefs shown. and Is for an Irndlvklual budding component. not a itas syslern. Before use. the building closlgrlut must verify the apWlCab8lty of design fo'amelers axl ploporly hlcorlorale mb ckrspn Into the oven', Adc911onc/ temporary and ponnanent tracing M iTek' buYcltng design. Bracing hVilcated is to fxevont brtciftV of individual Inns web and/of chard members only. b always ro4rfed lot stafAlty and to prevent collapse wllh possible personal "axl Ixoperty damage. For general guldance tegarding the fabrication, storage. cfeltvery. election and tracing of lasses and tnm systems, saeANSI/rPl I Cua1lry Criteria, OSS-69 and SCSI Bullding Component 204 Parke East Blvd. Tampa. FL 33610 Salary Information ovd•ctblo from Truss Rate Institute. 216 N. Leo Shool. Sulle 312. Alexandria. VA 22314. Job ruse Truss Type tY T11508844 736803 fTGEe floor 4 t Job Reference o Gonad Iw.. C.. I..n n „ 1t •17 9f117 Pnnw t AnWilean aullderS SUPPy. VVUIIe1 rloVon, M :ua6V ..— r6 $Olh u. _ .•... _. _ .. _ ... __x _ _ _ _ _ ID: t S grOgl.3bt908_rUe0lfulb2u•LSzwrOvBFOGhHGLOMuPy1zn311oGyoOF9enneTzt 740 0-1-8 30 = 3 iLi i 0.11-e o 2 2 _ 1-3-8 3, 30 11 Scale -1 b.6 3x6 = 3x6 = LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.40 BC 0.05 WB 0.26 Matrix) DEFL. In Ven(LL) 0.00 Ven(rL) 0.00 Horz(TL) -0.00 loc) Udell Ud 5 >999 360 5 >999 240 4 We n/a PLATES GRIP MT20 244/190 Weight: 22 lb Fr = 20%, F, 11%6E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (lb/size) 4=-228IMechanical, 5=1217/0-8-0 Max Up11114=-291(LC 3) FORCES. (lb) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.9=0/490, 2-9=0/490 BOT CHORD 4-5_ 414/0 WEBS 2-5=-647/0, 2-4=0/539, 1-5_ 740/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 4. 4) Load easels) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Sirongbacks to be attached to wails at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 4.6=-10, 1-3=-180 Concentrated Loads (lb) Vert: 1=-47e 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6=-10, 1.3=-180 Concentrated Loads (lb) Van: 1=-478 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert: 4.6— 10, 1-9=-180, 3-9=-100 Concentrated Loads (lb) Van: 1=478 WARNWG - Vadfy dedgn panne** and READ NOTES ON TN1S AND INCLUDED Nr7EK REFERANCE PAGE Ulf-7473 rev. 1011=015 BEFORE USE Design vcikd tar use only wllh Ml lok®connoctors. Bnh design is txaod only upon paamoters shown. and B for an hdn4drd txAdIng carnponent. not a nuns syslern. aotoro use. tho Ix& ing closigner must verify the cy1 Alta Nlly of doslon txlra netols and prolxxly Incogxxalo Ihts design tnto Iho overdl AUc1111onal lernporaty aril perinaont tracing M!Tek' txAcln0 design. Bracing Indicated Is to Ixovent Lxlckit ng of nxdMduuA trim wob aril/or chord mointers only. is dways mcludred for stat011y and to provonl collc4xo with possUe porsond it" and ixoperiy clamage. for gamed guidance regadhng the Storage. dolNoryal . OleCll(Ind Ixcrenng of Inmes and trim systems, saeANSI/fP1I Quality Criteria, DSB-89 and SCSI Sulldlny Component 6904 Perko East BlvdICAxk:atlortTon", FL 33610 Safety Information available from truss Rate Inslltulo. 218 N. Loo Slioet. Su fle 312. Alexandria. VA 22314 Job Truss ATruss Type a ty T11606844 739803 FTGE9 Floor 4 1 Job Reference o tional American 6eaasrs Ouppry, r•rmat • •^"' T' ""' SzvAO --FOGh _ Plxzn - - ID: 15gfgrOgL3bt808_rUe0lhzlb2u•LSzwiOvBf OGhHGLOMuPpzzn311oGyoOF?ennBTZ 1740 LOAD CASE(S) Standard 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6=-10, 1-9=-100, 3-9=-180 Concentrated Loads (lb) Vert: 1= 478 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6— 10, 1-9=-180, 3-9=-100 Concentrated Loads (Ib) Vert: 1=-478 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6-10, 1.9=-100, 3.9=-180 Concentrated Loads (Ib) Vert: 1=-478 Q WARNING • Vaffy desgn Parametwo end READ NOTES ON THIS AND WCLUDED MflEK REFERANCE PAGE MD•7472 rev. 14101112,2016 BEFORE USE Design v"Id lot use only with kdlek® connectors. Ilds design is Ixned only upon pxxt enters Shown. and Is for an Indiv duct, txddlng Component, not a litas system. Boloto use. the Ixdlding designet tnusl verity the C4VICabllty of ckwm parcanolers and properly Wogxxale Ilth clostgn Into the over", AcUllor" lompotary and permarant Ixocfng MiTek' txAdln0 design. Bnaetng Indicated Is to prevent Ixtctdtng of IndMdu" it=web and/or chord members only. is always togtdred lot skitAlty and to prevent collgxe with p osWAe PofsorKd tyuy and pxopxxty damage. For genorul gtddatco regarding Ile kdxlc< tbn. slorage. delivery, eroction arK1 txacfrlg of trusses cuxf Miss systems riasooANSI/TPI I Quality Criteria, OSS-89 aBCSI Bul,ding Comp011eM 6904 Parks East SIdd. Safety Information available horn Truss Plate Insillulo. 218 N. too Slteot. Suite 312. Alexandria. VA 22314. Taupe. FL 33610 Job russ Truss Type tY Ply T1t508845 739803 FTGEA Floor Supported Goble 102 1 Job Reference tonal n• Lr:.l„n 'tfl 11 •'11 •IN 0117 Pnee l 10:15g1gr0gL3bt90B_nJe0lhzlb2u-peW IwkwpOkOYuPwawbvryTBKJXr8C1 180EIXKgwz 174 I 3x6 = 2 20 11 3 20 II 4 3x4 II Scale . 1:8.5 a 7 6 5 30 11 30 = 2x4 II 3x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In poc) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) We rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) rVa Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a nta BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 23 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except BOT CHORD 2x4 SP No.2(fial) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 3-10-8. lb) - Max Grav All reactions 250 lb or less at Joint(s) 8, 5, 7, 6 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Stiongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING. Vally deefyn penmefem and READ NOTES ON TM AND INCLUDED A117EK REFERANCE PAGE M0.7473 rov. 140YMIS BEFORE USE. Design valld lot use only wltl Mlielc0 conneclors. this design 6 txaod only upon pauamelers shown. and Is far m rKlIvldual IxAdh0 component. not a suss system. Before use. the ty-Ma" designer must verify the opplicahllly of design parameters and property Incorporate this design Into the overall only. Additional temporary and pomlanenf txachg WOWtxeldhgdesign. Brachg Indicated Is to prevent buckling of Indlvklual tam web ad/or chord members is always realutrod for skdAty and to Ixevont collapse with poss8xe personal hurry and rxopeAy damage. For general guidance regarding Ira rc"Icatiorl, storage. delivery. erection and Ixaclng of misses and truss systems, woANSI/fPl I GuaBfy Criteria, OSB-89 and SCSI Bultding Component 6904 Parka East Blvd Tompa. FL 33610 Safely IMormatlon ovdiatple from truss Plate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type ty Y Ttt506846 739803 GiG Hip Girder 2 G Job Reference tional Mrt Dww pAWrrCan ourraers aWVT. -.1 nova.. r1a.ww -•-'--'"---'------------ ZVnU -- ----- - ID:P?I?ORARNiPrxtpt7fuMZIE50•Hg4g74wRn2W PW ZVnUJRC00lRSMn02aYSyGuOMz i 740 1-0.12 2.8d 7.10.4 10.6.8 11.7.4 1-0.12 2-e-4 5.2.0 2.8.4 1.0.12 4xe = 4x4 = GM1777 19 N axe II 3x8 II Scale. 1:25.1 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.31 BC 0.50 WB 0.85 Matrix-M) DEFL. in Ven(LL) -0.05 Ven(TL) -0.13 Horz(rL) 0.01 loc) Well Ud 8.9 >999 240 8-9 >939 180 7 n/a We PLATES GRIP MT20 244/190 Weight: 160lb Fr = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 2-10,5-7: 2x6 SP No.2 REACTIONS. (lb/size) 10=4901/0.5.4, 7=6217/0-3-4 Max Horz 10=•128(LC 6) Max UpIIft10=-1316(LC 6), 7-1519(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3959/1032, 3-4-3588/905, 4-5= 3986/978, 2.10-4787/1242, 5.7- 4812/1181 BOT CHORD 9-12=-911/3563, 12.13=-911/3563, 8-13=-911/3563 WEBS 3-9=-499/1557, 4.8=-433/1597, 2-9=-1093/4458, 5-8=-1038/4476 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3-) nails as follows: Top chords connected as follows: 2x4. 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011: B=45ft; L=40fl: eave=511: Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional): end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1316lb uplift at joint 10 and 1519 lb uplift at joint 7. 9) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2011 lb down and 655 lb up at 1.11.4. 2014 lb down and 471 lb up at 3-11.4, 2019 lb down and 467 lb up at 5-11-4, and 2022 lb down and 466 lb up at 7-11.4. and 2090 lb down and 515 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Q WARNING. Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MO.7472 rov. 14=016 BEFORE USE Design valkf lot use oNy with fAlek®conneCtors. INs design Is rxtsed oNy upon parametersshown. and Is for an Individual bolding component not a huss system. Berate use, the building designer mint vealy the gtpOcabllly of design paarnelers and prolixly Wotpotate it* design Into the overall txddng design. Bracing Inckoted is to prevent txtcldhg or individual truss web and/a chord members only. Additional lemporm and permanent txacng WOW is always roWrod for slaltOBy and to Ixevent collapse wllh possaxe personal Ir*jry ordl property dalnooe. For general guidance rogadhg the kaxIcallon. storage. delivery, erection cord Ixacng of MEMOS MCI IRMS systems soeANSIOPI I Quality Criteria. DS8.89 and SCSI Building Component 6904 Parka East Bid. Safety Information ovdiatAo from truss Plate Institute. 218 N. too Stteol. Suite 312, Noxanciria. VA 22314. Tampa. FL 33610 Job ruse Truss Type ly P y T11506S16 730803 GtG Hip Girder 2 2 Job Reference tronal AMOMM MUMS SUppty, warier Haven. rk 10:P?I?ORARNiPrxlpt7tu9w5zIE50-Hg4g74wRn2W PW ZVnUJRCOOIRtSMnOZaYSYGUDMz 1740 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-2=-60, 2-3=-60, 3-4-60, 4-5— 60, 5-6=-60, 7-10=-20 Concentrated Loads (Ib) Vert: 8=-2022(B)11=-2011(B) 12=-2014(B) 13=-2019(B) 14=-2090 Q WARNING - Ve ft desgn panneten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE No.7473 nv. I&V&2015 BEFORE USE Design valid for use orgy vAth MlleklS conneclors. IM design is based orgy upon pararnetets shown. and Is tot an htdhAdual bAding component. not a truss system. Before the, the txddIng daslpner mtal verily the opt%calAly of design paranetors and rxoperiy, Incotpotato this design Into the overallAddllortdIemP«ay and Permanent bracing M iTek' txAdkV design. bracing IrWicated is Io prevonl btrcalnlg of IndMdtxf tnm web aril/or chord members only. Is always tocpAod lot slab0tty and to prevent cdlgxse with posdAe petsor d hW+y anal rxgx3rty damage. fa general gticlalco ragavdrg S10 ktbrlcatlon, storcgo. dellvory, etection and txachg of lnMeS arld tnrss systems, swANSI/TPI I Cuallly Cr1I*da, OSB-89 and SCSI Bullding Component 6904 Parka East Blvd. Salery Information available horn Irtas Plate Institute. 218 N Leo Street. Su11U 312. MexancJda. VA 22314. Tanpe. FL 33610 Job Truss russ ype ry TiiSO6e47 739803 G2G H: Girder 2 t Job Reference(optional) American tswgers soppy, winter Woven, ru. soauw ID:P?I?ORARNiPrxtpi7fu9w5zIESO-mle2KPx3YLeG8j4z10y iCPXKV1098xhhcOR1oz174N 10.12 1.11.4 8.7.4 10.6.8 1 f •7.4 1 -0.12 1-11.4 6.8-0 1.114 1 O 12 Sx6 = 6.00 12 Sx6 = Scale . 1:23 2 LOADING (pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CS1. TC 0.64 BC 0.31 WB 0.14 Matrix-M) DEFL. In Ven(LL) 0.06 Ven(rL) -0.06 Horz(TL) 0.01 poc) Well Ud 8.9 >999 240 8-9 >999 ISO 7 We n/a PLATES GRIP MT20 244/190 Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 20 SP No 2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=476/0-5-4, 7=476/0.3-4 Max Horz 9=121(LC 7) Max Uplifi9- 498(LC 8), 7=-498(LC 8) Max Grav9=584(LC 29), 7=584(LC 30) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-10- 405t444. 10-11- 405/444. 11-12=-405/444, 12-13- 405/444, 4-13- 405/444 BOT CHORD 9.14=-269/316, 14-15=-269/316, 8-15-269/316, 8.16-244/286, 16.17= 244/286, 7.17-244/288 WEBS 3-9=-538/424, 3.8=-217/254, 4-8-217/254, 4-7-538/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; 0=45ft; L=40ft; eave=51t; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at Joint 9 and 498 lb uplift at joint 7. 7) 'Semi-ngld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 74 lb up at 3-0.0, 75 lb down and 74 lb up at 5-0-0, and 75 lb down and 74 lb tip at 5.6-8, and 75 lb down and 74 lb up at 7-6-8 on top chord, and 94 lb down and 155 lb up at 1-11-4, 38 lb down and 63 lb up at 3-0.0, 38 lb down and 63 lb up at 5.0.0. 38 lb down and 63 lb up at 5-6-8. and 38 lb down and 63 lb up at 7-6-8, and 94 lb down and I SS lb up at 8.7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-2=-60, 2.3=-60, 3.4=-60, 4.5=-60, 5-6=-60, 7.9=-20 Concentrated Loads (lb) Vert: 8=2(F) 14=4(F) 15=1(F) 16=1(F) 17=4(F) Q WARNING • Vedly deOgn ptromefers and READ NOTES ON THIS AND INCLUDED WYEK REFERANCE PAGE Am•7472 rov. IGOVAIS BEFORE USE Doslgl vdikl for use only win ANtok® connectors this aeslgi Is based only upon parameters shown. and Is ror an Individual buldlrng component, not a buss system. Bolero Mo. the building designer must verily Iho cybtxko Miry of design taramoters and fxopolly InCogwlalo his closlpn Into lno overall building design. Bracing Indicated Is to proven buckling of Individual truss web and/or chord mombors only. Addillorwl lefnporay and permanent bracing WOW is alwoys recpared for si bllty and to prevent cdlgbso wlih possible personal htlry and pra1 Y damage. rof gormal guidance regarding the falxkbalkxn. storago. dollvM, erection and bxactrig of trusses and Inns systoms, soeANSI/IPI I Quality CdlMa, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avollable from buss Plato hulllula. 216 N. too Street. Sualo 312. Aloxardna. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Illy Ttlso6e4a 739603 tu3 Diagonal Hip Girder 4 Job Reference(optional) Arne rlCan tsuiraers supply. vvrnrei Haven. rL a.ww •. tpt7lu ...---._.._. _. - l - OV a --- -- -- IO:P?I70RARNtPrxtpt7lul1w5zIE50•m Ie2KPx3YLeG814z10yRYcPaiVk0907hhcORbz174N 16-0 2-a-2 16-0- 2-0.2 Scale . 1:20.4 30 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.02 4-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Ven(TL) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrz(TL) -0.08 3 rVa n/a BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8.2 oc pudIns, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=194/0.6.11, 3=12/Mechanieal, 4=14/Mechanical Max Harz 5=127(LC 8) Max Uplifts=-215(LC 4), 3=-93(LC 14). 4=-143(LC 8) Max Grav5=205(LC 30), 3=50(LC 22), 4=111(LC 22) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; 8=45ft; L=4011; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 5, 93 lb uplift at joint 3 and 143 lb uplift at joint 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 131 lb up at 1-4-15, and 81 lb down and 131 lb up at 1-4-15 on top chord, and 71 lb down and 119 lb up at 1-4-15, and 71 lb down and 119 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2- 60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Van: 6=70(F=35, 8=35) 7=6(F=3, B=3) Q WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 tov. Id10,MIS BEFORE USE Dosk jn va ld nor use only wllh MI lekb Conreclors. Bls desll+ Is based only upon pwtametets shown. and Is lot an trK9v d al building component, not a truss systam. Before use, the Lxdldlnp designer must verily Ilia cg4Al-01711ty of doslpn parameters and txopetly Incotpoialo IhB cittsign Into the oveall members only. Additional temporary c d permanent bxacfr+g WOWbufaIngdesign. Bracing tnalcated is to rxovond b ucaing of Individual truss web and/or chord Is always tegWod for stah01ty and to Ixevent collapse with pxss8le personal k sy and txopedy danapo. for general guidancece tepardlrq Me laricc tlon. storage, dellve otocllon and bracing of trusses arxi lAns systems. sooANSI/IPI I Quality Criteria. DS8-89 and SCSI SuShcny Component 6904 Parke East Blvd. Safety IMwmot on ovallable from truss Plato Institute. 216 N. Lao Street. Salto 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type 0 H Ply r,Iso6ese 730803 HJ5 DIAGONAL HIP GIRDER 6 1 Job Reference floral American tsugare Juppy. ID:P7170RARNiPrxtpt7fu9w5zlE5O-EDCOYIyhJlm61lf9bkTg5pylTvOrufNrwGl HEz174M 1.54 702 p.yg 702 5x6 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.10 4.5 843 240 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Ven(TL) 0.28 4-5 291 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.00 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=378/0.5.5.3=182/Mechanical, 4=81/Mechanical Max Horz 5=122(LC 8) Max UplifiS-120(LC 8). 3-99(LC 8) Max Grav5=378(LC 1), 3=182(LC 1). 4=128(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/181 Scale . 1:19 1 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=30ft; 13=451t; L=401t; eave=5f(; Cat. II; Exp B; Encl., GCpi=O.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 5 and 99 lb uplift at joint 3. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 15 lb up at 1-6.1, 59 lb down and 15 lb up at 1.6.1, and 84 lb down and 61 lb up at 4.4.0, and 84 lb down and 61 lb up at 4.4-0 on lop chord, and 13 lb down and 9 lb up at 1-6-1, 13 lb down and 9 lb up at 1.6-1, and 12 lb down at 4-4-0, and 12lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead r Root Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 1.3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-4(F=-2, B=-2) O WARNYVG • Vedfy dedtin Pwametws and READ NOTES ON THIS AND INCLUDED NRE1<REFERANCE PAGE 11111,7473 rev. 1"MOIS BEFORE USE Design vdkJ lot use only with Mtek® cornnectots. this design Is b sed only upon pmomelers Mown. and Is lot on Individual Wilding component, not a hum system. Before use. the IxN<9ng <JosUnet must vedfy the atXxloablity, of design paianolers and txopedy ancertoroto ih5 design Into Ito overall only. Addlllonal fempot<sry and permanent tracing M iTek' building design. Brochg WKWoled Is to pxevent bucldfrng of Individual Ilum web and/or chord members is always roguited for slab011y and to Ixevent collapse Win possible personal Iryuy and property damage. lot general guidance tega<lng Sao larxlcatbn. sfor<sgo. dolNery, ereCllon and tx<rchg of tames arxJ trim systems saeANSI/TW I Quality Criteria. DS8.69 and SCSI Building Component 6604 Parke East Blvd. Ta oParkeEas336 t 0mpSafetyIMormatlonavollulxofromMussPlateInsllkdo. 218 N. lea Street. Sulle 312. Alexandda. VA 22314, Job Truss Truss Type Qty Fjly T11506850 739803 FUSA Oingonel Hp Geder 4 1 Job Reference tonal Atli man tsumars Supp9• wmtar navon, M ;uetw ^ ^r• •_ -_._ .-_._-...---..'__. ...- ' "--- - - -- ID:P?I?ORARNiPnttpt7tu9w5zlE50•EDCOYfyhJfm61H9bkTg5pygJvOluf2rwGl_HEz 174M 16-0 6.10.5 Nu6p6.10.5 2 Scale . 1.25.8 2x4 II LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.27 4-5 >302 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Ven(TL) -0.30 4-5 >265 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(rL) 0.19 3 rVa We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 30lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc punins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=317/0-4.4, 3=176IMechanical, 4=66/Mechanical Max Horz 6=171(LC 8) Max Uplift6=-283(LC 6), 3=-143(LC 8), 4=-30(LC 8) Max Grav6=317(LC 1). 3=176(LC 1). 4=134(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-6=-256/130 NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsh h=30ft; B=45ft; L=4011; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of inus to bearing plate capable of withstanding 283 lb uplift at joint 6, 143 lb uplift at joint 3 and 30 lb uplift at joint 4. 6) ' Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 115 lb up at 1-4-15. 69 lb down and 115 lb up at 1-4-15, and 93 lb down and 85 lb up at 4-2-15, and 93 lb down and 85 lb up at 4.2-15 on top chord, and 46 lb down and 84 lb up at 1-4-15. and 46lb down and 84 lb up at 1-4-15 on bottom chord. The design/selection of such connection device( s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead Root Live (balanced): Lumber increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1.2=-60, 2-3=-60, 4.6=-20 Concentrated Loads (lb) Vert: 7=69(F=35, 8=35) 9=8(F=4, B=4) 0 WARNING - Verity dasdgn parameters and READ NOTES ON THIS AND INCLUDED NnEK REFERANCE PAGE Nf17479 rev. 1 d0IMS BEFORE USE Design valkl la use only With Mllek®conrwctors. Inls deslWl Is based only upon rxnamolers Yawn. and Is for an Individual bolding component. not a Was system. Belore use. Ina, W bdingdoslgnet mull verify the applical%Ih of desgn pwuunoters and properlyah6 d Incorpalo tesignIntothe overall A,c" llana1temporary and tracho MiTek' buildho design. INactng hxacated Is to prevent txrcalrlg of IndNkhrd buss web and/or chard members only. permanent is always requilod lot slallplty and to prevent collapse wllh possllle personal property damage. ra general guidance regadrtg Iho lalxIcallon. slotago, dollvory. etection amd txaclng of muses and In=sol ms, scrrANSIfrPII Quality Criteria, OSS-69 and SCSI Suildtng Component 6904 Parke East BNd Safety Information available hart tram Plato Institute. 218 N. Loo Street. Sullo 312, NoxandrIm VA 22314. Tampa. FL 33610 Job Truss russ ype ty ply T1150685t 739803 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Amencen tsuiaHs supply. WMI61 MOYan, fL S047U • • W. ow cviw• • •"•"tea •• • • "• ..yo I0:P?I?ORARNiPrxtpt7fuMZIE50•iPmplSzK4zuzN 1 DM9R?ve 1 UgmJKgd21 9WVYphz 174L 1.5.0 4.4.10 9.10.1 1.5-0 4.4.10 5.5.7 Scale: 1/2'. V d lI9 11 6.6 = 4.4.10 9.10.1 44-10 5-5.7 Plate Offsets KYr- 18:0-2-6 0.3-21 LOADING (psi) SPACING- 2.0.0 CS'. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.07 6.7 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.73 Ven(rL) -0.23 6-7 >505 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) -0.03 4 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 43 lb FT = 20?b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudirns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=527/0.5-5, 4=182/Mechanleal, 5=300/Mechanical Max Horz8=160(LC 8) Max Upiift8=-152(LC 8), 4=-11O(LC 8), 5=a2(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-471/162, 2-9= 734/122, 3.9_ 657/133 BOT CHORD 8-11_ 212/645, 7-11=-212/645, 7-12=-212/645, 6-12- 212/645 WEBS 3.7=0/278.3-6=-694/228 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsh h=30ft; 8=45ft; L=401t; eave=5ft; Cat. 11; Exp B: Encl., GCpi=0.18. MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at Joint 8, 110 lb uplift at Joint 4 and 42 lb uplift at joint 5. 7) -Semi-rlgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 59 lb down and 15 lb up at 1.6.1. 59 lb down and 15 lb up at 1.6.1, 84 lb down and 61 lb up at 4.4.0, 84 lb down and 61 lb up at 4-4-0, and 117 lb down and 107 lb up at 7.1.15, and 117 lb down and 107 lb up at 7.1.15 on top chord, and 13lb down and 9 lb up at 1-6-1, 13 lb down and 9 lb up at 1-6-1, 12 lb down at 4.4.0, 12 lb down at 4-4.0. and 34 lb down at 7-1-15, and 34 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Rool Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4- 60, 5-8=-20 Concentrated Loads (lb) Van: 7=-4(F=-2, B=-2) 10=-89(F=-44, 8=-44) 12=-52(F= 26, B=-26) A WARNWO - VeAly dedgn panwWare and READ NOTES ON TH S AND WCLUDED AMK REFERANCE PAGE A07473 rev. ta4). MrS BEFORE USE Design vdkl refuse only vAth 1091e10 Cornn.'Ctors. (W design is txnW only upon parameters shown. and Is for an Individual building component. not a liurss system. Before tiro. the IrAlding designer mtrst verily the c"Alcub111y of design lxxarnetets and popody kncopofatu this design Into the ovotall tx0ding design. (tracing indicated Is to povent bucMing of Individual truss wet) and/or chord mombers only. Addillonal temporary and perma>Ioni txocing M iTek' is always tegWed for stalAlty and to povent collglse with possM personal k*ffy and rxoperry damage. For general guidance regarding me kaxicotion, storage, delivery, etocllon and txaclng of trusses and muss systems. seeANSI/tPl1 Quality Criteria, DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd. safety Information avdiatxe train Irtrss Plate Instrule. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type ty plyJob T1t506852 739803 HJ7T DIAGONAL HIP GIRDER 2 t Relerenee o tional nn,e •.:i- r.....,.... I..n C.: 1- 7n .. '.f •S'1 9nt 7 Pn.0 1 nrmncan ounaers oupp y. r, a ow 10:P?190RARNiPrtt(pt71u9w5zIE50•AbKBzR_yrGOg28oYp9W8AE 111 pe 1 MPo8NaE5M7z174K 1•SO 3-2.14 6.1.5 9.10.1 no3-2.14 240.8 3.8.12 Scale: 1 /2'.1' 10 2x4 = 20 11 P IO.1 a2•u 12.1. ea•1 6 / aa 0`2.1 ' WJ LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.20 7-8 >582 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.56 7-8 >206 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.65 HOrz(TL) 0.17 6 rVe rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) W elght: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purilns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0.9 oc bracing. WEBS 20 SP No.3 *Except' 3-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=543/0-5-5, 5=80/Mechanical, 6=414/Mechanical Max Horz 10=160(LC 8) Max Up1I1t10=•156(LC 8), 5- 63(LC 8). 6=-104(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10= 518/181, 2-11=-413(73, 3.11=-356/73, 3.12= 907/303, 4-12= 845/305 BOT CHORD 10-14- 118/276, 9.14- 118/276, 8-15- 379/912, 15-16= 379/912, 7.16=-379/912 WEBS 3.8=0/257, 4-7=-979/407 NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 8CDL=6.Opsf; h=30ft; B=45ft: L=40ft; eave=5ft, Cat. II: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joints) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156lb uplift at joint 10, 63lb uplift at joint 5 and 104 lb uplift at joint 6. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 15lb up at 1-6-1, 59 lb down and 15 lb up at 1-6.1, 105 lb down and 68 lb up at 4-4.0, 105 lb down and 68 lb up at 4-4.0, and 140 lb down and 117 lb up at 7-1.15, and 140 lb down and 117 lb up at 7-1.15 on top chord, and 13lb down and 9 lb up at 1-6-1. 13 lb down and 9 lb up at 1-6-1, at 4.4-0, at 4.4-0. and 11 lb down at 7.1.15, and 11 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-60, 9-10=-20, 6.8=-20 Concentrated Loads (lb) Van: 12=-31(F=-15, 8- 15) 13=-142(F=-71, B- 71) WARNING • Verily dedyn pafametefe and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE Mir-7473 rev. 100VAIS BEFORE USE. DL-.%gn vdkl for use orgy with Mllek®conneCtors. MS desVjn k bawj only upon lxaaneters shown. and Is for an Individual Ixrldhg component, not a truss syslLan. Beloto uso, tho IxdUng designer must verity the appllk;CIIARy of aleslprt Ixranoters and lxolxrly hcorporalo rift design Into Iho overall Addtional temporary and permanent txacav M iTek' Ixlding design. Brachg In licaled Is to pxevant txrckling of UWNknal Inns web and/ol chord members only. Lt tlways ie%tod for stab01ly and to lxovenl co8gne with possfsle Iorond hjury and mfoperty danago. For general gukJahce rogadng Iho kdxicallon. storage. deltvery, erection and txochg of tnnses and truss systems. seeANSI/TPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdldxe Van truss Plate institute. 218 N. Lee Stool. Sullo 312. A1exarxitla. VA 22314. Tanga. FL 33610 Job ruse Truss Type Ury gy T11606853 739803 M1 JACK -OPEN 8 t Job Reference (optional) o. American Builders supply. winter Haven. I-L :rauau ....-......r., .. .... ID: I5gjgrOgL3bt90B_nJeOlhzlb2u-AbKBzR_yrGOq?BoYr9WSAE I7djofM2t8NaE5M7z 174K 14-0 6.0.0 6.0.0 2x4 II Scale. 1:16.5 2x4 = " 20 8-0-0 6-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(TL) -0.08 4-7 >850 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matnx-S) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end venicals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=340/0-8-0, 4=188/Mechanical Max Horz 2=93(LC 10) Max Uplitt2=-99(LC 10). 4=-51(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDI--4.2psf; BCDL=6.Opsi: h=3011; 8=45f1; L=401t; eave=5fl; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at Joint 2 and 51 lb uplift at joint 4. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - V4dry dadgn panuneran and RE40 NOTES ON TNIS AND INCLUDED MREK REFERANCE PAOE Ma-U 3 rev. f011" 0f6 BEFORE USE DoslrJn voila lot use only v4th MI lek®conrloctors. this dedW k fxtsdrd only upon pxcvnelefs shown, otw Is too on lndMckal IxAdhg componenl. not a Suss strslem. Beforo toso, Iho Ixlldlrg doslgnor mtfsl verily Iho c44AIcc#Alty of doslprl txncenelem cord txopefly Irlcortxwalo this clu-Jon Inlo Iho overall txgdhg design. liachlg Indicated b to ptovent b uckttrlg of InWMWtcl muss web and/ot chord memfxMs only Ad dillonal temporary cnd permanent brachlg M iTek' Is always ie%*ed for slolAfy and to ptovent coBcpw vflth powlible porsond hM+y aW Ixolwmy damage. For general guidance regarding the fWrlcallM slotcsge. delivery. eieclion cnd bxacing of trusses cnd trm systoms. weANSVIPI I Quality Cdterla. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information awAloblle trofn truss Rate Institute. 218 N. Leo Street. Sullo 312. Aloxanddo. VA 22314. Tampa. FL 33610 Job ruse Truss Type oty Ply T11506854 739803 1012 MONOPRCH 32 1 Job Reference(optional) Arnsrioan BwWsrs SuPP9• winter trawn, FL 339ae ,.,,... ".y., ,. "..,,. ....... ...,.,._.........._.... __.. __ ..._..-' --' - - -•- 10:15gjgrOgL3bt90B_nJeOlhzlb2u-souZAn_aca6hdKNkGs 1 NjSala67(507Hc.E_fuzz174J 1-0-0 5.10.6 1-0-0 S-10.8 20 11 Scale - 1:16.3 2x4 = 4 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.30 Ven(LL) 0.08 4.7 >886 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Ven(TL) -0.08 4-7 >904 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code F13C2014/rP12007 Matrix-S) Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 4=184/Mechanical, 2=334/0-8-0 Max Horz 2=91(LC 10) Max Uplitt4=-106(LC 10), 2= 181(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf,, h=30ft; 8=451t; L=40ft; eave=5ft; Cat. II; Exp 8; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 4 and 181 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNING. Verity, design penmerers and READ NOTES ON THIS AND INCLUDED A=K REFERANCE PAGE M67473 rev. 140SWIS BEFORE USE. Design valid fa use orgy vAth Mtteit® cornnectots. this design S tx sed orgy upon porameters shown. and Is lot an Individual rxAdUV component, not a Muss system. Below trio. the txdk" doslgnet must verity Its applicability of design parameters and Ixopelly, incorporate this design Into the overall AtJdBoral temporary arid permdunent braCing M iTek' txgdng design. Brad Intllcated Is to ptovent txicaing of Mdivkttxri trtrss web sand/of chord members only. Is always required lof ski billy and to Ixovonl cdlariso with pos kAe personal hll+y taxi property daanage. For geratal guickme regarding Bar kttxlCotlon. storage. detNory. etocllon (Ind tracing of trusses daxJ tans systems, $eCANSI/TPI I Qualify criteria. OSB-89 are SCSI Building Component 6904 Parks East Blvd. Safety Ifdormatlan avalic"o morn Truss Rate Institute. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type oty Ply T1t506855 739803 wo Jack -Open 4 t Job Reference trrxtel Amencan 6u11da6 sUPPN• wmtar nmven, M xseev IDA SB1grOgL3bt9OB_nJe01hzlb2u-eouZAn_acaShdKNk(is1NISaL86B3507HeE_fuZz174J 1-0-0 3-0-0 1 0.0 - 3-0-0 3x4 = 3-0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ven(TL) 0.00 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 rVe rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=185/0-8-0, 4=104/Mechanical Max Horz 2=82(LC 10) Max Uplit12= 62(LC 10), 4=-36(LC 10) MaxGrav2=185(LC 1).4=106(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. 2x4 11 Scale . 1:14.0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20°b Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oC bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=3011; B=45ft: L=40ft: eave=511; Cat. II; Exp B; Encl., GCpl=0.18: MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 62 lb uplift at joint 2 and 36 lb uplift at joint 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. WARNWO - Vad/y dadpn penmeten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MA7473 rov. 18413/2015 BEFORE USE Design vclkl rot use only vAth A01ek® connectors. this design is txaed only upon peresmeters shown, and Is for an Individual tAAdIng component, not a truss systern. Before too, the building designer must verily the applicatAlly of design lxranetors and propedy Incorporate this design Into the ovetall tuAc9ng design. Btacing WKWolod Is to Ixovenl buciding of Irldlvklunal inns web and/ot chord mornbers only. Additional lornporary and parmanent bxcrving M iTek' is ddways regJredl for stab01ty and to rxevent collapse win poss811e personal dWy and IxOPOrty danago. For gores guidance Wording tie k9xicafbn, storage. dellvoM etectlon cnd Ixacing of trusses and fans systems saeANSI/tPI I Quality Criteria, DSB-39 and SCSI Building Component 6904 Parka East Blvd. Salary IMormatlon ovdAable from truss Plate Instlhrie. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type oty ply Ttt506656 739903 Im MONOPITCH 6 t Job Reference (opkonal i__ e.: ..w n ....,.0 ens) Dw..w Arnerfcan Builders Supply. Winter Haven. FL 33M ,.o-......p... ........-.................C....,.,... __.. . _a_ . ID:15gjgrOgL3bt908__njoolhzlb2u-eouZAn acaShdKNkGs1NISaLB6Bv507HcE (uZzl74J 14-0 2.10-e t-0.0 2.10.8 30 = 2.10-a 20 II Scale . 1:13.6 LOADING(psf) SPACING- 2-0.0 CS1. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 V@ff(TL) -0.00 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 15 lb FT = 20%* LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10-8 oc puffins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=98/Mechanical, 2=180/0.8-0 Max Horz 2=80(LC 10) Max Uplift4- 67(LC 10), 2-95(LC 10) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psi: BCDL=6.0psf: h=30ft: B=451t; L=4011; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 (all by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of taus to bearing plate capable of withstanding 67 lb uplift at joint 4 and 95 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks With fixed heels' Member and fixity model was used in the analysis and design of this truss. WARNWO - Vadly dedpn parameters and READ NOTES ON THIS AND WCLUDED NrrEK REFERANCE PAGE MR-7472 rev. 14MMIS BEFORE USE. Design valid lot use only vAth Mllek®connteotots. [his design is based only ulxxi paafneters shown. and Is for an Individualividual building component, not a kti s system. Before use. Iho IxOalftg desdgrot mtusi vedly le C"AICalpldty of cicgW lxfra nelefs and poperty kIColpOlate this design Into the overall Additional lempofay and Ipenrtaent btaoktg M iTek' building design. Bracing Indicated Is to prevent b ucIdN of Individual truss web and/or chord members orgy. is always requited Ion stability and to prevent collapse with possible personal trWy and property damage. For general guidance tegarding the labrlcalbn. sloatge, delivery. election and bracing of trusses and truss systems, soeANSVIPI I Quality Criteria. DS8-69 and SCSI SuOdng Component 6904 Parke East Blvd. Safety Information avallal)le Rom Ifuss Rate Institute. 218 N. lee Street. Suite 312, Alexandria. VA 22314. Tarpa. FL 33610 Job Truss Truss Type Oty ply T11SO6857 730803 tAS Jack -Open 8 1 Job Reference floret American Burkfets Supply. winter Haven. FL 33880 LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 7.640 s „pr re zvro nines meusuws. inc. n e ya . ID: ISgjgrOgL3bt9OB_rUeOlhzlb2u-6 SxO7?CNuGYEUywgaYcFf6W?WxigTNOrujCO0z1741 1-0-0 2-0.0 1-0-0 240 20 11 3x4 = 2-0-0 CSI. DEFL. In poc) Udell Ud TC 0.07 Vert(LL) 0.00 7 999 240 BC 0.02 Veri(rL) 0.00 7 999 180 WB 0.00 Horz(rL) 0.00 2 We rVa Matrix-M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x6 SP NO-2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=150/0-8.0, 4=58/Mechanical Max Horz 2=63(LC 10) Max Uplift2_ 62(LC 10). 4=-18(LC 10) Max Grav2=150(LC 1), 4=61(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:11.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 2-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=40ft; eave=51t; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 2 and 18 lb uplift at joint 4. 6)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verily desrpn parameters and READ NOTES ON THIS AND INCLUDED NfrEK REFERANCE PAGE A07473 raw. Id031016 BEFORE USE Design vdkl for use only vAth Mltek® connectors. this design is based only ulxon px=a melee afnown. and Is for an htllvWrgl t%AdBlg Component n01 a Inm system. Bolero use. the tx/ICBng designer mrml verify the c"Alc tAlty of design pxiraneters a a properly Incorporate Ihk down Into the ovatll tx/cMg design. WocYtp Indicated is to Ixovent buckling of IndlMucl hua web and/or ctard members only. Additional Iernloany and Permanent braciry WOW Is always re"od far stability and to pxovonl collapse with possible {amoral Iryray and rxoPory damage. For general guldance regadkng 8w labilcalkxn, stordtgo. delivery, erection atnd bracing of IR=os and trim systems. see-ANSI/Mt Quality Criteria, DSS-89 and SCSI build" Component 6904 Parke East Blvd. Salary Information available from trim Rate trslltule. 218 N. Lee Shool. Sulle 312. Alexandria. VA 22314. Tatrps. FL 33610 Job russ truss type oty ply T, uo6658 739803 MG, Jack -Open Girder 4 Job Reference (optional) Arnerrcan Isuataefs supply. winter maven, rL ;craau ,.6-w . rW, o • aviv -- • ,, .. " • ID:P?I?ORARNiPrxtpt7fu9w5zlE5O.6_SxO7?CNuGYEUywgaYeFf6SdW NOgTNOtujCOOz 1741 t-04 5-0-0 1 0-0 5.0-0 Scale . 1:18.9 4x6 3x6 II LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) 0.04 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Sc 0.68 Ven(TL) 0.07 4.7 785 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 We n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 29lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/slze) 2=710/0.4.0, 4=852/Mechanical Max Horz 2=120(LC 8) Max Uplift2=-287(LC 8), 4_ 309(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudins, except end venicals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES• 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0ps1; h=301t; B=45ft; L=4011: eave=5fl; Cat. II; Exp B; Encl.. GCpl=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2 and 309 lb uplift at joint 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 650 lb down and 355 lb up at 2-0-12. and 464 lb down and 124 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert, 1.3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-650(B) 9=-464(B) WARNING • Vaily dostpn parameters and READ NOTES ON TM AND INCLUDED M17EK REFERANCE PAGE M67473 rev. 10AXMf6 BEFORE USE. Design valid for use oNy vAm Mltek®coruactors. I1nls desW S ix75Qd only upon Ixaaneters shown. and is lot an Individual bukM g component rat a llu s syston. ae(oro use, the txlk&rp designer mtal verify the a;)jAI :abllty of do"I Ixtranelers and lxopady Woq)orate this design into the overall IxAdng doslgn. RocYng Indicated Is to prevent Ixaking of Individual Inm web and/or chard members only. Additional temporary and pennanent Ixacing MiTek' is always rocpJred for sloUlty and to Ixevent collapse with IxxaBxo personal "and property darnoge. for gonoral guidance regarding the 6904 Parke East BlvdIatxk:arkNL storage. dellvoiy. erection and t)tWrvj of teases and trust systems. xx:ANSIfMI Quality Cdtaida. DSB-89 and SCSI Building Component Tarrps. FL 33610SareryInformationavaloblofrom (russ Rate Institute. 218 N. Lee Street. Sudle 312. Alexandria. VA 22314. Job Truss Truss Type aty ply T,tso6esg 739803 MGE Monopach Supported Gable 8 t Job Reference bone o. American Builders Supply. Winter Haven. FL 33890 ' w • ^P.. ..- _ "^ •,•""'••^'. •••` "' •" . . IDA SgjgrOgL3bt9OB_nJeOlhzlb2u•aA?JbTOgeBOPseX7OH3rotfgOwrDlvUa3YTySz 174H Do 6.10.8 6-0-0 5 10 8 0.1 Scale. 1:15.7 2x4 II 24 = 2x4 11 2x4 11 LOADING(psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 10.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 ' Rep Stress Incr YES WS 0.07 BCDL 10.0 Code FBC2014/rP12007 Matrix) DEFL. in (loc) Well Ud Vert(LL) 0.00 1 n/r 120 Ven(rL) 0.01 1 rVr 90 Horz(TL) 0.00 5 n/a We LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 20 SP No.3 REACTIONS. (lb/size) 5=14/6-0-0, 2=200/6-0-0, 6=313/6-0-0 Max Horz 2=92(LC 10) Max Uplift5= 7(LC 10), 2= 67(LC 10). 6=-76(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf: h=3011; 0=451t: L=40ft: eave=2lt; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 7 lb uplift at joint 5, 67 lb uplift at joint 2 and 76 lb uplift at joint 6. 8)'Seml-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING . Vedly design pentmeters and READ NOTES ON THIS AND INCLUDED AfI7EK REFERANCE PAGE ND-7479 rev. 14=12015 BEFORE USE. Design valkt for use ordy vAlh Mlleke can a-ctas. Rtls design is based only upon parameters shown. and Is la m Individual bidding component. not a truss system. Bogota use. Ino building designer must verify the applldabllly of design Parcsrioters and pxoperiy Incalerale this design Into the over,, only. Additlonal temporary and permanent txocing M iTek' building design. Bracing Indk:ated is to lxevent bucMlrq of Individual trim web and/or chord members Is always reWrod rot staMfy and to prevent coh%m vdth possBlW personal "ry and lxoperty, damage. For general gu icla,ce regacbv tho fabk<Illm slefcW. delivery. erection and Ixaclng of trusses cod teas syslerrm seeANSi/TPI I Quality Criteria. 0$8-89 and 8CSI Building Component 6904 Parke East Blvd. Safety Infamadon available San muss Rate Institute. 218 N. too Street. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 rus3 Truss Type oty ply T11506860 739803 MGEt MONOPITCH 2 1 Job Reference tional 301t•31.5620t7 P 1 Arnencen Builders Supply. Winter Haven. FL 33890 7 640 a Apr tg 20t6 MtTak Industries. ne. n un ergs ID:15gjgrOgL3bt90B_nJeOlhzlb2u-aA9JDTOgSBOPseX70H3rotlhewsN2vnfa3YTIySz 174H 14-0 2.10.8 1 z0 2.10-8 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 3x4 = 2.10.8 20 11 CSI. DEFL. In poc) I/dell Ud TC 0.07 Ven(LL) 0.00 7 999 240 BC 0.05 Vert(TL) 0.00 4-7 999 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=98/MeChanical, 2=180/0-8-0 Max Horz 2=80(LC 10) Max Uplift4_ 67(LC 10). 2=-95(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 260 (lb) or less except when shown. Scale - 1:13.6 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 2-10-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst: BCDL=6.Opsl; h=30ft; B=45fl; L=40ft; eave=5fl; Cat. II; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 4 and 95 lb uplift at joint 2. 6)'Semf-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. WARNING - Verily design penunetara and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE MO.7473 rev. 14V30016 BEFORE USE. Design valid lot use only vAth MI Iek®corvectors. I11s design is based only upon parameters shown. and Is ter an individual building component. not a tram systum. Beforo use, the IxLdina deslgnar must verify the dy:plkabllty of design pXrdrneters awl properly Incogorate lhb design Into the ovetall landing design. Bracing Indicated Is to prevent budding of lrXlMrnral tans web and/or chord members only. Additional lern"ary and patmanenl Ixacing WOW Is always togJred lot stability and to povent eollarxe with possible poisonal rdury and pop fly ddrnago. pot General guidance rugad Ing the fabrication. slotago. dellvery. election and tracing of Irusws and trus sysloms. seeANSlfJPl I Quallty Criberla, OSB-89 and SCSI Building Component 6fiO4 Parke East Blvd. Sately Information available flan Iris Rate institute. 218 N. Leo Street. Sulle 312. Alexandria. VA 22314. Tempe, FL 33610 IncF'J russ Truss Type oty Ply T11506861 739803 MGE2 Monopdch 4 t Job Reference(optional) 30113t572017 PoetAmericanBuildersSupply. Winter Haven. FL 33880 7 640 11 Apt 19 2016 Walk Industries. m un g ID:15glgrOgL3bt908__nJeolhzlb2u-2NZhop1 SvV WGUo6Jy_a4K4CtcKCCINsjlCCJ Vuz 174G 1-0-0 2-0.0 1-0-0 2.0.0 3x4 = 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In poc) Vdell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) 0.00 1 fVr 120 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Ven(TL) 0.00 1 rVr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=58/2.0-0, 2=150/2-0-0 Max Horz 2=58(LC 10) Max Uplilt4=-17(LC 10). 2=-63(LC 10) Max GraV4=61(LC 15), 2=150(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale - 1:11.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 2.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10, VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf, h=30ft; B=451t; L=40111; eave=5fl; Cat. II; Exp B; Encl., GCPI=0.18; MW FRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4 and 63 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNWG . Verify detlyn parameters and READ NOTES ON TU S AND WCLUDED M?EK REFERANCE PAGE MA7473 rov. 10A1MO1S BEFORE USE. Design valid for use only with IAnekO connectors th is design Is based only upon parameters shown. and Is rot an individual building component, not I Inm system. Belote use. the building designer must verify the al)OIcablilty of design Parameters and ixopedy Incorlxxate this design Into the overall bttidklg design. Bracing Indicated is to lxovent bxrclding of Ir<RMtx t Inrss web and/or chord inernbeirs only Additional temp lany and porn nanenl boating M!Tek' It always requkod fa slotAity and to lxevenl collapse wtlh p os6xe porsorKd ryttryand lxopeny damage rot genotal guldanco tega<1n1g t e rabricotlom storage, delivery. erection and Boating of Iruses and truss syslerrls. sooANSI/TPI I Quality CdtMo, DSB-89 and CCSI Building Component 6904 Parka East Blvd. Safety Information avdlabte noin hus Rate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type Qty Ply T11506862 739803 MV1 valley 2 t Job Reference bona I F'J 301t 31•572017 Poe 1 American Builders Supply, Winter Haven. FL 33880 7.640 s Apr le 20t6 MrTek Industraa. nc. rt un 9 I D:P?I?ORARNiPrxtpt7tu9w5zlE50.2N2hop1 SvV W GUo6Jy_a4K4CsVKCkINsliCCJVuz 174G 2.10-0 2.10-0 2x4 ',' 20 II LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) We n/a 999 TCOL 10.0 Lumber DOL 1.25 SC 0.05 Vert(TL) We We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(rL) 0.00 rVa We BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=82/2.9.8, 3=82/2-9.8 Max Horz 1=39(LC 10) Max Upliftl=-8(LC 10). 3_ 28(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . I: t 0 0 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 2.10.0 oc pudins, except end venicals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord (tearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 Wide Will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 8 lb uplift at joint 1 and 28 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this (russ. Q WARNWO - verify, deagn pe ameren and READ NOTES ON rnJS AND INCLUDED IIOFEK REFERANCE PACE MD-7473 rev. 160 MIS BEFORE USE Design valid tot nano orgy With Mllek®conrieCters. irgs de*p Is tlzed orgy ulxxn paameten dxx%n and is ter an indMCAal txAcling component. riot a tans system. Be(ote tee, the building desigriet mtat verity Ih0 cg)JAICOIAlry of design lxaametefs and ptopoily Incorporate ittb design Into the overall Addillornat temporary and permarienl txaci ng MiTek' btAdlng design. Bracing axtcated is to prevent ixtcMtng of Indivkltxl truss web cfrW /a chord members orgy. is always io%iited for skd)Glty and to prevent cdlgrso with possRAu I>otsonal k*ey and IxolxnW damage. for general gtldo nee rogading the storago. delivery. election arW Ixacttg of trusses and truss systems. smANSI/tPt I Quality Criferla, DSB-89 and BCSI BulMpon ingComentSafety Information avatatxe tom truss Plate thslftule. 218 N. Leo Street. Suite 312. AloxarWra. VA 22314. 6904 Perks East Blvd Tompo. FL 33610 Job Truss Truss Type city ply Tt1506863 739803 MV2 Valley 2 t Job Reference Uonal i... c.:..... 3- tt'lt•S]7f1t7 Pnn.t American Buikdore Supply. Walter Haven. FL 33880 .—...1,... —. ,.,..... ... __.. .. _.._. __.. . _,_ . 10:P?I?0RARNiPnnpt7fu9w5zl E50.2N2hop 1 SvV WGUo6Jy_a4K4CpOK9LINslICCJVuz 174G 4.10.0 4.10.0 Y g 20 4 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 0.29 TCDL 10.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) DEFL. in (loc) Well Ud Vert(LL) rVa rVa 999 Vert(TL) n/a rVa 999 Horz(TL) 0.00 rVa rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=162/4-9.8, 3=162/4.9-8 Max Horz 1=77(LC 10) Max Uplift I =- 16(LC 10), 3=-55(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. Scale . 1:15 1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 4-10-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=301h 0=45ft; L=40ft; eave=sit; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 16 lb uplift at joint 1 and 55 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - Verily dodln parameters and READ NOTES ON THIS AND INCLUDED AMEX R£FERANCE PAGE MIF7472 rev. taW2015 BEFORE USE Design valkl lot use arty with Ndlek® connect"$. Ms design IS based only up"1 rxaameters shown. and Is 1" an kKOvkkX% IxACWQ Component not o lam system. Bot"o tee, B10 txBdhg designer must verify the <tplxk cAAlh of design rxnaneters and Ixolmily Inc"poialo this design Into Ile overall building deslgn. Bracling lrtdicalod Is to rxovenl buckling of Indlvkfurl tnrs$ web cind/or chard members only. Addtkxal lemporary arxf lwnnanont Ixactrtg MiTek• S always tequl od tot s1ab0Uy and to prevent c011orzo wllh poa@fle Iersontal k*ffy and rxoperty damage. For gon etal guidance regarding Ina k txIc< tton. sl"ago. do Ivory. election and btacing o1 trusses and lam systems. seoANSVtPI I Quality Criteria. OSII-89 and SCSI Building Component 6904 Parke East Blvd. Safety INomlatlon avcBalNo horn lass Plate institute. 218 N. too Street. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job I russ Truss Type Qty ply Ttt5066W 739003 MV3 Valley 2 t Job Reference (optional American Builders Supply, winter Haven, FL 73e30 LOADING (psi) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCOL 10.0 Code FBC2014/rP12007 I.o+. IF. . _._ . ID:P?I?ORARNiPrxtpt7lu9w5zlESO-Xz740814gpe75yhV ViSJllkl6kYt 1 g6tXsys 1 Kzl 74F 2.11-e 2.11.8 2x4 i 2x4 II CSI. DEFL. in (loc) Well Ltd TC 0.08 Ven(LL) We n/a 999 BC 0.05 V@n(TL) rVa rVa 999 WB 0.00 HOrz(TL) 0.00 rVa n1a Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=87/2-11-0, 3=87/2.11.0 Max Horz 1=42(LC 10) Max Uphill =-9(LC 10), 3=-30(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:10.4 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 2MS Structural wood sheathing directly applied or 2-11-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opst; h=30ft; 8=4511; L=4011; eave=5ft; Cat. II; Exp 8; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 30 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q ~NI/VG - verity dadon, ptramefare and READ NOTES ON THIS AND INCLUDED MtfEK REFERANCE PAGE MA7473 rev. 1441t1 MIS BEFORE USE. Oe*jn vclkl for use only vAlh MI lele® Connectors. this dedgn Is based only upon patamoters shown. cnd Is for an Incllvldwol building component. not a Inns sysloin. Beloro use. rho IxBdhg designer must verity the gXAlcd711ty of cleslgn patarneters and ixotedy, hcaporalo M claslgn Into the ovordl btBdbtg de510n. Brochg InrllccoW Is to prevent txwldbV of UxlNkkxl It= web and/cx chord members only. AcklilbrXil temlxKQY and permanent bochg MOW is always regaled fa stability and to rxevonl collapse wllh tesslAe persona hltay, arid txo{erty damage. for genord gUdatce toga Brig the fdxbatbrx storugo. ddlvery, erection cincl txochg of lamos cnd Inns systems saeANSVrpl I Gua9by Criteria. DS11-69 and BCSI luftdhg Component 6904 Parka East Blvd. Safety information ovc&"o ban buss Plato institute. 218 N. Leo Sheet. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type 0 N T1150686S 739603 MV4 Valley 2 1 Job Reference tional v ft t 1 American Builders Supply. winter Haven. Ft. 33850 7. 0 a Api I W Zv to ,.ata,. „t..aa„.a.. ... ...... .... - ntXsys I Kz 174F 4.11.8 4-11-e 2x4 - 20 II 2x4 11 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) rVa n/a 9" TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) We We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 rVa Na BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=108/4-11.0, 4_ 77/4-11-0, 5=303/4.11.0 Max Horz 1=80(LC 10) Max Uplift4— 77(LC 1). 5— 101(LC 10) MaxGravl=108(LC 1), 4=25(LC 10), 5=303(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-226/286 Scale a 1:16.4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 4.11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDt-_6.0psl; h=30ft; B=4511; L=401t; eave=5ft; Cat. II; Exp B: Encl., GCpf=0.18: MW FRS (directional) and C-C Exterlor(2) zone:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 4 and 101 lb uplift at joint 5. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNWO - Vedry deOgn parameters and READ NOTES ON TH S AND INCLUDED WEX REFERANCE PAGE N67473 tev. 10&03Q016 BEFORE USE EFDe*p vaild rof use only with MIIek®con Wools. RYsdeslon E Iced only ulm rpaneters srgwn, and Is rot an YWMdual rwldkV component. rot a truss system. Before use, Ito bul1ckg dosl0rler mttst vedty the applllcca111ty of deslgn pxxanelem an0 propc-dy Incorpaale tt16 doslon Inlo Imo ovorail only. Addltlonal temporary and permanent txaclrq M!Tek' Ix9dkng doslgn. flrachd lrxfkated Is to Ixovent bucklfnrl of Indlvkluxa muss web and/or chord inembm e always roclulrod fa stability and to lxovonl collapse with possible Iorsonal"and piot" dainaeo. For gonotal guidance togcadng me fab ricaliM storage. defNery, erection and bracing of lames and tam systems. secANSI/TPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parka East Bind. Safety Information available from true Plato InstlMo. 218 N. lee Street. Suite 312. AlexondAo. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty, N Ttt506866 739803 Mv5 VALLEY 2 t Job Reference(optional) American Builders Supply. Winter Haven, FL 33880 WC o ao...,.......o5........ _.... __ --.. . ID: P?I?ORARNiPrxtpt7fu9wSZIE50-XZ740814gpe75yhVVi5Jllk_rkWzIg6tXsys1KzI74F 4. 0.12 4.8.4 f: F 484 5 4 2x4 = 2x4 11 LOADING ( psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 10.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix) DEFL. in (loc) Well Vd Vert( LL) 0.00 1 n/r 120 Ven( TL) 0.02 1 n/r 90 Horz( rL) 0.00 4 rVa We LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. ( lb/size) 4=166/4.8.4, 5=258/4.8-4 Max Horz 5= 1 17(LC 10) Max Uplifl4_ 65(LC 10). 5=-69(LC 10) Max Grav4=1 69(LC 15), 5=258(LC 1) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:19.1 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 4-8-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=6.Opsf: h=30ft; 8=451t; L=4011; eave=5ft; Cat. II; Exp B: Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Bearing at joints) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 65 lb uplift at joint 4 and 69 lb uplift at joint S. 7) ' Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING • Verity dedgn panmeren and READ NOTES ON THIS AND INCLUDED M/TEK REPERANCE PAGE MIF7473 rev. Ter MOTS BEFORE USE Design valld for use orgy vAlh Mlfek®connectors. Msdedgl Is based only upon pwomelers shown. and Is for an individual "ding component, nor o tam system. Before use, tno IxrlkSV deslgnet must Verify the aIKflleatAlty of dloslgl parameters tail ixopedy, lncorporoto this design Into the overall Additional remlwrary and permanent Ixoclng WOW txldingdesignBracingIndicatedIstopreventtxrcldklgofindNkhK1tamweband/or mold memlxxs only. E always iogrhed tot sta"Ity, and to rxevent collapse with possUe personal t #jry and Ixopeny, damage. rot geratal guidance regarding the knxicc tbn. storage, delivery. erection and tracing of trusses and truss systems, seoANSI/ I tauasty Criteria. DS8.89 and 8C$18ulldlng Component 6904 Parke East Blvd. Safety IMo.Hen avcflaltle nom Russ Plate trurlMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tanpa. i. 33610 Job Truss Truss Type H TiiSO6867 732803 PB GABLE 2 1 Job Reference clonal American Rudders Supply. winter Haven. rL :;MV , wv. ny„a cv.v ........ .............. ...Z. ... ..... ..........._ __.. _._ . ID:P*)I?ORARNiPrxtpt7tuMzl ESQ-?(hSDU2iO6m-j6Gi3PdYOVHBe7u9mHMOm W hOZnz174 E 188 2-0,0 2.3.8 4." 1.8.8 0.3.6 0.3.8 1.84 30 = Scale: 1.5'-V la 2x4 = 2x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a rVa 999 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(k) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=-17/4-0-0, 5=98/4-0-0, 2=189/4-0-0 Max Horz 1 _ 17(LC 8) Max Upliftl=-21(LC 20), 5=-21(LC 10), 2=-37(LC 10) Max Grav 1=1(LC 10). 5=98(LC 1). 2=189(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 OC pudins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; 8=45ft; L=40ft; eave=211; Cat. 11; Exp B; Encl., GCpf=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSV TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 21 lb uplift at joint 1, 21 lb uplift at joint 5 and 37 lb uplift at joint 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 10)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 11) Gap between inside of top chord'bearing and first diagonal or vertical web shall not exceed 0.500in. Q WARNING - Vadly dedgn parameters and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE MD7473 rev. 160=015 BEFORE USE Design valid ter use only wilh Mltek®corlreclors. Irgs dknkjn Is based orgy upon Ixtrametea shown. aril b for an YKaNtl1Kl building component, not a fuss syslom. Betore use. the building designer coral verity the ofoicab illy of design paartlolors a nd Ixopody Incorpolalo cot closlpn trlto the ovelcll bui dhig design. Bracing indicated is to rxevent b ucWlrlg of IrxlNkkal miss web and/or chord members only. Additional tompaary aid pormamenl,racfrQ M iTek' Is always iecplrod for stabally and to Ixeveni collaim with possible Ixarsond"and {xopeny damage. Fol genetd guidance tegadrlp the fabrication. storage. delivery. erection cmd tracing of trusses anal truss systems. S eANSI/IPI I Quality Criteria, OSS-89 and SCSI 8u8Nng Component 6904 Parka East Blvd. Safety Information avalla bile from huss Rate institute. 218 N. lea Street. Suite 312. Alexmddo. VA 22314. Tampa. FL 33610 Job T rus8 Truss Type oty Ply T115 MS 739803 PW T1 HIP SUPPORTED GABLE 2 s Job Reference tional MT k l I f' J n 30 1 t •32.01 2017 Pa e lAmarieanBuildersSupply. W mtar Haven. FL 33880 7.640 a Apr 19 2016 t s sit a. tic. 11 u 9 ID:P?I?ORARNiPrxtpt7lu9w5zlE50-x8pCeA4zyk 1 ryPP48gfOVwMX8xanE9zJDgAW elz 174C 0 236-0 27-6-0 51.0.0 5 O 123.6.0 4-0-0 23.6-0 -0 Scale . 1:92.7 5x6 = 15 16 5x6 = 17 111 56 55 64 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 4X5 4x6 = 7x6 = 74 = 7x6 = LOADING( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.09 BC 0.04 WB 0.15 Matrix) DEFL. In Vert( LL) -0.00 Ven( TL) -0.00 Horz( fL) 0.01 loc) I/defl L/d 31 rVr 120 31 rI/r 90 30 Na n/a PLATES GRIP MT20 244/190 Weight: 446 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x6 SP No.2 2-0-0 oc puffins (6-0.0 max.): 15-17. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at micipt 17-43, 16-44, 15.45, 14-46, 13-47, 12-48, 16- 42. 19-41, 20.40 REACTIONS. All beatings 51-0.0. lb) - Max Horz 2=290(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 44. 46. 47, 48. 49. 50, 51. 52. 53, 54. 55, 56. 42, 41, 40, 39, 38. 37. 36, 35, 34. 33, 32, 30 Max Grav All reactions 250 lb or less at joints) 2, 43, 44, 45, 46, 47, 46, 49, 50, 51, 52. 53. 54, 55. 56. 42. 41. 40. 39, 38, 37. 36, 35, 34, 33, 32. 30 FORCES. ( lb) - Max CompJMax. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 12-13=-109/283, 13.14=-128/340, 14-15=-146/393, 15-16= 133/374, 16-17=-133/374, 17. 18=-146/393,18-19=-12e/340,19.20=-109/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL^4.2psf; BCDL=6.Opsf: h=301t; B=45ft; L=51ft; eave=21t; Cat. II; Exp 8: Encl.. GCpl=0.18; MW FRS (directional) and C-C Extetior(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-" oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 44, 46, 47, 48, 49, 50. 51. 52. 53. 54, 55, 56. 42, 41. 40, 39. 38, 37, 36, 35, 34, 33. 32, 30. 11) " Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 12) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNING- Vadly dadon parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE MO.7472 rev. 160MIS BEFORE USE Design valla for use only vAth Mlfek® connectors. Rtls design Is based only ulen l>aromelers shown. and Is tot an Individual bultdkV component. not a hats systan. Berate, use, Ile MBmng deslgndx must verify the a)ptk;ablily, of design Ixaarnetom and Ixolxrly Mogtorate this design Into the ovetdl Add illoral lempacxy cmd perfnanent Mating M iTek' blldhngdesign. Bracing Indicated Is 10 prevent IxK:MIng of IrdlvkltKII Buss web and/Of Chad members only. is always tegllfed for stability and to rxevent collapse vAth poss9xe personal WuaY and property damage. rot general guidance tegaxding the m slotago, dolNory, election arvJ Ixacllg of trusses and I iss systems. sooANSI/1PI I Quality Criledo. DSB-89 and BCSI But" Component 6904 Parke East Blvd.labdociti Tampa. FL 33610 Safely Information available horn It= Plate InstlMe. 218 N Lee Sueel. Suite 312. Alexandria. VA 22314. Job I russ russ type 0 ry ply T11506869 739803 PW T2 Root Special Supported Gable 2 1 Job Reference(optional) Amen can Builders SuppN. Winter Maven. FL =80 7 640 a Api , 9 w,o —a. ,,•wU ,G"• •••C. , "U.• •^ , , •K.- --. • .- . ID:P?I?ORARNIPrxtpt7fu9w5zlE50•tXwz3s5DULHOCIZTIFhUaLStRIF"r31cg7tdiYz 174A 0-0 23fi4 43-4-0 45.4.4 7 0 0 23.6.0 19.10-0 2-0-4 •7.1 i Scale . 1:87.3 Still = x6 4x6 1154 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 5x6 = 5x6 = '3x4 II LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code FBC2014/TPI2007 CSI. TC 0.10 BC 0.05 WB 0.17 Matrix) DEFL. in Vert(LL) -0.00 Vert(rL) -0.00 Horz(TL) 0.01 loc) I/dell Ud 1 n/r 120 1 fir 90 31 rk/a rda PLATES GRIP MT20 244/190 Weight: 371 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 WEBS 1 Row at midpt 15-43, 14-44. 13-45, 12-46. 16-42, 17-41, SLIDER Left 2x4 SP No.3 1-6-7 18.40 JOINTS 1 Brace at Jt(s): 27 REACTIONS. All bearings 47.0.0. Ob) - Max Horz2=260(LC 9) Max Uplift All uplift 100lb or less at joint(s) 31, 2, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 42, 41. 40, 39, 38, 37, 36. 35. 34, 33, 32 Max Grav All reactions Y50 lb or less at joint(s) 31, 2, 43, 44, 45, 46, 47. 48. 49, 50, 51. 52. 53, 54, 42. 41. 40, 39, 38, 37, 36. 35, 34, 33, 32 FORCES. (lb) - Max. CompJMax. Ten - All forces 250 Ob) or less except when shown. TOP CHORD 2-3=-265/230, 12-13=-103(262, 13.14=-124/320, 14-15=-141/368, 15-16— 141/368, 16-17= 124/320, 17-18= 103/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=6.Opsh h=30ft; B=45111; L=47f1; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurient with any other live loads. 9) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 Wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 31, 2, 44, 45, 46, 47, 48. 49, 50, 51. 52, 53. 54, 42, 41. 40, 39, 38, 37. 36. 35. 34, 33, 32. 11) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 12) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q WARNING. Vediy da4fin pannalen and READ NOTES ON nOS AND WCLUDED MflEK REFERANCE PAGE MIF7473 rev. 18032015 BEFORE USE. Design valid for use only vArh Ml lek0 connectors. this Design Is lased only upon paiameterss shown. and Is fa an individual buldmg component, not a Irtm sys1egn. Beloto use, the building designer must verity the app li ablilly of doslgn parameters and pxoporly Incorporate M design Into the ovetall lxOding design. Bracing indicated is to prevent buckling of Individual Inra wob and/or chard mernbers only. Additional letup pray and permanent 1racAng M iTek' is always tecp4od for stability and to pxevenl collapse wllh possible personal Inlay and property damage. for general guidance regading tine latxlearlon. storage. delivery. erection and bracing of James and truss systerns. saeANSI/TPI I Quality Criteria, DS6.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate mstlMe. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314 Tampa. FL 33610 Job russ Truss Type Qty Ply T11506870 739803 PWT3 COMMON SUPPORTED GAB 2 t Job Reference Done American Burldate Supply. winter NaVen. FL 3365e — . nF..v Aviv..... v .w... --. ...0 .. .. _.. _ . ID:P?I9ORARNiPrxtpt7fuMZIESO-LIULHC6rFIPGptSts2CI72_276bSRWdlvnPAE zl749 0 0 23.6-0 47-0-0 0-0 23.6-0 23.6-0 Scale - 1:81.9 Sx6 = 15 4x6 II St so 49 48 47 46 4S 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 4x6 If Sx6 = LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 10.0 Lumber DOL 1.25 SC 0.04 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 OTHERS 20 SP No.3 SLIDER Left 20 SP No.3 1.6.7. Right 20 SP No.3 1-6-7 REACTIONS. All bearings 47-0-0. Sx6 = 47.0-0 47.0.0 DEFL. in (loc) Well Ud Ven(LL) -0.00 1 r1/r 120 Ven(rl-) -0.00 1 n/r 90 Horz(TL) 0.01 28 n/a n/a PLATES GRIP MT20 244/190 Weight: 364 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pulins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15.40. 14-41, 13-42, 12-43. 16.39, 17-38. 18-37 Ib) - Max Horz 2=284(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 41. 42, 43, 44. 45, 46, 47. 48, 49. 50, 51, 39. 38, 37. 36, 35. 34. 33, 32, 31, 30. 29, 28 Max Gray All reactions 250 lb or less at joint(s) 2, 40, 41, 42. 43, 44, 45, 46, 47. 48, 49, 50, 51, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12.13=-117/299, 13.14=-137/359, 14.15= 155/405, 15-16= 155/405, 16-17=-137/359. 17.18=-1171299 WEBS 15-40= 259/53 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; 8=45ft; L=47ft; eave=2ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 41, 42, 43, 44, 45, 46, 47. 48, 49, 50, 51. 39, 38, 37. 36. 35, 34, 33. 32. 31, 30, 29. 28. 10) Beveled plate or shlm required to provide lull bearing surface with truss chord at joint(s) 28. 11) -Semi-rigid pitchbreaks Including heels' Member end Ilxlty model was used In the analysis and design of this truss. Q WARNING - Ve f/y dedpn pan an; and READ NOTES ON THIS AND INCLUDED MIEX REFERANCE PAGE MA7473 rov. IA02MIS BEFORE USE. Design valid for use only VAlh Ml lekS Connectots. FM design is lased only upon Mornefers Yawn, and is fa an Individual btsldlg component, not a tnm system. Solaro use. the building designer must verity the al)NICab11N of design Pafcxnetead ptpo andklcotatetits design Into the overall building design. Macho Indicatod Is to Ixevent buclding of Individual Min web and/of chord members orgy. Additional tomponary and permanent btaCtrg M iTek' Is always rocprlrod for stability and to prevent collapse with possible personal trytry and property damage. For genetd guides co tegading the Ic" Icatlon. stacsgo. daa ivery. erection and tracing of trusses cmd tens systems sooANSIfM l Cua11ty, Criteria, OSS-89 and SCSI Building Component 6904 Parke East Bald. Safety Information ove/1ablo train Ituss Rate ms1lMe. 218 N Lee Sheet. State 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type oty ply T„sa6e7, 739803 PWT4 Root Special Supported Goble 2 Job Reference tonal American Builders Sappy, winter Haven. FL 33660 .o+v s ^P ,. cv.o ..... .......,..6. ,..C. ,. .., ••r ID:P?I?ORARNiPnrtpt7tu9w5zl E50.16c5hu86nGt__3812zNF13C_4NtyG9vO?2N5uHJtz 1747 22.6.0 24.6.0 34.1 1.8 39-, t 8 47-" 22-6-0 2.0.0 10-5.6 5.0 0 7.0.8 600 12 5x6 = 5x6 = 13 14 Scale . 1:86.4 1 17 28 4N 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 406 II 3x6 = 3x6 = 3x6 — Plate Offsets (X Y)-- 18:0.1-11 Edgel 113:0-3-0 0-2.01 114.0.3-0 0.2.01 123:0-3-0 0-2.01 LOADING (psi) SPACING- 2-" CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ven(TL) rVa rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 29 rVa rVa BCDL 10.0 Code FBC2014tTP12007 Matrix) Weight: 379lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except BOT CHORD 2x4 SP No.2 end venleals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 20 SP No.3 WEBS 1 Row at midpi 14.41, 13-42, 12.43, 11-44, 10.45, 15-40, 16.39, 17-38 REACTIONS. All bearings 47-0.0. Ib) - Max Horz 54=231(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 29, 43. 44. 45, 47. 48. 49, 50. 51, 52. 53, 40. 39, 38, 36, 34, 33. 31, 30 except 54— 107(LC 8). 35=-104(LC 10) Max Grav All reactions 250 lb or less at joint(s) 54, 29, 41. 42, 43, 44. 45. 47, 48. 49, 50. 51, 52, 40, 39, 38. 36. 35, 34, 33. 32. 31. 30 except 53=253(LC IS) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/258, 9.10=-158/283, 10.11=-145/338, 11-12— 149/395, 12-13=-169/450, 13-14=-151/423, 14-15— 169/450, 15-16— 149/395, 16-17=-130/338, 17-18=-110/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDt--6.0psl; h=30ft; B=451t; L=471111; eave=2lt; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-" oc. 9) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 10) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 43, 44, 45, 47, 48. 49, 50, 51. 52, 53, 40. 39. 38, 36, 34, 33. 31, 30 except (jt=ib) 54=107, 35=104. 12) -Seml-rigid pitchbreaks Including heels' Member end Ilxlty model was used in the analysis and design of this truss. WARNING - Verl/y dedpn parameters end READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MO.7472 rov. Ia014015 BEFORE USE Design valid la use only Win fAlek®conuoclors. it* design b Ixtsed orgy upon parameters shown, and Is lot an Individual building component, not a Rtm systat n. Below use. the txdlding deslgnet must verity the applicability of design Ixtrarnetors and Ixoperiy ktcogwrato this design Into the Ix/ldrq design. 6rocN Indicated Is to lxevent buctding of IndlvkkKri Inns wet) and/or chord marnlxers orgy. Additional lernporary and permanent Ixcning WOW is always iogWed W slallllly and to txevenl collaim with pos*Ae par." R,pay and property dantage. For general guidance toga ding the Kttxbation, storage, delivery. erection aril txocing of Inman cM In= systerns. s0eANSI/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdonmation avallo le Rom Inm Plate Rulltute. 218 N. too Street. Sidle 312. Alexandria. VA 22314. Tampa. i. 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 14, For 4 x 2 orientation, locate plates 0-'Ae from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plote location detoils available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings no (supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. ffd Industry Standards: ANSI/ TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB- 89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System . - 0 c O x U a O r- 6- 4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/ LETTERS. PRODUCT CODE APPROVALS ICC- ES Reports: ESR- 1311, ESR-1352, ESR 1988 ER- 3907, ESR-2362, ESR-1397, ESR-3282 C O U a O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved to MiTek® MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or Xbrocing. is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wore at joint locotlons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Comber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead bad deflection. 11. Plate type, stre. orientation and location dimensions Indicoted are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or punlns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, If no ceiling is Installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/ TPI 1 Quality Criteria. RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit# #17-2204. #17-2293 Project Location Address 6-Unit Townhomes-333,337,341,345,349,353 Misty Grove As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer herma Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Tru Swinging Ext. Door (front door) FL# 15225.5 S—+, +E. w t.rw'TR•., iZtA-R- rat* Zo,-IL 1. Sectional Amarr Garage Doors Sectional Ext. Door FL# 5302.2, 5 SeC.TO..ht l 6' w be Automatic Other 2.Windows Single Hung Plygem Single Hung Window 1500 FL# 16103.2 Horizontal Slider Casement Double Hun Fixed Plygem Fixed Window 1500 FL# 16104.2 Awning Pass Through Projected Mullions Plygem Mullion CHS Twin 1500 FL# 16100.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL# 12019.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305.1 Underla ments InterWrap, Inc. Rhinoroof FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin des Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents SEMCO Weather Vent FL# 15961.2 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Si ature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 s Business & f M aas Nome I tog to I user ReCWmUan E Noe T400 I Saemt sumnargo ! stao a Face I Pueaaomu I Fec son I acts see kap I ums I wand I Bus nes Product Approval Pao#essi l• •• u5[4: Pubk user Regulation e i AMMZM i APp Neat cacao• FL d FLIS225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, ON 43517 419) 298-1740 rlckworwbldgoonsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall cagy Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan J. IOng, P.E. 4 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1686 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use In HVH2:: NO Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 1522S.5-68 (6'8 Door Products), INST 15225.5-8Q (8'0 Door Products) and INST 1522S-68M (6'8 Door Products Direct to Masonry) for Installation instructlbns. Ndte'- Glazing Shall Eomply W4th'ASTM'E1300 04. (This product approval requires the use of 'l' part number doors and sidelites, which have been stained or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certlficate al 1 c»c R3 ' CAC 152 S AMt r15 not Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes 115225.6 I f. *Premium Series', 'Construction I 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms I Series" and *Benchmark by With and without Sidelltes. Inswing and Outswing Ther ma-Tru' with Transoms Limits of Use Approved.for use in HVH2: No Approved for use outside HVHL• Yes Impact Resistant: No Design Pressure: N/A other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (810 Door Products) for installation Instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate Mi t= R3 C &. IS_iS.6 NAML'cierts.odf Quality Assurance Contract Expiration Date 12/31/2021 Instal aLnstTs FIIS225LIct25. 6- BOeddfr• a5» 52S'VerifiedBy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Resorts by saespgyfa The state or Ronda Is an ANEW employer. 611UPtelw 3da7.70N SIaL. d ste,ida :: Privacy 6tatemere :: L.StAt*Mnt :: Refund StAterllerlt Under Florida law, emall addresses are Public neadnts. tr you do not want your &.mall addrm released In resyortse bs a Publk-MMrd9 request, do not sad decOortk mall tothisamity. Instaad, &.enact LM oMa by phone or by traditional map. U you have and 0ueitloro. phase aadact 1150.487.139S. VurswrR to Section 4SS275(1), ftoAda Statutes, effective October 1. 2012, poertseds IlaerrseE under 0120 er 455. FS. must provide the Oepuatlent with an arras address It Uay have one. The crags provided may be used for official Communication with the licensee. However email addresses are public rmad. U you do not wish to supply a personal address, please provide the Oaparutant with and red 5 ch . ar be madeftMavailable to Cite mi public. To detane 4youarea IICenSee under cit Product Approval AaMpta: tee eredit s{AFE hrips:// www.floridabuilding.org/pr/ pr app_dd.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/3l/2021 Revision Date: 02/24/2015 Product. FiberClassic Opaque'Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within u u». f•-.rsRSN.... p.... M ae.anw MC11tod M! TA! AML%iin,National Standards Institute (ANSI). N• AMI's Certilied Prod et L sun at n ! rua Glazed K a..aw..w Design UP.- Missile Test Report Number InswingConfiguration or or Maximum Pressure Impact Outswing otiftaue Size pos/NeR Rated Comments X 1/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/1TF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/fTF-254F Sin le XX 1/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097rM-253F Standard Aluminum Astragal Double XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097fM-254F Standard Aluminum Astragal Double XX US Opaque 6'0" x 6'8" 47/47 No ETC-01=741=10703.0/L-2097/ITF-253F Coastal Aluminum As al .. . Double XX O/S Opaque 6'0"x 6'8" 47/47 No ETC-01-741-10703.0/1=2097riTF-254F Coastal Aluminum Astragal . - Double OXO/ OX/XO l/S Opaque Door 594" x 618" 40/ 40 No ETC-01-741-10593.0/L:-2097=F-253F Sin le w/Sidelites OXO/ OXXXO O/S Glazed Sidelites Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097riTF-254F Single w/Sidelifes _ OXXO 1/S Glazed Sidelites Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/1TF-253F Double w/Sidelites_ Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 894" x 6'8" 40/40 No ETC-0I-741-10593.0M2097MFF-254F Double w/Sidelites Glazed Sidelites- Standard Aluminum Astragal _ OXXO 1/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.OM2097rITF-253F w/ Sidelites_ Glazed Sidelites Coastal. Aluminum Asmigal Double OXXO O/S Opaque Door 8'4" x 61" 47/47 No ETC-01-741-10593.0/L-2097rITF-254F Double Glazed Sidelites Coastal Aluminum Astra al w/ Sidelites AA-_..- t..wt..:CS...tu.:.. ve 7in97 National Accreditation & Management institute, incJ4 7Y aseorgc-a3015stuu i.rtcruvt.a Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfetd Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therina-Tru Series Opaque Fiberglass Door Inswing/Ontswing w/ and w/o Sidelites Specification: ASTM E330/E331/fAS202 The "Notice of Product Certification" Is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinwt• waft...k. t,r—ai— Dw.an m :* ago dib.t fiw Tiie Amerlcan National Standards Institute (ANSI]: NAMI'sCertillea rroaucrl.lsnn al ma unaau IIAMM LItinNx Design Missile Test Report Number inswing' Glazed Configuration or or Maximum Pressure Impact Opaquesue Size PosMe Rated Comments X 1/S Opaque 300"x 6'8" 67/-67 No ETC-0I-741-10702.0M2096/1'TF252F Single X O/S Opaque 390" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096/ITF25IF Single XX US Opaque 6'0" x 6'8" 40/40 No ETC-01-741.10702.0/L-2096nW252F Standard Aluminum Astm al _ Double XX O/S Opaque 6'0"x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096/xTF251F Standard Aluminum As al. Double XX US Opaque 6'0" x 6'8" 551--55 No ETC-0041-I 1008.0M2151/ITF252F Coastal Aluminum Astragal . Double XX 0!S Opaque 6'0"x 6'8" 551--55 No ETC-01-741-11008.0/L'215IMF251F Coastal Aluminum Astra al Double OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/-40 No ETC-Ol-741-11008.0lL-2151/ITF252F Sin le w/Sidelites ._ OXO/OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 6'8" 40/ 40 No ETC-0 1 -74 1 -11 008.0/L-21 5 1 MF251 F Sin le w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8'4"x 6'8" 40/40 No ETC-61 -741 -11 008.0/L-215 I MP252F ' Double w/Sidelites Glazed Sidelites I Standard Aluminum Astragal OXXO O/S Opaque Door 8141tx 6'8" 40/40 No ETC-01 -741-11008.0/L-215]MF25 I F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO- US Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151nTF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum A al OXXO ' O/S Opaque Door 8'4" x 6'8" 55/--55 No ETC-01-741-11008.0/L-2151/]'fF251F Double w/Sidelites - Glazed Sidelites Coastal Aluminum Astragal. a_ Wit_.:...., aas.....xsrsrt vlLtnvaa_ VA 23(172 National Accreditation & Management rnsututc, fnui-f.7+-0,r,:--••a•••s••• Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 4 4" 4^ 4 7 -1 4- - 1 1'. T-7.777 04ffI 1 11 MULLIONN -MULLION SHOWN FOR4MASONRY14 '1[ SHOWN FOR MASONRYJ REFERENCEMASONRY111REFERENCEOPENING illsTYP. HEAD OPENING TYP; OPENING & JAMBS HEADIIH7EA(D & JAMBSJAMBS 2X SUCK-/ I j ^ 2X BULK' --/- 2X SUCK-/ Ok MULLION SHOWNS FORI I o! tj REFERENCE MNGLE DOOR. gNm r WlsiDELffE UNG' F WISIDFLM RUCK ANCHORING RUCK ANCHORING MM ANCHORING 4 MULLION OWN FOR MULLIONSHMASONRYjrSHOWN FOR 11Typ- HEAO TYP. REFERENCEOPENING REFERENCE II n BS ASTRAGNL HEAD SHOWN FOR JAMBS 2X BUCK REFERENCE 2X-) I. P2%) f mh S.G. & M CK—•SUCK ocntctlrTeANcttolt ASTRhGAL valm ReammatmecanonwxrfbeO*uted to maintain Me mh S"o;wN Fort edgeditt too- wim E rivet* tok kkaUm noted W 7AAX On CEPaW" be oCPjsftd to REFERENCE x 7 Cmidw, to Mo me. 1vbW 2/ 21/ 12 AUMC{tARANQf: m W Ktis. A W.JK TYPE Mt 4 kDOUBLE WISIDELTES u Itr 1.1/c r RffnG MASONRY RUCK ANCHORING a IAP 114- OPENING FL- 132i5.! 8 o Z " pa7 V1nA C' NEW C C' C i IN 88 PAIRS TYP. 3. 3. 2' • 1 r3 SEE NOTE 30 - A W/ 2X BUCK T - - r SHEET 3 5EE OETAIL 3" A INSTALLATION B W/IX BUCK Z J INSTALLATION ASTRAGALJ, MUWON HEAD SHOWN FOR 1SHOWN FOR REFERENCE REFERENCE ONLY . SEE •• 1 a : DETAIL " 4' o 5 12 I i IP 1 . VIEW • E•- snwm z/ onnwut covwxm ratFlmm nD Iw In1. AIL sm10 cow iws coesrt aiaa) om ItemDESCRIPTION Moteriol A 0 x =1 2 D- STEEL.- B. STEO I 1 1 WOOD z 4 Hine to rome _ STEEL ' STEEL 10 x ' 2 G.'P WOOD SCREW -' 3 z- 2 L .- R 4 11 3 4 PFH ELCO OR ITW CONCRETE SCREW 1 4 z 1-3 4 aw PFH ON SCREW _ _- - 1 4 z 3-314 ITW PFH N RETE SCREW 3 16 z 3-1 4 TTW PFH CONCRET SCR TEEL TEE STEEL S 1 1 4 z 3-1 4 PFH CONCRETE SCREW LNCRETE 13 CONFORMINEGTOASTMMC90INGTO ACI 3010ORYHOLLOW BLOCK 00 PSI MIN. 16 4 X -1 4 PFH ITIV CONCRETE -SCREW HEADER UGAR PIN SG >= 0.34 W000 2t 3 4 THK. PRESSURE TREATED SIDELITE PAO WuUU 30 2 X 1 X 25CORRUGATED FASTENER W/2X BUCK 2• INSTALLATION 4 3- 1J, O SEE DETAIL W W/ 1X BUCK ', INSTALLATION 12 1 C W/ 2X BUCK 3 . INSTALLATION 1 0 W/1X BUCK 11 DETAIL "I INSTALLATION DMIL 3- B ATTACH ASTRAGAL THROW BOLT STRIKE PLAT TO FRAME E ASSOWN. t C. 1 . DETAIL ' 4 P Jos g; J3ow, m Aer. JK uK. RdTE 4 •AMG&; SWRON, a convmion: INTERIOR s1ItEn ZAt Q*Wf SECTION i r1y • qe INTERIOR EXTERIOR 20 . 21 T$ 3 3 _ V _ L cROis iE *bk . EXTERIOR INTERIOR yTE R,Trrac eRessseetroH JawM"oaWWOW W. I Ttaw, 4P I I IMULIJON ONRY] MASENINGOP HEAD MASONRYI OPENING 11 : SHOWN FOR, Typ 11 REFERENCE JAMBS D11 Qc JAIG85, 11 C; nu 2X SUCK C4 2X BUCK-- II SINGLEDOOR RUCK ANCHORING MASONRY 1. Va. 2X BUCK g2o= mm t no coffam ffay bo ocWed to nk*dah ft min I. c"mmie anchor beaffors 0 edge dWance #*. moto joirft 2. Cw" ID on" bc*Wm noted - UAX ON CpMr -jo be -Wed to edge dittance ton a tO MIX OdLVbnd concnft orhenon may be nqqLked to aria" nw 74" ON C04W clirnendon we not wce I C4neritto anchor toW: ANOM•. AWRON Atftc"A" NU MACUA&V aw• TAPCON r M 4 4- ft U.1v MASORY7. OPENING .7yp. HEAD JAMBS 2X SUCK MULLION IL SHOWN FOR II REFERENCE SWrl F W/ SIDEUTES 4 Ali 4 4- b p' I I MULLION SHOWN FOR MULLION A.1 Typ HEAD FI REFERENCE SHOWN FOR REFERENCE JAMBS ASTRAGAL HEADSHOWNFORJAMBS1 II REFERENCE 1 II 11 ASTRAGAL. II hLSHOWN 2X- I IFORBUCKREFERENCEIIroe Cd C3 C; C; 7H DOUR LL DOOR MASONRY DOURi F W/SIOELIIES FL - F. SUCK ANCHORING OPENING SUCKANCHORING Ir C 3 ' 3 3. 43r+'1.l1 1 SCE DETAIL A 10 Ip SEE NOTE 3 II 9SHEET3 ; 1 MULLIONJ• SHOWN FOR REFERENCE sm0WWNRAFOR 9. REFERENCE ONLY 0 IG to t6 ' A u 1 tp s d 1: G C' NEW C'—•C• V OOUBL DOOR W/sDELITES L 0 A:. t-4 •'0' gal, 3I 3•. v F W 2x SEE LICK — SEE DETAIL UTIONNSTAL:DETAIL nor+ • A. W§TII CI. ko ^ 11P. HFAD do ° JAMBS J r ASTRAGALS ` T .. oSHOWNFOR _ Q REFERENCE 1 ONLY E All. o S s + A, I 4 WFW •E•—'F• DOUBLE —DOOR VIEW X1 — A. MOM W/ VIVVA OYMC m fASI.M IIOI e I .. ALL 9GU/R To Odell M1m MMQCIbN B C fleml DESCRIPTION Moteriol A 1#10 B x -I 2 P H SC EW --'STEEL STEEL io x r Pfx WOOD -SCREW STEEL t 10- x 4 R in a to lrome - STEEL 4 t 4 2-3/4- PFH ELCO OR ITW CONCRETE SCREW '5 IAx 1-3/4 ITDV PFH CONCRETE SCREW FELL STEEL 1 4 x 3-J 4..I11Y Eli CONCRETE SCREW STEU UP zr SILL It J tG x 3-t 4 ITW PFH CONCRETE SCREWL 4 fTw PF11 CONCRETE 5rKfW7 13. 301 OR HOLLOW BLOCK 000PSI (CONFORMING N. CONCRETE TO ASTM C90 CON MING 70 ACI CONCRETE 1 1 4 X 2-1 4 PFm RW CONCRETE SCREW H DER. JAMB PfNE SG >- 0.4 STE W00 21 30 34 THK. PRESSURE TREATED SIDEUTE PAO 2• X 1• X 25 GA CORRUGATED FASTENER S TEIR TWO" 11 t 0 DETAIL • 4• - A DETAIL 3' ATTACH ASTRAGAL THROW BOLT 1 STRIKE AS PLATETO .FRAME SHOWNA 1 DETAIL • 1• L1 110 owc en JK — u ow er LFS 3 owexo xa e FL— 15225.5-80 2 INTI l M -- EXTERIOR 2\ iiiffCAtCR MO . EXTERIOR INTERIOR INTERIOR NIF I p v. isrleis INTERIOR EXTERIOR iJ s6`I 21 12 gz3n _ Y EXTERIOR E n 6-*N- rMAL cRoss SECUON' All i N a 1 J2 '3 N.T.S. er JK C an —VS i0 IIOJ Q n 15225.5-80 0 a' o r„ INTERIOR INTERIOR CROSSEXTERIOR SMIOR INTERIOR how—OUTA L. • , ® . . • 1•SI • I 1 it ® y INTERIORINTERIOR _ . SHOWN FOR R r Drrr-T f .a r 41 t D K _ a vo so t6^ . SM_ DBAas d-1 h I 14 D18ALV I VIEW'C•-"C" SINGLE DOOR W/SIDfUIES VIEW "E"-i VIEW'S"-'W a«.I.o*ml9dt*„dmfChffeM. idpedator.0.nwr ro hb. 2 Cenerete aridxx AwarAn noted as'AM7b ON CgMrn hat be acoated to inch atn Womb. edge dhfanee 101,0101otnhL oddteonat eahuete MChM nW be rsq~ 10 eras ow TUx ON CB lW dtmendon cm not exceeded, S Corw ate ahctmr fobte: JAWCH01 MK ANlL:. _ i ANC7tDt AStFbMBRf1/ c 1-1/f r ram' 17URACON 1/ I• 1.1/f' 1' ffW a MC 1.1/f ; AS SHOYM A3 tHOMM C A S1DfT1TE NOTB: 1, The ,!deers B L-1 set hhto NW)arnb with (121 sex r pfh. rood scr)ws. There ae (I) of eaeh vmftol) omb. from the top down off r, 311, A&S" & 66' There ore (2) of the header of I' bom the ohrbdde comers of the home. There are M of Me Sib I' from 1119 0UW9 eomea. IIBWAD lYP. 9 HEAD to p / IS HEAD i o SHOWN FOR n 6An6' JAMe TTP, ® JAMBS Iand' JAMB . 40 SEE 1? iY TYP. ® JAMBS A 9/16' JAMB Tf"` o SEI 0 1 1 m DETAIL ' 2* Standard 27. 24 DETAIL * r DETAIL *r TRW l Jan j wb22f 2 a wmbN.M 3 f. e Sn JK e sec, m LPS' : w. ray rn. e M- 15225-68st c e R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Dox 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Cenificate of Authodulion No. 9213 Product Sub Category Manufacturer Product Name Cate _ Therms Tru Corporation Smooth -Star" and "Benchmark by Thera-Tru" Exterior Swinging 118 Industrial Dr 6'8 Single 6 Double Opaque or Glazed Panels wl 6 wlo Sidefites Door*' Exterior Ooor Edgerton. OH 43517 Inswing I Outswing Assemblies Phone 419.298.1740 _ insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report Issued by R W Building Consultants, Inc. 6 Lyndon F. Schmidt. P.E. (System ID r 1998) for Thera Tru Corporation, based on Rule Chapter No. 61G20.3, Method 1A of the State of Florida Product Approval, Dept of Business 6 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Untltadons: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shag be Installed following Installations Instructions of ANSI AFBPA NDS 2012. AO other fastener types to be Installed following fastener manufacturers installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown In drawing FL-15225.5-68. 5. Where shims are used, they must be a "rigid / stiff material that aompfles with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15226.5-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1> Tost-Reoort No. Test Standard ETC-01:741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02ITAS 202-94 TEL 01460147 ASTM E330-02 / E1886.02 / E1996-02 2. Drawing No. Prepared by No. FLA 5225.5.68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared_Im Anchoring RW Building Consultants, Inc..(CA 89813) Sheet 1 of 1 Teatlna Laboratory ETC Laboratories ETC Laboratories Testing Evaluation tab. Signed by Wendell W. Haney, P.E. Joseph L Dolden, P.E. Lyndon F. Schmidt, P.E. SlanadAsealed l Lyndon F. Schmidt, P.E. Slan6d-8 Sealed bpi Lyndon F. Schmidt P.E. ettitl je. N Prrj rr Lyndon F. Schmidt, P.E. FL PE No. 43409 202015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. noa 230 Valrico. FL 33595 Phone a 13.659.9197 . Florida Bard of Professional Engineers Cenillale ofAuthortation No.9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID / 1998) for Thera Tru Corporation, based an Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. o1 Business 3 Professional Regulation. RW Budding Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. UmftaHons: 1. TAIs•pfoduet anooft has been developed In'0*mPBarloe *0 the Sth EQitlon (2014) Florlds'Btiillift code (FBC) stfucwW requirements excludingttia.'9iigh Vefodly hh;rticans.zoeie See the CeAiDealbrt Agency CerWeate•for sizes. >:pedt>catbns and design pressure raMga. on details. Anchor embedment to base materfel.slotl be'beyond wall4ressing, stucco, foam, 2. Product andeofs shall lot: es dated and spaced as shown brick and other wan coverings. 3. Wood screws shall be installed following installations instructions of ANSI AFBPA NDS 2012. AD other fastener types to be installed following fastener manufacturees installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-15225-08M. 5. Where shims are used, they must be a "rigid / stur material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225-68M shall be determined by others for specific Jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-16225-UM require further engineering ana"s by a licensed engineer or registered architect. Suppordng Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1998-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202. 203-94 2. Drawina No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA d9813) Sheet 1 of 1 TesNnia Labo'dtory Testing Evaluation Lab. ETC laboratories Signed Lyndon F. Schmidt, P.E. Joseph L. Dolden, P.E. Sianed 1< 8ea(td Lyndon F. Schmidt, P.E. Slaried &'Bloated bin Lyndon F.'Schmidt, P.E. ac.ttturr ii 4 • f iI i•; 4. ixZ iw• ;cs.•,. C; 01C4 C 1 A110 L ,,``, Lyndon F. Schmidt. P.E. FL PE No. 43409 2/62015 Florida Building Code Online Page 1 of 6 Y Business & Professional Regulation r SCIS Home I Log In I User Registration a Hot Topic Submit Surcharge I Stats & Facts I Publications I FBC SUM I SCIS Site Map I Links I Search Fbrida J r ®Product Approval t • ayy. I USER. Public user L.•iroi•wly. Product Aooroval Menu > Application Detail FL # FL20461-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 r,ckw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOu... 10/20/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 05/12/2016 Date Validated 10/21/2016 Date Pending FBC Approval 10/25/2016 Date Approved 12/14/2016 Date Revised 12/20/2016 Summary of Products Go to Page Q a m O Pagel/20 FL !l Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 RO AE 20461.1 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 RO AE 20461.2 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Smooth -Star Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 RO AE 20461.3 EVAL.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO [I INST 20461.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 RO AE 20461.4 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOu... 10/20/2017 Florida Building Code Online Page 3 of 6 Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 RO If INST 20461.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 RO AE 20461.5 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 RO II INST 20461.6.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 RO AE 20461.6 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 RO II INST 20461.7.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 RO AE 20461.7 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 'T part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 RO II INST 20461.8.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 RO AE 20461.8 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Nominal 68 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 RO II INST 20461.9.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 RO AE 20461.9 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 J. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 2046 1. 10 for Design Pressure Ratings, any additional use limitations, installation instructions and Installation Instructions FL20461 RO If INST 20461.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes http://floridabui lding-org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOu... 10/20/2017 Florida Building Code Online Page 4 of 6 product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO 11 INST 20461.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 RO AE 20461.11 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 1. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO 11 INST 20461.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 RO AE 20461.12 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass ooth-Starrs Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO 11 INST 20461.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, FL20461 RO AE 20461.13 EVAL,odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO 11 INST 20461.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, FL20461 RO AE 20461.14 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, FL20461 RO AE 20461.15 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Smooth -Star http://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOu... 10/20/2017 Florida Building Code Online Page 5 of 6 Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 RO AE 20461.16 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 RO AE 20461.17 EVAL.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO if INST 20461.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 RO AE 20461.18 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO II INST 20461.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 RO AE 20461.19 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 RO 11 INST 20461.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 RO AE 20461.20 EVAL.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page Q s0 Page 1 / 20 • sadi Nut http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgsJ9a49YAgXjkHOu... 10/20/2017 Florida Building Code Online Page 6 of 6 Contact Us :: 2601 Blair Smne Road. Tallahassee fL 32399 Phone: 850.487.1821 The State of Florida is an AA/EEO employer. CoovrioM 2007.2013 State of Florida.:: Pnvacv Statement :: Attlsslbillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The entails provided may be used for Official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click here . Product Approval Accepts: Credit Card Safe http://floridabuilding.org/prlpr_app_dti .aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOu... 10/20/2017 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineer Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therrna-Tru Corporation Fiber -Classic and Smooth -Star Exterior Swinging 118 Industrial Dr Composite Edge Glazed Fiberglass Single Door Doors Exterior Door Edgerton, OH 43517 wl Sidelite(s) Assemblies Phone 419-29&1740 Inswing / Otrtswing Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excludinq the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-20461.10 require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation 7. See drawing FL-20461.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory TEL 01460145 ASTM E330-02 Testing Evaluation Lab.,lnc. TEL 01461573 ASTM E330-02 & ASTM E331-00 Testing Evaluation Lab.,lnc. TEL 01461572 ASTM E330-02 & ASTM E331-00 Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL-20461.10 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that cmmnlir3c with IS0/IFC 17020 and (;uidA 53 Signed by V.K. Wright V.K. Wright V.K. Wright Sloned & Sealed b Lyndon F. Schmidt, P.E. Sioned & Sealed by Lyndon F. Schmidt, P.E. F1SCHII/j11T No 43409 e a O % * : CC 9 STATE OF : w Q R oil, ON A\ Lyndon F. Schmidt, P.E. FL PE No. 43409 10/21/2016 Sheet 1 of 1 THERMANTRU9 DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GINEML NOTES 1. Tlds product has been evaluated and Is In compliance with the 5th Edition (20141 Florida k4ding Code (FBC) stnrchud requirements excluding the MO Velocity Hurricane zone• (HVHZ). 2. Product anchors shill be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product Is required to be protected with on Impact resistant covering that compiles with Section W.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of •I pars numbers and must be stained or painted within slot months of installation. TAME OF CONTENTS 37a5 WMAE F WIDIH Z 0 0 X e m o W = CONFIGURATION Ulf INSERT LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSq OUISWING POSA NEGATNE POSITIVE NEGATIVE X Up Ute latch R Deadbolt 50.0 1 50.0 50.0 50.0 X Multlpoint 50.0 50.0 50.0 50.0 X Molded Open Latch a Deadbon 50.0 50.0 50.0 50.0 X Multipolnt 55.0 55.0 60.0 60.0 X Flush Glazed Latch & Deadbolt 55.0 65.0 no 55.0 X Multlpoint 55.0 65.0 55.0 55.0 See Sheet 4 for Hardware Specilkations ac n: "' Aaa. US FL-20461.9 V _LaJ MPOSrrE CAP CAP GINEERED WOOD) 1—"N HORIZONTAL CROSS SECTION 112-T LONG LVL) (ENGINEERED WOOD) 1.19r Sw— ",/ UP Ut. Gk6v 1.19T 0AW 0.4w EXTERIOR OMPO CAP INTERIOR MOLDED OPEN STILE LOCK BLOCK RILE COMPOSITE HINGE STILE GI G2 (12SLONG WOOD) (ENGINEERED WOOD) CAP ( ENGINEERED W000tjL t- 2-"-\ HORIZONTAL CROSS SECTION WOW wl UP ure ( Aoxv FPANEL WIDTH uff`*" 0ODRl tE 21. 17MAX. 8x 01.0. cd LIP LITE GLAZING 1 x T 4 qalt,' ANEI DOOR 3""7oA PANEL WIDTH lg F wU-A004 PANELA Dooribid 35213-MAX. DOOR] PANEL WIDTH F 1 IT N t TOP RAIL lCOMPOSIFOOD)UENGIN WFOAM CORE POLYURETHANE - 1. 9 PCF MIN.) MOLDED OPEN STILE EKTERIOR INTER107R., INTERIORDMOR GI G2 G1 G2 RBERGLASS SION o (077 TKr-) 01--, BOTTOM RAIL COMP-) VERTICAL CROSS SECTION VERTICAL CROSS SECTION ll mown wl up ute C*mV J 3ww9WMN;U— ISML N.T. S. lowc w JK lcm K. I FS FL-20461.9 mv aF 13 017— LW COMPOSITE CAP HINGESPLE ENGINEERED WOOD) 0.4w— COMPOSITE HINGE STU CAP (ENGINEER® WOOD) F PANEL WIDTH rF" uz,mAxODOR l 8 24.I2'MAX' x D.L.O. cd ( RUSH GLAZING) x e rA," _ WMPANa I BOOK 0 G3 191T COMPOSITE CAP LOCK BLOCK 41 TILE HORUONTAL CROSS SECTION (IZS' LONGWOOD) (ENGINEERED WOOD) Shown wl mm OWN 03 SaERIOR 1. 9T 0.4w irv 7C CAP INTERIOR LOCK BLOCK VILE 2 HORIZONTAL CROSS SECTION (12-7 LONG WOOD) (ENGINMEDWOOD) 3 Shn wl m umm MAITMAXi DOOR PANEL WIDTH N AA - 0-001PANEL D. 35. 81rMAX. DOOR PANEL WIDTH w. COMPOSITE/ENGINEERED WOOD) FOAM CORE POLYURVHANE---' I 1. 9PCFMIN.) RMERIOR EXTERIOR G3 G3 RBIERGLASSSKIN o ( 0, 077THL) BOTTOM RAIL COMP.) 3-"*\ VERTICAL CROSS SECTION (-4-') VERTICAL CROSS SECTION 3,/mwwnw7mwuwm Qj mown wi mm umm i Ea c Ili G! 10 C4 .: x zo 48. 60 3 IWAL N. T. S. Im or.. JK lcmL or. LR FL-20461.9 ri 3 ar 13 1111111111/II/ 16 on V ii olt$ Jf d ¢¢ cZ vf°f p Ta 5 5 6 7 7 3 3 3 6 S 6 \7 7 g = m SEE HARDWARE CHART a. 8 8 8 8 uz O O O z a 611116 i soul: N.T.S. am or: JK 0 F(ber-Classk/Smooth-Star Ow Panel Options LE lip CIOL On LFS a Panel optbns tom are for vA Iratlon and are representative ordy FL-20461.9 cs' rft glared paml contiplsravons are avowed) r SW aJ o HARDWARE TAME MANUFACNRER MOOfI ICNOs. FSl SCHIAGE oFnoeolr. eeo RHOS: SIGNATURE SERIES OEADROIT: SIGNATURE SERIES (9d0) MUITIPOIM : Hl3 "DO SUMS HOPPE PL Manuel I 11111111111/II o E fill, 11 n B 8= C m 6a 40 41 42 c 43 44 45 EXTERIOR INTERIORo m 0 I.ISAUN. EMS- ITYP•1pq[ iy o 31VERTICALCROSSSECTION BUCK E E 5 go.W/ 2X Outswir g shown (KttwkV *rdb4 B o& B x C I u a. L e C rO.ISC-SINK O.ISCSMK I (ml L 1 6 6 INTERIOR IMER10R a• u AIMe 0z EXTERK)R EXTERIOR G 02 23 24 40 41 42 40 41 42 27 2 a am 611116 iCWHL294344451scNcN.T.s. EMS. ITYP.I 43 44 45 E nyp I on sr. JK a 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION c L r: LFS ; 5 O shoMm pnsvMB *rd al 5 Oulswfn9 sholm ( 8 ) 20/61.9 • 0 saw - of O 1111111111/I// J e A of lost n 4 I X tact to be secured to C m iLE rlgsorry by others Y i$ 0 40 41 42 uo = 1 g3 g a43444S6 EXTERIOR INTERIOR x m 1 VERTICAL CROSS SECTION dZ6ShomwlIXsub•buct O OMM shown p'Is *g str&O d ' E A E o v• , a v 6 b rn G INTERIOR INTOLav G Ix a. v dz 23 24 ExrERloa IxleRloa a 40 41 42 40 41 42 27 A o u I-IMMIN. 29 EMB. (IYP.) 43 44 45 43 44 45 1 1.1I,'MIN. EAB. P•p.l z we 611116 rguae N.T.S. °+_ am W. JK n 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION as an LFS ti OuhwUg shown (bt-" str&O 6 Ouhwtrg slaws M-Arg sinior) NAM 20461.9 a sasrr 6 a 3 Q 1 ValWit WIOBOR 1 VERTICAL CROSS SECTION Shown Oied to M., Ouhw(M ordy w/ 4-9/1 C Iamb It-1/1rMW. FMB. (IYP.) IS MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = t 55 PSF w/ SECURITY STRIKE = t 60 PSF C C 1&!14 j 1-1/r'MW. Be. PP.) 2 HORIZONTAL CROSS SECTION 3 HORRONTAL CROSS SECTION a 9 eoMy w/ 4M 9Iamb Shown t to Mom tuftonlyw/ 4-9/16 jamb EXTERIOR wrewR 4 VERTICAL CROSS SECTION 7 Shown Oiect to M roy OuhvMg only w/ 69/1 S f amb v —, 5 HORIZONTAL CROSS SECTION 11 Dfecl to MasortrY Oulswirtg only w/ 6.9/16 jamb IS MAX. l BID i( 2 f/// 11 P h E i$ou V a cZ 0d cL j I z o = R i r1 h V l•1/1'MW. uua 611116 CAB. ( TYP') sr •• N.T.S. ° 6 HORIZONTAL CROSS SECTION — - A a Shown Direct to Mopq o¢ rn: LFS 3 Outswing ordy w/ 6-9/16 jamb mac ° FL- 20461.9 c I. r -L Wa G Notes: I. Sa Item Vs 17, 1& 32,34, 35, 36. 37. 38 & 39 are attached to jambs w/ (3) f8 X 2-1/P pfh screws of each end. Sit Item /'s 16 & 33 are attoched to jambs w/ (2) 08 X 2.1? pth screws of each end. SO Item 915 b ottached to jambs vldfg (4) a 10 X I-I/I pph screws at each end. SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECnON j3 tnswbv so e 3 VEJMCAL CROSS SECTION j; Od"tneSM EXTERIOR SEE NOTE 1 INTERIOR EXTERIOR Z VERTICAL CROSS SECTION e twwt+e w INTERIOR 4 VERTICAL CROSS SEMN 11 NM Access $m 9 cr a N 4M N.T.S. a a a or JK • c a LFS wo M a a F1-20461.9 a MT OF -a Q IIIIIII!/I UA let, 3) 180-Ir7 so JAMB TO HEAD DETAIL TYP-) N 9 W Ir (TYP.) ---- V m n d z G 9(BUCKac c HEAD & JAMBS 1 Ix BUCK TYP.) BUCK NI DIRECT TO > 9( BUCK N MASONRYFRAMEICIo HEAD a JAMBS TYP') m d d 4 o 0 in MASONRY SUCK ANCHORING FRAME ANCHORING r'pd E 20 z u wc: 6 I 16 i wAM N.T.S. ° an W. JK o FL-20461.9 c aan L aj 33 Iltlllllll// Olot oId ocd OOC S I •.• '• \\ Yp11 28 few 2X BUCK SEE HINGE111 1 lilt atg IX BUCK G DETAIL OYP.t o 0 DIRECT TO M 26 V `` E $' : u MASONRY N 9 d u b 7 midi 2X BUCK 25 ocSEE TONGUE ul IX BUCK G i Q $ DETAIL= 2X BUCK L27j MASONRY DIRECT TO M w t0000c IXBUCK G rn Q LATCH a OEADIIOLT oErAn N DIRECT TOMASONRYM 31 Z KwBaei 1 MiAhpotnt LockSEELATCHTONGUESTRIKEDETAIL : S 2x BUCK L a DEADSOLT DETAIL SEE LATCHDETAIL 11 4 IXBUCK G a DEADBOLT I< DIRECT TOMASONRYM Sub Strike Pbte n a 2X BUCK L 28 8 IXBUCK G 22 W JMb HINGE IAMB STRIKE JIA oa aMASSONRY M MUCK 2S 30 IXBUCK G 27 DIRECT TO M MASONRYL 2X BUCK LATCH a OEAOBOU DETAIL LATCH a DEIOBOLi DETAIL 29 G IX BUCK 88 scnwDe M DIRECT TO MASONRY MULTIPOINT LOCK STRIKE DETAILS € LATCH 3 DEADBOLT STRIKE DETAILS Standard Deadbolt Shrike Plate) M MASONRY 24 23 0 uWe 611116 i OEADBOLT STRIKE DETAILS HINGE DETAIL sCuc N.T.TAIS. Security Deadbott Strike Plate) OK ar Am' OK on LIS 3 DRUM W-. a FL- 20461. 9 c 1111111//j BACKBEDDING COMPOUND SHOWN W/ { 1/? GLASS SITE ' `.S` i ' • .. ` °o o n PANEL I I/2'-9/16'THK.GLASS •` !•I {{{{:` >°„ o 1/rTEMPER®GLASS 21.IYDLO. //11 1111 g o INTERNAL GRID (GBG) INTERNAL GRID (GBG) WIDTH V H i3 •: $ AIR SPACE (Opaartal Aklrtltrtum Spacer( 6 ` u I/rTEMPetEOGVSS 9/16" INSULATED GLASS INSERT OPTIONS jl d o d aPWDi IPLASCREW 3A DURASEAL ALUMINUM d \ 6 OR STIR SPACER 4 Gl GLAZING DETAIL d BTS We hams Dw Prnbb BACKBEDDWG Iu COMPOUND +-1 /2' GLASS 6 m m SHOWNW/ I I'THK.GLASS = MOLDED I 1 /B' TEMPERED DECORATIVE NEU PRIVACY INSERT WROUGHT IRON INSERT O PANEL G GLASS H o AIR SPACE I M TEMPERED GLASS alo x I-I/2' PPH PLASCREW 3B DURISEAL ALUMINUM WIERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND GLAZING DETAIL OR STEEL SPACER (Op*wd AwtNnurtl SPoce(Alwrth- Spacerl G G4 Boo«PC I" INSULATED GLASS INSERT OPTIONS z aloxl-1/2' 3.2S PPH PIATCREW BTS Full lice Frame I R GLASS BITE 5/S' THICK GLASS DOOR PANEL 1 /B' TEMPERED GLASS = AIR SPACE I, to ~ o I /r TEMPERED GLASS Ipfl\ ao i BACKBEDDWG DURASEAL ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT - f611116 o a° COMPOUND OR STEEL SPACER (Optkxmi Mhm>Uarm spaced ate 6 1 16 j G3 GLAl1NG DEUII I S Is WAM N.T.S. o oa P 5/8" INSULATED GLASS INSERT OPTIONS Dsa W.JK m RTS LIRE FRAME BA UIE FRAME cm or LFS3A1/2'a9/I4rGkidv 38 I-Glo>lrlB oiouoo is d 0 FL-20461.9 c I— _LL OF 13 0 SW . lks, 4.W - 7-5Wr 7S" T—f 9 off im TfP?7 n=—,- MMOA4wlabW Si 7-1/' R. us tIO 4Wc4W l d C L L l== IMMG THRESHOLD IbW SiSl @C..Sbuvlrg Basktapeds• o I fA sis, Sir 4. W L so I - Ir @=--l'lH=lAOAtable Sl @22=2 —,=IDS, sas 60 R VS" eeMAnp —2011- 11"HOM-1. so —T QUISWING THRESHOLD 75* 15 I I I f I @ camodle I markm so T+• Mwmcd Reaki 1 21. LE—OLOT WM N.TJ. SKOW& r qMS.MSV, so o cm un US ORWM "06 FL- 20461.9. IIIIII111///j yy a p 1 ROz N ppZ V 4 o -OLm 4 og g vEE 8 ?i g m o o 0 is d CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be acWed to malntaln the min. edge distance to mortar)oirds. 2 Concrete anchor locaffons noted as MAX. ON CENTER' mtnt be adjusted to mahtoin the min edge distance to mortar Johts. oMliond concrete anchors may be redubed to ensue the MAX. ON CENTER' dimension are roof ezceeded. 3. Concrete anchor table: v-,u i Wore 611116 SCAM N.T.S. i Cm JK • Wet w. LFS 3I. ffedge spocng wood screws to prevent the VUH& g of wood. CROW roar, a a FL-20461.9 c M= 13 a L O BILL OF MATERIALS BILL Of MATERIALS REM / OESCd 110N MATERIAL arm III OESCRVRON MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 q8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 HS x S/8" PFH WOOD SCREW STEEL C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL 0 I /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/IG X 3-I/4" RVV CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 1 /4" X 3-3/4"PFH ELCO OR RVU CONCRETE SCREW STEEL 30 LATCH 6 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L A 10 X 2-1 /?PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1/4" ITVd CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/1 6' X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 ADA THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) IS OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 lib x 3/4"PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 23 p 10 x 3/4"PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U 1) 24 B 10 x 1"PFH WOOD SCREW STEEL ANCHOR • ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE EM6EDMENT. TO MASONRY TO ADJACENT SIZE. EDGE' ANCHOR ITw • T!r T•T/4• r r TA CON ELCO T/r 1•T/r I• r UITRACON I1vY • Sl16' 1.1/r AS SHOWN 1.1/2' TA/CON W000 SCREW INSTALLATION NOTES: MdntoEh o rtdrdrnum S disfarhee, 1' end chance, d 1"oc. of Florida Building Code Online 1 6 rase. (_ (_ ff')age 1 of 4 Business . Professional Regulation ram j(cr acts Home I Lao in I user Registration I Hot Topks I submit Surcharge I Sots a facts publications I Fac Stiff ( acts Site Map I tinia I search I Bus nce[s . r, 3 Proess l al Product Approval USER: Public user Regulation Froduct yt Menu > Amauih ar Aoolkation Seae[h s AealkaUan hi > Appllratlon Oxtail FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 2710S 336)251-1309 danny.joyner@amarr.com Brandon Gentle brandon.gentieeamarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle®amarr.com Danny Joyner Amarr Garage Doors 16S Carnage Court Winston-Salem, NC 2710S djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer 1.: Evaluation Report - Hardcopy Received Thomas L. Shelmerdlne PE-004SS79 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE LI Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 OASMA 108 200S Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZW... 7/20/2015 Florida Building Code Online Page 2 of 4 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , Yes No 1 N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option 0 03/30/2015 03/30/2015 03/31/2015 FL A Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950), Oak Summit (M650) Owg. IRC-6009-110-11,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a Fl S302 R6 It IRC-600-t10-tI Drawino 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FLS302 R6 AE IRC-6009-110-11 Report 7-10 FL.odf Created by Independent Third Party: Yes replacement door. 5302.2 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-100-11, Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a F: S302 R6 11 IRC-6009-100-11 drawino 7-10 sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL S302 R6 AE IRC-6009.100-11 report 7-10 sealed.pdf Created by Independent Third Party: Yes replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M6S0) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. IRC-6009-120-15,Thru 9''wide. Installation Instructions FL 53o2 R6 It IRC=6009-120-15 Drawing 7-10 FL,adf Verified By: TON SHELMERDINE 0048579 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +26.7/-31.6 Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 11 IRC-6009-t30-15 Drawing 7-10 FL.20 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5392 R6 1I IRC-6009-140.15 Drawlna 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-3S.1 Evaluation Reports https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use In HVHZ. FL5302 R6 AE • IRf-• 1-• 1009-140-1 S Rggnrt 7-10 FL,odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.6/-42.1 Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 11 IRC-6009-ISO-IS Drawln '7-10 FL.odf Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports AS302• R6_ AE IRC-6009.150115 Regort 7-10 FLAY& Created by Independent Third Party: Yes 15302.7 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-169-15,Thru 9' wide. IOakSummit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.3/-S1.2 Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 11 IRC-6009-169.1S Drawing 7-10 FL_odf Verified By: TOM SHELMERDINE 0040S79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.8 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-100-15, 10' Thru 16' wide. IOakSummit (M6S0) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 I1 IRC-6016-100-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-M6-10015 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 If IRC-6016.110-IS Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.10 I Stratford (M600); Heritage (M950); I Owg. IRC-6016-120-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 11 IRC-6016.120.15 Drawing 7.10 FL,odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.11 I Stratford (M600); Heritage (M9S0); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. IOakSummit (M650) Limits of use Approved for use In HVHZr No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FLS302 R6 11 IRC-6016-130-IS Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports . Created by Independent Third Parry: Yes 5302.12 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 T Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions A 9114112 R6 11 IRC-6016-140-17.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FI 5302 R6 AE IRC-6016-i40-17 rectory 7.10 seated:04f Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M9S0); Owg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R§ It IRC-6 16-140-14 drawina 7-10 sealed.Ddf, Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Oak Summit (M650) Owg. IRC-6016-145-24, 10' Thru 16' wide. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Installation Instructions FL5302 R6 it IRC-6016.145-24 drawino 7.10 sealed Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region Fi 5302 R6 Ae IRC-6016-145-24 reoort 7-10 sealed.odf Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Owg. IRC-6018-130-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 FLS302 R6 11 IRC-6018-110-iS Orawina 7-10 FLDdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region E) 5302 R6 AE IRC-6018-110-IS Report 7.10 FL.Ddf Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.16 Stratford (M600); Heritage (M9S0); Dwg. IRC-6018-120-15, 16'2 thru 18' wlde Oak Summit (M6S0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6018-120.15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other- Design pressure +21.6/-24.5, Not for use In HVHZ. FIS302 R6 AE IRC-6018-1120-iS Report 7.10 FL.odf Glazing option shall not be used in wind -tarn debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. u--- neat Contact Us :: l0atl McAe Memee stmot. TaMMtsee R . 32399 Peen, rrSO.467-I824. The state of Florida Is an ANEW employer. taovAoM 2007-2013 Stite of Flod".:: Prhmcv Statement :: McasslGiOtr 5latement :: ReWnd Statement Under Florida law, email addresses are public records. It you do not want your a•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traddlonal mail. If you have any questions, please contact 050.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licansees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under chapter 455, F.S„ please dick ha . Product Approval Accepts. KW_-uritYAl In nllY A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 r arA STTan ATTA00 lOGA. GavV/ A 7/VMA31 Na1 1U0 t ATD6 ATTAOED V/CO V V N' CA04 O D fiat LI• ND1 WAD SOOVD , Act DaNaa r gatom aWia 61a1101 1 DOLT O'aR.rQ V 1/e' 1 aufaIn Ooio AOIOWAR tu•m INSDE ELEVATION N. L7, crvmt ma ATTA00 VI (.) I/.• . W.• to KAD SCN[K 0 T E'WA grans Artmou V/ Ap 1/.' . U.• ov W" SOMYS AT c0cm R6E O7rtIONAL Mu LATa1T TYPECiC QIRAi tT CE11T'kRtIM6C .^ w , Trig fTupOi r mrA Dran a is zaroa AT' MU -- 1 m= RARE O 01 P'AM 7 rtp Start VACW TYPICAL T r, N. T4 ATiAL+ TDJi 1100. aATASA7S M nAa PcT Kai Y1• LV N01 WAD RCVS NELtR CANUM W CND fT6E V/ If3 WAD SOOKO ARAOQO a lump OD VA' . Lr v/ m V4.. # • PCAIRDdtWADTCKVS AT CA01 00 STDE 7 ML Ti[R va"m swear satm mI am .. 7A' S f a W 01 yf r 7 DILL Imm Mir AM W'Am OtL rA ar ANu1ae 7 0D KTM— miE4 MY $TO 40 CA St" m tar =am1 u G OCROXiiAA. rvw rwm Anio awa/fOKv7 ADAmADLE SLR D1IAOTET ATTA00 v.'m Vr . Vr LILT AIm OM 1711R WJIM AT T4 01A. 1 r- m TRApf 3) %A am • 1015 o wottm (sDns• ou .1-sir LAt tars Wo hWr R % W aIYD I'AT ATCRNa10017 DACAW. SIM 0 Do OQM MACM 1/r-30 11 G06 TRACX vt= IMT a on on (7) a1r17 D m WXYM , K 10r sonix RARE T a Mfg 7 ILTS f0 .A110 Ducat SMCOn Y K.AORT 1RA0( CONAOlRAl10N TOR OW UP TO 11' TALL OOORD AAA ". Pe D.- M/ IM• a rva 7 ptA iET 4 . AITQIfATOA A1• AONI ygR eONE 1a 1a 1Q '.DOGI IR""Af; nw"l x IMO 1NWaalR W CmIONMPltQttamM ASMM Pm= m 000" m M A.SIVRI14'•T YOAd 1 L&W CRDa mi Ie rNYi p AM AN9 A 106 TK POESUM 9QW Or Re i COM NO NANDA-4 RL Ot GCONA OANVAnM NO OPWm 1M AnOMIp 4 !T AORM R WMA lq/'..5.1[IR CALORATCD Im/R: AYE 7-10 rM NE PARAlalm (D rmt d OOOR NOTN 0 YK Do m IIs1AO4 OWL S » CA mom 'On AR1m Td0 u• T AT Am COMMMAL go"J" S. e7. ROO 91OPLT1aAl 1LD010 OWL W AMR& lap Satm In NI 174 IL $ C . 0 0 0 R A Qeeo AOFmO1AL 000.0A M IAAOA Pam= a m T•ni AY law" ID 00011aaa 1 1 1 ®DDQrDTDoa allaa pI DDE7 W DouDa t A ) a ouL D-o near a os AD7lO r SW A WN 80,1 IL a PSF lUg S I •'. IA. D Pg d= t { C. ESTLOADSeFEFLiin S ivW cot= IDW1T vfal0.aALmA16VINNOD050 OAR bU1= VPWaWe NamS. /600 b71Uiim Ti/ ODr we. N0m g" BERMSSW/barasaft GA1rrL •EAQ& nuA t OAY Bammlt, PADCV* 8 OtOIDQ M .alE ajM1E1 pi-019-1 -IS, lH11R7 G AZING OPTION CROSS SECTION amNWQp AV IW VIN www, TDOS MummIECTS4MELT00-M MDOV Mae OPTIMAL OI &WTTSDIWR)OICCOOI I" UV monclow T10a SSB it (1p iie/.I i . ah 621. 11QDV BfSa SECTION B—B tp, t0:3/9' SHORT PYEL GLAZEG FASTENER DETAIL cm PANEL GLAZEG FASTENER DETAIL rim T S. C anA t1WT-LOIARB AT Tx TUP one Canatint 0" 100L SNORT PAN0. GLAZED SECTI01 STWT AND STILE LAYCVT t 14/L i1L11 LWATEO AT ft TV v GLAND tOCT= ATTAdED W/® Om no orrWX aWO Lei .T antaw Lim PANG. GUZED SECTION STRUT AND STILE LAYOUT WOOD JAMB ATTACHMENT TO STRUCTURE V IV I.JUD dwf 1URTEYG ; F!W is• GC.. 1/2' CIOEDOIT) MIL .Rib, w START Cmf T101 N' 04 (2 V2' OOEWJM WILTt SLEEVE ANOW LC K 2-3/41 STARTRIG 6' FROM Ems THIN 24' Of- G 1/4' EM 0110a) ITV/RAMSET REDWAD CTRIF70LT) 3/D' D 1' STARTDIG 6' IMP COS TEN 24' OG Q I/r ENFEVOM yN. I AR OR 6' bQt• USE PADK OF IASTOERf tl' .1MRn AT CA' of d 1/2' C)HowNT) MD.TI VA' S e-3/4' KVIKiDN IT- SCREWS STARTING 6' nXX 0= USE PAIRS Of fAsTElERf (3' APART) AT 24' OC. 0 VA• CIOCDKOOTT) vUVE A W ATT gQ fO'011 r.M'rg Ps+ 4QIim 1 0009 D ( ILUAv. ASTER oAv a W C- . sr T. s. OI 1/1' CMiIDEM) (OfT. IRE /ASTCNOl1 T'tat 1I(LLOY C-70 BL000 LAGS Am Bta.TS CAN BE COUNTERSUNK TO PROVIDE1 A fUlSNDLDTTOOSUWACL a RCPARATWH OF VOID JAM BY OTTERS WILLOW S? RICM STRIXIM STROCTIRE SlRlMED 3 I/ 2' qM a 2/4, Km 1-y2' Mfl1A. 2X6nP. JA10 AvmLABIE TRAO( COIO)WRATIONS SLTJ. Imo, Sy WAX SIZ; . o•.?tG Y a / A DESIGN LOW. ti: 0.' O C:KSD i32L9 Psnz TEST LOADS 34,Z P3 PSF J ', t Owe,•• -ff1 ,`` tr•: •••• •• . FLa; 1100& /000 WATRIM v/Do -We mom om mmI1 s v/DuessaA; wiorL. ioa& • Ilwt- &-CRIt SWW W L Panel's Rl amp wl Nit a M/Ol Q IRA 261 TABLE 1 TABLE 2 STRUT SPACING (BASED ON RECOMMENDED SECTION DOOR CONFIGURATION) TOP HEIGHT A B C D E F G H T 8' 6• 41 2• ' 181/4" 361W 54114• 76 1/r T 41/2• 18 114- 391/4' 601/4' 821/2' T 6• 41/2 151/r' 33 1 4' 61 1/4. 9 /4' 881/2' 9 4 1W 18 114" 36 1/4• 54 1/4" 72 1/4' 94 1/2' 8 6' 4 1/r - 18 1/4" 39 114' 60 1/4' 78 1/4' 100 1/r 9 4 1/2' 15 1/4' 33 1/4' 51 1/4' 69 114' 87 1/4' 106 1/2' 9 4 1/2• 18 1/4" 36 1/4" 54 114" 72 1/4' 90 1/4• 112 1/r 10' 41/r - 181/4' 39 IN- 60 1/4. 781/4' 96 1/4' 1181/2' 10' 6' 4 1/2' 181/4' 39 TV 60 1/4. Ti 1/4' 1021 4' 124 1/r 11' 41/7 18 1/4' 361/4' S41/4' 721/4' go 1/4- 1081/4' 1301/r 11' 6' 41/r 18 1/4" 39 Ile 66 1/4. 78 U 96 1/4' 1141/4' 136-U27 12' 4 1/r 18 1/4' 39 1/4" 60 1/4. 81 1/4' 102 1/4' 120 114' 142 1/2' 1r8' 4 1 r 18 1/4' 36 1/4' S4 1/4' 72 1/4" 90 1/4' 108 1/4" 126 1/4' 148 1 13' 41 IS IN- 391 4 601 4' 781/4' 961/4• 114 1/4' 1321/4' 154 1/r 13' 6' 41/r 18 1/4* 391/4' 60 1 4' 81 1/4' 1021/4' 1201/4* 1381/4. 1601/r 14 41/r 181/4' 391/4' 601/4. 81 1 44' O2 1/4' 123174. 144 1/4' 16a 1/r v WdW all TABLE 3 TABLE 4 A mmm a" w W14 c av mas A Mm as Don" me . Neglitive r wraaocosaw MAX sa• •c", 0cH F ,9 O: rt C :..Z• No 0.1 .en vsr Iti 46 S' ,- OF 'try asc tyros L S eae osr S4 ...i?.•.•.Z 3•. ifCN,;4_1 • s S ro CORM COW vao+e+caa •c ass. ronaz, Peso OAK sums ./Oaresde MODEL / 000 SMTP08D r/Dwswe IfOD9, P : OAU ELeri. 4 t. RuaD ! mae0dt Paae!'e 0Huai .rr.oe r vAawo ./-r .ua.m .a sr. a s, w I a a mr m. sa Darn cu a[ gnym afveam 0 own a as Oruro IRC-6004-120-i5 aarrsr DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C 0 E. F G S 6' 8' 10' 38' S8' 70' T 10' 38' S8' 76' T 6• 4' 28' Sr 76' Sr 8' 10. 34' S8' 82' 88' 8' 6' 4• 28' Sr 76' 94• 9 10' 34' S8' 8r 100• 9 8' 4' 28' Sr 76' 100' 10G 10' 10' 34• 58' 8r 106• 11 r 10' 6' 4' 28' Sr 76' 100' 118' 11' 10' 34' S8' 82' 106' 124' 11' 6' 4' 28' S2' 76' 100' 124' 130• 1r 10• 3a• s8. 82. 1os• 130• 13s• 12+ 6' 4' 28' S2' 76' 100. 124' tar 13' 10' 34• 58 82' 106' 130' 148' 13' 8' 4' 28' S2' 76' 100' 124' 148• 154' 14' 10" 34• 58' 82' 106' 130' 154• 160' DOOR HEIGHT SECTION HEIGHTS Btm t/2 i3 if4 tf5 s ft7 8. 14' 0' 21' 21' 21' 21" 21' 21' 21' 21' 13' 6' 21• 21" 21' 21' 21' 18' 18' 21• 13' 0' 21' 21' 21• 18' 18" 18' 18' 21' 12' 6' 21' 18' 18' 18' 18' 18' 18' 21• 12' 0' 21• 21• 21' 21• 21• 18' 21 i 11' 8' 21' 21' 21' 18' 18' 18' 21• 11' 0' 21• 18' 18' 18' 18' 18, 21• 10' 6' 21' 21' 21' 21' 21• 21' 10' 0' 21' 21' 21' 18' 18' 21' 9+ 6' 21' 18' 18' 18' 18' 21• 9 0' 18' 18' 18' 18' 18' 18• •_., ,• 21' 21' - - j - _ • 18' . L• _ • 8' 6' 21' 21' 21• 18' 8' 0• 21' 18' 18' 18' T 6' 18' 18' 18' 18' T 0' 6' 8' 21' 21' 21" 18' 21' 18' 21' 21' Section Wa' th ft) Panel Type Center Stile Location Measured inxn Left Ems) Max Loam kmed PSF) ( PSF) 8'; 0 Shot, Oak Surtsnit 4&000 25.5 30.1 S 0 long 48.000 25.5 30.1 , 8', 2 Short, Oak Slmnft 49.000 25.0 29.5 S 2 Long 49.000 25.0 29.5 8'?4 Short, Oak Summit 50.000 24.5 28.9 8;4 Long 50.000 24.5 2&9 8'6 , Short, Oak Summit 51.000 24.0 28.3 e'6 larg 51.000 24.0 28.3 8 8 Shot, Oak Summit 52.000 23.6 27.8 e a Long sz000 z1.s 27.a Sr: 10 Short, Oak Summit 53.000 23.1 27.3 8' 10 Long 53.000 23.1' 27.3 9.0 Short, Qalc Summit 54.000 22.8 26.9 9:0 Lag 54.000 228 26.9 ll 960i-O# uuld ON a L89Z-998 (9££) xed a 989Z-999 (9££) a OMZ eullaeO yyoN 'arogsueer f) a enueny AlpueuA IseM J-lZ69 6LSOVOW 3d W101d 10990W 3d 3d aulprawlagS • I sewoq,L Z1b6Z# u++! 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LLC / OSA WINDSOR DOOR Address/Phone/Email S800 SCOTT HAMILTON OR. LITTLE ROCK, AR 72209 501) 570.9253 RBELKNAPO W INOSOROOOR.COM Authorized Signature RODNEY BELKNAP RBELKNAP@WINDSOROOOR.COM ' Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Recelved Florida Engineer or Architect Name who developed the IOHN SCATES Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Recelved Certificate of Independence FLIS080 Ri COI _[eft of Ind Sc4s, 201S s.odf Referenced Standard and Year (of Standard) Standard 1 ANSI/DASMAIIS DASMA108 Equivalence of Product Standards Certified By Sections from the Code Year 200S 2005 0 FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Approved for use in HVHZ: No Installation Instructions FL15080 R1 II 99A061-r lamhAttach Approved for use outside HVHZ: Yes vF a odf FL15080 R1 II 99A075 Lo install „dfImpactResistant: No FLIS080 R1 If 996079-r vB 's Design Pressure: +22.9/-26.4 dt Verified By: IOHN E. SCATES; PE FL 51737Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER Created by Independent Third Party: YesSIZESANDPRESSURESARELISTEDONTHEDRAWINGSEvaluationReports FL15080 R1 AE Eval R oord ResPan r1a s 99 Created by Independent Third Party: Yes 13 CAGE STEEL TRACK SPLICE OR FLAG BRACKET, TASTER TO WOOD 4AMB WITHLAG 4m 2' GALV. STEEL VERTICAL TRACK BOLTED To 4 TRAGO BRACKETS MTH 0 X TRACK5/e' SOUS. OPENMOHEICHr f4QQ4OVERONHEIGHT) 13 IT BRACKEM EACH SIDE f3 3/4' X 1-+/2- X 13 GALE MIN. 1/4' X 1/2' LOND GALV. STEEL HORIMMAL ANGLE. USE EXTRA CNOtMGE BOLT A Moll 1/4' X 3/4' HEX UU55EE (t MULE G SSar SHEET211[fAl'SCREpS iALV. STEEL HORIZONTAL 3( to CAGE OR 13 OWE D ON THE WEIGHT ME DOOR. DETAIL D 63' (16 X 7) 74- (16 x e) 42- (16 X 7) so* (is xa) 21- (Is X 7) 24' (16 X 8) 20 GAGE END STILES - nSTEMED WITH lOG-L-LOCS TO PANEL USE END CAP PER END STILES. ( SEE DETAIL C) STOP MOULDING NAILED LbOLY Y e-D TYPE MAIL MAN 2 SECTION B-B 10" COMMERCIAL GAlV. STEEL TRACK BRACKETS. SEE ABOVE TOR SPACING, FASTEN TO MOOD .WMBS 1111H s/10• % +-1/2 LAG SCREWS. PRTFNRATION DF JlUrtaB BT OTHERS. P.sr. um am SZE am" PIW.SAME I TEST 11®SE IADIN N13011 PCORK WWK WSW MWAY E 16'-0' 7'-0 18.7 20.8 28.1 31.2 16'-0' 8'-0'+18.7 20.8 28.1 31.2 STEEL 5 ® HOL GLDERl43' 20MOE (+e x MOL3' 1e0L WOE 16 X SEE OETAL A)_ 2' ROLLER MITI 7/+6' OW STEM. 16 XS 7 BALL SHORT STEM 16 X e 10 HALL LONG STEM OPTIONAL Loom —/ SSTRRUT ON UPPER PART or LSAT. (SFE DE"TNALLB . OALV. STEEL ( 14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 5 TASTENERS GALVANIZED STEEL STRUT ATTACHED WIRE 1/ 4- X 3/4- LONG HEX HEM SELr DRILLING SCREW 2 PUT VERTICAL STILE) uV1T1011 TYRENE I SIµDARDFORPARTOr SiR1l11rotR LHODEI735. PE NIH LELiATC • (SEcOn."LLne . 1-3/ 6' POLYSTYRENE 21' OR 24' H 04 11451AAr10N OPTIONAL PANEL GALv. AND MR MOD. 724. 730. 753. 426, PREPNNTm STEEL 2S MODELS MODELS OICEPTEXCEPT STRUTON BOTTOM BRACKET 24 GAGE MODEL 750, 755 13 CALV. STEEL BOTTOM TOM BRACKClATTACHED WITH 2 LAD SCREW 5/16' X 1-1/2' FASTENERS. BOTTOM SECTION A — A SCREWCAN ABOVE. BELOW 20CM[ DALv. STEEL CENTER STILE OROLLER. LLER TOC-L-LOCOR POP RIVETED TO PANEL: GRA21Nf. IS CAGE OALV. STEEL CENTER HINGE RESOENIIAL DEBRIS rAs1ENED WITH (4) 1/ 4- X 3/4' HEX HEAD SHEET METAL SCREWS. NOTE' ALL NON-DESCRPTNE TA57ENFRS SHOWN TO BE 0/4--20 /4 5/8- NG NEADtS [ ET MEAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING TO ANS1/DASMA 106-M DEIERMINATIP4 Or SUITABILITY FOR SPECITIC SITES IS THE RTSPONSIBILM OF OTHERS L' OPTIONAL CLASS LOOMS LJU . ! L-iU I LL- Elr oR 6' 3IIIr-lI11 IF ir- li iniffmi N "ll M 16.OMMM LE CAR) 44) REOID AIR OPTIONAL wo MN. ID ALOmLONGOPTIONAL. CENTER SINES ( ooLum EMBOSSES 4 CENICR MMOCS [3 CQLjm% DRILUSE ONE EXTRA SERr TOP PLEA SCREW FHI1HM01I0HDOSTTLERRNIY. TVITAFOR EwoALA 1.25' — I— 20 CAGE END SILL 20 GACf DID CAP 3' • 1 0. i-- 2. 75' —I • DETAIL A DETAIL C p 3' 20GA WIDE STRUT 16 x 7) 3' TWA MOE STRUT ( 16 x 6) O TARS L.N. NOTE: DOOR MUST BE WSNALLED O DETAIL B TOR RA ICS ON WITH TMa 6X % 1 SPRINGS). ODES NOT SATISFY IMPACT 116' X O COUMEMENTS IN me 724, 426, 730. 735. 750. 755 PART WIVE VAN DLOAD RESIDENTIAL PAN DOOR iOIERANCE Wl B qDECE.C.N. DATE: APSOv N0 99-B-079 ft 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAM? WITH S/16' X 1-1/2 LAG SCREWS — 2' GALV. STEEL VERTICAL TRUCK 1 OGA BOLTED TO TRACK BRACKETS WITH 1 4'-20 X 5/8' WRACK BOL OPENINGEIGHT NOT OVERHEIGHT) 3/4' X 1-1/2' ( 3) 1/4-CAIQUACE BOLTS X 13 CAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 1/4- X 3/1' SHR7 METAL fX I NA SCREWS H/4•%>/4 2' GALV. STEEL HORIZONTAL OR1wNG SCREW TRACK 16 CAGE OR 13 GAGE DETAIL D BASED ON THE WEIGHT OF THE DOOR. 63' (IB X 7) 74' le x e 3' SEE DETNI 'C 1 2 ADDETAILDETAILA 42' (18 x 7) 3' 18" WOE STRUT 50' 1! X 1 21'( 24'(teX 1eX7)e DETAIL E— W- 4 BRACKETS EACH SIDE 20 GAGE END STILES - FASTENED WITH TOC-L- LDCS TO PANEL USE END CAP OVER ENO STILES. ( SEE DETAIL C) STOP MOULDING HALED EVERY 9' 6-0 TYPE NAIL MIN. — _ I SECTION B- B STEEL WUIOLOAD TRACK BRACKETS. SEE FASTEN TO W000 01195 WITH s/16' X WASHERS, PREPARATION OF JAM85 OY i P.S. F. TABLE DOOR SZE DEWQN PRES3UWE TLSF PRESSURE mm "EcHf1posm NECATmE POSITWE FECA 18'-0" 7'-0" 18.7 20.8 28.1 31.2 18'-0" 8'-0" 18.7 20.8 28.1 1-31.2 1/2- POLYSTYRENE LLA1. LbLL ULIAL e INSLIATION STANDARD FOR VTR YT__ON LOWEwTP MEC MODEL735. ABOVE GALVANIZED STEEL STRUT ATTACHED 2, WITH 1/4- X 3/4- LONG HEX HEAD SELF DRILLINGSCREW 2 PER VERTICAL STILE) 1-J/ e" POLYSTYRENE 21' OR 24' INSULATION OPIx)W1L HIGH PANEL FOR MOD. 724, 730, GALV. AND 750. 755. 428 PREPNNIED Si EEL 25 CAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GALE MODEL 750. 750. 13 GAGE GALV. STEEL BOFFIN BRACKET A1TACIED WITH 3 fASTENJE RS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. F SECTION A -A 20 GAGE GALV. STEEL CENTER STILE TOC-L- LOC OR POP RIVETED TO PANEL 18 CAGE MY. STEEL CENTER MINCE RESIDENTIAL FASTENED WITH ( 4) 1/4' X 3/4- HEX HEAD SHEET METAL SCREWS. NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'- 20 X 5/e' HEX BOLTS L NUTS OR 1/4' X 3/4' LONG HOC HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES TX -PE 56305-F-2203 LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASMA 10e-05. PE-51737 972 492- 9500 DETERMINATION OF SUITABILITY FOR SPECOX SITES IS THE RESPONS=JTY OF OTHERS. PR04[dnnd r -* 'a awl PY b e 'e~embluaeLkn atin'+R.. 13 GAGE GALW. STEEL TOP BRACKET m 10 GAGE ROLIIA MOLDER. ROTE THAT RoulA IHIDIA CURL 15 TURNED, DOWN. SEE OETAII D. STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH 7/16- DLA LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK STRUT ON UPPER PART OF SEcnoN OVER HINGE LEAF. (SEE DETAIL )• CALV. STEEL ( 14 GAGE) COMMERCIAL END LUNGE ATTACHED WITH 6 FASTENERS. SEE RETAIL B 4X 16' AO4 VENTS OF 4 REO' O. (120 SO. I MIN. TOTAL OPEN AREA). OPTIONAL — B OF OPTIONAL SSB CLASS LIGHTS USE TWO EXTRA SELF DRILLING SCREWS THROUGH HINGE LEAF, END STILE Q RAIL AS SHOWN. TYPICAL EACH END HINGE STRUTS ON opnoMAL LCIABOSSES EL CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE END STILES 16 CAGE END CAP 04 O, DETAIL C qV \ NOTE: DOOR MUST BE INSTALLED RNLS WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). DETAIL B 8 I X % T LH. NOTE., GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC Q T x Q 1 FL 1508E ( / 8 P.O. Box 8915 sOa a00a z 19 8g 5501) 562-1872 724, 426. 730. 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 RLB TOLERANCE W1 B 2866 3/10/ 08 RLB DEC'•=101 NEXT LEVEL DATE: DWG. N0. 2848 11/1/ 07 RLB AMC. : 1' 07 11f8H 99-8- 079 E.C.N. GATE: APPROV. SCALE NONE PLOT SCALE DY SHT 3 OF 3 2' OALV. STEEL HORIZONTAL TRACK. IB CAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. T//44-EXTRA/4- HEX HEAD SELF 1/ 4' x 1/2' LOIG CURIACE BOLT Mt NUR 3/+' x 1-1/2' X 13 GAGE MIN.oRwNG SCREW GALV. STEEL HORIZONTAL ANGLE 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD SHW2frEY4' XREWS• JAMBS KITH 5/16- X 1-1/2- LAO SCREWS. DETAIL D 2' GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKET$ WITH 1/ 4--20 X 5/8- TRACK BOLTS. I80A ( 9 X 7). 16GA. (9 X 8). OPENING HEIGHT (NOT OVER 1 83' t(}9 % 8) DOOR HEIGHT) III 2 BRACKETS EACH SIDE) COMMERCIAL ( 9 x 7) 42' ( 9 x 7) 1//2 POLYSTYRENE 37- ( 9 X 8) 3 BRACKETS EACH SIDE) INSULATION STANDARD COMMERCIAL ( 9 % 8) FOR MODEL 735 -,*'lq 20 GAGE END STILES - FASTENED WITH I — L TOG-L-LOCS TO PANEL USE END CAP OVER END STILES ON 9 X e. 21' OR 24' SEE DETAIL C. HIGH PANEL STOP MOULOING NAILED EVERY 12' CAW. AND PREPAINTED STEEL 6-0 TYPE KAM MIN. 25 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750. 755 2 LAG SCREW - 3/15' X 1-1/2' SECTION II-8 20 GAGE GALV. STEEL CENTER STILE TOC- L-LOC OR POP RIVETED TO PANEL COCA COMMERCIAL GAILY. STEEL TRACK BRACKETS. SEE ABOVE 1B CAGE GALV. STEEL CENTER HINCE RESIDENTIAL SECTION A -A"• FORSPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- FASTENED WITH (4) 1/4- X 3/4' LAC SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. PSF. TABLE DOOR SIZE I DESIGN PRF.SSIIRE I TEST PRESSIA6 W IMN NOW POSITIVE NEGATIVETIVE POSINErATIYE9'-O" 7'-0" 22.9 26.4 34.4 39.6 9'-0" 8'-0" 19.2 22.2 28.8 33.3 NOTE: AL S NON- DESCRIPTIVE TO BE HEX BOLTS h NUTS OR 1/4- X 3/4- LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES PE-g17J7 ' ---- LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASMA 108-05, 972 492-9500 PwIssaI at EA gbn 's seal DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Prori0etl wiry Tor ion de Gan b eboeconstru " 4e1s6e. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2' ROLLER WITH 7/16. OW STEM. TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2- ROLLER WITH 7 IB- OLA STEM. TIRE: 7 BALL STEEL. (9 X 8). OPTIONAL LOCK NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR BOTH TRACKSONOOR? WIITHHEEXIENSION 1§Er3iSJ SPRINGS). 3' 20GA SEE DETAIL A) GALV. STEEL END HINGE COMMERCIAL ATTACHED WITH 5 FASTENERS. 14 CAGE. ( SEE DETAIL C). GALVANIZED STEEL STRUT. ATTACHED WITH 1/4- X 3/4- LONG HEX HE40 SELF DRILLING SCREWS. 2 PER VERTICAL STEE) THIS STRUT ON HINGE LEAF. SEE DL C OT1Q'R itR11f5ETINNfOFTOP 6 BOTTOM SECTIONS. 1-3/8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730 750, 755, 426. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC I r 1. 25' 117 QIC11 CENTER STILES AND HINGE 4- X 16' AIR VENTS (1 COLUMN 2 REO'o. SO. NIN. TO AL60OPENAREA). OPTIONAL 1 LASE ONE EXTRA SELF ORILING SCREW THROVOH TOP LEAF OF HINGE. I T-- 2. 75- — I END DETAIL A 20 GAGE END STILES 3' 200A WIDE STRUT 04 p- e 20 CAGE ENOCAP USED ON9 X A ODOR ONLY DETAIL C 9 X % 15080 9 X 8 P.O. Box 8915 wOm11;OR lb" R iii 9 ROCK. AR 501) 562-1872 724, 426. 730, 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR RLB TOLERANCE W1 B FRACRLB DEC, 1 iLOTS . 015 NEXT LEVELDATE: DWG. NO. DEC, RLB "G-! ! - - 11- 1 07 99-8-079 E.C.N. I DATE: I APPROV. 13 CAGE STEEL TRACK OR FLAG BRACSPLICFASTENS0WOODJAMB' WITH 5/16- X 1-1/2- LAG SCREWS 2' GALV. STEELTRACK1MAL BOLTED TO B4 TRACK BRACKETS NTH 1//4'-20 X 5/6' 1hAtx BOLTS. OPENINGHEIGHT 04 N DO F CMT) 13 3/4• X 1-1/2- X 13 CAGE MIN. 1/4' X 1/2' LONG GALV. STEEL HORIZONTAL ANGLE. USE ITR4CARRL GE 80L1 A NUT UX3/,4. HEX HEAD SELF DRILLING SCREW SHEE72fIfTALUSE• SCR XV. STEM HORIZONTAL M 18 CAGE OR 13 CAGE D ON THE WOW THE DOOR. DETAIL D 63- ( 16 X 7) 74- ( 16 X 8) 42- ( 16 X 7) so- ( 16 x 8) BRACKETS EACH SIDE I I II II 24- (10 X 8) 1/ 2- POLYSTYRENE I IIIII ' I I I i T 20 CAGE END STILES - FASTENED WITH 21' OR 24' HIGH TOC- L-LOCS TO PANEL USE END CAP PANEL GALV. AND OVER END STILES. ( SEE DETAIL C) PAVAINTED STEEL 25 CAGE ALL STOP MOULDING HALED EVERY 9' MODELS EXCEPT 6- D TYPE MAIL MIN. 24 CAGE MODEL 750. 755 2 J 1— LAG SCREW 5/18- X 1-1/2- SECTION A —A SECTIONB-B 20 GAGE GAIN. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL IOGA. COMMERCIAL GALV. STEEL TRACK BRACKETS SEE ABOVE FASTENED WITH (4) 1/4- X 3/4' FOR SPACING, FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- HEX HEAD SHEET METAL SCREWS. LAC SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE DESM PRESSURE TEST PRESSURE WIDTH ! EIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 16'- 0" 7'-0"+18.7 20.8 28.1 31.2 16'- 0" 8'-0"+18.7 20.8 28.1 1-31.2 NOTE.- ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' RD BOLTS M NUTS OR 1/ 4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. CaCo21 rnDOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES TX -I LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASMA 108-05. 972 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Prot.Xd° NOMaA 16 CAGE GALV. STEEL 5 STRUTS TOP BRACKET WITH 14 7' 2020CA WIDEI X CAGE ROLLERHOLDER3. GA WIDE 16 X SEE DETAIL0. SEE DETAIL A) STRUT JUST BELOW TOP BRACKET. 2' ROLLER WITH f jj79B/ii16- iiD IA STEM. 1 rE:XS7) EL7 BALL SHORT STEM /B 16 X 8 10 BALL LONG STEM / 55TT OPTIONAL LOCK J/ STRUT NO OVEER ER HINGEOFLEAF. (SEE DETAILS). GALV. STEEL( 14 DACE) COMMERCIAL END HINCf ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL S TH 14 XX 3/4- LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) STRAIT ON ZIPPER PART OF SECTION EVER HI LEAF. (SEE OETNLlnB . 1-3/ 8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724. 730. 750. 755. 42& UT ON BOTTOM BRACKET WITH 2 I BE ABOVE ROLLER. STRUTS OPTIONAL SsB GLASS LIGHTS 16'(DOUBLE CAR) X 16' AIR(( VENTS 4')) 01SO. XlEl.STILES OPTIONAL LONG PANELI)44CHTOTALOPENAREA). OPTIONAL S COLUMNSI EMBOSSES CENTER HINGES 3 COLUMNS) USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, 00 STU ! RAIL TYPICAL FOR EACH 1.25- —{ F— 20 CAGE END STILE 20 CAGE EHo Few 3' O 1 ' f- 2. 75' —1 0. DETAIL A DETAIL C 3. 20CA WADE STRUT (16 X 7) 3- ISGA WADE STRUT (16 X 8 I LH. I NOTE. A LOT& R S/ EMUST ENf.AGE ZOR 116' OOTH DETAIL BTRACKSONDOOFsWATH... X SPRINGS). NOTE: GLAZING DOES NOT SAN 1 6 ' X 8 ' DEBRIS RECIUDEMENTSP.O. BOX89ROCKwap: R 72298915501) 562- 1872 07 12/ 15/11 RLB 2203 2666 RLB LREV._E.C.N. 2848 13/ 10/08 11/l/ 07 RLB ad DATE: APPROV. 4, 426, 730, 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR ERANCE Wl B i .OtS NEXT LEVEL I DATE: I DWG. NO. t 1 11/l/07 4 99—B-079 Florida Building Code Online5 ,_.2— Page 1 of 2 w,•.t.::S r•;i•=u:__—... :._ —_ .. :—..•...p;•S>ii: i r` F,ai: -•:• r{L•2f•..::::1!r:. Sfci. :1- "rr:.t;:;.^a.i3l:rs.7'{::cy'1f• Ff_:sz:v.s;:t¢fitir}•_- '%:s€ • :r" •J:. _ ..• - F.1=;ti Y a•'rr`ict;.`r'.F.ig=' t'YEY:aq=::r1_e:tf y,i i.;.=•r, l'.D+,.k^re•• y?•Jsue..... ., u <.f C /. L-. 'LY. P.,h e 's•af tr +: 11 Wit:: jj % 1 yy ' t r }- (y t:,tI'-r(1 • t, .• h. .-S?: :t:-' l ljC.l:1_l,l."1' •.lt!Fl ll•1 !11•:v (t IF!1!-R\ 1 I ! 5a ...r,I,wltt__ Ti ''rs}!/ • >,, '... r:r+' '`Eti-•'a.. } a`s:;_:._:•r Jr > 11 i•r. tttt f 7.a._: si.•^-r+''-;, jii -ii :f ..r. 1' . i.:s'. •' l.: C-:sTb? Ek i:'-.: h r:§i.:.-y->:-..:a:..:r,.. _ .-- ate <-.. rt "n:" Y1_-Idi(;i ei.'t""}i._rt_'i1•.:1 8, Moore t tog In USer 1teolstlatron Mot ToOk3 Subrrit SurchargeStan f fact$ { Publkallons 18C Stan t SCIS Sate Map Unks t search rl 9P y E Product Approval rd %li ( USER: Pua:cUser r Product Aeoroval Menu > Product er oel'catlon Search > AepQubon Us t > Appllcallon Detail FL tl f1 16100-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email fI Ply Gem Windows 433 N. Main St. Rocky Mount, VA 241S1 S40) 484.6271 kit ablomberg0plygemwindows. com Adam Blomberg ablomberg@plygemwindovis. com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAI. 1A/WDI•IA/CSA LOl/I.S.2/A440 2005 AAMA/ WDI,IA/CSA 101/I.S.2/A440 2008 AAt- IA/WDt•IA(CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Method 1 Option A 10/ 27/2016 02/ 13/2017 lit tp://%v%v%v.floridabui Id i ng.org/pr/pr_apli_dt l.aspx?param=wGCV XQ%vtllq vy f4 ngAX h I Oyr... 6/ 1 /2017 Florida Building Code Online Page 2 of 2 Date Approved 02/14/2017 Summary of Products FL b Model, Number or Name Description 16100.1 Ply Gem 1500 Integral Mull (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for.use In HVHZ: No FL16100 RS C CAC. N1011395.07.-R3.pdj Approved for use outside HVHZ: Yes FL16100 RS C CAC NI011395.03-R3.pdf Impact Resistant: No FL16100 RS C CAC NIOI 139S.OS-R3.odf Design Pressure: N/A FL16100 R5 C CAC NIO I 1395-R3.pdf Other: Refer to Installation detail for sizes, configurations FL16100 RS C CAC NI011884.01-RS.odf and ratings. FL16100 RS C CAC N1012583-R2.odf FL16100 RS C CAC NIQLUn_.9Z.p.4f FL16100 RS C CAC N1013370.08.0f FL16100 RS C CAC NI01337Q,9,9,pQf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions L16100 R5 11 PGWI91 SS 2017-02-11.odf Veaned By: Hermes F. Norereo 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 RS AE PER4S00 SS 2017.02-1l.adf Created by Independent Third Party: Yes 16100.2 Ply Gem 1500 Integral Mull (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16100 RS C CAC N1011395.02-R3.odf Approved for use outside HVHZ: Yes FL16100 RS C CAC N1011395.03-R3.odf Impact Resistant: No FL16100 R5 C CAC N1011395.OS-R3.odf Design Pressure: N/A FL16100 RS C CAC NI01139S-R3.odf Other: Refer to Installation detail for sizes, configurations FL16100 RS C CAC N1011884.01-RS.odf and ratings. FL16100 R5 C CAC NI012S83-R2.odf 171-16100 RS C CAC NIOI3370.07.pdf FL16100 R5 C CAC N1013370.08.odf FL16100 R5 C CAC NI013370.09.odf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL16100 RS It PGW192 AT 2017-02-I l.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4S01 SS 2017-02-11.adf Created by Independent Third Party: Yes eaa next Contact Us :: 2601 Stilt Stone Road, Tallahassee Fl. 32399 Phone: 6So-467.1624 The State of M(Ida is an ANEEO ernp Oyer. Coovrfoht 1007.2011 State of 1tarkla.:: Prtvacy Statement :: Accetslarhty Statement :: Relurvs Statement Under P,odda law, email addresses ate Publk tecards. Ir you do r101 want lour a -mall address re:eased In response to a pubik-records request, do not send Nectrank mail to thts entity. Instead, contact the office by phone or by traditional mail. It you fate any quesWm, pease contact 650.467.139S q). 'Punuant to Section 455.275(l), Florida Statutes, effective October 1, 7012, licensees 1'censed under Chapter 4SS, P.S. must provide the Oeparaant with an email address It they have one. The emalls provided may be used for official communkatko %Ah the Ikensce. Ho..ever email addresses are public record. If you do riot Cush to supply a oetsoal address, Veaso provide the Department %ilh an email address whkh can be crude avalrab:e to the Publr. To determine If you are a fkeewe under Chapter 4SS, F.S., pease clkk PLC. Product Approval Acceptsr M3 OR iC1rJ 0 Cfedil Card Sale lit(l)://%v%v%v.flot-i(labtiii(litig.org/pr/l)r..ipp dtl.aspx?param=wGLVXQ%vtDgvyf4nkAXhl0yr... 6/1/2017 INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF tNSTALLAT10,Y ANCHORS DEPICTED IS THE M,ININ.UM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. :INSTALL INOMOUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH (LE., WITHOUT CONSIDERATION OF TOL(RANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NE(T. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR LVITH LOAD BEARING SHI.M(S). MAXIMUM ALLOWABLE SH:M STACK TO BE X/A INM. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHtM(S) S"HAU BE CONSITtUCTEO OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE At WOOD SCREWS OF SUFFICIENT LEN5TH TO ACHIEVE I I/21NCi MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE Wxt FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICI VENEER, AND SIDING. 7. INSTALLATION ANL}.ORS AND ASSOCIATED FIARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR NAVE A CORROSION RESISTANT COATING. L INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITHANGfOA MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITI STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACrURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUMSPECI%IC GRAVITY OF DAIS. PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW NON- IMPAC7) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREO TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC)• EXCLUDING NVHQ AND HAS BEEN EVALUATED ACCORDING TO THE FCLLOWING: AAMA/ WDMA/CSA IO2/ Z/A"O.OS/DB/11 2. ADEQUACY OF THE EXISTING STRUCTURAL COXMETF/MASONRY AND 2X FRAMING AS A MAIN WIND FORCEMIME; SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE ROIECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUC( DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. ThE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDMOAS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVNZ AREAS, S. APPROVED IMPACT PROTECTNE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS OF AST E MODCo GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAILS TABLE OF CONTENTS S EET REV=CN KET bESLRIPTION 1 B D4STAUATION 6 GENERAL NOTES 2 B ELEVATIONS 6 GLAZIN* DETAILS 3 B ANCHOR SCHEDULE 4 B VERTICAL SECTIONS B HOAMONTAL SECTIONS OVERALL ME CONFIGURATION MAX DESIGN AESSU` A.E MISSILE LHPACTAATDI* WIDTHHEI6HT71. 1/r nan• ax e. xo Pr )Cx 35/- 35 PSF SO/• 50 PSF 80. 1/2' 71.15/16' XX SO/- 50 PSF O% Lr XO 25/- 35 PSF XX 40/- 40 PSF BA- 1/4' 77.1/8• Ox or XO LS/- 45 PSF 107. 1/2' 7Y1/2• OX 30/•30 PSF 107• S/B• 73.7/16' XXX or XXO or OXX or COX or x0o er oxo or 35/• 35 PSF XOx 5D/• SO PSF KVO4- ILPACT OOEWXXOAr107. 7/16' 73-7/16' CXX or 00X - xO0 ' It OXO or 25/• 40 PSF xox DOE or xX0 or 107. 7/16• 77.3/16- OXx ar OOX or XOO or OXO or n1- 35 PSF XOX XX X ar XXO or 109. 1/16• 74-L'16• OXX or OOX w x0o or OXC or 25/• 35 PSF xox 40/- 40 PSF XXO 4r O)Ot w H)DO( 121. 1/16' 77.1/16' OOx or %OC or OXO or XO% 45/- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS PLy GEMI AOOor rluNr, vn :aS FH: 54040{1.8 TIC :.6.....L6t Zo 12 L o X2C9 0 sJ M W w2 VW i. HY Z, p Z F H•i n 31 z ZVI O g" Hoz5 go go LU IOI.. 1 G N W C N } 0 GH z+ yn _ S vZ W192 IOFj SASH D.L.O. MAX 6 HEI6HT S 34- E UNIT+Y.AX 1 S HEIGHT SASH MAX HEWHT 316 UNIT MAX WIDTH 121 . D.LO MAX SASH MAX WIDTH 3383- wIDTH 371•21BCr I- I 6I 44 TYPICAL ELEVATION TRIPLE UICT SERIES 1500:NTEGRAL MULLED WINDOW UNIT TYPE QVALIFIED CONFI6URA--ONS TWIN UNITS XX xo OX TRIPLE U1.TITS xxx xxo Oxx Oox XOO oxo xOx I f S FIXED D.L.O. MAX HEIGHT 722 1 NOTE: SEESHEET 3 FOR ANCHOR LAYOUTS L SCHEDULE Of ALL QUALIFIED UNIT SIZE AND DESIGN PRESSURE COMBINATIONS. 7/8' O.A. MSVLATED ANNEALED EXTERIOR GLASS UNIT l 1/2' MIN. Ty?. GLASS BITE r i INTERIOR DOW 993 SILICONE GLAZING DETAIL 1 FOR USE IN ANY UTE EDGED OR SASH) UNIT MAX wmn{ a;- DLO MAX SASH MAX TYPICAL ELEVATION TWIN UNIT 7/8' O.A. INSVLATED I I ANNEALED ExTERIOR I ' CLASS uNIT 1 1/2• MIN' TYP. _j YNTERIORGLASSBITE COMPRESSION GLAZINI,TAPE GLAZING DETAIL 2 FOR USE IN SD46LE HUNG FI)CED LITES ONLY O PLY GEM U3 K —Da LT_ 00 box "I. W9W "oL NT.YA VI_I huf5 ft 21 04i m - w . Iv '' X X V Z V6 a: PGW192 tEET: 2 of 5 TYP, a' FROM CORNER, TYP. 4' FROM 8' O.C. TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1/16' UNIT INSTALLATION 9, ANCHOR, TYP, 54 FROM CORNER TYP. r P N 54' FROM CORNER TYP. SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE I I UN:T TYPE INSTALLATION TYPE 6 ANCHOR SPACI46 WIDTH I HEIGHT FIN I FRAME I CLIP HEADIJAMBI SILL I HEAD I JAMB SILL I HEAD I JAMB SILL 71 1/2- 801/2' 173 !Z I7115/16-I I TWIN I BLOC 8.00' 1 S.OV MIDSPAN MIDSPAN 18.0O' 8.00' 1 16.00- 18.00' B.00- 8.0C I &o0' MIDSPAN nuDSPAN 18.00• B.DC 16.00- 18.00- 84 1/E• 771/8• 8.00• B.00 B.00 MIDSPAN MIDSPAN 1&00• 6.00' 16.00' 18.00* I071/2- 73 1/2' 1 TRME 8.00' 8.00' 82L MIDSPAN MIDSPAN 18.00 18.00- 16.00 18.00' 1075/8' 107 7/16' 737/:6' 173 7/:6' BLOC 18.00 8.00' MIDSPAN M:DSPAN I&W 18.00- 16.00 18.00- 8.00' 18.00' 8.Or MIDSPAN M:DSPAN MOW 16.W 16.00' 18.00' 107 7/16' 77 3/:6' 8.00' I B.00 8.00- MIDSPAN M:DSPAN 18.00 18.0C 16.00- 18.00* 091/16' 7,11/16' 00' 18.00' 8.00- IM:DSPAN M:D5PAN 18.00' 18.00' 16.00- 1800' 12: 1/:6' 77 L16' B.00 18.00' 8.00' MIDSPAN M:DSPAN 18.00 BLOC 16.00' 18.07 T- M! " w 4 "e 4 TYP. LLi Lj- r 6' FROM I I IB' O.C., CORNER. TYP. 111 F^ Typ. TYPICAL ELEVATION FRAME INSTALLATION 84- 1/4' x 77-1/8' UNTT O. v 11,"o.o fi tr 11)" xl 6' FROM u 18' p C-, ANCrHOR SPACLUS LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS CORNER. TV?. TYP. QUALIFIED FOR SMALLER U,NTTS OR UNITS REQL=h* A LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN LU CHART. TYPICAL ELEVATION 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC, ADHERES TO REQ' JIREEMENTS LAID OUT IN THIS DOCUMENT (-,F- FRAME INSTALL AT HEAD 6 JAMBS, FLU 14STALL AT SILL) CL:P INSTAu TION UNIT INSTALLATION ANCHOR TYP. INSTALLATION ANCHOR AT CLIP, TYP. 6' FROM r iCORNER. TYP. 37 I To. f pIT, Yw ..ISt 2 O CZ5 mom S WLw SlC<U Ny< W mL<eo c<< w4! Yi C INSTALLATION tii = m < m Z " ANCHOR AT CLIP, TY?. c N = v Z y " DW6 PGW192 SHEET: 3 OF 5 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X ' WOOD BUCK BY OTHERS : 2X WOOD BUCK 8Y OTHERS EXTERIOR FINISH BY OTHERS '. I SILICONE SEALANT BY OTHERS i ---, O / 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW DISTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE L/4' MAX SHIM SPACE UNIT I 1 HEIGHT 1 SEE GLAZING DETAILS SHEET 2 EXTERIOR INTERIOR VERTICAL SECTION Q HEAD - 2X WOOD BUCIC BRICKMOUSD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 21 O.A. WILT HEIGHT SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK, BY OTHERS f CAULK BETWEEN ET=-/ MASONRY 6 ZX• VOOD BUCK BY OTHERS CONCRETE/ MASONRY I BY OTHERS EDGE DISTANCE AVERTICAL SECTION Q SILL -2XWOOD BUCK BRICKMOULD FRAME - CUP INSTALLATION CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ZX WOOD BUCK, BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS GLAZING 47LS SHEET 2 UNIT HEIGHT IEXTERIOR 2/4' MIN. EDGE DISTANCE PL.yGASWOODSCREW ;. INSTALLATION ANCHOR 131 N.4W ST. Ip sox 1-0. 11/2, MIN. ooaa ma w. vA NM EMBEDMENT L1/4- MAX SHIM SPACE 1 SEE GLAZING DETAILS SHEET 2 INTERIOR rC-*\ VERTICAL SECTION Q HEAD•2XWOODBUCK BEVELED FRAME - FRAME INSTALLATION SEE GLAZING VERTICAL SECTION DETAILS SHEET EXTERIOR INTERIOR Q. MEETING MIL TYPICAL CA UNIT HEIGHT I v4• MAX SVS/4 SPACE i TI I SILICONE SEALANT 11/2' MM BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS r ZX WOOD BUCK 1/4' MAX SHIM SPACE 3/4' MIN. EDGE DISTANCE nn 2•0.e-4m m l 0444.E i ZO yn N A v Z limo z Q 8 t jP W of m LOX VacG m < hLu O W C Lu tt BY OTHERS . CAULK BETWEEN a•: a$ WOOD SCREW CONCRETE/ MASONRY A 2X • 1 L2• MIIJ : • ' u' = °° c Z n LNSTALLATION ANCHOR WOOD BUCK BY OTHERS / EMBEDMENT CONETE/ MASONRY J ^ ' $FB WOOD SCREW AD ^ ' n ^' 2 h ZCR BY OTHERS INSTALLA . _ON ANCHOR DWG PF: p VERTICAL SECTION PGW192 Q SILL • 2x wooD Bucx SHEET: BEVELED FRAME • FIN INSTALLATION s 4 0 F 5 i 1 1/2' MIN. EMBEDMENT S Jx8 WOOD SCREW 1/4• MAXLUSTAU.ATION ANCHOR SHIM PACE INTERIOR 3/4' AAISd. I EOSE DISTANCE. •' SEE GLAZING DETAILS SHEET 2 CONCRETE/ MASONRY f y; BY OTHERS CAULK BEl1vEEN CONCRETE/ MASONRY 6 2X WOOS BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTc:IORFLUI5H ' e BY OTHERS EXTERIOR O.A. SASCONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION 5 JAMS -2XWOOD SUCK BRICKMOULD FRAME - FRAME INSTALLATION I v2' MIN. I =8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR 1/4' MAX r SHIM SPACE i 3/4' MIX INTERIOR I EDGE DISTANCE O I SEE GL.AMS CONCRETE/ MASONRY ' ' , DETAILS SHEET 2 BY OTHERS CAULK BETWEEN CONARETC-/ NASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK •o I SEE ZIM BY OTHERS DETAILS SHEET EXTERIOR FiNLSH "• BY OTHERS EXTERIOR SMICONE SEALANT O. A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION JAMB - 2X WOOD BUOC L BEVELED FRAME - CUP INSTALLATION 3/4' EDGE DISTANCE INTERIOR t I SEE GLAZING DETAILS SHEET 2 08 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS T 1 1/2' MIN. v EMBEDMENT N---zx WOOD BUCK BYBY OTHERS EXTERIOR F'NsSH SY OEKS EXTERIOR STISLONE SEALANT O. A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION 5 JAMB-2XW000BUCK MCKMOULD FRAME- FIN INSTALLATION INTERIOR EXTERIOR HORIZONTAL SECTION' INTEGRAL MLIWON TYPICAL MIZ SHEET 2 40 DPLy GEM tOOOI MQ.M, YA ..1)1 zo m F Z g i O oz g 0 - r n vi w ri c a A LW " J a 7 Lo-t N uj o 0 ice z N Lu N P ; S u2 VG m. kPP 6WjlF92j5 5 Florida Building Code Online 511 Pagel of 3 l:::'?:'S..r.>':= -..: (iRre..m •, OWN.-, r.- 'Nu"xL'.:Ft~.• F'•j:?:9 .:.{= -d. lVww 1cii'••ti7 .-i: i .:.:{rF,,;ti•'i._'..:9: wxX?it.. ••a.: - .. = _ j.::` S:jiL:i;d"_'?£iti:' '•'' `'*. •" 2'f9 • ;'1 • _ e" fti I•.t;,•,i-+e;`• F y7rl,;iY:a'r'•--' :•i.?:,E-;_3'.'•.`>r r; ._: ` Y*..r{<"ti • ljf:.a' •' . Ya-. :?+tad y-.r1i ...F,: ...:•^li'f.,y .y_s--^:-. -i f"..pt: .'4. . - nBch; f•1:- ' .tc- } Y: l a •:: L `•F.,-`+'`:i (t -``;3` ;'• y.','. ., a]} I i14tii_r.=i:•y;.,,.lt_,;irliI Z C7e.LI..^ix-a.ra r=v?_mach:-W.S:t'.J.f'. i.3 t. .'!vf.•'riuYY i*,:j :T, Yes' `fijT'x ... SCiS nano ! tog In I user RegbU400 : not Top%$ I SubfWA Surcharge I Stats & Facts I wbiGnohs I Fee Stan ! SCIS sae flap I Itau I Seach I b 13 ' Product Approval ps, r l7 f'I USSR: wax Use, eroded Q1pWzaeWn searUt > la,Ixanon last > Appucauon Detail FL # FL16103•R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived (.1 Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 V., ablomberg@piygemwlndows.com Authorized Signature Adam Blomberg ablomberg@plygemwindovrs.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Windows Subcategory Single Hung Compliance Plethod Certification Mark or Listing Certiflcatlon Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WOMA/CSA 101/i.S.2/A440 2005 AAt•1A/WDttA/CSA 101/1.S.2/A440 2008 AAMA/WDI•IA/CSA 101/1.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/27/2016 littp:Hxv-,N,Nv.floi-idabtiilding.oi-g/pt•/pi'_app_dlLaspx?param=%vGEVXQ%v(Dgvyf4ngAXh 1000... 6/1/2017 Florida Building Code Online Page 2 of 3 Date Validated 10/31/2016 Date Pending FBC Approval Date Approved 11/05/2016 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1SOO Single Itung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL16103,R8 C CAC N10113SO.01-R3.odf Approved for use outside HVH2: Yes LU6103 R8 C CAC N1011350.02-R3.od/ Impact Resistant: No FL16103 R8 C CAC N1011350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC NI0113S0.05-R4.odf Other: Refer to Installation detail for sizes, configurations FI-16103 R8 C CAC NIOI 050.06-R3.odf and ratings. FL16103 R8 C CAC NI01050.07-R3.odf FL16103 R8 C CAC N1011350.08-RS.odf FL16103 R8 C CAC N1011350.11-R4.odf FL16103 R8 C CAC N1011350.16-R3.orlf FL16103 R8 C CAC N1011350.20-R3.odf FL16103 R8 C CAC NIOLl350.21-R3.odf FL16103 R8 C CAC NI0L13S0.22-R4.odf FL16103 R8 C CAC N1011350.25-R3.odf FL16103 R8 C CAC NI013370.02.odf EL16103 R8 C CAC N1013370.03.odf FL16103 RS C CAC NI013370.04.odf FL16103 R8 C CAC N1013370.05.01 FL16103 R8 C CAC NI013370.06.odf Quality Assurance Contract Expiration Date 04/30/7020 Installation Instructions R8 11 PGW181 2016-10.20.odfFL16103SS Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R8 AE PER4494 SS 2016-10-20.ndf Created by Independent Third Party: Yes 16103.2 Ply Gem IS00 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL16103 R8 C CAC N1011350.01-R3.odf Approved for use outside HVHZ* Yes FL16103 RS C CAC N1011350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC NI0113S0.04-113.9dj Design Pressure: N/A fL1G103 R8 C CAC MIOI13SO.05-R4.odf Other: Refer to Installation detail for sizes, configurations FL16103 R8 C CAC NI0113SO.06-R3.odf and ratings. FL16103 R8 C CAC NlO11350A7-R3.odf FL16103 R8 C CAC N1011350.08-RS.odf FL16103 R8 C CAC N10L1350.11-R4.odf FL16103 R8 C CAC NIOL13S0.16-113.odf FL16103 R8 C CAC N1011350.20-R3.pdf. FL16103 R8 C CAC NI0113SO.21-R3.odf FL16103 R8 C CAC N1011350.22-R4.pdf FL16103 R8 C CAC N1011350.25-R3.odf FL16103 R8 C CAC N1013370.02.DA( FL16103 R8 C CAC N1013370.03.odf FL16103 R8 C CAC N[013370.04.odf FL16103 R8 C CAC NI013370.05.04f FL16103 R8 C CAC N1013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FI.16103 R8 II PGW182 AT 2016-10.20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem IS00 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL16103 R8 C CAC_ N10113SO.12-R2.odf Approved for use outside HVH2: Yes FLL6103 R8 C CAC N10113S0.14-g3,p4 Impact Resistant: Yes FL16103 R8 C CAC N10113SO.24-R2.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16103 R8 11 PGWI83 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 RS AE PER449S SS 2016.10.20.odf Created by Independent 1 hird Party: Yes http:/hvw«v.floridabuiIding.org/pr/pr_app_dtl.aspx?I)araIn=%vGEVXQwt13(lvyNngAXh 1000... 6/1/2017 Florida Building Code Online Page 3 of 3 16103.4 1 Ply Gem 1500 Single Hung, Impact (As Tested) Lintits of Use Certification Agency Certificate Approved for use in HVH2: No FL16t03 R C CAC NI011350.12•R2.odf Approved for use outside HVH2: Yes FLL6103 R8 C CAC NI011350.14-R2.odf Impact Resistant: Yes FL16103 R8 C CAC N1011350.24-R2.pof Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16103 R8 11 PGW184 AT 2016.10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bed F----11 1LU)S :: 2601jhtr Stone RoadFL 32399 Phone: e50.437J821 The Salto of Florida Is an AA/EC-0 "m oyer, C.0MUWht 2007.2013 State el Florida.:: P,aary Alliteffient :: Accessiblbty Statoment :: Refund Statement under Florida taw, *mall addresses are pudic records. If you do not want your e•mall address teased In response to a pubuc-recerds request, do not send e: ectronk mail to this entity. Instead, contact the office by phone or by traditional mail. If you N%v any questions, Please contact 6S0.4E7.1395 (Q. *Pursuant to Section 4$5.27S(1), Florida Statutes, effective October 1, 2012. licensee licensed under Chapter 4SS, F.S. must Orov:de the Department . lth an emall address If they have one. The emalls provided may be used For offlclatl cortvnunkauon with the ncensee. Honevet email addresses are public record. If you do not tr:sh to supoY a personal address, ppaso Otovide the Oepartment w,th an *mail address %hich can be made available to the public. To determine It you are a licensee under Chapter 4SS, F.s., please dice bL,. Product Aporoval Accepts: K Dedit Cefd Safe littp:/ hv%v%v.iloridabuilding.org/pr/pr_app dtLaspx?param=wGEVXQ%vtDgvyf4nRAXh1000... 6/1/2017 INSTALLATION MOTES. L ONE (2) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION Show". 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF a21/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ON( INSTALLATION ANCHOR TO THE NEXT. 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NRT4 LOAD BEARING SNIM(S). MAXIMUM ALLOY/ABLE $HIM STACX TD SE 1/4 INCH. SWIM WHERE SPACE OF V26 INCH OR GREATER OCCURS. SNIM(S) SHALL BE CONSTRUCTED Of HIGh DENSITY PLASTIC CA BETTER FOR INSTALLATION INTO WOOD FRAMING USE PB WOOD S:RCWS OF SUFFICIENT LENGTH TO ACHICVE I In INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. MINIMUM EMBEOMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM. SIUCKVENEER AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESIST, ANY COATING. S. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANU-AC7UAERY INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITICS TOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY 0F055, PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NON —IMPACT) AS TESTED GENERA NOTES: L TTIE RODUCT SHOWN HOWN S DESIGNED AND MANUFACTURED TO COMPLY WITT; THE CURRENT fLORIDA BUILDING CODE (FBQT EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA1OlA. 2/ANOOS/OB/11 2. ADEQUACY OF THE [MUG STRUCTURAL CONCA17 /MASONRY AND 2X FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSSERA1NG APPLIED PRODUCE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 0' RECORD FOR THE PROJECT Of IISTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DMATE FROM THE AEQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCH Cl SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WIT), THIS DOCUMENT IN NON44VHZ AREAL S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS AEQUIRING IMPACT RESSTANC L 6. WINDOW FRAME MATERLAU PVC 7. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300-CA GLASS CHARTS, SEE SHEET 6 FOR GLAZING OCfAILS TABLE OF CONTENTS SLEET REVLSION SWET DESaVTION 1 B U4STALIATION 6 &MI Ew^AL NOTES 2 A ELEVATIONS 6 AN04M LAYOUTS 3 A AN CHOQ SG4EDULE 4 A VERTICAL. SECTIONS S A N=ONTAL SECTIONS 6 A 6LAZING DETAILS OVERALL S= MAX DESIGN PRESSURE GL AZDZ TYPE MUSIIF WACT RATDr, V/IDTH HEIGHT 35•I5/16- I 84- SO/- 5015F TYPE 61 NONI-WACT 40, 7r SO/- 50 PSF 40• 7r 30/-50 PSF 52.1/8• 62" BD/• 00 SF n' I 7r SO/- SO PSF 44' 77-LB• 40/- 40 PSF Sr 77-vr 40/- 40 PSP 95-LVIV 30/-3SPSF 9-15116• 2S/-30 SF 6' 7315/20• 13/- 33 SF 0• n LS/10' SO/-SOPSF' 77•LB' 40/-40 PSF TYPE626• P481/ 26*• 74-L16' SO/-SO SF 73-1/r 35/-33 SF 6- 6f ISAV 33/-35PSF 73-1/r 30/-30ISF7ME6' 7r 23/-3S SF6' 77-L6' 25/- 2S rSF Kl PLy.GEM U) K MAINIIOM'NT. V OOASA, MdMT, A:4UI PM 51 61 4I1t,U.l..tA.f o m oZ yi LL p3: x v),U61 L W `y Wy a mLW l s sl c 4 P 1: I V I to1NZ W18,e 1 OF 6 UNIT MAX. WIDTH 53- DLO MAX WIDTH e82 — IF a I D.L.O. MAx 6 HEIGHT 5 E ' O' NZT MAX e HEIGHT j ne- t" SASH MAX HEIGHT .X. 378 —i ffMAX. A WIDTH So ; TYPICAL ELEVATION 53• x 77-I/8- UNIT DLO. MAX HEIGHT uNrr MAx 507. HEIGHT 9 16 4• FROM 71. 0 C CORNER. TYP. I 'I Ty?.r COMER.'TyP. J. 10( L7z 0C. TVP. I INSTALLATION ANCHOR, TYP. ANCHORLAYOUT FIN INSTALLATION Sr x 77.1/e- VNIT UNCT MAX WIDTH 48k DLO MAX F Ww A D 4 SASH MAX. WIDTH 4516- TYPICAL ELEVATION 53' x 774/8- VNrT 54' FROM CORNER.TyP. T ANCHOR MIDSPAN. L 9-FROM lCORNER. M r WSTALLATION ANCHOR. TYP. NOTE: SEESHEET 3 FOR ANCHOR SCHEDULE OF ALL QVALMED UNIT Sr AND DESIGN PRESSURE COx2II uTIONS. 18. O.C.. v momTYP. 1 CORNER.Tvp. T TYP. 4 x u u 6' FROM INSTALLATION R' ANCHOR LAYOUT ANCHOR AT aV. TYP. ANCHOR LAYOUT FRAME INSTALLATION CLV INSTALLATION 53' x 77-W VNIT 53' x 77-3/8' UNIT y , PayGEM aonv AOCWa sr ae wx aa. rolrt.r, v. a.L: rK a.o+&.ao nc 54 . 46" I m S Vy U 5 oT at < N j o cZS hcc WJ Q w mWo el a Qndfli5, t Z mNm1'1, N 7`""< y2 V6 #. ( l PGW182 IEET: 2 OF 6 SERIES '500 SINGLE HUNG WINDOW - ANCHOR 5U4EDULE U.UIT S=E I DESIGN I PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING v/iDTH I Hc'IGHT FIN FRAME CLIP HEAD JM16 SILL HEAD JAMB SILL HEAD JAMB I SILL 35.15/16-I6'-15/16-I.35/•35PSF 7.50' 7.50' I 7.50' 12.00' 8.00' NOV 12.OV 16.OD- 12.00' 35•V2' 73.1/2' 30/- 30 PSF 17 so' 1730- 7.5D' MW 8.00' NONE' 12.00' 16.00' 12.00' 35-7/16- 73-1/2' 35/-35PSF 17.50' I 7.50' 7.50' 12.00' 8.00' NONE' 12.W 16.OD' 12.00- 35.15/16'73•15/16' 35/-35PSF I7.50' 7.50' 7.50' 12.00' I8.00' NONE'l 12.00. 16.00'112.00- 35. 15/16' 73.15/16' 50/-SOPSF 17.50- 7.50' 7.W 12.00' 16.00' NONE 12.00' 16.00' 112A0' 36- V16- 74-1/I6' 50/•50PSF 1 7.50- 7.50' 75V 12.00' I9.00- NOVEJ 12.00- 15.00-I12.00' 35- 15/16' 84' 1 •50/•50PSF 7,50' 7.50' 7.50' 12.00' 19.00- NONE' 12.00' 1600' i 12,o0- 40' 72- 50/•50 PSF 7,50' 7.50' 7-W 14.00' 18A0' NONE' KW 15.00' 14,00' 48' 72' 50/•50PSF 7,50' 7.50' 7.50' 12.00- 6.75' NONE' 12.00- 15.00- 12D0r 52- 1/8' 62' 50/-50 PSF 7.40' 7.70' 7.40' 11.00' 6.75- NONE 11.00' 13.50' SLOG' 53' 77' 50/-50 PSF MW 7.60' 7-W I0.'SO' 6.00' NONV 14.00' 16.00- 14.00' MI' 77-IIV 40/-40 PSF 7.50' 7,50' 7.50' 16.00- 9.00- NONE 16.07 16W 16.00• 53' 1 77-1/8' 1 - 0/-40 PSF 7.50- 7,50' 7S0' 13.75- 7.00- NONE MW IS.00' 14.00' 44•:/ 16' 1 77•1/8' 40M0PSF 7,50- 7-W 730' 16.00' 9.00- NONE 16.00• 16.0C IS.W 48- 1/16. 95-15/16' 30/-35 PSF 7.50, 7.5V 7.50* 18.00' 9.00' NONE 18.00' 16.W 18.00' 48. 1/16' 95 15/16' 2S/•30 PS 7.50' 7.50' 750 18.00' 12.07 NONE 18.0(' 16.00' 18.00' 40- 1/16- 7Y 25/-35 PSFm 7.50 ORNERS 12W NONE 14.00- 15.00' 14.00' 43- 152 77•1/8' 25/•25 PSF 7,50" ORNER5 16W NONE 16.00• 16.00' 16.00' ANCHOR SPACD45 LLSTD ABOVE IS BASED ON MA)QMVM U1-" SM AND PRESSURE LLSTED. SPACING IS QVALIFIED FOR SMALLER UNITS OR VNITS RE(WSRING A LO%M PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL 3. ANCHOR METHODS MAY SE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMEvT CLE. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) Pay,. 43) Mr TN iT_ro cox 330. Q0W MONNT, VA [4IA 3+ 0444-"46 rM 3464044Y3 c) H H LU CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X ' WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS ST.-ICONE SEALANT •• BY OTHERS O / 11/2- MIN. EMSEC MENT S WOOD SCREW INSTALLATION ANCHOR a ' e UNIT HEIGHT 1 SEE GLA23NG DETAILS SHEET 6 EXTERIOR INT co;t rB--\ VERTICAL SECTION Q HEAD -2KWOOD SUCK \ Q HUD -2KWOOD BUCK BRICKMOULD FRAME - FIN INr1ALLATION BEVELED FRAME - FRAME INSTALLATION SEE GLAZING I 1 I DETAILS SHEET 6--, SEE GLAZING\ / i DETAILS SHEET 6 i SEE GLAZING DETAILS SHEET 6 3/4' MIX EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS 3/4' MIN. CAULK BETWEEN EDGE DISTANCE CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BVCX '6 BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS EXTEUCR p a WOOD SCREW PLY19E NSTALLATION ANCHOt - /I'L1?::15 4)) H M+D)ST-n0 WX -9. 1 1/2' MIN, tOC[V wOUNt, V4:LI:l r EMBEDMENT 1/4' MAX tSHIMSPACE SEE 6LAID fG DETAILS SH51ET 6 O.A. 1UNIT HEIGHT \/ SEE GLAZING DETAILS SHEET 6 I EXTERIOR INTERIOR 0 C VERTICAL SECTION 1/4' MAX SHIM SPACE N INTEt_oR I VERTICAL SECTION MEETING RAIL EXTERIOR INTERIOR TYPICAL O.A. I 1 1 UNIT I / HEIGHT 1 va• MAX 1/4' MAX SHIM SPACE SPACE F. rSHIM 3/4• MIN. EDGE DISTANCE A4 040-484 348 FX W'4" C d za y yj 0 j5 6 N j a s + m 321 S a mYiG s SILICONE SEALANT SILICONE SEALANT I + S BY OTHERS BY OTHERS E EXTERIOR FD MSH 11r MIN. EMBEDMENT EXTERIOR FINISH R 1 By OTHERS I BY OTHERS 2X WOOD BUCK r 2X WOOD BUCK BY OTiHEtS BY OTHERS CAULK BETWEEN CRETE/ MASONRY 6 2X 4• a a .• 8 WOOD SCREW CAULK BETWEEN CONCRETE/ MASONRY A 2X 1 L2' RLL L m j; DOD BUC[ BY OTHERS INSTALLATION ANCHOR WOOD BUCK BY OTHERS EMBEDMENT v 2 CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY 4 BY OTHERS BY OTHE S INST'AWTION ANAiOR DWG #: H VERTICAL SECTION r VERTICAL SECTION P 7W182 Q SILL- 2KWOOD BUCK BRICKM.OULD FRAME- CLIP INVALLATION 4 SILL -2XWOOD SUCK BEVELED FRAME -AN INSTALIATIOV SHEET. 4 OF 6 1 I/2' MIN. 3/4. MIN. r8 WOOD SLEW EMBEDMENTvsEDGEDISTANCE } INSTALLATION ANCHORWOODSCORT11,4• MAX ' PLy GEMINSTALLATIONANCHOR SHIM SPACE CONCRETE/ MASONRY INTERIOR BY OTHERS !': I W L':`•+SINTERIOR CAULK BETWEEN CONCRETE/ MASONRY 42X 433NawwST-00ROXM. 3/4• MI'll WOOD BUCK BY OTHERS oonMalNT'v..ul EDGE DISTANCE.' " SEE GLAM6 . . DETAILS SHEET 6 I 1 1 1/2' MIN. g D CONCRETE/ MASONRY r,; / : v -EMBEDMENT QC L c = BY OTHERS \ \ _ • I x> K - > ; CAULK BETWEEN / I uy,` 51 0 CONCRETE/ MASON22Y 6 2X I SEE GLAZING v a = 7 cc <: WOOD BUCK BY OTHERS \ / DETAILS SHEET 6 WOOD BUCK In, w 2X WOOD BUCK ^ BY OTHERS N m BY OTHERS i \ ` / EXTERIOR FINISH L C p p Z ; OP FINISH: BY OTHERS w < EXT :IBY OTHP.S EXTERIOR EXTERIOR Ir H v m u v x SILICONE SEALANT w o O.A. BY OTHERS 4 Q SILICONE SEALANT UNIT O.A. 3 BY OTHERS WIDTH WIDTHDTH o E HORIZONTAL SECTION F HORIZONTAL SECTION m S M %49- 2X WOOD BUCK . 5 JAMB • 2X WOOD BUCK BRICKMOVLD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION Z h T-- 1 BE MIN. O 61v2• MIN. h3t8WOODSCREWEMBEDN.JJT EMBEDMENT I -.I Z INSTAL' ATION ANCHOR 1/4• MAX, *8 WOOD SCREW SHIM SPACE L4• MAX INSTALLATION ANCHOR SHIM SPACE CONCRETE/ MASONRY > >xi 3/4• MN. INTERIOR BY OTHERS LU w C EDGE DISTANCE ' ! , ]NTERIOR CAULK BETVIEEN p W CONCRETE/ MASONRY 6 2X l WOOD BUCK BY OTHERS i \ WOOD BUCK SEE GLAZINGBY OTHERS p < CONCRETE/ MASO.RY I E Z BY OTHERS —% I DETAILS SHEET 6 I ti CAULK BETWEEN ~ \ : 3/4• MITL CONCRETE/ MASONRY 6 2X \ EDGE DISTANCE WOOD oUCK BY OTHERS 2X WOOD SUCK ~' I SEE GLAZING E BY OTHERS \ 1 DETAILS SHEET 6 •. 4 EXTERIOR FINISH \ _, • EXTERIOR FINISH8YOTHERS— BY OTHERS EXTERIOR EXTERIOR SILICONE SEALANT O.A. O.A. SILICONE SEALANTBYOTHERSUNITUNITBYOTHERS < " " = v z WIDTH WIDTH p $ c HORIZONTAL SECTION HORIZONTAL SECTION LsHEET: lAMB•2XWOOD BUCK S1AM6.2X WOOD BUCK PGW182 BEVELED FRAME -CUP IVSTALLAT011 BEVELED FRAME- FRAME INSTALLATION 5 OF-6 7/8' O.A. INSVLATED ANNEALED EXTERIOR GLASS u T 1 1/2' MIN YP. INTERIORGLASSBITE / DOW 1199 SIUCo,.r GLAZING DETAIL 1 13/16' OJA. INSULATED ANNEALED EXTERIOR — GLASS UNIT 7 + 1/2' MIN. TYP. INTERIORGLASSBITE / COMPRESSION GLAZING TAPE GLAZING DETAIL 3 P Ly GEM U)lL MA?iT 00&M%.". 90W"ONT.VA:W1 M p 8i N 1H T Qp i. 7/8' O.A. S1 F N n DJSULATED ANNEALED o a O o[ GLASS UNIT EXT1`ERIOR — y J N t m 1 / V) p p 2 f Wy d muiG .lt SS BITE ATERIOR G-" d Q n EGLAVr y / TWO-SIDED GLAmisTAPE GLAZING DETAIL 2 S V) M y. y m h m tL h pp; C =S u2low& k OF 6 Florida Building Code Online LJ/rmh Page I of 3 yS,w._.'`.••.. •a-M_R.•:ri'y •'h 1e•:.':^r ie.r:j :T.;:f _ r"' 1'r -':'y_'i •:..nwi=.i N ts:..-. ::... Nei... S_: .3zo}e......;?znC!_ IY• z....• V..e.a iii . 'Y'r,, 'r'x'>'.c''=- x.' : i;'1 i... ,.•a..z,•12.'ti -r?L .' ..i .. '• _e : a. i F dl:; ):ifq:q.r:iti^:•:; . C 1: x•..b Si•:'...r.t s: q • . 1. •};-' j,:r:• •'...•`->s,•-Z.:r t- I ift g I t a iz i; at:F.I.iT.ti,`:.:r((i( l[ (IF_1 X•I..K:19 1•,= 1•i-yy]],?! 'f' .,Y t-a:.n,r_..a r,::e:•,....t,•_;ii=;':<_•;31<` F •^TTi•. TT . '••Y.•ip y a r•F<< .,7_... -... r..- ,. I'^i`l r,•F ``.. ,1't''t'1T.C?rr t: ^T;} s•.iw {.T,-_..._yaw'i''.-Y:'(M.2y dfu.. ••-_:'.-"--zafr.^—_:i. ...AY fr!e:.P l.l.:'ia.w:e:.. .4.ii '11 f 1. !. /f acts NW a wg In I user Reglstratwn tat rooks i Submit Surcharge i Stats a Facts wbl:Gtlons I rec SUN ( acts sae tup I inks I Swch l i'.GrI d no-ad.; Product Approval ltti ' I (- USER: PUN% user t Product AOaraial r•.enu > Pfodud Or AOM:uUaA Search > AO011catlen tkt > Appticatlon netatl I"" il:;l;„rl,3Fth;` FL # FL16104•R3 4r...;_:r hrxr Application Type Revision Code Version 2014 Application Status Approved Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Ply Gem windows Address/Phone/Email 433 N. plain St. Rocky Mount, VA 24151 540) 484-6271 `l ablomberg@plygemt•/indows.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) ,Atandard Year AAMA 506 2006 AAMA S06 2008 AAI•IA/WDI•IA/CSA 101/I.S.2/A440 2005 AAt•IA/WOt•IA/CSA 101/I.S.7./A440 2008 AAt•IA/WDt.iA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/27/2016 littp://www.flot•idabLtildiiig.org/pr/pl• appdt1.aspx?param=wGEVXOwtDctvyf4npAXlilOwf .. 6/1/2017 Florida Building Code Online Page 2 of 3 Date Validated 10/31/2016 Date Pending FOC Approval Date Approved 11/OS/2016 Summary of Products FL N Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104 R3 C CAC Nt011337.02-R2.odf Approved for use outside HVHZ: Yes FL16tO4 R3 C CAC NI011337.03-Rt.odf Impact Resistant: No FL161O4 R3 C CAC NI011337-Rt.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16104 R3 11 PGV1177 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PEM498 SS 2016-10-20.odf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVHZ* No FL16104 R3 C CAC N1011337.02-R2.ndf Approved for use outside IIVHZ: Yes FL16104 R3 C CAC NIOI1337.03-Rl.odf Impact Resistant: No FLt6104 R3 C CAC N1011337-Rl.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16104 R3 11 PGW178 AT 2016-10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16104 R3 C CAC N1011337.04-R2.od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations FI.16104 R3 It PGW 179 SS 2016.10-20.odf and ratings. Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4499 SS 2016-10-20.odf Created by Independent 'I hied Party: Yes 16104.4 Ply Gent 1SOO Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLt6104 R3 C CAC N1011337.04-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations FL16104 R3 11 PGWI80 AT 2016-10-20.QdJ and ratings. Verified By: National Accreditation & Management Institute Created by Independent third Party: Evaluation Reports Created by Independent Third Party: Bach Hcal Cgntact Us :: 2601 e41(Stone Road, TaPahassee FL 32399 Phone: E50.437-1e24 The Stale of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: AccessiblLty Statement :: Refund Statement Under Florida Ian, emit) addresses are pub:k records. f( you do not tvant tout a -marl address to:eased In response to a pubik•records request, do not sand e:ectronk map to this enW. Instead, contact the *Mee by phone or by trad.11onal mad. If you have any questions, pease contact 650.487.139S 440 'Pursuant to Soction 4$S.21S(t), Florida Statutes, effective Octoler 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department w:th an twit address of they have one. The emai5 provided may be used for ofric.al communtutlon t.dh the Ikenseh. However email addresses ate public record. 11 you do not »Ish to Supply a personal address, prease provide the eepartment with an email address which can be made avalli Ve to the publicc. To dlterm!ne if you are a licensee under Chapter 455, F.S., please crick here. Product Approval Accepter rieal litil):H%v%vw.(Lori(labtiildiiig.org/pi-/pr_aj)l>_(I(1.aspx?pai-am=wGEVXQwtDq\,yf4ngAXIiIO%vf... 6/1/2017 Florida Building Code Online Page 3 of 3 c(edit Card Safe http:/hN,\%,\v.flori(labuilding.oi-g/pi/pr app cltl.aspx?param=wG1 VX0\NqDgN,),f4n AXhlO\vf... 6/l/2017 45TALL AYTON NOTES: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION S40WN. THE NUMBER OF INSTALLATOU ANCHORS DEPICTED S THE MLNIN.UM NUMBER OF ANCHORS TO BS USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SITE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANC+iORS WITHIN ATOLERANCE OF 11/2 INCH (I.(., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NOR. 4. SMI.YI AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS)• MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SMIM(S)SMALL RE CONSTIMUCTFO OF MIG-I DENSITY PLASTIC Olt BETTER, S. FOR, INSTALLATION INTO WOOD FRAMING USE 18 WOOD SCREWS OF SUFFICIENT LENGTH 70 ACHIEVE 1 1/21NCH MIMIMUM EMBEDMENT INTO WOOD SUBSTRATE. G MINIMUM EMBEDMENT AN0 EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT HOT LIMITED TD STUCCO, FOAM, BRICK VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATFALAL OR HAVE A CORROSION RESISTANT COATING. 8. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT SE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINI.v.UM STRENGTH SPECFIEO BY THE ANCHOR, MANUFACTURER. B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MAT':RIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MXNI.V.UM SPECIFIC GRAVITY OF OSS. PLY GEM WINDOWS SERIES 1 500 FIXED WINDOW NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN hERONISDESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING KVFZ AND WAS BEEN [VALUATED ACCORDING TOTHE FOLLOWING: AAMA/ WDMA/CSA 101/1S.2/A"0-0S/Oyll 1. ADEQUACY OF THE COSTING STRUCTURAL CONCRETE/MASDNRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUC LOADS TO ThE FOUNDATIONS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE RDIECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SMALL BE DESIGNEDAND ANCHORED TO ILO/ERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION STILE R[ SPONSIBIUTY CF THE ENGINEER OR ARCHITECT OF RECORD FOR THE FROU[CT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO OEVW.E FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-MVM AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM S REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESSTANCE- 6. WIUDOWFRAME MATERIAL- PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E UOD04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEETOESOMMON 1 A INSTALLATION 6 6E4ERAL NOTES 2 A ELEVATIONS 3 A AN04M LAYOUTS A A VERTICAL SECTIONS L 6LAZD45 DETAIL S I A HOR=NTAL SECTIONS OVERALL SIZE QUERIED GLASS TYPE MAX DESIGN PRESSUC MI557L. E IAWACT RATDQ& WIDTHHEGF(T ANNcALED SS/- SS ?SF NOt4- LWACT 72' 96• 7EAPERED 0/-41PSF 1201/ 16• 56' TEMPERED 43/•50 PSF Pay 433 MMwD1 ST-,O WX:•A. AOCO' AIOUHT, V4 :41-1 Ix rD44•r,f4e Ix f4o-e4 ee43 m Z9 ut- 3 Af v AIW C CW W 10 ii mWo a w — a Qa w o C V/ N O C N H w V) C u H d LL l¢ 2 w vt O C C W N e c 2 I I • INN IN Z I DWG 4: PGW178 SHEET: 1 OF 5 A PLy GEM tW1Y MOUM, VI :U•.l At M4{,N AO I OV-MO) n UNIT MAX Q p N ^ • WIDTH 7r UNIT MAX D.L.O MAX. w i < o C WIDTH 12 16' WIDTH 671• D.L.O MAX WIDTH 11 1' 4 p p 2< B t a mac' J a n t i UNIT MAX W G HEIGHT < G VNST MAX. D.LO. MAX S PF pHEIGHTHE' E E F m SS• 5* (n V+ DMAX. 5 1 JI- HEIGHT HEIO z 912' o 1-- 1 m A D > Z Lu TYPICAL ELEVATION o W 120- 1/16• x 56' Ut-= A D t TYPICAL ELEVATION 9 ` 7r x W UNIT I S z z NInDWG tr. PGW178 d SHEET: 2 OF 5 FROM COR,\ER, TYP. 21' OTC., TYP, M 1--j . 1 C 1 NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FCR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. 4' FROM 7.O.C., CORNER. TYP. ---i r TVP —1 i IB' O,C., TYP. ANCHOR LAYOUT FRAME INSTALLATION 120•:/16' x 56' UNIT NOTE: USE OF EITHER BRICI(movLD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFODA1ANLE'"MITS LISTED HEREIN. FIN INSTALATION.. 201/16' x 56' UNIT 54 FROM FenoK:e wo INSTALLATION If -- ANCHOR, TYP, 6' FROM CORNER, TYP. 4' FROM CORNER, TVP, 7.O.C., TYP. L LATION AN{.}Iva, TYP. IB' O.C, 6' FROMTYP, CORNER. TYP. 1 M16' O.C, TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTALLATIO\ 120.1/16' x 56' UNIT ANCHOR AT CLIP, TYP. SERIES IWO FIXED WINDOW - ANCHOR SCHEDULE VNTT SIZE INSTALLATION TYPE 4 ANCHOR SPACING DESIGN FIId CLIPPRESSURE HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL WIDTH HEIGHT SSPSf 7.00' 7.00• 7.00' I800' 21.00' NONE* 1d.00' I6.00' Id.00' 111'.96' 40/-45PSFI 700' 7.00' 7.00' 18.00- 21.00' 18.00'` 18.00' 16.00' 18.0D- 56' 45 /-50 PSF 7,00' 7.OD' 7,00' 18.00- 21.00' 18.00"- 18.00- 16.00• 18.00' 1. NCPNWk iFA l N%; ua 2 to AuuVt iJ NAStD pN MAXLAVM VNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUL,'D* A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL!- FOR VNrr5 48-1/8- WIDE OR LESS. FOR UNITS EXCEEDING 48.1/8- IN WIDTH ANCHORS ARE REQVZkED AT THE 571 3. A00k METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUI:EMENTS LAID OUT IN THIS DOCUMENT (LE. FRAME INSTALL AT HEAD 4 JAMBS, FIN INSTAL' AT SILL) 4. SEE SHEET 1 FOR REQUIRED GLASS TYPE PER UNIT SIZE. PLy GEM Ui mA wST., PO Wx-9. wm"Lw. VI' lml we sa u.we na a O.0 e i age pyC' .i by k e < U. < m < s Cl p Z < $ J Q Z N W A r a W ^. 1; OF uz CONCRETE/ MASONRY BY OTHERS I I/2' mix EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X 8 WOOD SCREW WOOD BUCK BY OTHERS nif INSTALLATION ANCHOR 2X WOOD BUCK IBYOTHERS EXTERIOR FINISH 3/4' MIN I EDGE DISTANCEBYOTHERS SILICONE SEALANT I BY OTHERS U?,= I HEGHT \ EXTERIOR 7 / SEE GLA23N& DETAIL SHEET 4 INTERIOR g VERTICAL SECTION Q HEAD- 2x WOOD BUCK BRICILMOULD FRAME - FIN INSTAtLAnoN SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR UNIT // \ HEIGHT I l SILICONE SEALANT II BY OTHERS EXTERIOR FINISH BY OTHERS 1/4' MAX SHIM SPACE CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2x WOOD BUCK. BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS 7/8' O.A• INSULATED GLASSU.IZT TEMPERED OR EXTERIOR AMNEALED GLASS) 1/2' MIN. TYP. GLASS SITE INTERIOR DOW 993 SILICONE 3/4'L iDG =8 WOOD SCREWDGEDDISTANCEINSTALLATION ANCHOR e 1 1/2' MIN. EMBEDMENT I/ 4• MAX SHIM SPACE UNIT I ) HEIGHT \ SEE GLAZING DETAIL SHEET 4 EXTERIOR I INTERIOR C VERTICAL SECTION Q HEAD • 2x WOOD SUCK BEVELED FRAME - FRAME INSTALLATION GLAZING DETAIL V--SEE GLAZING NOTE: SEE SKEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. 1/ 4• MAX. SHIM SPACE TI I 1 vz• MT2y EMBEDMENT 2X WOOD BUCK BY OTHERS CAULK BETWEEN •: CONCRETE/ MASONRY 6 2x ' i s:B WOOD SCREW WOOD BUCK BY OTHERS / 3/ 4• Nye INSTALLATION ANCHOR CONCRETE/ 1V,ASOMY J EDGE DISTANCE BYOTHERSVERTICAL SECTION Q S1LL-2XWOOD SUCIL BRICKMOULD FRAME - CUP INSTALLATION I — DETAIL SHEET 4 EXTER OR INTERIOR O.A. / \ UNIT I HEIGHT \ ! 1/ 4" MAX SHIM SPACE 3/4• mm EDGE DIS T SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS sre WOOD SCREW CAULK BETWEEN INSTALLATION CONCRETE/ MASONRY 6 2X ANCHOR WOOD BUCK BY OTHERS / 1 11r mim CONCR27E/MASONRYJJ/ EMBEDMENT BY OTHERS rb-- VERTICAL SECTION q SILL - 2xWOOD SUa BEVELED FRAME - FIN INSTALLATION PLYGEM 20CCYYpWT. VA: U9 15: TvZS p V) V6 iF: P&W178 EET: 4 OF 5 1 1/2• J6%m. 3/4• MIN. its WOOD SCREWEMBEDMENTEDGEDISTANCE !I INSTALLATION ANCHORttBWOODSCREW 1/4• MAX PLY GEM1JSTALLATIONANCHOR -- SHIM SPACE 1/41 MAX. • ' CONCRETE/ MASONRY SHIM By OTHERS ;y` INTERIOR PRIOR CAULK BETY/c-EN CONCRETE/ MASONRY 6 2X 'LJ K AM91:r• ro wz r.+. C0CLYY0IMT. VA VZ7 3/4• MIN. WOOD BUCK BY OTHERS EDGE DISTANCE. • y 1 SEE GLAZING SEE 6LA2=NG • . DETAIL SHEET 4 DETA:L SHEET 4 • . CONCRETE/MASONRY —/• v•EAIBEDMENT SSA N By OTHERS W J 7 CAULK BETY/EEN / \ \ W s ^ p S 4! KCONCRETE/ MASONRY d 2X I I 1 ° WOOD BUCK ° + 4 W G ` WOOD BUCK BY OTHERS / / BY OTHE^S H X 6 ; S m w2XWOODBUCKNmLao EBYOTHERS , EXTERIOR FZN:5H p p z BY OTHERS w c EXTER:o FjNr$ S ' EXTERIOR EXTERIOR ` J o m cSIUCONESEALANTBYQ O.A. O.A. BY OTHERS — SILICONE SEAT UNIT UN'T w BY OTHERS WIDTH WIDTH c ? HORIZONTAL SECTION rF-'*\ HORIZONTAL SECTION m i JAMB • 2X WOOD BUG( 5 JAMB • 2X WOOD BUCK BRICKMOULD FRAME - FRAME I=AL1AT10N BRICKMOULD FRAME • FLY INSTALLATION 0 1yrMIN. 1 1/2• MIN. Q zsWOODSCREWEMBEDMENT5 INSTALLATION ANCHOR 1/4• MAX. EMBEDMENT 98 WOOD SCREW SHIM SPACE L4• MAX INSTALLATION ANCHOR a co SHIM SPACE CONCRETE/ MASONRY % it h C 3/4• M7.N. BY OTHERS (.0 EDGE DISTANCE INTERIOR p LUTERIORCAULKBETWEENCONCRETE! MASONRY 6 2X W WOOD BUCK BY OTHERS v WOOD BUCK CONCRETE/ MASONRY GLA=. 46 SEE 6LA2 N6 BY OTHERS SEE9 IDETAILSHEET4DETAILSHEET4IBY OTHERS CAULK BETWEEN — : 3/4• MM a CONCRETE/ MASONRY 6 2X I WOODBUCKBYOTHERS / \ EDGE DISTANCE 2X WOOD BUCK • .- I BY OTHERS EXTERIOR FINISH BY OTHERS ` EXTERIOR FINISH BY OTHERS EXTERIOREXTERIORSILICONE SEALANT 2 O. A. Off. SIISCONE SEALANT 11i- ai BYOTHERS1 UNIT UNIT BY OTHERS p N S= H 2 WIDTH - c HORIZONTAL SECTION rF HORIZONTAL SECTION DING a 5 JAMB • 2X WOOD sutK 5 IAMB • 2x WOOD BUCK P G W 17 8 FRAME FRAE • CUP INSTALLATON BEVELED FRAME . FRAME INSTALLATION SHEET: 5 of 5 i f?A Iblpp).L rPLI o l•v mica i M.•'.W.WM 1 1'I...dw IYYYu p. a.Omr! ryttiuPM'w wt.+. wW I.A...I. b..'w... p. rN.. NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS SECOND FLOOR PLAN: NOTATED SECOND FLOOR PLAN: DIMENSIONED AREA CALCULATIONS•.... OW ELEVATION SCALE: 1/4" = 1'-0" WILLOW ELEVATION SCALE. 1/4" = 1'-0" WILL A3.0 ca..a Ivo:Ot..e.NUMfwcw..worn. b...Ml. Yn lys.uul.M..wu.fA.^Ir Wn.c01.SVlrvia. Duo". ci WA..fWCMifl LLc•+Ow....tc.:Mr.r.Mrn.urm.w.rM...wuM.[wrwr.C.Mc01.1NNA.OttR4a K•Il.ASSOWtAuc Y.MP.nn'.c C{A pc?) Z 601, NOTES: MW. r'r'M.Y M. YW ' Yl.• am rHNYr.Y M. urww+..r•..« n..ve•w NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS I WALL LEGEND L+.u.r•.n...en wro.r. E29 FIRST FLOOR PLAN: NOTATED FIRST FLOOR PLAN: DIMENSIONED AREA CALCULATIONS: rvu+ SCALE: 1/4" = V-0" WILLOW ELEVATION SCALE: 1/4" = V-0" WILLOW ELEVATION 0w Z0 CZ tu02 00 LL .0 W rca LL rOZ Q. A2.0 m.y.r..»+.,»rmw>..r.Ms.r.»•e...w».r».armn.caaanwaonnn.n nwaaaaY.n ut r.Y...rw.....w.•rarw».y.cwr.w.r.a..er.runn•wouanaascrarw a.-xn.rmW:•rwpa+v.. r...n 9 A/b10y. L FIRST FLOOR PLAN: NOTATED SCALE: 1/4" = V-0" REDWOOD ELEVATION 0 n1 00 1 n irn i __ _ 1I • ra FIRST FLOOR PLAN: DIMENSIONED SCALE: 1/4" = 1'-0" REDWOOD ELEVATION l\V lJrt IrlYYwwl.nu"rYMwtlr.erw"Yn/wwYMl.M.lplNbrl'g1R.CCgMYItp[ WJgll pY.\M [wb'ACNI[D,IIG Mr..l.M.ulKrfwWrYMw M.r.nNYlrnlr..rK+Cw rrrwlEMIiFONIup[Of 0Y,01 NV11[w110f4tft NOTES: IAOIWNtIY. MP,.\ w.rY..rrrl W' . wlrftr,w, 4 Oqa• t z • a m REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT o PROVIDED ON UNIT PLANS z o n i rfal Ir t cc Wtf4 00 lowruZ i ULJ hp v_ WALL LEGEND o r.rrwru m n i r T Crr "»" A2.0 FIRST FLOOR PLAN: NOTATED SCALE: 1/4" = 1'-0" BIRCH ELEVATION d NOTES: w.N.r4.W 4Y w`YI.rN.ynww.ww `4."o`i thaw fYJ NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS L „4 WALKKq:.— SCALE: rm . FIRST FLOOR PLAN: DIMENSIONED AREA CALCULATI w.w.w".rv. 1/4" = V-0" BIRCH ELEVATION 1•wlSL.r,p Ydw1.N OGYf4..t M YC<.Ow...Mrrw4aawn4.Yw4F.4.4rb..w.r.011wO0tANIwG.OtLGYaw a w44]4lS.lCb rCY/ri'r zV <m A2.0 rPR 1 103. Z NOTES: nY4 tw 'MYW vw VtVlrrltAn./YYu nYwln tln M1M liYNau it11 t1u4141nY n 11 W t9Y Y(W I I u ai! Mt r ViNwuYygilluY V wYtI.Nn YrintrylYwRA wwlrlYrrM niw iiair"wrlaY rliYwi utV %y It" wt iWW t WiMiluw wl wir+M ."'w"tu'.iY M Y•^gtW twu Ntw m9 M Mnr IYIMIg4M' 0 Ntrt"tt•e"4tA4vr1JI IYr •"w[t" u V IpNuf1l.M.r NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS SECOND FLOOR PLAN_: NOTATED SECOND FLOOR PLAN: DIMENSIONED AREA CALCULATIONS: JM tYM11, SCALE: 1/4" = V-0" BIRCH ELEVATION SCALE: 1/4" =1'•0" BIRCH ELEVATION w.. tnttleCYi ttDfNt iMNrIli.,l Y"IJINi\l.1lw+/JDMyytM W NM twJ.t yryr11N11ACO1RYtl W [ 1)Y.d NW !ISlKNI[! tl4 MAM VRJW rtWYr JNrt Wrw1 rN IwYIgYYMIRw Y1urIJ110/1ACQ1>kD)10[KCCIIOf Y.YII[AS10011O.YCYINO/pMC'/I IQ Q A3.0 Florida Building Code Online ; + Page 1 of 2 Regulation R .. Q d aas rare I Lao in I user ReObtrauon 1 Nor Too= I s&mnot sur srge I star: a Facts I Puwatlons I Fec see I Bas Sloe Map I Links I searm I Bus nessi aesl USProduct ApprovalProurea: weuc user Regulation traassie nu > > 6gdgi aatltl> Appiiostlen Defeo FL Ar FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 w Clifton Street Tampa, FL 33634 813) 884-0444 IVie.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbldgoonsultents.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer we Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 3. King, P.E. 6 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard Year ASTM E330 2002 Method 1 Option D https://www.floridabuilding.orglpr/pr app_dd.aspx?param—w('EVXQwtDquJEQfBP6a6FJ... 7/20/201.5 o M AMERICAN CONSTRUCTION METALS S140 West Cation street Tompo, FL 33W TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance Qh the 5th Edition (2014) Ronda Bulld'mg Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shol be beyond wag dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering anayss. 4. Wood/CMU wolf construction, by others, must be designed property to receive loads trom the soffit and/or 7 x T batten strips. S. Aluminum soft shag conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9 TABU OF COMFMS SHEET• I DEsM"M 1 T elevoliOrS Is notes 2 Parerdetch 3 Soffit detailb a d n prey+ 4 Sofllt de a d n S Soffit detolL design pmoums a bR of mateeob IRIKE 4 a4) 740 2ratisnVM TZ41.013rnR3Q QUAD d Q4 A..0121011rnmq er A o c, r.FS a mo w. o FL-12019.1 ° ow n 1 OF 5 ROOF OVERHANG ALU111NLRI ROOF FRA12NO O`%%% ROOF OVERHANG ROOF OVERHANG SPAN - l jEMUORSOFFITJ TyU OR MOOD SEEDETA0.'A' FMRAOI PD SE1tiDETM'C' FRAMED SEE DETAIL' B' SEE DETAIL' D SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS Shorn w/ Ina0 mane ardkM) (Shown w/ bLwMw hlB aNOevM SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSI) POSRIVE NEGATIVE Ir 70.0 141.0 Ir 60.0 60.0 I2" S0.0 50.0 I4" 38.5 38.5 u• 30.0 30.0 NL71[: WV W rK~V"A AMP Wnnca,INIV IV a DESIGNED BY THE ARCHITECT OR ENGNEET OF RECORD DETAIL" B " FChannel TRIM NAIL ATTACHED THROUGH FASCIA 016' O.C. MAX. STAPLES INSTALLED --- END OF PANELAND B' MAX O.C. SEE DETAIL'J -. SHEET 51 IN MAX — 6 DETAIL " A" Fascia STAPLES NSTALEID 0 ZVO.C- (INTO WOOD) ON F4>WMEL LEG OR T•NAIL 0 17 O.C. INIO WOOD OR MASONRY) STAPLES INSTALLED 017O.C. (INTO WOOD) N F-CHANNEL SLOT OR T•NAIL 017 O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUFOVERHANG. TRIM 80110M Of FASCIA FLAT AGAM PANEL STAPLES LOCATED 24' O.0 INTO FRAMING aw% $ f 6s o ROOF - FRAMING iN' 1 i +.....:.-• w = d n i u . S ALUMINUMn •: FASCIA TRIM 1' E 1. F auo. SOFFIT- J 1 EHU OR V 7 SEE OEJAIL' A' Wm g_ FRAMED3uSEE DETAR"C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL Ate H shownv4tolranbgonOhrer) MAX. I' MAIL STAPLES INSTALLED 017 O.0 ONTO WOOD) IN J•CHANNEL SLOT OR T•NAK 017O.C. DETAIL" D" J- Channel Fascia c! c 5STAPLES INSTALLED 012.O.C. ONTO WOOD) + N ) CHANNEL SLOT OR T•NM 0170.C. ONTO WOOD OR MASONRY) I. STAPLES LOCATED 8 a 2/' O.C. INTO FRAMING 11 n MAx 1' MAx - DETAIL " C ". J• Channel o a JK SUBSTRATE N01ES: aoc IM. In 1- WOOD SUBSTRATE G - 0.42 OR OEM o:ene:o ws 2. MASONRY SUBSIRAM 3AOD PSI CONCRETE OACI 3011 FL-12019.1 OR HOLLOW BLOC[ (ASTM CIO). van 3 or 5_ a fiEd4 pR1P1(OH MATERIAL I FASCIA .021 S' THK. AL 3105 • HI ALUMINUM J' CHANNE3.O1S5' M AL 3105 - H24 ALUMINUM2- 3 F CHANNEL Al SS' 7W AL 3104 - HI9 ALUMINUM 5 QUAD 4 PANEL ID11150R.013S-11004 AL 3105 ALUMINUM d TRIPLE 4 PANEL (D115 OR .0135 TH1CIq AL 3105 - ALUMINUM 7 915 x I V4 TRIM NAIL S.S. 8 lit GA. X 1/4' SS STAPLE twl 7/1i' MIN. EMBEDMENq Sly 9 7- X 7' BATTEN STRIP (GAA2 OR BUM) WOOD 10 APA B- GROUP 1 EX7.15/37' PLYWOOD OR BETTER WOOD 11 09r DIA. T-NAIL twl Sff MIN. EMBEDMENQ STEEL 12d X 31/4' H.D. GALV. STEEL COMMON NAIL 0 24' O.C. w/ 1.T/4' MIN. EMB. DETAIL " H ° IX2VERBCAL FRAMING (G>- 421 ATTACH w/ 2-80 COMMON NAILS 010P TO ROOF FRAMING END OF PANG AND Ir MAX O.C. SEE IIEML'J I LC. MAX. DETAIL ° J ROOF CVERHANG SPAN ' A ' ROOF o! f * 5 4 ri o o i 1 y••t SEEDEFAL*bgg SHEET 3) i 5 o g cct rn YI f m 2 1e V 6 L'. 12d X 3-1/,C ( - HD.GALV.SIEEL ^ ' 1"—'"_— - ======= EMU OR COMMON NAIL®24'O.C. SEEOETAL-A"J _/_-__. W0' w/ I Ive MIN. EML IS 3) FRAMED CONTINUOUS SEE DETAIL' N BATIB4 & CL SPAN STAPLES INSTALLED 0 SIDE VIEW - DOUBLE SPAN w/BATTEN. 84D OF PANEL AND (St—n w/-w/framing mdkv-) 8' MAX O.C. SEEDEFAIL-J I TWIN SPAN LENGTH w/ CONTINUOUS YATIEN A' DESIGN PRESSURE (SF) NEGATIVE 14' 70.0 70.0 ter 66.5 66.S 20' 60.0 60.0 2z 54.S S4.5 24' S0.0 MO SPAN ' A - ROOF OVERHANG SEE DETAIL' G' MEET41 ROOF FRAFOHG SEE NOTE 2 1 I 1 EMU OR WOOD SEEDEGLL' 1' .8 TT FRAHED SEE DETAI' A PIPET 31 SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: (SAown w/ Uufl/hameny "ftng) I. WOOD FRAMING AND CONNE nON$ TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE G - 0.42 OR BETTER 2.12d COMMON NM OR 3/1B ITW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE: UM PST CONCRETE (AC13DI I MIN. 1-1/4' BABEDMDM 0 24' ON CENTER OR HOLLOW BLOCK (ASTM C90). io N.T.S. err. JK L o- LFS mm a, FL- 12019, e a 5 or 5 Florida Building Code Online \ Page 1 of 2 Business & Professional Regulation r f{pjria pwwrnggs acts Home I Id• to I USer PODWSOM 1 Ha Topics I Submlt Sulch&Ma I Stab, a F&M I Publk7tbtK I Fat Staff I WS SU wp I unU I Sorch I Bwines product Approval i3san: ProfessiI PLobk User Regulation fiwduvwla > Aypllc"on oma• FL # FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Emall 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@adasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden R- Validation Checklist - Hardcopy Received Certificate of Independence t1 163oS R4 COI ATL3002 4 2014 FBC Product Evaluation Shinoles.odf Referenced Standard and Year (of Standard) Standard Yea[ ASTM 0 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code h4s://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending F8C Approval 07/05/2015 turnimary of Products Fl. Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHL• Yes AJ6305 R4 It • ATL13062.4 2614 FBC Product 2yaluailon Shinales.odf Verified By: Zachary R. Priest 74021 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use : Evaluation Reports FL16 S R4 A ATL13002.4 2014 FBC Product Evattlatian Shinoles.odf ICreated by Independent Third Party: Yes Poi=i Contact Us:: fUalllt e5o 02.1fift Th Crato of Rnelda k an AA/FIFO •rnplal ar., :: P100LStamment Under Florets law, email addresses are public reords. If you do not walk your small address released In response to a publk-rmcords request. do not send eiettronlc "an to this entity. Instead, con act the ark* by phone or try tradltWrW mail. U you have any Questions.please contact 650.467.1395. 'Pursuant to Section 4SS.27S(l ). Florida Satules, artedWe October 1, 2012. Ibmsees IktMed under Chapter 4$5. FS. must provide the Department with an email address It trey have one _7b a emits provided may be used for official communication with the licensee. rlowever email addresses are public record. If you do not wish to supply a personal address, please WwAft the Dep roment with an email address which can be made avalla0le to the public To determine If you are a licensee under Chapter 455. F4, please dock b». Product Approval Accepts= CrcdiISAFE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N... 7/20/2015 CREEK Certificate of Authorization rgh DrurghDr17520Edinburgh Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLoRIDA BUILDING CODE C EDITION (2014). Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield. TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance. Wind Driven Rain REFERENCES Entity Report oStandard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Constriction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-08642-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM O 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (17ST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (17ST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5876) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3482 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Constriction Materials Technologies (TST5878) ATL-123-02-01' ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-M ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-13S-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Constriction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI ConsWclion Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM 0 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM 0 3462 2009 ATL13002.4 FL 16305-R4 Page.1 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall noft CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (I ST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster®30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut$) Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161. Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAM1O Architectural ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self -searing sealant stripe that complies with ASTM O 3462. Pinnacle® Pristine, ASTM D 3161. Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Pinnacle0 Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton Meridian) StorrnMaster® Shake ASTM D 3161. Class F & ASTM O 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462: StormMaster® Slate ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002 4 FL 16305•R4 _ Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3.. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION. GlassMaster® 30 & Basic Wind Speed (VwO: Tough -Masters 20 Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ)'. Installation (Non-HVHZ): I. -- ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction, Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12.• Installed with 54nch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or '6 Nail Pattern* detailed below. W J Nails , L. 12" 412- Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 36. J Nails 1 12" - + 12" Figure 2. GlassMasterdi 30 & Tough -Master® 20 6 Nail Pattern ATL13002A _ FL 16305_R4 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall r**- CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEKTECHNICALSERVICES, LLC Prol-AM"' Architectural Basic Wind Speed (V,m): Basic Wind Speed (Vad): Deck (HVHZ): r V 1 Deck (Non-HVHZ): Undedayment: Min.. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Ih accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions, Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern* or '6 Nail Pattern' detailed below. lox am. moftow a r raV K O Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTM Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305•R4 Page 4 of 9 This evaluation report -Is -provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Servioss. LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Pinnacle® Pristine 3 Basic Wind Speed (Vwa: StormMaster® Shake Basic Wind Speed (Va.a): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min: 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min; 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and' manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattem' or'6 Nail Pattern* detailed below. r 1Y W M OOOOO Ou/Jl_ a JC 1=OGr M 1.. =1 O LI Cn rl .-. cI Figure 5. Pinnacle® Pristine and StorrnMastefS Shake 4 Nail Pattern (Non-HVHZ only) rx 1? ,. zoo' 000CU=MC3 Figure 6. Pinnacle® Pristine and StormMastef® Shake 6 Nail Pattern ATU 3002.4 FL 16305-R4 Pie 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (VW: Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Undertayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern* detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattem' or "6 Nail Pattem' detailed below. 9" Figure 7. StormMaster® Slate 4 Nail Pattem Figure 8. StorrnMaster® Slate 6 Nall Pattern ATL1900' A _ FL 16306•R4 Page 6 of 9 This•evatuatlon report -is provided for Slate of Florida product approval under Rule 61G20r3.: The manufacturer shall notlty CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty. installation. recommended use. or other product attributes -that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vwn : Basic Wind Speed (Vow): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction: Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published Installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. W r' to, F 1•y A T. Figure 9. Pro -Cut® Starter Strip ATL13002.4 _ _ FL 16305-R4 Page 7 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3.. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK. TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (V,nr): Max. 194 mph Basic Wind Speed (Vaa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12° I 12 ga. 1-1/2° ring shank nail f- - -- '- - - 120 i r i Figure 10. Pro-CutOD Hip & Ridge ATL13002.4 _ FL 16305-R4 Page 8 of 9 Thisevaluation report Is provided for State of Florida product approval under Rule 81G20-3.. The manufacturer shall notify CREEKTechnicalServices. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty. Installation. recornmended use. or other product attributes that are not spedfically addressed herein. MACREEK ATLAS ROOFING CORPORATION sphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS - 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-fi or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3.. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 50i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PaY I R 'pq 2015.06.2rt; •• ., No 74021 912:55:48 L STATE OF :4J—04'001 T. l O R 1 Q P,Nc;`` Zachary R. Priest, P.E. Florida Registration No. Will Organization No. ANE9641021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services. LLC does not have, nor will it acquire. a financial interest in any company manufacturing or distributing products under this evaluation.. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, not will acquire, a financial Interest In any other entity Involved In the approval process of the product. END OF REPORT ATL13002A FL 16305•R4 Page 9 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE W" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 15072.5, 1507.2.7.1. 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Reoort No. Standard. Y_ep_S PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM -D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA06-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST6878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7168 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1996 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI COn s ruction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Fagg 1 of 9 This evaluation report Is pn -for State of Florida product approval under Rule 61G20-&: The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 34ab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-MasterOD 20 ASTM D 3161, Class F fiberglass reinforced. 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cuff Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Prol-AMTM Architectural ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StortnMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StorrnMaster® Slate ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002 4 FL 16305-R4 Page-2 of 9 This evaluation report Is"provided for State of Florida product approval under Rule,61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMaster® 30 & Basic Wind Speed (VA): Tough-Master(ID 20 Basic Wind Speed (V,w):' Deck (HVHZ): Deck (Non-HVHZ): Undedayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): L ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In aocordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greaterthan 21:12. Installed with 54nch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 54nch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattem' or'6 Nail Pattem• detailed below. W J Nails im -ion 12" '`. 1 War 2'-----1 2-—--12•— Figure1. GlassMa9ter®30 & Tough-Master6 20 4 Nail Pattern (Non-HVHZ only) 36• T fit. Nails 12" ! 4 12"—- 12' 12• Figure 2. GlassMaster® 30 & Tough-MasterO 20 6 Nail Pattern FL 16305-R4 3of9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ProLAMTM Architectural Basic Wind Speed (Vut): Basic Wind Speed (Vaw): Deck (HVHZ): r L Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions.• Shingles shall be attached using either '4 Nail Pattem' or "6 Nail Pattem' detailed below. mH rrmomuw+.:.a oaro a wn..a f yr — r' rn O O O O O O O O O M O O O O O Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTM" Architectural Shingle 6 Nail Pattern ATL13002 4 FL 16305-114 Page 4 of 9 This evaluation reportis provided'for'State of Florida product approval under Rule 61G20-3. The manufacturer shall no" CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pinnacle® Pristine & Basic Wind Speed (Vwt): Max. 194 mph StonmMaster® Shake Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or '6 Nail Pattern' detailed below. aarrew e. 00000 Irs OOOG C7 OCv JOC W O O O O Ot-5 r C C = G r ri 1 171 r_ - i snP P Figure S. Pinnacle® Pristine and StortnMasterO Shake 4 Nail Pattern (Non-HVHZ only) wiw Meer r M N ILm. O O O O. Q O O O Inc• Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern 13002A FL 16305-R4 Page 6 of 9 This evaluation report Is ,plo4idedYor State of Florida product approval under Rule 61G203.: The manufacturer shall notify CREEK Technical Servioes, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMasterO Slate Basic Wind Speed (Vw): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Mai. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Patten' detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern* or'6 Nail Pattern" detailed below. 4-~ i 8I i Figure 7. StormMaster® Slate 4 Nail Pattern Figure a. StornnMaster® Slate 6 Nail Pattem ATL13002 4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3; The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V„n): Basic Wind Speed (Va:d): Deck (HVHZ): i.wr r Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below: Lr y- f 1lµL1/!'ih a4d nA d rl 6• Figure 9. Pro -Cut® Starter Strip FL 16305-R4 7of0 This evaluation report is.proaided for State of Florida product approval under Rule 61G20-3:. The manufacturer shall notifyCREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty. installation. recommended use. or other product attributes that are not specifically addressed herein. C R E K ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V,ea: Max. 194 mph Basic Wind Speed (V,w): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in -plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure In accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12" 12 ga. 1-1/2" ring I r shank nail Figure 10. Pro -Cut® Hip & Ridge ATL13002 4 FL 16305-R4 Page a of 9• This evaluation report is provided for State of Florida product approval under Rule 61G20-3:. The manuteeturer shall nottfy CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.. This evaluation report does not express nor Imply warranty, Installation. recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICF-s, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation.. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements.• 3) The mean roof height shall be restricted to a maximum 33 It in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-11 or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners In the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 50i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. RA9j . No 74021 : S STATE 'OF 64. Fs4 O R till` 9S i /ONA10 „ " o-cw cif-jk T1nu ne IuneOCYnFYCP 2015.06.2 912:55:48 041 1 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated. or controlled by any company manufacturing or distrlbutng products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 _ Page 9 of 9 Thia,evaliretion, report ie.p owded•tor•Stale rft Florida produQlaM.0, 11 iA er Bute 81G20.9 The mamrtatxluersha0 CREEK Tectirilcal Sefvlbes tlC:of• any.prodrict ;drartgea or.quatigr: asstxanoa•ctianges ttuoughout the durat[o for;vrHch this !spoil is valid. This evaluation report does nofexpress nar.Imply warranty,Install reoomrriended use;,or oUler,prgdtlet.sittribiites That are not specifically addressed herein. Florida Building Code Online 0,uj Me---5 Page 1 of 1Uncker Business & Professional Regulation PoWm3mllycd eas Monte I lop th I user Iteptstration 1 not Topic I subnal surcharge I sit a Fact I pubaca arts I FaC Staff I bias Ste pap I links I search I Busl!nesProfir I product Approval essi USEa: wbuc user Regulation ypoviepM,lypg a y aptlarailrnl IJFt' Search Criteria Code Version 2014 FLU 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other w..rw. _ w wuseawwe ALL aawra.n •acw E T oa Manufacturer Validated By swim FL15216-112 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Catepory: Roofing 9S4) 772-6224 Subcategory: Undedayments Mpre!rb a D6Pa_ ApP!oW6 ey uerrr wa .eao.o• ..u•w ..r ..t rC.n ra ;.. phone, e511497.1A21 The State of Florida is an ANEEO errtoVer. Cft. sal r 1"SwWar nwm;L :: Privacy Slaternew :: •dnN 5'n ^+.^M :: 8L6100.9d>C l Under Flarlda law, emes ailaddressarepublic records. a you ao not want your e-maresponse ll address (dosedtorespoetoapubllcremrOs request, do not send clad a, Ic mad to this entlly. Instead, o» the office by phone or by traditional mall. It you have ashy 4uesWM please owma 1150.467.119S. 'pursuers to season 4sS.2MI1, fiords Statutes, affeGMe October 1. 2012. acaeees housednt under Chapter 4SS, F.S. must provide the Oeparbnewith an arnoa adores r they have one. The emalb provided may be used for official cc 1 Roacation with the licenses. However eaa ar addresses e public record. V you do not wish to sumo a personal address, passe prohrl0e the OeparMWd with an mhae address which can be nude ava9atia to the public To decerrulne It you are a Itcensee under Chapter 455. F.S., passe Nor per. Produss AOpi evd Ao; apts: WOWN Credit r arm SAFE https://www.floridabuilding. org/ pr/pr_appjst.aspx 7/20/2015 Florida Building Code Online Page 1 of 2 Business & ProfessionalRegulation a- 1 dre-s— - d eas Home I hag In I user ftegftbanoa I Hot TOO" I Bus' Pro#I I Product Approval llSEl: Public User Regulation sufuNt Surcharge I sum a Facts I PuMicafto I FBC Staff I a= stet Nap I Unb I Search I woom .a a. s APPIlagar0016e FL # FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupasQinterwrap.com Authorized Signature Eduardo Lozano elozanoointerwrap.com Technical Representative Eduardo Lozano Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevlch, PE i Validation Checklist - Hardcopy Received Certificate of Independence at I5 16 R2 C.at 201S 01 COI Nleminen.ndf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1S07.9.5 TIS07.8 https://www.floridabuilding.orglprlpr app_dtl.aspx?param=w('EVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/201S Date Validated 04/29/201S Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Sitrennii* of Products FL 8 Model, Number or Name Description - IS216.1 RhinoRoof Underlayments Synthetic roof underlayments Umits of Use Installation Instructions Approved for use in HVHZ: No fLS216 R2 It 2015 04 FLt4AL ER INTE%WRAP RHINARODf FL15216- 7R ..odf Verified By: Robert Nieminen PE-S9166 Created by Independent Third Party: Yes Evalustion.Reports FLI 16 R2 AE 201S 04 FINAL' ER INTERWRAP RHINAR66F'fU5216- Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See ER Section 5 for Limits of Use. Created by Independent Third Party: Yes M. Grow- ASb•a82-182eL9tltiGlli . The State of fiorlda u sn M/EFO empbytr. .. : i :: R efundStallment Under Florida law, emad addresses are puo0c records. if you do not want your -mall address released In regwme to a pubik-reoads rapuest, do not tend electronic mA to this ent4y. Instead. Contact tiro ortke try pltarro or by badnlontl mass. tt you have am ouaatbrrs, please Conttd BSO.a82.1395. '(-punt to Se4bn a55225(1), panda Suntutes, enedt" t dWw 1. 2012, licensees kensed under chapter 4S5, Fs. nod;t provide theOepsneterrt with an emall aa0ras If they nova Wr ,, The emaas prwl0ed may In used tar of klal aommWetrdn ash the ken3e6 lbwaver ema8 adoresaes am ptrbtk nemrd. If you do not wish to supper a peraatal address, please provide DW IDeoigtj W with'sn jaW a@NMS when an tea trade AvAlA tea ra the PUtOr_ To determine U you are a Iltansee underchapterAS;. F,S., please dirk btij; Product Approval ACCepMt Mmom Credit (7:,rdi SAFE https://www.11oridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 QIT INITY I ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization g9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140S10.02.12-R2 32923 Mission Way FLiS216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`' Edition (2014) Florida Building Code sections noted herein. DEscraPnON: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cyde. AownsEMENr. The Evaluation Report number preceded by the words 'Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INsPECnoN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 no tedmte "M appnrktt was authorha0 by Robert Kkmb c% pE. on 0e/27/2015: fib don not anw n anetearodoib stead downeft Sitined, seated hardooples hew been ttaumlttad to the Pm&ax Approal AdmWgeator attd to the aenwd dknt CEmrRCAnON of INDEP6 mma: 1. Trinity IERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. TTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sealon Properties Standard Year 1507.23,1507-S3, T1SO7.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.83,1507.9.3,1507.95 on Heating 1507.23,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Uquld Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination ReferenceDate ITS 071509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST3509) Physical Properties 100539395CDQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM 0226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in.various other sizes. S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinttyjERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. SA RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles simulated Slate RhinoRoof U20 F Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Undedayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Undedayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.32-R2 Cerdficate of Authorizadon H9503 FLJLS216-RI Revision 2: 04/27/2015 Page 2 of 3 QOTRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. S :11111110.066 "U120:. 6.4.1 fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 14nch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinkle laver: Roof Slope > 4:32: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 DdAiblp!ayer:2:12<ttoofSlooe<4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILoiNG PERMfT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 CIA requirements. 9. QuAUTY AssuRANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and 0esign, LLC. Evaluation Report 140510.02.12-R2 Cer0 icol a ojAuthoruoNon #9503 RIS216*2 Revision 2 04/27/2015 Page 3 of 3 EXTERIOR RESEARCH & DESIGN, I.I.C. Certif)cote of Authorization #9503 TRINITY I ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478478 PHONE: (203) 262-924S FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140SIO.02.12-R2 32923 Mission Way ' FLILS216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5Th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 natnu„y yt+t.:tF ati L Thernalmile seal appearing was audwrited by Robert Membe1% kM P' pF. on oeMI203S. Thb don not nave as an alecawaDr a4nedsritrssPdoamant.9{ned,waled rardooptes have been ammlmd to tM ProductApproval Admh&trator and to the iemad apem CFJMFXAnON OF INDEPENDENCE: 1. Trinity(ERD does not have, not does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVAWATION: 1. SCOPE: Product Category: Roofing - Sub -Category: Underlayment Compliance Statement: RhinoRoof Undedayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1S07.23,1S07.53, 71507.& Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.83,1507.93,1507.93 on Heating 1S07.23,1507.5.3,1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1SO7.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference, pate ITS (TST3509) Physical Properties 100539395COQ4DO6 10/27/2011 iTS (WiS09) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ4006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 12/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U201s a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226, Type 1 or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMiTATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2. 5.3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop Rhinoltoof Underlayments are follows: TAw 1: RooF Covet OPnoNs Underlayment AsphaltWood Shingles Nall -On Tite Foam -On Tile Metal Shakes 8 Shingles Slate or Simulated Slate ' RhinoRoof U26 Yes No IJ No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or It or 04869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 CerdflcoM Of Authorlrodon a9SO3 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 QOTRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. RhlnoRoof U20•. 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sle'tde lever. Roof Sldoe > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 44nches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. when batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Doub •Laver 2.12'< Roof Skme <4A2 End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for Information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVAWATION REPORT - Exterior Research and Design. U.C. Evaluation Report 140S10.02.12-R2 Ce"Cote of Authorlrotion #9503 FUS21642 Revision 2: 04/27/201S Page 3 of 3 02/11/2015 13.41 U0 P.0021004 MIAM MIAMI-DADS COUNTY m PRODUCT CONTROL SECTION DEPART&OW OF REOULATORV AND BCONOMIC RRSOURCES (RER) I I M SW 26 Sueet. Room lot HOARD AND CODB ADMIMBTRATION DIVIMON Miami. Florida 33175.2474 NOTICE OF ACCEPTANCE (NOA) T(7t6)3'1-2390P(986)313.2s99 Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jaelrsoovllle, FL 32218 Soon: This NOA is being issued under the applicable rules and regulations governing the use of Construction materials. ThedocumentationsubmittedhasbeenreviewedandacceptedbyMiaml-Dade County RER -Product Control Section to beusedinMiamiDadeCountyandotherAreaswhereallowedbytheAuthorityHavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County product Control SectioninMiamiDadeCounty) and/or the AHJ (in Areas other than Miami Dade County) reserve the right to have thisproductormaterialtestedforqualityassurancepulpom. If this product or material fails to perform in the acceptedmanner. the manufacturer will Incur the expense Of such testing and the AM may immediately revoloe, modify orsuspendtheuseofsuchproductormaterialwithinChairjurisdiction. RER reserves the right to revoke this acceptance, if it fa determined try Miami County product Control Section that this product or material fails to meet therequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the Florida Building Codeincluding; the High Velocity Hurricane Zone of the Florida Building Code. DESCRIIITION: Weatter Vent I.ABZLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and followingstatement: "Miami -Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered aft a renewal application has been filed and there has been no changeintheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct. T>sRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any sectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEM104T: The NOA number preceded by the words Miami -Dade County. Florida, and followed by theexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed. then it shall be doneinitsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaetttrtr or Its dimibutors andshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. C011ao. R.A. 4 •(0k-&--0 NOA No.: 13-0814.08 Expiration Date: 04/IS/19 Approval Date: 01/23/14 Page 1 of 3 0211112015 13:42 M P.0031004 ROOFING AsS M®LY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR WE"M BY APPLICANT: hunnikettired by Teat Product Anolkant Dimensions 91)WHICAti,01114 DewAQIio9 Weather Vent vent: 4- K" x 19" x 46' TAS 100 Galvanized metal roof vent Deck Flange: 24" x 521, Thickness: 0.0217 inch. m4mrACI'iJ1tlP1G LOCATION 1. Jacksonville, FL EVi zNCE SUBMITTED Ted AffanCr Tat Identifier Test Name/1 MIN"ll Date m Asphalt Technologies, Inc. TAS 100 SEM-002.02-01 08/14/03 ICC-ES AC132 SEM-027.02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: wood Deck Deaeription: "/n" or greater plywood or wood plank - - - - - - - - _ - -- System Type A: Mechanical attachment of vent for shingle roofs Cutout: d.tcnefbialigned minimum rigeSet bladeothikness osheathing and cut opening.Brush my sawdust and debris. Installation: Vents should be evenly spaced on the roar slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-%" galvanized ring shank roofing nails spaced approx g" o.c. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 134814.08 Expiration Data: 041IM9 Approval Date: 01/13/14 Pap 2 of 3 a r 021111201S 13:43 fAX) P.004/004 LIMITATIONS: 1. Refer to applicable building code for requited ventilation. 2. Weather Vent shall comply with the menufaeturces current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. S. All products listed herein shall have s quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or Idandflable marking of the manufaetutees name or logo. city. state. and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-2288 Documented Construction Value: S 2, 750. 00 Job Address: 333 MISTY GROVE LN (Lot 271) Historic District: Yes No x Parcel ID: 27-19-30-506-0000-2710 Residential Commercial Q Type of Work: New El Addition Alteration Repair Demo Change of Use[] Move Description Of Work: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage(18 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittino@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Name Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OIL N ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sliall be inscribed with the (tale of application and the code ill effect as of flint date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A- . % NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from otheP governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 012 signature of O%vncr/Agent Date signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Pria(_Contractor/Agent's Name MY COMMISSION # FF 0665W EXPIRES: February 26, 2018 mead TAru Notan Public Underwrltere l? Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: [:'IRE BUILDING: COMMENTS: /of JVW /'? Revised: Junc 30. 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: Bldg. Permit #17-2288 Documented Construction Value: $ 825.00 Job Address: 333 MISTY GROVE LN (Lot 271) Historic District: Yes No Parcel ID: 27-19-30-506-0000-2710 Residential Commercial Q Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Name Property Owner Information Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENI)641 UtR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FI3C 105.3 Shall he inscribed with the (title of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. 1,s117. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print. tractor/Agent's Name C 1? Signature of Notary -State of Florida Date t natureg a Mccuuooh+eY •" MY COMMISSION p FF 066550 EXPIRES: February 26, 2018 vended n, Notary Public Underatters Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: 1:1RE: 72. BUILDING: COMMENTS: Awlt_r*A4Q Revised: June 30, 2015 Permit Application DATE: M z Uz 20 / 7 — BUSINESS/PROJECT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 PERMIT NUMBER: 17- alA D to ADDRESS: 1 Y 14— Nz— CONTACT NAME: M 1 1 C PHONE d PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O FIRE ALARM [ ] FIRE SPRINKLER [ J HOOD [ ]PAINT BOOTH [ ]TANK TOTAL FEES: 4. CITY OF SANFORD BUILDING & FIRE PREVENTION F D PERMIT APPLICATION Bldg. Permit #17-2289 Application No: Documented Construction Value: S 2, 750. 00 Job Address: 337 MISTY GROVE LN (Lot 272) Historic District: Yes No 0 Parcel ID: 27-19-30-506-0000-2720 Residential Commercial Q Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-01, above finished floor in the garage(17 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittingowavnefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Wayne Automatic Fire Sprinklers, Inc NamePhone:407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/ Engineer Information Name: NSA Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE. RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER1,91i',AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to,do (lie work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. f BC10i.3 Shall be inscribed with the date of application and the code ill effect as of that elate: i't' lidition (2014) Florida Building Code Revised: kale 30, 2015 Permit Application F NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation "fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 12Jtd t -7Signatureof0%%mer/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Priat.Coetractor/Agent's Name 1111? k----o----- RUTH A. MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 Bonded Ttinr Notary Publk Underwrtiters Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Mitt. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application A .. CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Bldg. Permit #17-2289 Documented Construction Value: S 825.00 Job Address: 337 MISTY GROVE LN (Lot 272) Historic District: Yes No FAI Parcel ID: 27-19-30-506-0000-2720 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Platt Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Name Property Owner Information Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Name: N/A Sheet: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: _ Fax: E-mail: Mortgage Lender: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE -BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE'I&OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. A Application is hereby made to obtain a permit ib d6 the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the (late of application and the code ill effect as of that date: i" Edition (2014) rlorida Building Code Revised: June 30, 2015 Perini( Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at tite time of permit submittal. A copy of (lie executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A5e witto. Signature of Contractor/Agent Date Robert Dewar Print Contractor/Agent's Name I I tie o A MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 6ortded TAN Notary Public Underwriters Contractor/ Agent is " Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WAS"fE WATER: IRE: ft BUILDING: COMMENTS: 4"ma 7 Revised June 30. 20 15 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 ofte+ 17X DATE: u/ 7 PERMIT NUMBER: 17- BUSINESS/PROJECT NAME: ADDRESS: 7; 43 1) m cs CONTACT NAME: e e- /PHONE 27110 PLAN REVIEW INFORMATION J CONSTRUCTION [ ]C/O FIRE ALARM [ ] FIRE SPRINKLER ( J HOOD ( ]PAINT BOOTH [ ]TANK TOTAL FEES: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2290 Application No: Documented Construction Value: S 2, 750.00 Job Address: 341 MISTY GROVE LN (Lot 273) ParcellD: 27-19-30-506-0000-2730 Type of Work: NewEl Addition Alteration Historic District: Yes No x Residential Commercial Q Repair Demo Change of Usc Move Description of Work:Install a 13D overhead fire sprinkler system starting at 11-011 above finished floor in the garage(20 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Name Phone: Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: 407- 798-7598 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SI-PE BEN.ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT11 YOUR LENDER,4i)R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit 1o.do Ife'work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.51' Edition (2014) Florida Building Code Revised: June 30, 2015 Pcrmit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered (lie estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and -zoning. Signature of 0%%mer/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Print Contractor/Agent's Name CI141(0 gnature o Not S ate of Flonda Date i';y4 RUTH A MCCULLOCH MY COMMISSION q FF 066550 EXPIRES: February 28, 2018 qR onded Titru Hou Public UndatwtU rsOwner/Agent is Personally Known to Me or Contractor/Ag Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No' Bldg. Permit #17-2290 Documented Construction Value: S 825.00 Job Address: 341 MISTY GROVE LN (Lot 273) Historic District: Yes El No Parcel ID: 27-19-30-506-0000-2730 Residential Commercial Q Type of Work: NewEl Addition Alteration Repait• Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by oth?rC Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Add Tess: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. • "'' Application is hereby made to obtain a permit 0datfie workand installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC I Oi.3 Shall be inscribed with the date of application and the code in effect as of Utat date: iih Edition (2014) Florida Building Code Revised: laic 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0%%wr/Agent Date AP2K, - - — Signature of Contractor/Agent bate Robert Dewar Print Omer/Agent's Name Print Contractor/Agent's Name r Signature of Notary -State of Florida Date Si w oOEMM P r.—Noc,-L&I - t RUTH A. MCCULL OW MY COMMISSION #1 FF 066550 EXPIRES: Febtuery28,2018 Bonded TMu Naury Publlo Undetwd" Owner/ Agent is Personally Known to Me or Contractor/Agent is " Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW [ S FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of I -leads APPROVALS: ZONING: UTI LITI ES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: OXI BUILDING: COMMENTS: Itzob1/447 Revised: June 30, 2015 Permit Application DATE: 121 / / 20rl 7 BUSINESS/ PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION r FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 ul- vjl PERMIT NUMBER: 17- ajo I PHONE( d PLAN REVIEW INFORMATION J CONSTRUCTION [ ]C/O OEE ALARM [ J FIRE SPRINKLER [)HOOD [ ]PAINT BOOTH [ ]TANK r. oc TOTAL FEES: 4. 9 CITY OF SANFORD 110t ' lose BUILDING & FIRE PREVENTION F .D PERMIT APPLICATION Bldg. Permit #17-2291 Application No: Documented Construction Value: S 2, 750.00 Job Address: 345 MISTY GROVE LN (Lot 274) Historic District: Yes No x Parcel ID: 27-19-30-506-0000-2740 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Worlc• Install a 13D overhead fire sprinkler system starting at 1' -0" above finished floor in the garage(20 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittingOwavnefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 . City, State Zip: MAITLAND, FL 32751 Name Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/ A Fax: 407-656-8026 State License No.: FPC14 - 000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN,QER*OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit td do`tl awork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with Ilse dale of applicalion and the code in effect as of tl at date: i°i Edition (2014) Florida Building Code Revised: lunc 30, 2015 Pcrmit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at (lie time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date A!e I JA,[L-) Signature of Contractor/Agent Date Robert Dewar Print O%mcr/Agent's Name Contractor/Agent's Name ZA- h C Signature of Notary -State of Florida Date tgnature of Notary -Star r"M1''4,hs RUTHAMCCULLOCH J MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 601141011 Thor Notrry public Underwrlurt Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of pleads APPROVALS: ZONING: ENGINEERING: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures , Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: COMMENTS: 12. v. lip /, Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit 417-2291 Documented Construction Value: S 825.00 Job Address: 345 MISTY GROVE LN (Lot 274) Historic District: Yes No Q. Parcel ID: 27-19-30-506-0000-2740 Rcsidetttial Commercial 0 Type of Work: New El Addition Alteration Repair• Dcmo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone• 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO'OBTAINFINANCING, CONSULT WITH YOUR LENDER -,OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. , : A+. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and -zoning. 00rk .il1 -7 SignatureofO%kmer/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name h 0 r. Signature of Notary -State of Florida Date ature i 1 RUTH a MCCULLOCH MY COMMISSION # FF 0665WW P c EXPIRES: February 26, 2018 Gt' Bonded Thru NOWY Public UnderWIM Owner/ Agent is Personally Known to Me or Contractor/Agent is " Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of I -leads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: X 1101 • W+47 BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 DATE: (/ u/ 7` PERMIT NUMBER: 17- BUSINESS/PROJECT NAME: `O r ADDRESS: - Q4' m ,S CONTACT NAME: 1 \ e 'PHONE O 7 -'-0'&z PLAN REVIEW INFORMATION J CONSTRUCTION [ ]C/O FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK TOTAL FEES: (I Q,r Job Address: 349 MISTY GROVE LN CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-2292 Documented Construction Value: $ 2, 750.00 Lot 275) Historic District• Yes N x Parcel ID: 27-19-30-506-0000-2750 O Reside t' 1 x Type of Work: New El Addition n to Commercial Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage(17 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: Permitting@wavnefire com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Phone: Resident of property? : Contractor Information Name Wayne Automatic. Fire Sprinklers, Inc Ph 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Ad d ress: one. Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER'.O•R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. ,a • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F13C 105.3 Sball be inscribed with the date of application and the code in effect as of that date: in' Edition (2014) Florida Building Code Revised: June 30.201 3 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and -zoning. Signature of Owner/Agent Date Signature ofContractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Pr i ctor/Agent's Name I ll 7C'. of otary-State of Florida Date S:i s y"j,: RUTH A. MCCULLOCH MY COMMISSION # FF 088550 EXPIRES: February 26, 2018 gondod Thru Notary Public Undemurs Contractor/Agar or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes Non WASTE WATER: FIRE: BUILDING: IJIL' y•1i Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No' Bldg. Permit #17-2292 Documented Construction Value: $ 825.00 Job Address: 349 MISTY GROVE LN (Lot 275) Historic District: Yes No x Parcel ID: 27-19-30-506-0000-2750 Residential Commercial Q Type of Work: New ID Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN -STE •200 City, State Zip: MAITLAND, FL 32751 Name Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE:BEV.ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER',OR,.AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. ...• tR, • s' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the (late of application and the code in effect as of that date: 5"' Edition (2014) Flot•ida Building Code Revised: June 30. 20 1S Pennu Application f NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ee 1.-Q II ISignatureof0%vner/Agent Date Signature ofContracto-777gent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name n.o Nomry-S tme.frlo nda D.tc o wRUTHA.M000LLOCH A MY COMMISSION q FF 066550 o: EXPIRES: February 26, 2018 Bonded Thru NOW Public UndeWters Cont gem Is ersona y mown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Willill" p 7 Revised. June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION DATE:7,, BUSINESS/PROJECT NAME: o r FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 73 PERMIT NUMBER: 17- ADDRESS: M % E'-_ 44= 4E!— CONTACT NAME: 1 , o e- PHONECONTACT —'J oZ PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O FIRE ALAR [ ] FIRE SPRINKLER [ J HOOD [ ]PAINT BOOTH [ ]TANK r aC TOTAL FEES: 4. QL b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2293 Application No: Documented Construction Value: S 2, 750.00 Job Address: 353 MISTY GROVE LN (Lot 276) Historic District: Yes No [] Parcel ID: 27-19-30-506-0000-2760 Residential Commercial QTypeofWork: New El Addition Alteration Repair Demo Change of Use Move Description of Work:Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage(18 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: Permittinq@wa)enefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32753. Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc 407-798-7598Phone: Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail• Mortgage Lender: Add Tess: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFO,I&THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER O,R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is liereby made to obtain a permit t6 do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FI3C 105.3 Shall be inscribed will, the date of application and the code in effect as of that date: 5°i Cdilion (2014) Florida Building Code Revised: June 30. 2013 Permit Application Q NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation "fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. zA', t'I Signature Of Owner/Agent Date Signature of Contractor/Agent Date ! Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name 1417 nnatur — Date Et• • ` , RUTHA MCCULLOCH MY COMMISSION # FF 066,WO.- I" P, to EXPIRES: February 26. 20181t9ondar! Thru Note Public Underwriters Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: of I -leads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 171RE: it BUILDING: COMMENTS: 12%WOV Revised: June 30. 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No' Bldg. Permit #17-2293 Documented Construction Value: S 825.00 Job Address: 353 MISTY GROVE LN (Lot 276) Historic District: Yes No 0 Parcel ID: 27-19-30-506-0000-2760 Residential Commercial El Type of Work: New ID Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: project Manager Phone: 407-877-5582 Fax: ' 407-656-8026 Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Email: permittingowaynefire.com Property Owner Information Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc 407-798-7598 Name Phone: Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 eState License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN.DfR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i11 P 4• L Application is hereby made to obtain a perntit'to'do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati fig construction in this jurisdiction. I understand that a separate perntit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FIIC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5'^ Edition (2014) Florida Iluilding Code Revised June 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. _ Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of pert -nit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation "fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0wrier/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of I D Wit 17 Signature of Notary -State of F o i T2YaI•. RUTHA.M000LLOCH AMY COMMISSION # FF 066550 yvo i EXPIRES: February 26, 2018 tt. 6ondod TAN Notary Pu0110 Undantiftra Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: COMMENTS: IAiiii-11.0 Revised. June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES FAX: 407.688.5152 DATE: / ,/ 17 PERMIT NUMBER: 17- ag } ` BUSINESS/PROJECT NAME: ADDRESS: 7;,c 2 m " S CONTACT NAME: 1 1 ' Ce-C / PHONE O 7 -'J PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK TOTAL FEES: 4. QLr RE: Thornbrooke TH (Lots 271-276) Date: 333, 337, 341, 345, 349, 353 Misty Grove Lane SEM/NOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs 01 /03/17 I hereby name and appoint: Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Dewar State License Number: FPC14-000057 Signature of License Holder: STATE OF FLORIDA COUNTY OF ORANGE 12/31/17 The foregoing instrument was acknowledged before me this 3rd day of January 20 17 , by Robert Dewar who is M personally known to me or O who has produced as identification and who did (did not) take an oath. RUTH h MCCULKICH MY COMMISSION # FF t1G6650r EXPIRES: February 2.6, 2018 bonded TAtu'NoMy Public UOde Ahem Notary Seal) Ruth A. McCulloch Print or type Notary name Notary Public - State of Florida Commission No. FF066550 My Commission Expires: 02/26/18 Parcel ID Number: --19-30-'Sob-0000-1'1 / 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 J Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER OK 8960 Ps 1463 (1P9s) CLERK'S 4 2017075943 RECORDED 07/27/2017 10:01.;53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT 3l I Legal Description : Thornbrooke Phase 6—', according to the plat thereof, as recorded in Plat Book_f l Pagel&f the public records of Seminole County, Florida. ; Addresses : 3 33 f'l "09 E-*- -.c-- _ Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name 'Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 11. Date Signed : i i Signature of Owner's Agent Sworn to and subscribed before me this by John Asa Wright A Clark My c mblicmNotaryumission expires: 6/27/19rpyttt Mt;l far r ` ! Serial No. FF 209108 ZrOv' Vlp t; ttn?Jof Q q C,. t qoE'.1, Rci4' tau C M c i• . Ain Asa Wright Taylor Morrison of Florida In 19 ILA 0010 Analltowntomfrun 1Y } lure: Notary seal: SSXRFORD Building t& Fire Prevention Division FIRE OEPARTMENT Residential Permit Card PERMIT NO. I ISSUP PAT : I • • CONTRACTOR: I lor o •'OA OR ADDRESS:33 *6 m i !s y Orwz • m TYPB OF WORK: is / tc aw 20&ft4wAeoL Post this permit in a conspicuous location outside Approved plans must be posted with permit for Inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INSPECTION ITPF• APPROVED R&A.7160 INCPEC70R ELECTRICAL INSPECTION TYPE- APPROVED REIEC7E0 INSPECTOR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWAI.I. FOOTER/SLAB STEEL BOND I'ORMIIOARD SURVEY T.U.G / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM F.I.ECfRIC FINAL si•IEATi IING - ROOF MECHANICAL I WEC.I'lON rTPE APPROVED REl£C7T.D /N.1PF.Cr01TSHEATHING - WALLS FRAME MECHANICAL ROUGH NSIJI.ATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING INSAVIrlaNTYPIF APPROVED Rr'irrlrn IN-WEMrTRLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS NSPf.CTICTNTYPr•' APPROVED RFJECTED INSPECTORROOF Insr£CnnN7rrF APPROVED REIECTffi1 INSPEX17OR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS l.NSPF.CTlUN. APPROVED RFJfiC7FD INSPECTOR 1A!P14.•(7I01v TYPE AYPRIATIJ RAJr.Y'RJl /NSPE'C7UR FINAI. DEMO FINAL DOOR FINAL SOLAR PANELS FINAL WINDOW FINAI. POOL SCRIMN FINAI, SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING (OTHER) MOBILE HOME TIE -DOWN MOR11,11 HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE IN ADDITION TO THE REQUIREMENTS OF TI [IS PERMIT. THERE MAYBE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY TIIAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRIL'7'S. STATE AGENCIES OR FEDERAL AGENCIES FBC 105.3.1 RE VISILD: A-r7 Iapetli- LMe: 407.792AO69 w OSS.5/1.1112 Parcel ID Number: ?I,19-30-fet-0000--214'0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8960 P9 1462 (1P9s) CLERK'S : 2017075942 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT 9?9% - Legal Description : Thornbrooke Phase S according to the plat thereof, as recorded in Plat Book/ Page f the public records of Seminole County, Florida. Addresses : 3 I Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : /7 Signature of Owner's Agent: r aylor n Asa Wright Morrison of Florida I;;p Sworn to and subscribed before me this by John Asa Wright wl is -sot y known to me. p," uoN9C1 Q\ S6\ ya 0!` Notary Public DA Clark 1p,1i 0!'' ycoeu ,4`J• My commission expires: 6/27119,01 "0v0` Serial No. FF 20910 Ep C INC`Y1 O 'a``„ w= g ry Signature: * nr seal: SEA O t nLL • CITY OF SANFORD FIRE DEPARTMENT Building & Fire Prevention Division Residential Permit Card PERMITNO. 1740 4119 ISSUE. DATE: 1 • CONTRACTOR: JOB ADDRESS: TYPE OF WORK: 0SO Post this permit in a conspicuous location outside A roved Ions must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INSrFCTIOX Tyr).., AMwOPF11 ELF.CI'RICAL Oly TYPF APPROvfiO RrikCl/71 lA:crr FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRf POWER SLAB / MONO-SLAII ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING -ROOF MECHANICAL 1MV'E1.71OV ITPE APPROVED RrIE(11E0 "kz70RSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING INSPECTION TYPE APPROWED MEMO INSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAI. FINAL SFR GAS INSPECTIONS WSPECrmv"PE APPItOPr.'0 REII.r,TFO INSPF.CMRROOF INSPECTION API-ROS I) Nl7EflED IN.ti11EY70R GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS IN!TP.0101V rYPE APPROPF.O RFJFCIEO AY.PE('/OR /NS'r!.'f7lO.V 171l.' ArrR01'r,7 11lJE(w.'0 1AINTRrAw FINAL DEMO FINAL DOOR FINAI. SOLAR PANELS FINAL WINDOW FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING OTHER MOBILE IIOMIi TIE -DOWN MOBILE HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. IN ADDITION TO 711F. REQUIREMENTS OF THIS PERMIT. THERE MAY OF. ADDITIONAL RESTRICTIONS APPLICABLE TO TIIIS PROPERTY THAT MAY BE FOUND IN TIIE PUBLIC RECORDS OF THIS COUNTY. AND THERE MAYBE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBC105 ).) REVISED: 4.17 Impeetan Liao: 407.791.6069 at 1155444.1111 Parcel ID Number OW-.19-30-.SDG -0000- 373 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. I I11111 I1111 IIIII 11111 IIII! Itlll IIII I111 GRANT MALOY. SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER SK 8960 P9 1461 (1P9s) CLERK'S 4 2017075941 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT 271 Legal Description: Thornbrooke Phase i& according to the plat thereof, as recorded in Plat Book/ Page G W the public records of Seminole County, Florida. Addresses : 3C/1 C rw•e. (-Q 0-4, Sanford FL i 2. General description of improvements: Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. . 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER -THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORk OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Sighed : ZSza Signature of Owner's Agent: i J i Asa Wright I aylor Morrison of Florida liG Sworn to and subscribed before me this by John Asa Wrightwl i ersonally known to me. , Notary Public DA Clark ,,?LAtr- My commission expires- j/?{VO-`(CGLW S y Kk,?' '- S 1 No FF 209 cc'' ' ,'V , , to 'y Signature: "erg, a ary seal: era 1P ' ' c IV' `, ? U „.. r Er O t1p Apr Ott ?Vr Cat Rt • C4 V•' Qw AVL IY OF SXNFORD FIRE DEPARTMENT PERMIT NO. / 47W 2 all o ISSUE CONTRACTOR: J ` r ILL- LL— JOB ADDRESS: '14 #If S,4ft TYPE OF WORK: Aeia S/ F- Building M& Fire Prevention Division Residential Permit Card Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved IPcrmilexpires6monthsfromdateofissueorlastapprovedinspection PROTECT FROM WEATHER BUILDING INSPEC170Y TYPE APPROVED REJECTED INSPFC7011 ELECTRICAL INSPECTION TVPF. APPROVED REJECTED INSPECTOR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAII / MONO -SLAB ELECTRIC ROI Ir11 LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL INSPECTMINTYPE APPROVED RVEMED INSPECTOR SHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING INSPF. CT70N TYPE APPROVED REJECTED INSPECTOR LATHINSPECTIONFINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWF,R INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS INSPECTION rYPP. APPROVED REJECTED INSPECTOR ROOFINSPECTION TYPE APPROVED REJECTED INSPFCTOR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INSPECTION TYPE. APPRUVFJ) RFJ£(.TFO INSPECTOR I'VIVA 110N TYPE APPROITI'l RFJ1.1(7FI1 IA:SPE'IT(NI FINAL DEMO FINAL DOOR FINAL SOLAR PANELS FINAL WINDOW FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING IFINAL BUILDING (OTHER) MOBILE HOME TIE -DOWN MOBILE HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT. THERE MAYBE ADDITIONAL. RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBCIOS 13 REVISED: 4.17 Impedien Line: 407.791ANg or 0333/1.3112 I IIIIII 111111111111111111111111111111111 Parcel ID Number:;?,19-30-Y0(o-0000-i1-0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT G COMPTROLLER BK E960 Pe 1460 (1P9s) CLERK'S 4 2017075940 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10- 00 RECORDED BY tsmith State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT ;,-, Legal Description : Thornbrooke Phase 5 according to the plat thereof, as recorded in Plat Book 91 Page.i&f the public records of Seminole County, Florida. Addresses : 3'15 /At'SV'e— L4.N,4-- Sanford FL j 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: _ l hit Asa Wright Taylor Morrison of Florida In CT' OF y4 9 n Sworn to and subscribed before me this by John Asa Wright w o ' p nally known to me. Notary Public DA Clark t p Q{1do, •u.uc yQ cN' My commission expires: 691 2/19AN" IuJ +.' gJ. " k vpt' Serial No. FIB 2091()$tr0 r\t'<10?N o ignature: #3crr1: C Co 0 t(t:0 • l', tr4 "$Alto vo-t tll l; a'S CITY OF If SkNFORD FIRE OEPARTMENr Building do Fire Prevention Division Residential Permit Card PERMITNO. 1.7' A a 9 J ISSUE DATE: / lot I CONTRACTOR: 1001- JOB ADDRESS: TYPE OF WORI Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Pcrmil expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING ON FVPF APPROVED RFJEC7ED JAIPFCrOR ELECTRICAL INS ET7 N rypF APPROVED )WEI.YEO INSPEC70R FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLA13 STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL 1NSPEC77ON 77PE APPROVED RFJECrED INSPEC70RSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING 1NFPhrllgw lTn:• APPROVED RFJFOED INSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIRFWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS N1'p!•C77UN %YPf. APPROVED REJECTFO dSCPBCTORROOF OnFECRONTTPI:' APPROVED RFJF.CMD 1NSPKMR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INSPECTION IVPE APPROVED JWMFJr INSPEC70R INSPFITION I rrK APPR0170 RFJEt.-1T:'11 INXPAW"M FINAI. DEMO FINAL DOOR FINAI, SOLAR PANELS FINAL WINDOW FINAI. POOL SCREEN FINAL SCREEN ROOM FINAL t1TILITY BUILDING FINAI, RUILDING OTHER MOBILE HOME TIE -DOWN MOBILE HOME FINAI. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT. THERE MAYBE ADDITIONAL- RES tRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERA MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FF.OERAL AGENCIES FBC1013 3 REVISED: 4•17 Inspe"No Une: 407.7f1.60/9 •r 1111.341.2111 Parcel ID Number:41.19-30-5.O(,0000-21 10 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY\ 8960 Pe 1459 (09s) CLERK' S A 2017075939 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT .7% S Legal Description : Thornbrooke Phase, according to the plat thereof, as recorded in Plat Book V Page(o ybf the public records of Seminole County, Florida. ti roue— L4 j_• Addresses : 3qq t''i 63 Af Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address • 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 1< 1 i7Signature of Owner's Agent: ,Or/>. _ Jo n Asa Wright 1 itylor Morrison of Florida Inc Sworn to and subscribed before me this by John Asa Wright who is Notary Public DA Clark ,.t\p1U {+. r', My commission expires: C/ 7/,JJ. t0u• ; rul•: Serial No. FF 20910 C.Ot' Q:°44 77t'. ` } ry Signature: rvq a ly known to me.s n dEN7: tnrEot IY OF SXNFORD FIRE OEPARIMENT PERMIT NO.42 A 9 x ISSUE CONTRACTOR: JOB ADDRESS: TYPE OF WORK: Building & Fire Prevention Division Residential Permit Card MONTS* f- a hac.h ot Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection TLeave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING VNPAMON rfpf .APPROYf.D RfjFCYF.D INSY-CrOR ELECTRICAL NSPffr7()N I7PP. APPROVED RFJl GT211 DISPF.CIDR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAI. SHEATHING - ROOF MECHANICAL WSPECIION Tyre APPROVED RF/EMD INSPECTORSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING INSPF.Cr/ON TrPE APPROVED R&ECrEO INSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL CF,WF,R INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS IN.SPFrTIDN rYPf. APPROVED RPJEC7ED INSPECTORROOF INSPEC770M 77PF. APPROVED RPJFCT£D msPFrnm - GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS 1N4rMrWMTTPf. APPROVED RFJEC760 111SPFrMfi ffinprCnOw7YP. APPROVFD ffjFc7FD /,V.TPj6r 1R FINAL DEMO FINAL DOOR FINAL SOLAR PANELS FINAL WINDOW FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING (OTHER) MOBILE HOME TIE -DOWN MOBILE HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, TIIERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY Be FOUND IN TIIE PUBLIC RECORDS OF THIS COUNTY. ANO THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC10S S S REVISED: 447 laepeaiae Lice: 407.791AN9 at aSSS41.2111 Parcel I D Number: X.y 19-30- SD G-0000- ';L7G0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BK 3960 P9 1458 QP9s) CLERK' S : 2017075938 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT o27y Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in l' age(0 f the public records of Seminole County, PlatBoo4Florida. Addresses : 353 / `—"' 'pv-(- Ca *--t- Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder : N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(•1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. If. Date Signed: S Signature of Owner's Agent: a J n Asa Wright aylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Wright wlto i p onally known to me. : 'h 16 Notary Public DA Clark QL`'sr> My commission expires: 6/27/1?v'%t ` Serial No. FF2091 0,8`,EO soo 170 t o1seal: o.tP c' i APR o`sSignature: stSy C n t1tAP 0 10 I<< am Y Of SX NFORD FIRE OEPAHTMENT Building & Fire Prevention Division Residential Permit Card PERMIT NO. • 4%41ft3 ISSUE DA'1't;: IQ-u. 740117CONTRACTOR: I i/I JOB ADDRESS: i m I• TYPE OF WORK: Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INS CTTO .TYPE APPROVED REJECTED INSPECTOR ELECTRICAL INF . C'1 O lY E •APPROVED REJELTEU INSPECTOR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL INSPECTION TYPE APPROVED RF-IECIED INSPECTOR SHEATHING - WALLS FRAME MECHANICAL ROUGII INSULATION ROUGH IN MECHANICAL FINAL DRYWALUSHEETROCK PLUMBING INCIf. CTK/N TYPE APPROVED W&ITED INSPEC•TOA LATHINSPECTIONFINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS INSPELTTON TYPE APPROVED REJECTED INSPECTOR ROOFINSPECTION TYPE APPROVED RE:/ECTFO I.vcPFcmR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INSPE( TN/N TYPF. APPROVE.•D RFIACTED INSPECTOR INSPECTION TYPE APPRIAFlo PrJECTED IN.TPAITUR FINAL DEMO FINAL DOOR FINAL SOLAR PANELS FINAL WINDOW FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING IFINAL BUILDING OTHER MOBILE HOME TIE -DOWN MOBILE HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE. THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO TIIE REQUIREMENTS OF THIS PERMIT. THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORUS OF THIS COUNTY, AND TIIERE MAYBE ADDITIONAL PERMITS REQUIRED FROM 01-HIER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBC105 1 1 REVISEO: 411 IeqwtOm Une: 407.197.6069 a 113514 1.311! VVWAMNE Automatic Fire Sprinklers, Inc. 222 Cepltol Court— Ocoee, Ft. 34761-3033 Pnone (407) OU4030 —1 "(407) ON4026 REVISED QUOTATION Alabama A-0457 Florida EF20001320 Georgia LVA205941 North Carolina 29611-SP-FA/LV South Carolina FAC.3385 M February 8.2017 Attn: Alex Madison Taylor Morrison 2600 Lake Lucien Drive, Suite 330 Maitland, FI.32751-7172 Fax #321-397-7251 RE: THORNEBROOKE FIRE LINE LAST NINE BUIDINGS PHASE 2 INCLUDEDS UNITS 190-197,198-202, 203-210, 211-218, 257-263, 264-270, 271-276, 241-248 & 249-256 SANFORD, FLORIDA FIRE SPRINKLER SYSTEM Wayne Automatic Fire Sprinklers, Inc. hereby submits an estimate for necessary labor and material to furnish and install: TYPE OF SYSTEM: Wayne Automatic Fire Sprinklers to supply nine (9) buildings with (65) units, with the underground feed mains to each unit. The fire systems backflows will not be supplied by Wayne Automatic Fire Sprinklers that cover nine (9) new buildings. Wayne Automatic Fire Sprinklers to provide approximately 3.100' of CPVC piping to I' above finished floor inside each unit. Owner to provide building corner pins for each building to allow for installation. Quote is based on one (1) permit per building. Sprinkler piping up pieces will be covered awaiting building starts. LAYOUT OF SYSTEM: Layout of system to be at Wayne Automatic Fire Sprinklers' discretion according to NFPA standards and local codes. UNDERGROUND SUPPLY PIPE: Underground supply pipe approximately 3,100 total feet to each building locations will be CPVC; it is included from the building riser locations on inside garages to backilow valve left by others on the building side of the street in the grass area. CITY WATER CONNECTION: Buyer to furnish city water connection from existing backflow to valve at each point of service. It is mutually agreed and understood that Wayne Automatic Fire Sprinklers is not to be held responsible for the adequacy or the quality of the water supply. WARRANTY & GUARANTEE: Wayne Automatic Fire Sprinklers will furnish all manufacturer's warranties and instructions, as -built drawings, and certificate of final inspection upon completion of work. Wayne Automatic Fire Sprinklers will provide a twelve-month guarantee covering defective equipment, materials, and workmanship. The guarantee is to start on the date equipment is placed in service. ADDENDUM TNORNBROOKE+IRELINES LAST NINE BUILDING"114ASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT B JOB SITE PREVIOUSLY SENT Taylor Morrison 3 Masher Authorising Addendum — Prdwslonal Services Ver. 4.24.14•FLORIDA February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida NOTE (Owner duties): As required by 4A.60.006 Florida Fire Prevention Code, NFPA 25 4-1.2 and NFPA 72 7-1.2, it is the Owner's responsibility to properly maintain the Fire Sprinkler and Fire Alarm System(s). To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Subcontractor, his agents and employees, from and against claims, damages, losses and expenses. including but not limited to attorney's fees, arising out of or resulting from all losses caused or contributed to by the Owner's failure to properly Test, Inspect and Maintain all fire protection system(s) in accordance with NFPA 25 and NFPA 72. Best regards, Carl McQuaig Sales Representative Cell 407-467-3165 carlm@waynefire.com YOUR ONE -STOP SAFETY SOLUTION TO INSTALLATION, INSPECTIONS, SERVICE AND MONITORING OF FIRE ALARMS, SECURITY AND FIRE PROTECTION SERVICES Wayne Automatic Fire Sprinklen, Inc. Locations: Ocoee 407-6S6-3030 Ft Myers 239-433-3030 Jacksonville 904-269-3030 Tampa 913-630-0303 Pompano 954-917-3030 North Carolina 704-782-3032 February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. EXCLUSIONS: The following are not Included. Priming or painting of backflows or pipe. Backflow Preventers by others. Building corner pins. Survey. Concrete pads. Any other fees other than fire departments. Chlorination or Testing. Certified As-Builts. Taps on existing fire lines. New Hydrants. De -watering. Cutting, repair or replacing asphalt/walks and curbs. City water connection. Water quality. Replacing sod, trees, shrubs, etc. Striping of parking spaces or roadways. PRICE BREAKDOWN: Underground Fire Mains/ to each unit location.........»....._............_ ............................... $68,500.00 Tie onto (S) existing backilow provided by others and run fire line into each unit. TERMS: Monthly invoices for Installation and material NOTE: This quotation is based upon drawings prepared by Wayne Automatic Fire Sprinklers, Inc. dated revised November 30, 2015. Wayne Automatic Fire Sprinklers reserves the right to require final contract documents and all necessary CAD disks needed to draw the fin: protection system. No costs for these documents/disks have been included in this quotation. Any such costs will be incurred by the General Contractor. NOTE: Pricing on this quotation 1s valid for a period of thirty (30) days from the time the quotation is accepted. Materials purchased for the project after the thirty (30) day period has expired are subject to price adjustments that reflect increases in the current cost of such materials. Such material price adjustments will increase the contract sum and be processed by means of a contract change order. This proposal may be withdrawn by Wayne Automatic Fire Sprinklers if not accepted within thirty (30) days, or if a contract agreeable to both parties cannot be negotiated. NOTE: Important Informadon with Regards to Your CPVC Fire Sprinkler System Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Please review the web -site for Lubrizol FGG/BM Compatible Program. WWW.SYSTEMCOMPATIBLE.COM ADDENDUM THORNBROOKE-FIRELINES LAST NINE SUILDINGS-PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBITA SCOPEXONTRACT PRICEISCHEDULE Job No.: H.0160.16611100.009000.320100.10 Commitment 320100 Taylor Morrison's Representative: Bdan Dalrymple Contractor' s Representative: Carl McQuala Consultant shall provide the following services for the Project (the 'Services'): per Your Proposal dated February B. 2017. The Services related to this Addendum shall be completed during the following time frames: Feb.8.2017-Mar.30.2017. The Approved Budget related to this Addendum Is as Consultant' s hourly fee schedule (including time period for which rates apply) is as follows: Per Master Agreement. Taylor Morrison 2 Master AuthorW" Addendum — Professional Services Ver. 4.24.14-FLORIDA AUTNORIZING ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES TAYLOR MORRISON: CONSULTANT: Taylor Morrison of Florida, Inc. a Florida WAYNE AUTOMATIC FIRE corporation Job Code: H.0160.1661110 _000000.320100.10 Commitment: 320100 NOTICE TO PROCEED DATE February A. 2017 SUBSTANTIAL COMPLETION DATE: March 30.2017 DESCRIPTION OF WORK - This Addendum to Master Agreement for Development Services ("Addendum") Is made and entered into effective as of 8a day of March, 2017 by and between Taylor Morrison of Florida, Inc. a Florida corporation (Taylor Morrison") and WAYNE AUTOMATIC FIRE SPRINKLER, ('CONSULTANT"), with respect to the Master Agreement for Development Services between Taylor Morrison and Consultant dated January 1, 2016 (the'AgroemenY). 1. Services. Pursuant to the Agreement, Consultant shall perform the Services for the Approved Budget within the time frame set forth on Exhibit A attached hereto and subject to the Insurance coverage requirements set forth in Paragraph 7.1 of the Agreement 2. fib. The Work will be performed at the job site (the 'Site'). the location of which is legally described on Exhibit B attached hereto. Unless otherwise defined herein, all capitalized terms used in this Addendum shall have the meanings set forth in the Agreement. This Addendum may be executed simultaneously or in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same Instrument In the event of a conflict between the provisions of the Agreement and this Addendum, the Agreement shall control except to the extent that the Addendum specifically states that a provision is Intended to modify the Agreement Except as supplemented by this Addendum, all provisions of the Agreement shall remain In full form and effect. T YLA OR MORRISON: CONSULTANT: Taybr Morrison of Florida, Inc. a Florida WAYNE AUTOMATI SPRINKLER corporation By. By: Print Name: Brian Dh+nle Print Name: t3a . , Dready Title: Von ftOod gt Land Dawkwunt 11Ne: Undg/Site Department Manager Date: March 13. 2017 Taylor Morrison 1 Master Authorizing Addendum — Professional Services Ver. 4.24.14-FLORIDA Taylor Morrison Schedule B unless spedfkapy Identified hereht, terms and conddlbns of the Master.Atreement apply Effective Date: 4/14/201S 8:13 Expiration Date: 4/12/2020 8:13 WA VNt;AV OMATIc.PIRE SORINKIFRi; VP Purchasing OR Purchasing M Date: S ModHkaoom dad chanted to"decumeM at0 a prectt)r P,0Maxed. Pate 1 of 1 Punted 4/14/201$ a:11 AM Contractor. ,/o-,-W. Date: I E Automatic Fire Sprinklers, Inc. LETTER OF TRANSMITTAL To: CITY OF SANFORD JOB NO.85836 DATE: 12/8/17 300 N. PARK AVENUE RE: Thornbrooke TH (Lots 271-2761 SANFORD, FL 32772 ENCLOSED YOU WILL FIND: ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER PLANS 3 HYDRAULIC CALCS & MATERIAL SUBMITTAL DATA 12 PERMIT APPLICATION 1 COPY OF SIGNED QUOTE 1 CHECK $300.00 1 - X_For approval For your use As requested _X_For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For BBC 2017 s 9D kiJ "Y I ' r THORNEBROOK TOWNHOMES LOTS 271 =276 WAFS # 85826 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH (407) 877-5578 FAX: (407) 6 —8028 Certificate of Authorization Ntmber 29038 Robert I Dewar. P.E. FL License No. 70937 Ed S. Snider. P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-1 Sheet Number FPB.1 Location White Cedar Road Design Area B-1 Contract 858" Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPBA Date: 10/11 /17 Design Remote area number: B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 - GPM @ 36.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11 / 17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/07 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 10/11/07 City Water Supply: Demand: C1 - Slatic Pressure : 65 Dt - Elevation 7.652 C2 - Residual Pressure: 55 D2 - System Flow ' 31.113 C2 - Residual Flow 1000 D2 - System Pressure 36.758 Hose ( Demand ) D3 - System Demand : 31.11 Safety Margin 28.226 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW( N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-1 Page 3 Date 10/11/07 Fitting Legend Abbrev Name Y, K 1 1% tY, 2 2$4 3 3Y, 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow G Generic Gate Valve 1 0 1 0 t 0 1 0 2 0 2 1 3 3 3 4 5 7 9 11 13 17 19 21 24 28 L Long Turn Elbow 1 1 2 2 2 3 1 4 1 5 1 5 2 6 2 8 3 9 4 13 5 16 6 t8 7 24 6 10 27 30 11 34 13 S Generic Swing Check Vlv, T 90' Flow Thtu Tee 4 3 5 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 40 130 u' CPVC W Elbow Tyco 0 4 5 6 6 8 7 10 9 12 12 15 13 17 0 20 0 25 30 35 50 60 71 81 91 101 121 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Generic Flaw Switch 7jk Wilkins 950XL 2 2 2 3 Filling generates a Fixed Loss 4 5 Based on Flow 6 7 8 10 12 14 t8 22 0 27 0 35 0 0 40 45 0 5o 0 61 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fillings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with • The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page 4 Date 10/11/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg 61 19.667 4.9 7.0 na B2 19.667 4.9 7.2 na BA 20.333 8.23 na BC 20.333 11.55 na BD 20.333 13.12 na 200 20.333 13.75 na 100 10.333 1975 na 101 10.333 20.96 na TB 10.333 21.66 na BB 1.0 26.59 na UG4 3.0 28.83 na UG3 3.0 30.45 na BF1 3.0 30.87 na BF2 3.0 38.57 na C218 3.0 38.91 na C248 3.0 38.92 na UG2 3 0 38.92 na UG1 3.0 38.92 na C203 3.0 38.92 na C202 3.0 38.92 na C190 3.0 38.92 na C132 3.0 3892 na C125 3.0 3892 na C64 3.0 38.92 na ST1 3.0 38.92 na ST2 3 0 38.92 na TEE 3.0 38.92 na HYD 2.0 36.76 na 12.96 0.05 256 7.0 13.15 0.05 256 7.0 5.0 The maximum velocity is 13.96 and it occurs in the pipe between nodes BA and BC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ring's Pe Pv w*..ww Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 V 3.0 7.000 -0.288 BA 12.96 0.0939 0.0 16.167 1.518 Vel = 6.93 0.0 12.96 8.230 K Factor = 4.52 B2 13.15 0.874 U 4.0 6.667 7.201 K Factor = 4.90 to 150.0 V 3.0 7.000 -0.288 BA 13.15 0.0964 0.0 13.667 1.317 Vel = 7.03 0.0 13.15 8.230 K Factor = 4.58 BA 26.11 0.874 V 3.0 6.667 8.230 to 150.0 0.0 3.000 0.0 BC 26.11 0.3431 0.0 9.667 3.317 Vel = 13.96 BC 0.0 0.874 0.0 4.583 11.547 to 150.0 0.0 0.0 0.0 BID 26.11 0.3430 0.0 4.583 1.572 Vel = 13.96 BID 0.0 1.101 U 5.0 0.667 13.119 to 150.0 0.0 5.000 0.0 200 26.11 0.1113 0.0 5.667 0.631 Vel = 8.80 200 0.0 1.101 V 5.0 10.000 13.750 to 150.0 0.0 5.000 4.331 100 26.11 0.1115 0.0 15.000 1.672 Vel = 8.80 100 0.0 1.101 0.0 10.833 19.753 to 150.0 0.0 0.0 0.0 101 26.11 0.1114 0.0 10.833 1.207 Vel = 8.80 101 0.0 1.394 2U 12.0 7.833 20.960 to 150.0 0.0 12.000 0.0 TB 26.11 0.0353 0.0 19.833 0.701 Vel = 5.49 TB 0.0 1.394 Z 4.762 9.333 21.661 to 150.0 S 11.11 15.871 4.042 BB 26.11 0.0353 0.0 25.204 0.890 Vel = 5.49 0.0 26.11 26.593 K Factor = 5.06 BLDG UG BB 26.11 1.598 U 7.0 13.000 26.593 to 150.0 V 8.0 15.000 1.732 UG4 26.11 0.0182 0.0 28.000 0.509 Vel = 4 18 UG4 0.0 1.598 0.0 89.000 28.834 to 150.0 0.0 0.0 0.0 UG3 26.11 0.0182 0.0 89.000 1.616 Vel = 4.18 UG3 0.0 1.598 V 8.0 15.000 30.450 to 150.0 0.0 8.000 0.0 BF1 26.11 0.0182 0.0 23.000 0.418 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 6 Date 10/11/07 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Ring's Pe Pv Notes ww**ee Point Qt Pf/Ft Eqv. Ln. Total Pf Pin BF1 0.0 2.067 T 10.0 20.000 30.868 to 120.0 L 3.0 13.000 7.445 Fixed Loss = 7.445 BF2 26.11 0.0078 Zik 0.0 33.000 0.259 Vel = 2.50 BF2 0.0 1.913 G 1.036 34.000 38.572 to 150.0 T 10.364 11.400 0.0 C218 26.11 0.0076 0.0 45.400 0.343 Vel = 2.91 0.0 26.11 38.915 K Factor = 4.19 SITE UG C218 16.46 7.98 G 6.041 423.000 38.915 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.46 0.0 0.0 469.814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33.000 38.916 to 150.0 0.0 6.040 0.0 UG2 16.46 0.0 0.0 39.040 0.0 Vel = 0.11 UG2 3.95 7.98 G 6.041 431.000 38.916 to 150.0 T 52.855 58.895 0.0 ST1 20.41 0.0 0.0 489.895 0.003 Vel = 0.13 0.0 20.41 38.919 K Factor = 3.27 C218 14.66 7.98 3F 40.774 483.000 38.915 to 150.0 G 6.041 99.669 0.0 UG1 14.66 0.0 T 52.855 582.669 0.001 Vel = 0.09 0.0 14.66 38.916 K Factor = 2.35 w UG1 3.95 7.98 0.0 254.000 38.916 to 150.0 0.0 0.0 0.0 C203 3.95 0.0 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 38.916 to 150.0 0.0 0.0 0.0 C202 3.95 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 38.916 to 150.0 T 52.855 58.895 0.0 UG2 3.95 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 3.95 38.916 K Factor = 0.63 UG1 10.70 7.98 0.0 252.000 38.916 to 150.0 0.0 0.0 0.0 C190 10.7 0.0 0.0 252.000 0.001 Vel = 0.07 C 190 0.0 7.98 G 6.041 202.000 38 917 to 150.0 0.0 6.040 0.0 C132 10.7 0.0 0.0 208.040 0.0 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *«««««. Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C132 0.0 7.98 3F 40.774 502.000 38.917 to 150.0 0.0 40.774 0.0 C125 10.7 0.0 0.0 542.774 0.001 Vel = 0.07 C125 0.0 7.98 3F 40.774 430.000 38.918 to 150.0 0.0 40.774 0.0 C64 10.7 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 38.918 to 150.0 T 52.855 58.895 0.0 ST1 10.7 0.0 0.0 229.895 0.001 Vel = 0.07 0.0 10.70 38.919 K Factor 1.72 ST1 31.11 7.98 G 6.041 128.000 38 919 to 150.0 T 52.855 58.895 0.0 ST2 31.11 0.0 0.0 186.895 0.001 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 38.920 to 150.0 T 67.474 74.221 0.0 TEE 31.11 0.0 0.0 434.221 0.002 Vel = 0.13 TEE 00 6.34 G 4.952 15.000 38.922 to 140.0 L 14.855 19.807 2.166 HYD 31.11 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.11 36.758 K Factor = 5.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PR (407) 877-5578 FAX: (407) 855—SMO Cartificata of Authorization Nmbar 29038 Robert I Oswar. P.E. FL License No, 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-2 Sheet Number FPB.1 Location White Cedar Road Design Area B-2 Contract 858" Data File Thornebrook B-2.WXF Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB.1 Date: 10/11/17 Design Remote area number. B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: vARIES - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 - GPM @ 57.5 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-2 Dale 10/11/17 City Water Supply: Demand: C1 - Static Pressure • 65 01 - Elevation 8 085 C2 - Residual Pressure: 55 02 - System Flow : 45.891 C2 - Residual Flow 1000 02 - System Pressure : 57.479 Hose ( Oemand ) D3 - System Demand . 45.891 Safety Margin 7.488 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-2 Page 3 Date 10/11/17 Fitting Legend Abbrev. Name Y. 1 1'/. 1 f, 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 4V Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13LLongTurnElbow1122234556891316182427303440 S Generic Swing Check Vlv, 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130TWFlowThruTee3456810121517202530355060718191101121 u CPVC W Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 2 Generic Flow Switch 2 2 2 3 4 5 6 7 a 10 12 14 18 22 27 35 40 45 50 61 Zrk VYlkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Filling Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Wndham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Birch Unit B-2 Date 10/11/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Reg 83 20.667 49 16.7 na 2002 0.05 400 16.7 83T 21.333 17.36 na 84 19.667 4.9 18.13 na 2087 0.05 256 7.0 64T 20.333 18.64 na BC 20.333 22.23 na BD 20.333 23.27 na 200 20.333 24.71 na 100 10.333 32.88 na 101 10.333 35.64 na TB 10.333 37.25 na BB 1.0 43.33 na UG4 3.0 46.23 na UG3 3.0 49.94 na BF1 3.0 5089 na BF2 3.0 58.84 na C218 3.0 59.63 na 50 C248 3.0 59.63 na UG2 3.0 59.63 na UG 1 3.0 59.63 na C203 3.0 59.63 na C202 3.0 59.63 na C190 3.0 59.63 na C132 3.0 59.63 na C125 3.0 59.63 na C64 3.0 59.63 na ST1 3.0 59.63 na ST2 3.0 59.64 na TEE 3.0 59.64 na HYD 2.0 57.48 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ring's Pe Pv Notes *wwww Point at Pf/Ft Eqv. Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0.500 16.700 K Factor = 4.90 to 150.0 0.0 4.000 0.288 63T 20.02 0.2098 0.0 4.500 0.944 Vel = 10.71 B3T 0.0 0.874 3U 12.0 11.083 17.356 to 150.0 V 3.0 15.000 0.433 BD 20.02 0.2099 0.0 26.083 5.476 Vet = 10.71 0.0 20.02 23.265 K Factor = 4.15 B4 20.87 0.874 V 3.0 0.500 18.135 K Factor = 4.90 to 150.0 0.0 3.000 0.288 B4T 20.87 0.2266 0.0 3.500 0.793 Vel = 11.16 B4T 0.0 0.874 U 4.0 11.833 18.640 to 150.0 0.0 4.000 0.0 BC 20.87 0.2266 0.0 15.833 3.587 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22.227 to 150.0 0.0 0.0 0.0 BD 20.87 0.2265 0.0 4.583 1.038 Vel = 11.16 BID 20.02 1.101 U 5.0 0.667 23.265 to 150.0 0.0 5.000 0.0 200 40.89 0.2555 0.0 5.667 1.448 Vel = 13.78 200 0.0 1.101 V 5.0 10.000 24.713 to 150.0 0.0 5.000 4.331 100 40.89 0.2555 0.0 15.000 3.832 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.876 to 150.0 0.0 0.0 0.0 101 40.89 0.2555 0.0 10.833 2.768 Vel = 13.78 101 0.0 1.394 2 U 12.0 7.833 35.644 to 150.0 0.0 12.000 0.0 TB 40.89 0.0810 0.0 19.833 1.606 Vel = 8.60 TB 0.0 1.394 Z 4.762 9.333 37.250 to 150.0 S 11.11 15.871 4.042 BB 40.89 0.0810 0.0 25.204 2.041 Vel = 8.60 0.0 40.89 43.333 K Factor = 6.21 BLDG UG BB 40.89 1.598 U 7.0 13.000 43.333 to 150.0 V 8.0 15.000 1.732 UG4 40.89 0.0416 0.0 28.000 1.166 Vel = 6.54 UG4 0.0 1.598 0.0 89.000 46.231 to 150.0 0.0 0.0 0.0 UG3 40.89 0.0416 0.0 89.000 3.705 Vel = 6.54 UG3 0.0 1.598 V 8.0 15.000 49.936 to 150.0 0.0 8.000 0.0 BF1 40.89 0.0417 0.0 23.000 0.958 Vel = 6.54 BF1 0.0 2.067 T 10.0 20.000 50.894 to 120.0 L 3.0 13.000 7.353 Fixed Loss = 7.353 BF2 40.89 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv "****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34.000 58.840 to 150.0 T 10.364 11.400 0.0 C218 40.89 0.0173 0.0 45.400 0.787 Vel = 4.56 0.0 40.89 59.627 K Factor = 5.30 SITE UG C218 24.27 7.98 G 6.041 423.000 59.627 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.27 0.0 0.0 469.814 0.003 Vel = 0.16 C248 0.0 7.98 G 6.041 33.000 59.630 to 150.0 0.0 6.040 0.0 UG2 24.27 0.0 0.0 39.040 0.0 Vel = 0.16 UG2 5.84 7.98 G 6.041 431.000 59.630 to 150.0 T 52.855 58.895 0.0 ST1 30.11 0.0 0.0 489.895 0.005 Vel = 0.19 0.0 30.11 59.635 K Factor = 3.90 C218 21.62 7.98 3F 40.774 483.000 59.627 to 150.0 G 6.041 99.669 0.0 UG1 21.62 0.0 T 52.855 582.669 0.003 Vel = 0.14 0.0 21.62 59.630 K Factor = 2.80 UG1 5.83 7.98 0.0 254.000 59.630 to 150.0 0.0 0.0 0.0 C203 5.83 0.0 0.0 254.000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24.000 59.630 to 150.0 0.0 0.0 0.0 C202 5.83 0.0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59.630 to 150.0 T 52.855 58.895 0.0 UG2 5.83 0.0 0.0 263.895 0.0 Vel = 0.04 0.0 5.83 59.630 K Factor = 0.75 UG1 15.78 7.98 0.0 252.000 59.630 to 150.0 0.0 0.0 0.0 C190 15.78 0.0 0.0 252.000 0.001 Vel = 0.10 C190 0.0 7.98 G 6.041 202.000 59.631 to 150.0 0.0 6.040 0.0 C132 15.78 0.0 0.0 208.040 0.0 Vel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59.631 to 150.0 0.0 40.774 0.0 C125 15.78 0.0 0.0 542.774 0.002 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. " C . or Ftng's Pe Pv Rwl4f.R Notes •kwww• Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430.000 59.633 to 150.0 0.0 40.774 0.0 C64 15.78 0.0 0.0 470.774 0.001 Vel = 0.10 C64 0.0 7.98 G 6.041 171000 59.634 to 150.0 T 52.855 58.895 0.0 ST1 15.78 0.0 0.0 229.895 0.001 Vel = 0.10 0.0 15.78 59.635 K Factor = 2.04 w ST1 45.89 7.98 G 6.041 128.000 59.635 to 150.0 T 52.855 58.895 0.0 ST2 45.89 0.0 0.0 186.895 0.004 Vel = 0.29 ST2 0.0 9.79 G 6.747 360.000 59.639 to 150.0 T 67.474 74.221 0.0 TEE 45.89 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 59.642 to 140.0 L 14.855 19.807 2.166 HYD 45.89 0.0001 0.0 34.807 0.003 Vel = 0.47 0.0 45.89 57.479 K Factor = 6.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 22E CAPITOL COURT OCOEE, FL 347BI Pit (407) 877-5578 FAX: (407) S —8028 Certificate of Authorization Pkmber 28038 Robert 1 Dewar. P.E. FL License No, 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number FPRA Location White Cedar Road Design Area R-1 Contract 858" Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPR.1 Date: 10/11 /17 Design Remote area number: R-1 Remote area location: 1st Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47.1 - GPM @ 57.8 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/ 11 /17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 130. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Redwood Unit R-1 Date 10/11/17 City Water Supply: Demand: C1 - Static Pressure : 65 01 - Elevation 3.176 C2 - Residual Pressure: 55 D2 - System Flow : 47.092 C2 - Residual Flow 1000 D2 - System Pressure 57.847 Hose ( Demand ) 03 - System Demand : 477 092 Safety Margin 7.118 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW(NA1.85) Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Redwood Unit R-1 Date 10/11/17 Fitting Legend Abbrev. Name h Y. 1 1'/. 1%, 2 2A 3 3% 4 5 6 a 10 12 14 16 18 20 24 F 45' Elbow G Generic Gate Valve 1 0 1 0 1 0 1 0 2 0 2 1 3 1 3 3 4 5 7 9 11 13 17 19 21 24 28 L Long Turn Elbow 1 1 2 2 2 3 4 1 5 1 5 2 6 2 8 3 9 4 13 5 16 6 18 7 24 8 10 27 30 11 34 13 40RCPVCCoup -Tee Run Tyco 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 SGenericSwingCheckVtv4557911141619222732455565768798109130T9t7FlowThruTeou' CPVC W Elbow Tyco 3 0 4 4 5 5 6 6 a 7 10 9 12 15 17 20 25 30 35 50 W 71 81 91 101 121 V' CPVC Tee Branch Tyco 0 3 5 6 a 10 12 12 13 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 0 35 0 0 40 45 0 50 0 61 ZikWilluns950XLFittinggeneratesaFixedLossBasedonFlowUnits Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Redwood Unit R-1 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. R1 9.333 4.9 16.7 na 20.02 0.05 400 16.7 R1T 10.3 18.7 na R2 9.333 4.9 20.28 na 22.07 0.05 400 16.7 RA 10.333 22.63 na 100 10.333 28.37 na 101 10.333 31.79 na TR 10.333 34.4 na BR 1.0 40.94 na UG5 3.0 43.59 na UG4 3.0 46.27 na UG3 3.0 50.18 na BF1 3.0 51.19 na BF2 3.0 59.16 na C218 3.0 59.99 na 5.0 C248 3.0 60.0 na UG2 3.0 60.0 na UG 1 3.0 60.0 na C203 3.0 60.0 na C202 3.0 60.0 na C190 3.0 60.0 na C132 3.0 60.0 na C125 3.0 60.0 na C64 3.0 60.0 na ST1 3.0 60.0 na ST2 3.0 60.01 na TEE 3.0 60.01 na HYD 2.0 57.85 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv wwwwwww Notes ««wwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8.000 0.419 R 1 T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R 1 T 0.0 0.874 0.0 18.833 18.695 to 150.0 0.0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4 91 R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 20.02 0.874 0.0 6.916 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8298 0.0 6.916 5.739 Vel = 22.51 100 0.0 1.101 0.0 12.667 28.374 to 150.0 0.0 0.0 0.0 101 42.09 0.2695 0.0 12.667 3.414 Vel = 14.18 101 0.0 1.394 21.1 12.0 18.583 31.788 to 150.0 0.0 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR 0.0 1.394 4R 4.0 9.333 34.401 to 150.0 Z 4.762 19.871 4.042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 40.938 K Factor = 6.58 BLDG UG BR 42.09 1.598 V 8.0 13.000 40.938 to 150.0 0.0 8.000 1.732 UG5 42.09 0.0439 0.0 21.000 0.922 Vel = 6.73 UG5 0.0 1.598 0.0 61.000 43.592 to 150.0 0.0 0.0 0.0 UG4 42.09 0.0439 0.0 61.000 2.680 Vel = 6.73 UG4 0.0 1.598 0.0 89.000 46.272 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 89.000 3.909 Vel = 6.73 UG3 0.0 1.598 V 8.0 15.000 50.181 to 150.0 0.0 8.000 0.0 BF1 42.09 0.0440 0.0 23.000 1.011 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 51.192 to 120.0 L 3.0 13.000 7.347 Fixed Loss = 7.347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1.036 34.000 59.164 to 150.0 T 10.364 11.400 0.0 C218 42.09 0.0183 0.0 45.400 0.830 Vel = 4.70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Redwood Unit R-1 Page 6 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 42.09 59.994 K Factor = 5.43 SITE UG C218 24.91 7.98 G 6.041 423.000 59.994 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.91 0.0 0.0 469.814 0.004 Vel = 0.16 C248 0.0 7.98 G 6.041 33.000 59.998 to 150.0 0.0 6.040 0.0 UG2 24.91 0.0 0.0 39.040 0.0 Vel = 0.16 UG2 5.98 7.98 G 6.041 431.000 59.998 to 150.0 T 52.855 58.895 0.0 ST1 30.89 0.0 0.0 489.895 0.005 Vel = 0.20 0.0 30.89 60.003 K Factor = 3.99 C218 22.18 7.98 3F 40.774 483.000 59.994 to 150.0 G 6.041 99.669 0.0 UG1 22.18 0.0 T 52.855 582.669 0.004 Vel = 0.14 0.0 22.18 59.998 K Factor = 2.86 w UG1 5.98 7.98 0.0 254.000 59.998 to 150.0 0.0 0.0 0.0 C203 5.98 0.0 0.0 254.000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24.000 59.998 to 150.0 0.0 0.0 0.0 C202 5.98 0.0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59.998 to 150.0 T 52.855 58.895 0.0 UG2 5.98 0.0 0.0 263.895 0.0 Vel = 0.04 0.0 5.98 59.998 K Factor = 0 77 UG1 16.20 7.98 0.0 252.000 59.998 to 150.0 0.0 0.0 0.0 C190 16.2 0.0 0.0 252.000 0.0 Vel = 0.10 C 190 0.0 7.98 G 6.041 202.000 59.998 to 150.0 0.0 6.040 0.0 C132 16.2 0.0 0.0 208.040 0.001 Vel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59.999 to 150.0 0.0 40.774 0.0 C125 16.2 0.0 0.0 542.774 0.001 Vel = 0.10 C125 0.0 7.98 3F 40.774 430.000 60.000 to 150.0 0.0 40.774 0.0 C64 16.2 0.0 0.0 470.774 0.002 Vel = 0.10 C64 0.0 7.98 G 6.041 171.000 60 002 to 150.0 T 52.855 58.895 0.0 ST1 16.2 0.0 0.0 229.895 0.001 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv """"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.20 60.003 K Factor = 2.09 w ST1 47.09 7.98 G 6.041 128.000 60.003 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 0.0 186.895 0.004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 60.007 to 150.0 T 67.474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 60.010 to 140.0 L 14.855 19.807 -2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 0.0 47.09 57.847 K Factor = 6.19 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF;, FL 34761 Pit (407) 977-5578 FAX: (407) 855—OMB Certificabe of Authorization Nmber 29038 Robert a Dewar. P.E. FL License No, 70937 Ed S. Snider. P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-1 Sheet Number FPWA Location White Cedar Road Design Area W-1 Contract 858" Data File Thornebrook W-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 10/11 / 17 Design Remote area number: W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256/324 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.7 - GPM @ 43.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11 / 17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thomebrook Willow Unit W-1 Date 10/11/17 City Water Supply. Demand: C1 -Static Pressure : 65 D1 - Elevation 7.652 C2 - Residual Pressure: 55 D2 - System Flow : 31.672 C2 - Residual Flow 1000 02 - System Pressure : 43.276 Hose ( Demand ) D3 - System Demand : 1.672 Safety Margin 21.707 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 D21 40 30 20 HDI] 10 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thornebrook Willow Unit W-1 Page 3 Dale 10/11/17 Fitting Legend Abbrev. Name 1 1 % 1 % 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 F G 45' Elbow Generic Gate Valve t 0 t 0 t 0 1 0 2 0 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 L Long Turn Elbow 1 1 2 2 2 1 3 1 4 1 5 1 5 2 6 2 a 3 4 5 6 7 a 10 11 13 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 9 32 13 45 16 55 1a 65 24 76 27 87 30 98 34 109 40 130T90' Flow Thru Tee 3 4 5 6 8 10 12 t5 17 20 25 30 35 50 60 71 81 91 101 121u' CPVC Sly Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0VCPVCTeeBranchTyco0356a101215000000000ZGenericFlowSwitch2223456781012141622273540 0 45 0 50 0 612ikWilkins950xLFittinggeneratesaFixedLossBasedonFlow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note- Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Wt 19.667 4.9 7.83 na 13.71 0.05 W2 19.667 4.9 7.0 na 12.96 0.05 2T 20.333 8.37 na WA 20.333 9.25 na WB 20.333 1073 na 200 20.333 13.05 na 100 10.333 22.02 na TW 10.333 26.46 na BW 10 31.42 na UG5 3.0 34.1 na UG4 3.0 35.25 na UG3 3.0 36.93 na BF1 3.0 37.37 na BF2 3.0 45.08 na C218 3.0 4543 na 5.0 C248 3.0 4543 na UG2 3.0 45.43 na UG1 3.0 45.43 na C203 3.0 45.43 na C202 3.0 45.43 na C190 3.0 45.43 na C132 3.0 45.43 na C125 3.0 45.44 na C64 3 0 45.44 na ST1 3.0 45.44 na ST2 3.0 45.44 na TEE 3.0 45.44 na HYD 2.0 43.28 na The maximum velocity is 14.26 and it occurs in the pipe between nodes WA and WB 256 7.0 256 70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv '•««""" Notes ""«*'• Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 13.71 0.874 U 4.0 9.417 7.826 K Factor = 4.90 to 150.0 V 3.0 7.000 -0.288 WA 13.71 0.1042 0.0 16.417 1.710 Vel = 7.33 0.0 13.71 9.248 K Factor = 4.51 W2 12.96 0.874 U 4.0 7.667 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 -0.288 2T 12.96 0.0939 0.0 17.667 1.659 Vel = 6.93 0.0 12.96 8.371 K Factor = 4.48 2T 12.96 0.874 0.0 9.333 8.371 to 150.0 0.0 0.0 0.0 WA 12.96 0.0940 0.0 9.333 0.877 Vel = 6.93 WA 13.71 0.874 0.0 4.167 9.248 to 150.0 0.0 0.0 0.0 WB 26.67 0.3566 0.0 4.167 1.486 Vet = 14.26 WB 0.0 0.874 V 3.0 3.500 10.734 to 150.0 0.0 3.000 0.0 200 26.67 0.3569 0.0 6.500 2.320 Vel = 14.26 200 0.0 0.874 V 3.0 10.000 13.054 to 150.0 0.0 3.000 4.331 100 26.67 0.3568 0.0 13.000 4.638 Vel = 14.26 100 0.0 1.101 2U 10.0 28.250 22.023 to 150.0 0.0 10.000 0.0 TW 26.67 0.1159 0.0 38.250 4.433 Vel = 8.99 TW 0.0 1.394 Z 4.762 9.333 26.456 to 150.0 S 11.11 15.871 4.042 BW 26.67 0.0367 0.0 25.204 0.926 Vel = 5.61 0.0 26.67 31.424 K Factor = 4.76 BLDG UG BW 26.67 1598 21.1 14.0 36.000 31.424 to 150.0 0.0 14.000 1.732 UG5 26.67 0.0189 0.0 50.000 0.944 Vel = 4.27 UG5 0.0 1.598 0.0 61.000 34.100 to 150.0 0.0 0.0 0.0 UG4 26.67 0.0189 0.0 61.000 1.153 Vel = 4.27 UG4 0.0 1.598 0.0 89.000 35.253 to 150.0 0.0 0.0 0.0 UG3 26.67 0.0189 0.0 89.000 1.681 Vel = 4.27 UG3 0.0 1.598 V 8.0 15.000 36.934 to 150.0 0.0 8.000 0.0 BF1 26.67 0.0189 0.0 23.000 0.434 Vel = 4.27 BF1 0.0 2.067 T 10.0 20.000 37.368 to 120.0 L 3.0 13.000 7.439 • « Fixed Loss = 7.439 BF2 26.67 0.0082 Zik 0.0 33.000 0.269 Vel = 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ring's Pe Pv •. wwwww Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34.000 45.076 to 150.0 T 10.364 11.400 0.0 C218 26.67 0.0079 0.0 45.400 0.357 Vel = 2.98 0.0 26.67 45.433 K Factor = 3.96 SITE UG C218 16.75 7.98 G 6.041 423.000 45.433 Oa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.75 0.0 0.0 469.814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33.000 45.434 to 150.0 0.0 6.040 0.0 UG2 16.75 0.0 0.0 39.040 0.0 Vel = 0.11 UG2 4.03 7.98 G 6.041 431.000 45.434 to 150.0 T 52.855 58.895 0.0 ST1 20.78 0.0 0.0 489.895 0.003 Vel = 0.13 0.0 20.78 45.437 K Factor = 3.08 C218 14.92 7.98 3F 40.774 483.000 45.433 to 150.0 G 6.041 99.669 0.0 UG1 14.92 0.0 T 52.855 582.669 0.001 Vel = 0.10 0.0 14.92 45.434 K Factor = 2.21 w UG1 4.02 7.98 0.0 254.000 45.434 to 150.0 0.0 0.0 0.0 C203 4.02 0.0 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 45.434 to 150.0 0.0 0.0 0.0 C202 4.02 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 45.434 to 150.0 T 52.855 58.895 0.0 UG2 4.02 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 4.02 45.434 K Factor = 0.60 w UG1 10.89 7.98 0.0 252.000 45.434 to 150.0 0.0 0.0 0.0 C 190 10.89 0.0 0.0 252.000 0.001 Vel = 0.07 C190 0.0 7.98 G 6.041 202.000 45.435 to 150.0 0.0 6.040 0.0 C 132 10.89 0.0 0.0 208.040 0.0 Vel = 0.07 C132 0.0 7.98 3F 40.774 502.000 45.435 to 150.0 0.0 40.774 0.0 C125 10.89 0.0 0.0 542.774 0.001 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv «•••««« Notes •*.ww• Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430.000 45.436 to 150.0 0.0 40.774 0.0 C64 10.89 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 45.436 to 150.0 T 52.855 58.895 0.0 ST1 10.89 0.0 0.0 229.895 0.001 Vel = 0.07 0.0 4 10.89 45.437 K Factor = 1.62 ST1 31.67 7.98 G 6.041 128.000 45.437 to 150.0 T 52.855 58.895 0.0 ST2 31.67 0.0 0.0 186.895 0.002 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 45.439 to 150.0 T 67.474 74.221 0.0 TEE 31.67 0.0 0.0 434.221 0.001 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 45.440 to 140.0 L 14.855 19.807 2.166 HYD 31.67 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.67 43.276 K Factor = 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PR (407) 877-5578 FAX: (407) 656-8028 Certificate of Authorization Ntmber 29038 Hobert A Dewar. P.E. R. License No, 70837 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number FPW.1 Location White Cedar Road Design Area W-2 Contract 858.. Data File Thornebrook W-2.WXF Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW.1 Date: 10/11/17 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 1 sprk - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 1 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 - GPM @ 50.6 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-2 Date 10/11/17 City Water Supply: Demand: C1 - Static Pressure : 65 Dt - Elevation 7.623 C2 - Residual Pressure: 55 D2 - System Flow : 25.024 C2 - Residual Flow 1000 02 - System Pressure 50.615 Hose ( Demand ) 03 - System Demand 2TO24 Safety Margin 14.374 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW( N^1.85) Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3ThornebrookWillowUnitW-2 Date 10/11/17 Fitting Legend Abbrev Name A 1 1'/. 1 % 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow G Generic Gate valve 1 0 1 0 1 0 1 0 2 0 2 1 3 1 3 3 4 5 7 9 11 13 17 19 21 24 28 L Long Turn Elbow 1 1 2 2 2 3 4 1 5 1 5 2 6 2 8 3 9 4 13 5 16 6 18 7 24 8 10 27 30 11 34 13 40SGenericSwingCheckvlv T 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130WFlowThtuTee uCPVC W Elbow Tyco 3 0 4 4 5 5 6 6 8 7 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V• CPVC Tee Branch Tyco 0 3 5 6 8 9 10 12 12 13 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 0 27 0 35 0 0 40 45 0 50 0 61 ZikWilkins950XLFittinggeneratesaFixedLossBasedonFlowUnits Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-2 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. W3 19.6 4.9 16.7 na 20.02 0.05 400 16.7 WA 20.333 24.22 na WB 20.333 25.09 na 200 20.333 26.46 na 100 10.333 33.52 na TW 10.333 36.13 na BW 1.0 40.71 na UG5 3.0 43.0 na UG4 3.0 43.68 na UG3 3.0 44.67 na BF1 3.0 44.93 na BF2 3.0 52.57 na C218 3.0 52.78 na 5.0 C248 3.0 52.78 na UG2 3 0 52.78 na UG1 3.0 52.78 na C203 3.0 52.78 na C202 3.0 52.78 na C190 3.0 52.78 na C132 3.0 52.78 na C125 3.0 52.78 na C64 3.0 52.78 na STt 3.0 52.78 na ST2 3.0 52.78 na TEE 3.0 52.78 na HYD 2.0 50.62 na The maximum velocity is 10.71 and it occurs in the pipe between nodes W3 and WA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `*""`•* Notes •wwwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 3U 12.0 22.333 16.700 K Factor = 4.90 to 150.0 V 3.0 15.000 -0.317 WA 20.02 0.2099 0.0 37.333 7.837 Vel = 10.71 0.0 20.02 24.220 K Factor = 4.07 WA 20.02 0.874 0.0 4.167 24.220 to 150.0 0.0 0.0 0.0 WB 20.02 0.2100 0.0 4.167 0.875 Vel = 10.71 WB 0.0 0.874 V 3.0 3.500 25.095 to 150.0 0.0 3.000 0.0 200 20.02 0.2098 0.0 6.500 1.364 Vel = 10.71 200 0.0 0.874 V 3.0 10.000 26.459 to 150.0 0.0 3.000 4.331 100 20.02 0.2100 0.0 13.000 2.730 Vel = 10.71 100 0.0 1.101 2U 10.0 28.250 33.520 to 150.0 0.0 10.000 0.0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9.333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 0.0216 0.0 25.204 0.545 Vel = 4.21 0.0 20.02 40.715 K Factor 3.14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 0.0 14.000 1.732 UG5 20.02 0.0111 0.0 50.000 0.556 Vel = 3.20 UG5 0.0 1.598 0.0 61.000 43.003 to 150.0 0.0 0.0 0.0 UG4 20.02 0.0111 0.0 61.000 0.678 Vel = 3.20 UG4 0.0 1.598 0.0 89.000 43.681 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 89.000 0.989 Vel = 3.20 UG3 0.0 1.598 V 8.0 15.000 44.670 to 150.0 0.0 8.000 0.0 BF1 20.02 0.0111 0.0 23.000 0.255 Vel = 3.20 BF1 0.0 2.067 T 10.0 20.000 44.925 to 120.0 L 3.0 13.000 7.482 Fixed Loss = 7.482 BF2 20.02 0.0048 Zik 0.0 33.000 0.158 Vel = 1.91 BF2 0.0 1.913 G 1.036 34.000 52.565 to 150.0 T 10.364 11.400 0.0 C218 20.02 0.0046 0.0 45.400 0.210 Vel = 2.23 0.0 20.02 52.775 K Factor = 2.76 SITE UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv w::wwww Notes wwwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pin C218 13.24 7.98 G 6 041 423.000 52.775 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 13.24 0.0 0.0 469.814 0.001 Vel = 0.08 C248 0.0 7.98 G 6.041 33.000 52.776 to 150.0 0.0 6.040 0.0 UG2 13.24 0.0 0.0 39.040 0.0 Vel = 0.08 UG2 3.18 7.98 G 6.041 431.000 52.776 to 150.0 T 52.855 58.895 0.0 ST1 16.42 0.0 0.0 489.895 0.002 Vel = 0.11 0.0 16.42 52.778 K Factor = 2.26 w C218 11.79 7.98 3F 40.774 483.000 52.775 to 150.0 G 6.041 99.669 0.0 UG1 11.79 0.0 T 52.855 582.669 0.001 Vel = 0.08 0.0 11.79 52.776 K Factor = 1.62 UG1 3.18 7.98 0.0 254.000 52.776 to 150.0 0.0 0.0 0.0 C203 3.18 0.0 0.0 254.000 0.0 Vel = 0.02 C203 0.0 7.98 0.0 24.000 52.776 to 150.0 0.0 0.0 0.0 C202 3.18 0.0 0.0 24.000 0.0 Vel = 0.02 C202 0.0 7.98 G 6.041 205.000 52.776 to 150.0 T 52.855 58.895 0.0 UG2 3.18 0.0 0.0 263.895 0.0 Vel = 0.02 0.0 3.18 52.776 K Factor = 0.44 w UG1 8.61 7.98 0.0 252.000 52.776 to 150.0 0.0 0.0 0.0 C190 8.61 0.0 0.0 252.000 0.0 Vel = 0.06 C190 0.0 7.98 G 6.041 202.000 52.776 to 150.0 0.0 6.040 0.0 C 132 8.61 0.0 0.0 208.040 0.001 Vel = 0.06 C132 0.0 7.98 3F 40.774 502.000 52.777 to 150.0 0.0 40.774 0.0 C 125 8.61 0.0 0.0 542.774 0.0 Vel = 0.06 C125 0.0 7.98 3F 40.774 430.000 52.777 to 150.0 0.0 40.774 0.0 C64 8.61 0.0 0.0 470.774 0.001 Vel = 0.06 C64 0.0 7.98 G 6.041 171.000 52.778 to 150.0 T 52.855 58.895 0.0 ST1 8.61 0.0 0.0 229.895 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ring's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin 0.0 8.61 52.778 K Factor = 1.19 ST1 25.02 7.98 G 6.041 128.000 52.778 to 150.0 T 52.855 58.895 0.0 ST2 25.02 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.779 to 150.0 T 67.474 74.221 0.0 TEE 25.02 0.0 0.0 434.221 0.001 Vel = 0.11 TEE 0.0 6.34 G 4.952 15.000 52.780 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0.0 25.02 50.615 K Factor = 3.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 135 Rev. M Reliable Model F1 Residential Sprinklers for Design Density of .05 gpmfft2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm4t2 Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44-Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Q- F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Recessed Pendent / FP vXV SN F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44 & 58 F1 Res 44 SWC Recessed HSW/F2 Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: %2" NPT (R%2) K-Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 a) c 3 cn Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and 'Top" mark- ing must face ceiling. Type Adjustment Inch (mm) A" Inch (mm) Face of fitting to ceiling Inch (mm) 81. Deflector Distance below bottom of beam Inch mm F1 3/4 (19,0) Min. Recessed = 15/a (41.3) 3/e (9.5) 13/4 (44.4) Max. Recessed = N 22.2 11/e 28.6 1(25.4) F2 2 (12.7) Min. Recessed = 15/s (41.3) 3/s (9.5) 13/4 (44.4) Max. Recessed = 1'/s 28.6 7/s 22.2 1'/. 31.7 note: Escutcheons F 1 or F2 may be used with Model F1 Res 49. 58 & 76 Recessed Pendent Sprinkler moaei ri mes 3U, 49, 50 & 76 Pende Model F1 Res 30 Recessed Pendent / F2 nt * Mod, di ri mes 4u, ou do its Recessed Pent lent / F1 i-1 escutcneon, °/4" (19mm) adjustment 2 114' HOLE Ou 37.2mmJ I IS/16' W 49. 4- ar' T _ I' X 1/2' MUCER IURN COLLAR UNIX DCNr ACA/NS/ SPRINKLER I FACE OF FIMNC ro WRENCH BOSS. r j C61unc 0/N£NSON.. J/9'-I I/6' (f1 £SCUICNEON) e'-/e' (r2 EscurcNEav) AOJUSruENr I/e' A• •B• l.2mmJ 1 271..32' OK 172 2m 1 mg. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Nominal Orifice Max. Pressure I Sprinkler Temp. Ratina Max. Am lent TemD. I Actual K I Sprinkler t"ength OF I *C OF CSizeInchmmIbar Factor Inch mm h" NPT R'/2 2Vs-- (8.2) 175 (12) 155 68 175 79 100 38 3.0 (43.2) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Max. Coverage area Spacing 155*Fi68*C 1750F/790c Top of Deflector to Ceiling Minimum Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Inch (mm) Spacingpg GPM (Umin) PSI bar GPM UmIn) PSI bar Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30.3) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 1'/4 to 13/4 31.7 to 44.4 using F2 escutcheon 8(2.4) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 1 18.8 (1,3) 13 (49) 18.8 1,3 For Ceilina Woes refer In NFPA 19 13R nr 13r1 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure Tem . Ratin Ambient Temp. K Length Size Inch (mm) I bar Factor Inch mmOFCOF °C 2gNPT 11) 175 (12) 155 79 100 66 4.9 (70.6) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°FitiB°C 175°F/790C to Ceiling Spacing now Pressure Flow PressureRxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Lhnin PSI bar GPM ifLhnIn) PSI 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 1 to 4 (25.4 to 102) using F114x14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) escutcheon. Beamed Ceilings per NFPA 8(2,4) 16 x 16 (4,9 x 4,9) 16(4.9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 13D, 13R or 13 installed in beams 1'A to 13/4 (31.7 to18x18 (5,5 x 5,5) 18(5.5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) 44.4) using F2 escutcheon, 1 20x20(6,1x6,1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 16,7(1,14) to 13/4 (25.4 to 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 130 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°Fi68°C 175°F/79°C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m). Inch (mm) Ft (m) GPM Lhnin PSI bar GPM Lhnin PSI 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 4'/4 to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2 (1,4) using F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Pressure Sprinkler Temp. Ratin Max. Ambient Temp.Length Actual Sprinkler Size Inch (mm) psi bar K Factor Inch mmOFCOFC 2" NPT R'/2 13) 175 (12) 155 175 68 79 100 150 38 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°FitiB°C 175°F/790C to Ceiling Spacing Flow Pressure Flow PressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (I./min) PSI GPM In)PSI 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0.53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 1'/4 to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 to 13/4 (25.4 to 20 x 20 (6,1 x 6.1) 20(6.1) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13. 138 or 130 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Size Inch mmi ( Pressure Temp. Ratin Ambient Tern . Factor Length OF C of CIbar Inch mm 3/• RNPT y (13.5) 175 (12) 155 175 68 79 100 150 1 38 66 7.6 (109) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Max Coverage area Max Spacing 155°Fi68°C 175°F/790C Top of Deflector to Ceiling Minimum Flow Pressure Flow GPM PressureRxFt (m x m) Ft (m) Inch (mm) Spacing GPM LAnin PSI bar L/min PSI bar Ft (m) 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 4'/4 to 8 (108 to 203) using F2 escutcheon. 4 to 8 (100 to 203) using F1 escutcheon. Beamed Ceilings per NFPA 131), 13R or 13 installed in beams 4'/4 to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 to 203) using F1 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 18 x 18 (5,5 x 5,5) 18(5.5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 20 x 20 (6,1 x 6,1) 20(6.1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) For Ceiling types refer to NFPA 13, 13R or 13D MI ael rl ties 30, 49, 50 & 76 CCP Pen Not listed for corrosion resistance. dent* • Model F1 Res 30, 49, 58 & 76 2 5/8• (66.7mm) Ocl. 2 5/16. Out. HOLE /N CEILING 58.7mmi CUP i 1 R 112' R£OUCER CUP I CEILING 1 1/4 • J 1.5mm) MAX FACE OF FITTING 1 : TO FACE OF CEILING I !; DIMENSION A COVER AaIUSTMENT 8 HEIGHT J 5/16• Dui. 135FG04E [84.1mm] -' F1 RES 30, 49, 58 & 76 CCP PEND Fig. 3 Note: The F1 Res 76 will use a 1 " x Y44 " reducer. CCP Cover Plate Data: A., B„ C,. Cover Adjustment CCP Height Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch mm z 12.7 t5/te 24 a 13 - 1 25.4 5/is 7.9 3/. 19 z 13 - 1 25.4 FP push-on/thread-off escutcheon 2 5/8. 0/A. [66.7mm] HOLE IN CEILING 2 5/16. O/A. 58.7mm] r- C - P I' X 1/2" R£OUC£R r ' i CEILING ` 1 1/2 (J8.Immf MAX. FACE OF FITTING TO FACE OF CEILING D M£NSION 1/2' [IJmm] MAX. FP ADJUSTMENT A' B• F1 RES 49 PENDENT/FP Fig. 4 FP Escutcheon Data: B„ FP Position A" Deflector Distance below bottom Inch (mm) of beam Inch mm Max. Recessed e 11 6 12,7 Min. Recessed t hs 24 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/68°C Intermediate Temp. Rating 175°F/79°C f DeflectorTopofDeflector to Inch ling Minimum Spacing Ft Spacing Flow GPM Umin Pressure PSI bar Flow GPM In) Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4.3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4.9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8 (1,16) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72,0) 18.7 (1.29) 19 (72,0) 18.7 (1,29) 16x20(4,9x6,1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) 12 x 12 (3,6 x 3,6) 12(3,6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 to 12 (152 to 305), 1/2(13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7 (1,43) 16x20(4,9x6,1) 16(4,9) 23(87,1) 27.4(1,89) 1 23(87,1) 27.4(1,89) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 HSW & 2 3533 Escutcheon, F2, Data: Nominal Max. Sprinkler Adjustment Max. Sprinkler Face of Fitting Thread Orifice Pressure Temp. Rating Ambient K Length Type Inch (mm) to wall Size Inch i bar Temp. Factor Inch Inch (mm) bag' F °CmmOF °C mm h14NPT1556810038F2 '/2 (13) '/ 7 - " . i (13) 175 (12) 5.8 (83.5) 2.45 (62) (4.174) R'h 175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing 155°F/68°C 1750F/79°C Ceiling Spacing Flow Pressure Flow PressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar GPM VmIn) PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (60,6) 7.6 (0,53) 16 (60,6) 7.6 (0,53) 4 to 6 (100 to 152); 14 x 14 (4,3 x 4,3) 14(4.3) 18 (68,2) 9.7 (0,69) 18 (68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) 1/2(13)recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4.9) 25 (94,7) 18.6 (1,28) 25 (94,7) 18.6 (1,28) 8(2,4) 16 x 20 (4,9 x 6,1) 16(4,9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 12 x 12 (3,6 x 3,6) 12(3.6) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 6 to 12 (152 to 305); 2(13)recessed 14 x 14 (4,3 x 4,3) 14(4.3) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1.0) 16 x 16 (4,9 x 4,9) 16(4,9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4.9) 31 (117,4) 28.6 (1,97) 31 (117,4) 28.6 (1,97) For Ceiling types refer to NFPA 13. 13R or 130 7. Model F1 Res 44 SWC" Not listed for corrosion resistance. to 12- 1B1.e0mm r. fa. O/ n11.p I. W.p O.mmsAM I PUSH ON CODER. MCN IURN r0 Aa"F UNBL lICNr ACNNSr WALL 1 • K 1/2- R@d— R.Comin-dL d W.r HOW25/e"•-- 2 5/16' le.ete.../ 0. a.. MRN COLLAR UNIX nCH1 ACAINSr SPRINKLER WRENCH BOSS. 121/J2' 42O71 1/2- (12.70_ A.i.Jb11..L f1 RES 44 SWC Fig. 6 Technical Data: F1 Res 44 SWC (SIN R25211 Thread Nominal Max. Cover Temp. Max. Ambient K Sprinkler Size Orifice Pressure Ratln Temp. Factor Length Inch (mm) psi (bar) Inch (mm) O F a C O F 0 2" NPT R'h 31e (10) 175 (12) 135 57 100 38 4.4(63) 2.45 (62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/88°C Top of Deflector to Ceiling Inch ling Minimum Spacin g Ft SpacingFlow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49,2) 8.7 (0,60) 4 to 6 000 to 152); 1/2(13)recessed using F2 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4.3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,3) 15.0 (1,1) 16 x 18 (4,9 x 5,5) 16(4,9) 19 (71,8) 18.7 (1,13) 16 x 20 (4,9 x 6,1) 16(4.9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305); 2 (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 15 (56,7) 11.7 (0,81) 16 x 16 (4,9 x 4,9) 16(4,9) 18 (68,1) 16.8 (1.16) 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D A Technical Data: F1 Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Amblent K Sprinkler Sprinkler Size Orifice Pressure Temp. Rating TO Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F C F C Bulb 2" NPT 1/2" (13) 175 (12) 155 681 100 1 38 5.8 (83.5) 2.45 (62) RA3533 R'/z 175 79 1 150 66 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 1550 8°C Intermediate Temp. Rating 1750F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1,85) 30(114) 26.8(1.85) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2.4) 20 x 20 (6,1 x 6,1) 20(6.1) 30 (114) 26.8 (1.85) 30 (114) 26.8 (1.85) 16 x 22 (4,9 x 6,7) 16(4,9) 33 (125) 32.4 (2,23) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6.1) 18(5.5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); 2 (13) recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4.3) 46 (174) 62.9 (4,34) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FIrrINC rO WALL DIMENSION 11/16" MIN. 2 1/4-HOLE Dd ( J 1.8mmJ A" 57.2mm) 1/8 CEILING rO q (J.2mmJ DEFLECTOR 1 " X 1/2' REDUCER F\71 I DIMENSION 1 15/16" 06l I 49.2mml 2 27/J2" DIA. 72.2mm f L. TURN COLLAR UNr/L ncHr ACAINSr SPRINKLER 1 WRENCH BOSS. 1/2" (1Jmm) Ig oe Aruusrurw F1 RES 58 HSWX Fig. 7 a Medal KResSR HSWX (Linkl Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max' Ambient K Sprinkler Sprinkler Size Orifice Pressure Tem Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F C Unk W NPT V (13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 165°FlIVC Top of Deflector to Ceiling Inch ling Minimum Spacin g Ft SpacingFlow GPM L/min Pressure PSI bar 18 x 20 (5,5 x 6.1) 18(5.5) 29 (109) 25 (1,72) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2.4) 20x20(6,1x6.1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4,9) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4.9) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); 2 (13) Recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4.9) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- DuPont Registered Trademark 10. ter seal assembly shall consist of a Teflon` coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (680C)] 175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [ 155°F 68°C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with %2" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Model FP)]. Standard fin- ish shall be [brass](brighl chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/F1 ] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be (cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Water seal as- sembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 1550F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a %2" cover plate adjustment. Cover plate tem- perature rating shall be 1350F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: (White) [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be (cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (74°C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side - wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with %2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] (white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (680C)] (175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] (White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). DuPont Registered Trademark 11. Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be (cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] (Spe- cial finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with %2" adjust- ment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be (cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 1550F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a %2" cover plate adjustment. Cover plate tem- perature rating shall be 1350F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. J. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes r Standard Finishes Sprinkler F1, F2, FP Cover PlatesEscutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyestert2t Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon°)t2) Electroless Nickel PTFE (Teflon*) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull t't Other finishes and colors are available on special order. Consult factory for details. 1t) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled 800) le Automatic Sales Offices WRecycledR411iable, aper 800) 848-6051 Sales Fax Revision lines indicate updated or new data. 914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/15 P/N 9999970235 tqC0 Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster 11 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange a rapid response' HOME FIRE SPRINKLER SVSTEM BlazeMaster® is a registered trademark of Noveon IP Holding Corp. Pagel of 6 JANUARV, 2006 TFP1915 Page 2 of 6 TFP1915 NOMINAL AVERAGE AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft Ibs./ft PER LIFT Ibs 3/4" 1050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 1-1/4" 1660" 1.394" 0.42 1.08 2835 1191 1.1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2875" 2.423" 126 3.26 1215 1531 3" 3.500" 2.952 1.87 4.83 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the hre protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCND. WEIGHT TYPE NUMBER T/O) lb.) TEE 80000 3/4" 518" 40 0.11 T/O 80001 1" 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 Page 4 of 6 TFP191 S FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT WEIGHTTYPENUMBER (TIO) SCHO. ( lb.) 45• ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/O 80054 2" 3/4" 80 056 80055 2-1/2" 13/16' 80 0.89 80056 3" 1" 80 1 19 80075 3/4" 1/8" 40 0.07 COUPLING 6 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3116" 40 0.12 80078 1-1/2" 3116' 80 0.25 80079 2" 3/16" 80 0.38 80080 2.1/2" 1/4" 80 0.67 T/O 80081 3" 3/16' 80 0.91 80220 1" x 3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16' 40 004 80201 1-1/4" x 3/4" 1/2" 40 0.11 80202 1-1/4" x 1" 5/16, 40 0.12 80203 1.1/2" x 3/4" 518" 80 0.16 80204 1-1/2" x 1" 112" 80 0.14 REDUCER BUSHING 80205 1-1/2" x 1-1/4" 318" 80 017 80206 2" x 3/4" 13/16" 80 0.27 80207 2" x 1" 11/16" 80 0.26 80208 2" x 1-1/4" 9/16, 80 0.24 0209 2" x 1-1/2" 7/16" 80 0.19 I T/O 80215 2-1/2" x 1" 15/16" 80 0.42 80214 2.1/2"x 1.1/4" 13/16" 80 045 80213 2-1/2" x 1-1/2" 11/16, 80 0.46 80211 2.1/2" x 2" 518" 80 029 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2.1/2" 112" 80 0.47 CAP 80100 3/4" 5/16, 40 0.04 80101 1" 3/8" 40 0.06 80102 1-1/4" 7/16' 40 0.10 80103 1.1/2" 11/16, 80 0.20 80104 2" 5/8" 80 0.31 T/O Ir- 80105 2-1/2" 7/8" 80 0.58 80106 3" 1" 80 0.88 GROOVED T/O PIPE O.O. COUPLING ADAPTER 80160 1-1/4" x 1-1/4" Groove 2.5/16" 1-1/4"(1 660") 40 0.78 80161 1- 1/2" x 1- 1/2" Groove 2.5/16" 1-1/2" (1.900") 80 0.95D:11 PIPE 80162 2" x 2" Groove 2-5/16" 2"(2 375") 80 1.42 O.D 80163 2-1/2.*x 2.1/2" Groove 2.5/16" 2-1/2" (2 875") 80 2.28 T/ O -I 80164 3" x 3" Groove 2-1/4" 3" (3.500") 80 3.00 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 FIGURE 2 - FITTING DIMENSIONS (Part 2 of 4) TFP191 S Page S of 6 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT T/O) SCHO. WEIGHT lb.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16• 80 020 80176E 1" x 112" NPT 7/16" 80 0.22 80175WL 3/4" x 1/2" NPT 7/16" 40 0.16 80179 1" x 3/4" NPT 13116" 40 0.43 Page 6 of 6 TFP191 S FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT T/O) Ib.) BACK-TO-BACK TEE x x Y x z x Y Z x Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been Installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for It, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- oress or implied including warrant of merchantability and fitness fora Dar_ ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim Is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILOING PRODUCTS, 451 North Cannon Avenue, Lansdale. Pennsylvania 19446 Notification to Jobsite Building Trades KI Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. For additional information contact the general contractor or the fire sprinkler system installer. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPEIFITTING MANUFACTURER" Rev 2.0 Nov 13, 2007_distribu1 Product Label A Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2.0 Nov 13. 2007 diskibul Important Information with Regards to Your CPVC Fire Sprinkler System CONGRATULATIONS, your building structure contains a state of the art life safety system. Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Keep your system clear from contact with the following products and chemicals unless product labels state materials are compatible with CPVC: NOTICE Ordinary considerations Property maintenance services Cleaning Products Detergents Fungicides Oils/Lubricants/Greases Mold Remediation Rubbery Materials Chemicals Termiticides / For hired contractors & do-it-yourselfers Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood Finishes/Varnishes You should also avoid the following: Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40•F/4°C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot work around the pipe, i.e. blow torches, soldering, etc. Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. Proper care will help your CPVC fire sprinkler system provide protection for years to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOO Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1 " tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C@Us USTEo Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27A6 15/16 13/i6 51h 5/16 9 1 21 V16 17/16 13/16 6 5/16 9 1 1/4 3 1A6 1 SA 13/16 61h 5/16 11 11h 35/i6 13/4 13/16 7 5/16 12 2 33/4 21h 13/i6 8 5/16 15 OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH. 951.737 5599 - FAX- 951.737.0330 mCUSTOMERSERVICE - 800.786 5266wwww.toko.com Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. C 9US LISTEO 1 5/8" 3 5H I J' TRUSS HEADER OR TRUSS JOIST TYP) 1 5/8" 1 5/8" OFFICEIMANUFACTURING FACILITY - 1375 SAMPSON AVE. • CORONA. CA 92879 - PH- 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed i on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. • Approvals — Underwriters' Laboratories Listed in the USA (UL) and \ Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1 " tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. r. A' C&US USKO Dimensions - Weights CPVC A B Max. Hanger Fastener Hex Approx. Pipe Size C Spacing (Ft.) Head Size Wt./100 3/4 25/1s 1Sa2 13/16 51h 5/16 9 1 2% 15/16 13N 6 5/16 9 11/4 3 11h 13/16 61h 5/16 11 11h 31/4 1 % 13/16 7 5/16 12 2 31 /16 127h2 13/16 8 5/16 15 OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. - CORONA. CA 92879 - PH: 951.737.5599 - FAX: 951.737 0330 CUSTOMER SERVICE • 800.786 5266 www.roleo.com ULIULC Listed` Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe 02003-2007 Fire Protection Products. Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFit® Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. ULIULC Listed 21R97 Specifications Materials: Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS Working Pressure: 400 WOG Fire Protection Products, Inc. F P P 1" 6241 Yarrow Dr.. Suite A. Carlsbad. CA 92011-1541 For questions: 1 800 344-1822 - 1 800 344-3775 fax • www.fppi.com SPEARS FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves Disc Price Part Number Size Code Each Socket x Socket 6622-007C0 314 0041 22.68 6622-01000 I 1 0041 28.36 CPVC Check Valves Disc Price Part Number Size Code Each Socket x Socket S1520-11000 I 1 004 22.56 S1520-12C0 1-114 004 25.22 S1520-15C0 1-112 1 004 28.36 CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number Size Code Each SR Fipt x Socket S1520-10FSRSCO 11 004 24.44 S1520-12FSRSCO 1-114 0041 28.22 S1520-15FSRSCO 1-112 0041 33.47 General Installation Information: Socket end connections should be installed using Spears@ FS-5 One -Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears© BLUE 75Tm Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from SpearsO Innovation and Technology FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/4",1 " 1/4-Turn Ball Valve, Maintenance -free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket E!] Socket x Socket Part Number Nominal Size I Dimension Reference inches, t 1116 I A 1 8 C 0 E 6622-007C0 3/4 1-13/16 1.1/2 3-9/16 2 2 6622-01000 1 2-1/16 1-3/4 4 2-5/16 2-5/16 1", 1-1/4", 1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference inchesr* 11168Cv GPM) A C 0 Socket 1 SR Thread S1520-1000 S1520-10FSRSCO 1 1-11/16 2-5/16 1 2-15/16 4-9/16 2-5/8 33 S1520-12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 1 3-5/8 5-1/2 33/8 42 S1520-15CO S1520-15FSRSC0 1 1-1/2 1 2-7/16 3 1 3.11/16 5-5/8 1 3-3/8 11 89 Made in the U.S.A. NOT FOR USE WITH COMPRESSED AIR OR GAS Progressive Products from Spears® Innovation and Technology Page 2 E)POTTER FOR CPVC PIPE VSR-SC VANE TYPE WATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sires. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Installation (See Fig. 1 and 2) These devices may be mounted on horizontal or venical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed whim 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a I" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the I" male fitting from the VSR-SG. Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (Note: The I" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wan 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe sire and type of "fEE used. See Fig. 3 and Fig 5 for instructions CUL, ULand CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Coverlamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NIBCO, and IPEX (Scepter). Fits pipe sizes - I", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing Temperature range: 400 F to 1200 F (4,50 C to 490 C) - UL Stock Number: 1144460 1144461 w/fSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o-ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. A CAUTION Do not over -tighten the union nut, hand tighten only The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Note: Do not leave cover oil'' for an extended period of time. Inspection And Testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. I f there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently) Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • wvw.pottersignal.com PRINTED IN USA MFG. #5401205 - REV E PAGE I OF 3 5/08 E)POTTER The Symbol of Protection Fig. 1 MINIMUM CLEARANCE I- MALE FITTINGREWIREDFOR MUST Wit.. outINSTALLATIONOR % ON STOPREMOVALOFDEVICE) / NO DUSIIINGS. I I . INSERTS OR 1OWG, 11062-1ADAPTERS ARC PERMITTED Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. Fig. 4 Typical Electrical Connections Fig. 2 FOR CPVC PIPE VSR-SC VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90seconds). The time delay should beset at the minimum required to prevent false alarms. Fig. 3 DIRECTION or MATMOw 0 OMC. /toe!-! Important: 7 paddles arc furnished with each unit to accommodate the various sizes and manul'acturers of TEES. The paddles have raised lettering that show the pipe size and the TEE axmufacturer they atte to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Notes: I. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 6). Fig. 5 Grinnell TEE TEE's manufactured prior to 5/99 TEE's manufactured after 5/99 D.C. 11062-4 Notice: As of 5/99 Grinnell has changed the design of their TEE fittings. The new fittings will require the rise of the standard paddle, while you will still be required to use the paddle harked Grinnell on all fittings manufactured pnor to this date. Failure to install the correct paddle could cause (he device to malfunction or operate Improperly. Optional Cover Tamper Oo — O—fff--4N p RJ-rARD ADIUSTIMEWT KNOB lins1OC dui Ogg rs 1O MOUNTSOARROW 04iIa pOO before ON BASE POIMS BT DIRECTION OF installing switch O WATF.RFLOW r MALE FITTING ON ALL SI%J'S i r\ I owes uof•In RUN OF TIIIi M: Flowing water activates MAY BE 1' . 11/4'. dewxinonedmxa000ny II/2'.OR I' NEGATIVE OC OR McVrRAI. ISITI VE DC tuornC FLOW XOMi E PANEL Cover Tamper Switch Shown with cover in place) WILT) (RED) (BLK) oruaiwiu Fig. 6 Switch Terminal Connections Clamping Plate Terminal V I."G/ a u.ir•I AWARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of Itfe A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. #5401205 • REV E PAGE 2 OF 3 5/08 P P FOR CPVC PIPE VSR-SC WATERFLOW ALARM0TTVANETYPE The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one ennduii rnimnrr Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance I nspect detectors monthly for leaks. I f leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble -free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. PRINTED IN USA MFG. 05401205 - REV E PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA-AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note I) 400 to 150°F (400 to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-I weatherproof backbox Model BBX- I deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-I, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 R. (3m) (1) 6(150) 12VDC MBA126 1750070 12A 85 76 8(200) 12VDC MBA128 1750080 12A 90 77 10 (250) 12VDC MBA 1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6 (150) 120VAC PBA 1206 1806120 05A 92 83 8 (200) 120VAC PBA 1208 1808120 05A 1 99 1 84 10 (250) 120VAC PBA 12010 1 1810120 05A 1 99 1 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone. 800-325-3936/Canada 888-882-1833 • wwwpottersignal.com PRINTED IN USA MKT. 98850001 - REV V PAGE I OF 2 MFG. H5400776. 10/06 E)POTTER- BELLS The Symbol of Protection PBA-AC & MBA -DC FIG. 1 BELLS 10" 250) - 8.. 200) 6" I 150) I li I I J 2 1 I I (68)8) DW(:II 776.1 FIG. 3 DIMENSIONS INCHES (mm) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE 3 3/8" 5" 86) (127) 86) 4 1/4" 108) DWG/ 776.2 WIRING (REAR VIEW) A.C. BELLS WIIITE (IN) WHITE (OLM 0 FROM CONTROL PANEL OR PRECEDING BELL 0 BLACKON) C.LAC. CAUTION: WIIEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SIIOWN NO I'ES: I. WIIEN USING AC DELLS, TERMINATE EACII EXTRA WIRE SEPARATELY AFTER LAST DELL 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC DELLS OWGs 776.3 INSTALLATION 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV V PAGE 2 OF 2 MFG. # 5400776 - 10/06 so 40''.. rI 70= f 20 to 0 „ „o too TYPE 1005P / 1005 / I0o5S GAUGES Applications include compressors, filler regulators, medical equipment, automotive diagnostic, beverage dispensing, industrial machinery and a variety of other applications ACCURACY ASME 840.1 Grade 8 (4-2-3%of span) DIAL SIZE 1 K 2. 2%,: 3'/i (lot 4912-available with steel case/ ring and ptastic window. Type WOO. please contact factory) CASE MATERIAL IOOSP-ADS. black 1005 - Black painted steel 1005S - Stainless steel (1'14 d 2-only) Optionw color odwdon black vent hole WETTED MATERIAL Bronze/ brass. Optional sockets, nickel plated, re0on taped, top or side connections, throttle plugs SENSING ELEMENT Bourdon tube; Ashcroft patented PowerFTex' movement CONNECTION i and'/. NPT back and lower. (I %-not available in''/. NPT back; 4%-Type 1000 available in V. NPT lower only, consult factory) RANGES Vac.- 6000 psi and compound W i ZD`i TYPE 1088A/AL GENERAL SERVICE GAUGE Applications include hydraulic systems, machine tools, pressure washers/sprayers and a vcriety of other applications ACCURACY ASME 840.1 Grade 8 (s3.2.3%of span) DIAL SIZE 63mm ( 2'/21.100mm (41 CASE a RING MATERIAL 304 ;: rainless steel• dry, liquid filled or field tillable WETTED MATERIAL Bronze/ brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFW move- ment CONNECTION h NPT lower and back Optional, metric and SAE connection RANGES Vac, 15,000 psi and compound r0 eOtoji 6 4 too 1 creion• TYPE 10017 PANEL GAUGE Applications Include instrument panels, air- conditioning equipment, air and gas compressors, machine 1001s and a variety of other applications. ACCURACY ASME 8 40.1 Grade 8 (4.2.3% of span) DIAL SIZE I %- 2,, 2r::3i; CASE MATERIAL Black painted steel WETTED MATERIAL 8ronze/ brass. SENSING ELEMENT Bourdon tube; Ashcroft patented PowerF/ex" movement CONNECTION R NPT back,''/. NPT back RANGES Vac.- M psi and compound 0 O M 130 •. j y ; 10 r TYPE 3005 / 3005P Hj\YYDD/RAULIC GAUGE Applications include hydraulic systems, machine tools, pressure washersisprayers, compressors, irrigation equiptment and a variety of other applications. ACCURACY ASME 8 40.1 Grade 8 (t3.2-314 of span) DIAL SIZE 63mm ( 2%j CASE MATERIAL 3005 - 304 stainless steel, dry, liquid filled of field ldlable 3005P - Black ADS dry or glycerine filled WETTED MATERIAL Bronze/ brass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFW move- ment CONNECTION 3005 -'/. NPT lower and back 3005P - %. NPT lower Optional, metric and SAE connection RANGES Vac.- 15,000 psi and compound Commercial Gauge Quick Guide All Gauges Are Not Created Equal... Only Ashcroft° commercial pressure gauges offer the exclusive, patented Powerfle>r" movement The Ashcroft PowerRea'' movement provides a high level of reliability and durability. Superior shock resistance ra Exceptional vibration resistance 1 • Excellent pulsation i1 performance Outstanding durability Ip Helps ensure safety Reduces manufacturing costs Helps assure a quality process Reduces inspection costs In addition, with Ashcroft commercial pressure gauges you get Is Broad product selection 23mm to 4%t dial sizes Ranges from vacuum to 15.000 psi Wide variety of case styles and materials Is Customized IoM dials and pressure CofneCdplS available. Ashcroft commercial pressure gauges also provide True Zero" indication. True Zero" Ashcroft Inc.. 250 East Main Street is true indication of zero pressure being Stratford. CT 06614-5145 USA Tel: 203-37"281 • Fax, 203-385-0408 applied to the gauge. www.asheroft.com I> 0 ,710 IM r \ 1 TYPE 100SM, xRG AGRICULTURAL AMMONIA This product was designed to withstand rug- ged agricultural applications. Features include stainless tube and socket, in addition to glass window• necessary for anhydrous ammonia applications ACCURACY ASME 840.1 Grade 8 (s3.2.3%of span) DIAL SIZE 2W CASE MATERIAL Black painted steel Optional. stainless clad aluminum Type IOOSSM) WETTED MATERIAL 316 stainless sleellsteel SENSING ELEMENT Bourdon tulle: Ashcroft patented PowerFW move- ment CONNECTION NPT lower Optional, 0 020-orifice stainless steel throttle plug RANGES 0160 psi. Of150 psi.01400 psi e r s M TYPE 1005M. xR5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications. Features include enhanced leak integrity plus dual scale (psinemp) dial necessary for these applications. ACCURACY ASME 8 40.1 Grade 8 (4-2-3% of span) DIAL SIZE 2h" 3h- CASE MATERIAL Black painted steel Optional. ASS (Type 1005PM); stainless cladalumi- num ( Type 1005SM) WETTED MATERIAL 316 stainless sleeusteel SENSING ELEMENT Bourdon tube. Ashcroft patented PowerFle>r'move- ment CONNECTION NPT lower RANGES 30 m.Hg Vac1WI50 psi. 30 in.Hg Vac WOO psi with equivalent ammonia temperature sales All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets BULLETIN CGGG-1 Commercial Gauge Quick Guide QNASHCROFT' TYPE 1005, XUL SPRINKLER SERVICE GAUGE These gauges are UL-393 listed, UL of Canada listed and FM approved for fire protection sprinkler service for either water or air systems. ACCURACY ASME 8 40.1 Grade 8 (s3.2.3% of span) DIAL SIZE 3Yi CASE MATERIAL ABS/potycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented PowerRex'' move- ment CONNECTION NPT lower RANGES 0.300 psi (water), 0-80 psi retard to 250 psi (air) 00960 IIESE ACEWY MAMM eN GYN Meoucl5 FM 4QLISTEO L " i. gyp M IM 1a0 40 J • w TYPE 4000GAIIOOG DIRECT DRIVE GAUGE Typical applications include filter regulator lubricators, portable compressors. air lanks. industrial machinery and a variety of other applications. Excellent shock resistance. ACCURACY ASME B 40.1 Grade 8 (112.3%of span) DIAL SIZE 40mm ( 1 Vij or SOmm (21 CASE MATERIAL ABS poycarbonate blend, black WETTED MATERIAL Beryllium copper coil. silicone dampened Integral ABS poycarbonate blend socket Optional.' ri NPror'/. NPT brass. throttle plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm -% NPT back SOmm -% NPT or Y. NPT back RANGES 0. 60 psi (180' arc). 0- 100 psi, 0-160 psi, G-200 psi, G-300 psi, G•400 psi ( 235' an:) For optimum gauge life, select a gauge with a lull scale pressure range of approximately twice the maximum excursion pressure Consult lactory for high Cycle life applications TYPE 1007P, XOR REFRIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or industrial air-conditioning units; refrigerant recovery and reclamation units: refrigerant transport systems and large scale air- conditioning and chilling equipment. ACCURACY I % at zero.:2% three fourths of scale, 4% last fourth of scale DIAL SIZE 295' CASE MATERIAL ABS, red (high pressure) ABS, blue (low pressure) ' Optional, black, ABS WETTED MATERIAL Bronze/ brass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFlex" move- ment with Flutter Guard" CONNECTION A NPT lower RANGES VwM 20 psi retard to 250 psi. O/500 psi VwAIWO psi retard to 800 psi, 0/800 psi Optional, ahemate retilpetant ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options r ) TYPE 23DOG MINIGAUGE'M PRESSURE GAUGE These gauges are perfect for a multitude of applications where a 1 Yi conventional size gauge is too large, such as mini-FRUs, pneumatic stack valves and air compressors ACCURACY 6% of span DIAL SIZE 23mm ( 0.9061 CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION X NPT back with 15mm (Vl l wrench flats. Optional, throme pugs. Pr'A-(J/S) and R 1i8- 8SPn threads RANGES 60 psi-100 psi (180' dial arc) 160 ps000 psi (235' dial arc) TYPE 2071 CONTRACTOR GAUGE These gauges are designed to meet The needs of healing, ventilating, plumbing and au - conditioning contractors. ACCURACY ASME 840.1 Grade A (12-1.296 of span) DIAL SIZE 4'/ i CASE 6 RING MATERIAL Aluminum with back -flange case, painted black: chrome plated ring WETTED MATERIAL Bronze/brass soldered. siphon required for steam service SENSING ELEMENT Bourdon tube: Ashcroft patented PowerAtex" move- ment CONNECTION Y. NPT lower Optional, throttle plugs RANGES Vac- 600 psi and compound urrprrr. Ixrl• TYPE 12COG/I500G DIRECT DRIVE GAUGE Applications include pumps, air compresors. portable tire inflators, portable oxygen equip meat, sell -contained breathing apparatus• portable industrial gas Cylinders and a variety of other applications. ACCURACY Standard: 12% at selpomt (setpomt is normally 50°/ 6 of range) UL listed* 13.5%of span of middle three- liflhs of scale DIAL SIZE IV." 1Yi CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium rapper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube• silkone- filled tube CONNECTION Yes NPT back, safety plug in ISOO psi-4000 psi ranges. Optional. % NPrback, throttle plugs RANGES 0/ 60 psi, Of 100 psi. 0/160 psi. 0/200 psi, 0/300 psi. 0/ 700 psi, 0/ 1,200 psi, 0/1.500 psi 02.000 psi. Or3.000 psi. 014, 000 psi 1• v / 13 O t '. IVIMyM e001OWlaMI i TYPE 01005PS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications. When compared to mechanical gauges the 01005PS offers overall enhanced value. ACCURACY sO.5%of span CASE SIZE 2'h- CASE MATERIAL Noryl2 WETTED MATERIALS 17. 4 PH stainless steel sensor; 316 stainless steel socket SOCKET SIZE'/. NPT CONNECTION Lower (6 o'clock)• 3.9 and 12 o' clock RANGES Vac. thru 19.999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 firs OPERATING TEMPERATURE 14/140-F (-10/60'C) STORAGE TEMPERATURE-4A58'F (-20/70'C) AGENCY APPROVALS CE, EN 61326(1998) CE, EN 61326 Annex A (heavy industrial) LOOKreN adSArA1Cf MARKON OUN n100uCtS CE TYPE MFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable fire extinguishers and systems. ACCURACY Conforms to applicable UL specs' DIAL SIZE 1'/.. 1 %i' CASE MATERIAL Stainless steel sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone -filled tube Spiral tubeberyllium copper CONNECTION ti NPT back Optional, special socket configurations RANGES Maximum scale pressure from 20D psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets. SP3Me107