Loading...
452 Red Rose Ln 17-2280; NEW SFHCOUNTY OF SEMINOLE 4 0qcQj IMPACT FEE STATEMENT 7^l / STATEMENT NUMBER: 17100006 DATE: September 05, 2001`7 BUILDING PERMITATION NUMBER: 17-10000631 fe, UNIT ADDRESS: RED ROSE LN 452 21-19-30-510-0000-1500 1-7^ O O 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: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 452 RED ROSE LN / LOT 150 SFR DETACHED THORNBROOKE PH 4 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS- ARTERIALS CO -WIDE ORD Single Family ROADS - COLLECTORS Hoping N A 705. 00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Hou$ing N/ A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Houa1 CO 54. 00 1.000 dwl unit 54.00 Family WIDE ORD HoN/ iing 5,000.00 1.000 dwl unit 5,000.00 PARKSSingleLAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT \ RECEIVED BY:`lq cJ Rkiis3efa. SIGNATURE: X 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. THh REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 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 THECOUNTYBUILDINGPERMITNUMBERATTHE '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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. 11 Parcel ID Number:;.!- (9-30- Si u-0000- j Q0 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 & C:011PTROLLER BY, 3943 Fa 860 (11'ya) CLERK'S Q 2017068697 RECORDED 07/06/21317 04:1)A:09 PH RECORDING FEES $10.00 RECORDED BY hdevore 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 60 , Legal Description : Thornbrooke Phase T according to the plat thereof, as recorded in Plat Book_L/ Page Hof the public records of Seminole County, Florida. Addresses : %L-e-d Rav, 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. 11. Date Signed : 201 Signature of Owner's Agent: ?1-- n Asa Wright aylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Notary Public DA Clark My commission expires: 6/27/19 // Serial No. FF 209108 CERTIFIED COPY • GRANT Mde E CIRCUIT COURT ia 06 2017 SNDI` E of ER personally known to me. 0114 D A (3 A6 ZOOa`; ••.•• # My COMMISSION EXPIRES: „NeatY son" 1 Signature: o y tit" ",% DEPUTY CLERK 010100 CITY OF SANFORD JUL 26 2017 ;,' BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S03.00 Documented Construction Value: $ , Job Address: L46 a (Za Rd St- L'Q'a-- Historic District: Yes ElNo [IParcel ID: _,#-19-30- SId -0000- !SG 0 Residential 5 Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER : l SU Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphn Permits Perm itsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Q- 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: 407-257-0940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 C1 Architect/ Engineer Information Name: Phone: Street: Fax: 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 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. 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 as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application g • ..,. a CITY OF SANFORD JUL6 20i7 ! ;; BUILDING & FIRE PREVENTION f PERMIT APPLICATION Application No: Documented Construction Value: $ 3 Job Address: 46a IZM K.aS c- Historic District: Yes No 0 Parcel ID: _,24-19-30- 510-0000- /5-00 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE_ LOT NUMBER : l SU Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email:daphne Perm its PermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-62MO77 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S16 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 zoning. 4/Z Q lI Si ureofOmer/Agent /DSIA t,,1Y Puke, v. r.. -- FF 209 - I03m( COMMISSION tl t " EVIFIES: June 29, 2019 AA W1 Owner/Agent is yE ^1111 'sonally Known to Me or Produced ID N/A Type of ID 1/1cn Y of Contractor/Agent Dal — Print Contractoml- n Signature of No to of Florida Date ro0A • U 4 D. A. CURK IN COMMISSIM 0 FF 209108 fQ EXPIRES: June 27, 2010 ovadv BoWedThm8 11Notary69MM Contractor/Agent is YES Personally Known to Me or Produced ID NIA 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: A c "Z'I WASTE WATER: FIRE: BUILDING: Revised: June 30. 20 15 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 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. 14 'A/r4 —]Uf Sig ureofOwner/Agent / of1 verN v. r. 2090 @- MY COMMISSION 0FFS.June 27, 201. woOwner/Agent is 1EDIronally Known to Me or Produced ID N/A Type of ID si lure of Contractor/Agent Dat JOHN ASA WRIG Print Contractor/Agen P Signature of Nol ,tte of Florida Dale D. A. LURK MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 lladed1ANe agllNIttry6emm 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 a Mechanical®' Plurnbing[ Gas[]Roof Construction Type: 4l;s Occupancy Use: Total Sq Ft of Bldg: 214 l Flood Zone: X_SE Min. Occupancy Load: 1L-1 # of Stories: 2 New Construction: Electric - # of Amps Iop- SO Fire Sprinkler Permit: Yes[] No [g # of Heads APPROVALS: ZONING: or UTILITIES: ENGINEERING: tMEr— SA-21P ?FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Z3 Plumbing - # of Fixtures 21 Fire Alarm Permit: Yes No 9 WASTE WATER: BUILDING:'V I.o-3•t1 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 1'1- ZZ$O Address: !,/SZ 2t b .P_oSF— e-0 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 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 1* d- 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBINOTER MIT 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 Pi %4-4 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: 452 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1500 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 ICIAL US•E ON 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 W, the best available information used to determine the base flood elevation is: BP#17-2280 Reviewed by: Michael Cash, CFM Date: August 9, 2017 0 e O • Application for Right -of -Way Use ORID a I for Driveway,Walkway& Landscape 1877 — 11 ansca» Department of Planning & Development Services nfordn. 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 dearly Identifying the size and flu. location of the existing rig/htt—Hof-waay aa+nd use shall be provided or application could be delayed. 15- 0 CallbeftnywdW 1. Project Location/Address: Z/SA 2. Proposed Activity: Driveway L LQ 11 Walkway nOther. 3. Schedule of Work: Start Date Completion Dale Emergency Repairs 4. Brief Description of Work: '^WWA v ro e NRV &rk 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 shag 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, utilities, stomiwater fadGdes, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate andfor repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public rlghtof-vmy. 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, 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 properly, 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 Cltys 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 ctty's adopted Fee Resolution. Signature: 1Lf Date: O 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: s-...>.::.::•:,......... sY:rr.,,'is. x>-.>:>Y:.*.y-.;.t:::; i^: t•. _. ::ia.>:'<si:is:.;::i'• •!'i::::• i:i: a:.iu::«..i:. .... .... ... .. .... .. .... .. ...t.. S -.... r :%iY;',, .:'ii»:• o,:`i 3}:z::r i<.iii.;,x.i.•.: i;>ia•.v:: ;:;, .. ... .. i•ei..:i•:•:::....;;.;.}................................5.:}..Y..:,::Y.::.,.......:..Y..:: r: ." ' :r.::..n.. :'r:: •.:i::'':'."?j:iv;;;tc.: Sr.`%?:ii..ss=: t.x:.r x:::: • :Sr:.: Y::••>7:a-. :.x.....y.. xy....... 1::s:a•.ts;}:)'.rs" - G ail:l:1Se flfl >s>::>:.:.::: ` : Y•s`: 1. S ia:z::i i4 •il%:'•' PP. :%><:><<' fee•• -'-:i i»z% .:3F:- -:Oaf iE::. .<c. •ram )•r>7<%.:a.w.Y.: x..::r y' tJ.2t a.) ,Y>«w ew Jr;.: ::>.SY4~ •:4..v.1 Y.:i't}:•}!yam} X<• 5:: <:t-'/"i.'i'• S. .. wS.^• i ,>,.. . NS.i.:1w .1 ".. ..,..?4> M :;:. ti5• ia:>::r' pevte .> .... ..... ?... >:yx: .:>'::•.:}:.:A rS.v]:>Y.e:<.t..S,': :::1'iM:YJ Y.>«.:hti0.«i i«: l' ..i:::. '::. T}Y`.>}l' :>:}>. wa}a .. A... <•, .. ).. .. -. 5. .}:>. ..... .. Y.:.:::tX: Y.Y.}i::?n..7w.>. -.- .n:.'re ::> i ::.5::t:::7" :: Y....::::Xn :'>:.}.^.:<'.:.^.3:'•:1: :: ^ n'>:r r. /. :. i: ix«-a:sw«_Y.i......<:. :•. a:.• •. .. :Y+: F..i ...I,r,w:Y<.:,r?:.:::?Y Y.: s... ::>.................t..,................,.................._.i`!i?.`s..):a»•ti:.a:i:••;'%':t4i:a o: i.: :< Y)a.: a.a 3>rs >r>).:: i:::S:i:x>... :J•::.x..t,l: P6bllc Wen $• ,::: :~s, J:` .;:i.::a:i £':£i ^.X:.'.::5.x:.f?: i.i a :^. :>: : .::s.:.5:. K::::::>5'bY-5•: .. vi:Y:_: 5>:::,:n4:.. i::.e'1y ::>.:4>:::' .:)>.::.f Y.>.X>J::: AA>x:...:_.YA.t>.l>J ,.Y::l:.y }...Y.: ..:. y2.. p •w::i.: ::.':}::: :::'i:: 4.:1..:. iJ'}::: n'M I:: :•'j'v :Y:' ->Y. sf ya(}Y. S, jY'J:.:a'. {S•:W:i[:f}:i:l'7:ir>::AR: .:>xJ:a i.:t. i:YU:Yi .1.. ^„^.n:(:.}`::y:2::::.' 1.::5 :.: :::.:.:: ...................t.:..2::5.: ::•:t:... ..,,.. ... <. ...; ...: • ::s.>i:5•`s.:i}^.>:>: ..:).?.i..w5: r: is w.xn .k.,.-: K, ,.:f..ys,:4G,.. II ..3.. ..a.• c>:..K. ^` :•Y.: :.}.>:5h:3.: :.3.X.: :.>:5. ..):. 5,:i.c:}t.6 Lxl: 2X6•i r.:: i.}r..:xh.: iiri: :1]ate' tilt' i•i: r. iiri:i iu :: ii5's < : i •: oi5 :.:r:i '•'t.. v5.... q.V0. a r, 5x 1. i.:.K •' ww w r. JJ v iftiee y ii ' y:r.•:. r::: YJ::ur.)a.>X»)ti:a)•:).::)ri's.;n,mn..w•rt.:..:1 •-•e'S:ir.':ii •r ,• .^.:)x..J,..y,.i?.. ..,..}.:.',>3a ?, hx:,y5.•..•;}..Y:.}iR.•::x:a::•:an:: •:: .::Y,:r.>x:.r •>•:..:: 1 .. yt:..,,«w..}hr::li,':i::: :i'Y..vr.J...•,w,.wi. "J+H:- ::Y, 7i4)hwr': i7<.i•'••<:.:ti." K• h.•Ol t) SiXe: Uisp9ieteQ'.b ::a.. ..;: %i if {. S i1 •,} •,1.: / • H 3:.,a ': n?e 6 ne :. Y; yl C^ 5: E1Sedat;P,efiiitjCondi'tiamsMfi«%• .,t . :y;i 5:5 `x: ice:^• •:;. i o• 4 ROW UN Ddv&my.pdr FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot150ThombrookeManchesterAGRSEt Builder Name: TAYLOR MORRISON Street: ysa ke a Jed S et r' a Permit Office: J & vL. 4fT J. cr City, State, Zip: FL , S+p,.`dp . Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=13.0 1377.00 ft' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=111.0 1098.20 ft' c. Frame - Wood, Adjacent R=13.0 231.00 ft° 4. Number of Bedrooms 4 d• N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types (1277.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1277.00 ft' 6. Conditioned floor area above grade (ft') 2138 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c' /A R= ft 11. Ducts R ft' 7. Windows(358.9 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.23 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 86.67 ft' 12• Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 43.5 SEER:15.50 c. U-Factor. N/A ft° SHGC: 13. Heating systems kStu/hr Efficiencyd. U-Factor: N/A ft' a. Electric Heat Pump 43.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.027 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems 8. FloorTypes ypes (1277.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft2 b. Conservation features EF: 0.950 b. Raised Floor R=19.0 78.00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.168 Total Proposed Modified Loads: 61.21 PASS TotalBaselineLoads: 68.78 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this p Code. - calculation indicates compliance O withtheFloridaEnergyCode. r,,,r'.:; ;.:°?°: •' ;, PREPARED BY: Before construction is completed r ? DATE: 5/31/1.7 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. o with the Florida Energy Code. WE EOWNER/ AGENT: BUILDING OFFICIAL: _ _ DATE: t-1 rlDATE: 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.lnsulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report In accordance wfth R402.4.1.2. 5/ 31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 P U K 2 SCPA Parcel Yew: 21-19-30-510-0000-1500 http://parceidetaii.scpafl.org/ParceiDetailinfo.aspx?PID=2 119305100... Property Record Card PRAaJ Parcel: 21-18-30-510-0000-1500 KA1 Owner. TAYLOR MORRISON OF FL INC ae o`ooaxry Properly Address: 462 RED ROSE LN SANFORD. FL 32771 al Information P81CM 21-19-30-510-0000-1500 Owner TAYLOR MORRISON OF FL INC Properly Address 452 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax Dlsirlet SISANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Summary 2017 ftrWng 2016 Cerified Values Values Valuation Method CoaVMarket Cosumarket Number of BufldIngs 0 0 Depredated Bldg Value 0 Depredated EXFT Value 0 Land Value (Market) 26.050 0 Land Value Ag 0 Jusumarkat Value •• i26.050 0 Portability Adl 0 152 3 Save Our Homes Ad) 0 14 33.94 Amendment I Ad) $12._784 0 P&G Ad) $0 0 -- — 151 Value- -- - $13.268 --- - ti #150 149 148 TR Tax Amount wl0loat SOH: $0.00 C ! 201a Tax Bel Amount $0.00 Tian Esdmalor Save Our Homes Savings: $0.00 N 85 37 83 34 6160 40 35 • 0066 NOT INCLUDE Non Ad Valorem Assessments Seminole County Legal Description - - LOT 150 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes Taring Authority Assessment Value Exempt Values Taxable Value County General Fund 13.266 0 13.286 Schools 28,050 0 i 26.050 CIty Sanford 13.266 s0 13.266 SJVIIM(Seint Johns Water Management) 13.266 s0 13,286 County Bonds 13.266 so 13.286 Sales Daacnption Date Book Page Amown Qualified VlarJlmp No Sales tj ompsraOAs Land Memad Frorltsge Depth UNt Unit Prim LOT 1 S28.050. Building Information Permits Permit 0 Deaaipli. Agency Amount CO Date Land Value 00 i28,050 j PartMt Date 1 of 2 7/6/17, 12:13 PM BP200I03 CITY OF SANFORD 7/26/17 Application Inquiry - Fees 15:00:39 Application number: 17 00002280 Property. 452 RED ROSE LN Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF 01-APPLCTN FEE -BUILDING 25.00 25.00 A BR 01-BLDG PLAN REVIEW 522.00 522.00 A D5 02-CURB CUT/DRIVE - S/F 40.00 01) Credit fees due: .00 Revenue fees due: 5 7.00 ( Total due: 58100 Press Enter to continue. F3=Exit F11=Change view F12=Cancel F10=Amt billed CUStOMER RECEIPT *** Oper: BLANTOND Type: CC Drawer: 1 Date: 7/26/17 01 Receipt no: 164566 Year Number Amount 2817 2288 452 RED ROSE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 571.60 Tender detail CK CHECK Total tendered Total payment Trans date: 7/26/17 46518 $571.06 571.68 571.80 Time: 15:05:23 Bottom 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 150ThornbrookeManchesterAGRSE Builder Name: TAYLOR MORRISON Street: q5;;, " Permit Office: S City, Slate, Zip: FL, Se....%,,/ 1j Permit Number: # 2 2 8 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft° b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1277.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1277.00 ft7 6. Conditioned floor area above grade (ft') 2138 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ftT 7. Windows(358.9 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.23 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 86.67 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 43.5 SEER:15.50 c. U-Factor: N/A ft' SHGC: 13 Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 43.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.027 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1277.0 sgft.) Insulation Area EF: 0 950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b. Raised Floor R=19.0 78.00 ft7 None c. other (see details) R= 42.00 ft° 15. Credits Pstat Glass/Floor Area: 0.168 Total Proposed Modified Loads: 61.21 PASSTotalBaselineLoads: 68.78 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 yo1< _ _ Code. - calculation indicates compliance FO with the Florida Energy Code. unr ••. •::=€' .`.,°, O PREPARED BY: Before construction is completedis DATE: _5/31/_1.7 _ __ this building will be inspected for y° compliance with Section 553.908 a , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'Op tyE C 0- OWNER/AGENT: BUILDING OFFICIAL: DATE: %MCP /_ DATE: 1p-• '7 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. 5/31/2017 1:42 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2f114 PROJECT Title: Lot 150ThornbrookeManches( Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area, 2138 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office, Cross Ventilation- No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-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 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 78 ft7 19 0 0 1 2 Floor over Garage Main _-__ ____ 42 ft' 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft' 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft' N N 5/31/2017 1:42 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) Main 38 Blown 1277 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To_ Wall Type Space R-.Value--Et-In-Ft-In_ Area-R>Value_Fraction-Absor._Grade% 1 NE Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft' 0 0 0.6 0 3 SE Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 ft' 0 0 0.6 0 5 S Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 ft' 0 0 0.6 0 6 SW Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 7 SW Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft' 0 0 0.6 0 8 NW Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 NW Exterior Concrete Block - In( Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 0.01 0 DOORS 1OmtDoorTypeSpaceStormsU-Value Width Height Area Ft In Ft In 1 Wood Main None 39 2 10 8 22.7 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Omt ID Frame_ Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 ne 1 Vinyl Low-E Double Yes 0.34 0.31 45.0 ft' 1 ft 0 in 1 ft 0 in None None 2 ne 2 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft' 1 ft 0 in 11 ft 8 in None None 3 se 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 0 in None None 4 s 5 Vinyl Low-E Double Yes 0.58 0.32 22.7 ft' 10 ft 6 in 0 ft 4 in None None 5 sw 6 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 0 in 1 ft 0 in None None 6 sw 6 Vinyl Low-E Double Yes 0.34 0.31 15 0 ft' 1 ft 0 in 1 ft 0 in None None 7 sw 7 Vinyl Low-E Double Yes 0.34 0.31 9.1 ft' 1 ft 0 in 11 ft 8 in None None 8 nw 8 Vinyl Low-E Double Yes 0.34 0.31 300 ft' 1 ft 0 in 1 ft 0 in None None 9 nw 8 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft' 1 ft 0 in 1 ft 0 in None None 10 nw 9 Vinyl Low-E Double Yes 0.34 0.31 58.3 ft' 1 ft 0 in 11 ft 8 in None None 11 NW 9 Vinyl Low-E Double Yes 0.58 0.32 64.0 ft' 9 ft 0 in 0 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 384 ft' 64 ft 8 ft 1 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 f&iT:7Ai ZtiU &IIIV INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000292 1639.1 89.99 169.23 .2627 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 43.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.5 43.5 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Mar Venting Jan Feb X Mar Ceiling Fans: r Ma Jun Jul Au Se AtMayJunJulAugSepOct Nov Oct Nov NovDec Dec 5/ 31/2017 1:42 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 (WO) 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 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 89 The lower the EnergyPerformance Index, the more efficient the home. FL, 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=O 31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 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. Raised Floor c. other (see details) New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2138 b. N/A Area c. N/A 272.23 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 86.67 ft' 12. Cooling systems ft' a. Central Unit ft' 3.027 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 78.00 ft' R= 42.00 ft' 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: ` P40e Kos< (.4 K,4_ City/FL Zip: SQ ti e-.-• Insulation Area R=13.0 1377.00 ft' R=11.0 1098.20 ft' R=13.0 231.00 ft' R= ft' Insulation Area R=38.0 1277.00 ft' R= ft' R= ft' R ft' 6 427.6 kBtu/hr Efficiency 43.5 SEER:15.50 kBtu/hr Efficiency 43.5 HSPF:9.00 Cap: 50 gallons EF: 0.95 Pstat O& qKE STgr6 Cd a e 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. 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report Job: Lot150ThombrookeMan... P P Date: 6/4/2014 HEMI 0•AM CONDITUMM Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM For: TAYLOR MORRISON Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 30081 Btuh Latent gain: 5114 Btuh Total gain: 35195 Btuh Estimated airflow: 1450 cfm Entering coil DB: 76.8°F Entering coil WB: 63.4°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBX27UH-042-230'++TDR Actual airflow: 1450 cfm Sensible capacity: 33479 Btuh 111% of load Latent capacity: 6103 Btuh 119°/o of load Total capacity: 39582 Btuh 1120/o of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 24343 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBX27UH-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39236 Btuh 161% of load Capacity balance: 27 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 112% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Atwri htsoft• 2017-May-3113:47:23 9 Right -Suite® Universal 2017 17 0 16 RSU24011 Page 1 esterAGRSE\Lot150ThombmokeManchesterAGRSE rup Calc - MJ8 House laces. SE Job: Lot150ThornbrookeMan... DEL -AIR Component Constructions Date: 6/4/2014 Ittmac"eoEntire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Project• • For: TAYLOR MORRISON Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7. 5 Fireplaces Heating 70 28 30 1. 5 Simplified Average 0 Cooling 75 18 50 46. 4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain It, BWhRIr "F tl •FrBWh 81uhM2 awn SluhW Stu Walls 12C- Osw: Frm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A- 7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk: NFRC rated (SHGC=0.31); 1 ft overhang (5 It window ht, 1 ft sep.): 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, 1/ 8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft window ht, 11. 67 ft sep.); 6.67 It head ht 10C- v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk; NFRC rated (SHGC=0.32): 10.5 ft overhang (8 ft window ht, 0. 33 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht ne 374 0.091 13.0 2.58 962 2.34 875 se 240 0.091 13.0 2.58 618 2.34 562 sw 398 0.091 13.0 2.58 1024 2.34 931 nw 200 0.091 13.0 2.58 515 2.34 469 all 1211 0.091 13.0 2.58 3119 2.34 2838 ne 330 0.095 7.5 2.69 886 1.67 550 se 47 0.095 7.5 2.69 125 1.67 78 s 30 0.095 7.5 2.69 81 1.67 50 sw 341 0.095 7.5 2.69 916 1.67 568 nw 158 0.095 7.5 2.69 424 1.67 263 all 905 0.095 7.5 2.69 2433 1.67 1509 208 0.091 13.0 2.58 536 1.44 300 ne 45 0.340 0 9.62 433 27.1 1219 se 30 0.340 0 9.62 289 25.6 769 sw 15 0.340 0 9.62 144 25.6 384 nw 30 0.340 0 9.62 289 27.1 813 nw 40 0.340 0 9.62 385 27.1 1084 all 160 0.340 0 9.62 1540 26.7 4269 ne 39 0.340 0 9.62 374 27.1 1053 nw 58 0.340 0 9.62 561 27.1 1579 all 97 0.340 0 9.62 935 27.1 2632 s 23 0.580 0 16.4 372 11.8 267 sw 6 0.340 0 9.62 58 24.4 146 wri hRsoft 2017-May-3113:47:23 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 esterAGRSE\ Lo1150ThornbrookeManchesterAGRSE.rup Cale = MJ8 House faces: SE 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 9 0.340 0 9.62 88 27.5 250 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 It head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" nw 64 0.580 0 16.4 1050 32.0 2047 gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 It overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 23 0.390 0 11.0 250 12.0 272 Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1277 0.026 38.0 0.74 939 1.41 1801 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 78 0.050 19.0 1.41 110 0.71 55 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 C wri htsoft` 2017•May-May13.47 23 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 esterAGRSE\ Lot150ThornbrookeManchesterAGRSE.rup Calc . MJ8 House faces: SE Job: Lot150ThombrookeMan... DEL -AIR Project Summary Date: 6/4/2014 tl1nmtu•alcolltmmmtu Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone, 407.333-2665 Fax, 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 6/17/16 JA LS 2115/17 JA LS 5/31/17 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 19504 Btuh Ducts 4839 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24M Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating cooling Area(ft2) 2138 2138 Volume (ft3) 22293 22293 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 152 78 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-042-230-19 AH R I ref 7045034 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 27 OF Backup: 9 HSPF 43500 Btuh @ 47°F 27 0 1450 cfm 0.060 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 27292 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22752 Btuh Ducts 7329 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 30081 Btuh Latent Cooling Equipment Load Sizing Structure 3654 Btuh Ducts 1460 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5114 Btuh Equipment total load 35195 Btuh Req. total capacity at 0.75 SHR 3.3 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBX27UH-042-230'++TDR AHRI ref 7045034 Efficiency 13.0 EER, 15.5 SEER Sensible cooling 32625 Btuh Latent cooling 10875 Btuh Total cooling 43500 Btuh Actual air flow 1450 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wri htsofft' 2017-May-3113:47:239Right -Suite® universal 2017 17.0 16 RSU24011 Page 1 esterAGRSE%Lo1150ThornbrookeManchesterAGRSE.cup Calc - MJ8 House laces: SE DEL --AIR Right-J® Worksheet Entire House DEL -AIR HEATING 8t AIR P9NDITI% IN9531CODISCOWAY, SANFORD, FL 327hone: 407.3 -2665 ax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot 150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 Room name Entire House family nn 2 Exposed wall 270.6 It 32.0 It 3 Room height 9.2 It 9.3 It heat/cool 4 Room dimensions 15.0 x 17.0 It 5 Room area 2434.5 ft= 255.0 ftx Ty Construction U-value Or HTM Area (I12) Load Area (ftq Load number Btuh/It;•F) 131uhl119 or perimeter (it) Btuh) I or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy C 12C- Osw 2A- 2ov 13A• 7.5ocs 0. 091 0. 340 0. 095 ne ne ne 2. 58 9. 62 2. 69 2. 34 27. 09 1. 67 419 45 369 374 0 330 962 433 886 875 1219 550 0 0 159 0 0 159 0 0 426 0 0 264 yLG11 2A- 2ov 0.340 0. 091 ne se 9. 62 2. 58 27. 09 2. 34 39 270 0 240 374 618 1053 562 0 0 0 0 0 0 0 0 YLG12C-Osw 2A- 2ov 13A- 7.5ocs 13A- 7.Sacs 0. 340 0. 095 0. 095 se se s 9. 62 2. 69 2. 69 25. 62 1. 67 1. 67 30 47 53 8 47 30 289 125 81 769 78 50 0 0 0 0 0 0 0 0 0 0 0 0 W yl mil` 10C•v 0.580 s 16.41 11.79 23 45 372 267 0 0 0 0 Val 12C-0sw 0.091 sw 2.58 2.34 419 398 1024 931 0 0 0 0 I-- G 11 8 v 2A• 2ov 2A- 2ov 13A- 7.5ocs 0. 340 0. 340 0. 095 sw sw sw 9. 62 9. 62 2. 69 24. 35 25. 62 1. 67 6 15 350 3 4 341 58 144 916 146 384 568 0 0 0 0 0 0 0 0 0 0 0 0 LO 2A•2ov 12C- 0sw 0. 340 0. 091 sw nw 9. 62 2. 58 27. 52 2. 34 9 270 0 200 88 515 250 469 0 0 0 0 0 0 0 0 Val 2A• 2ov 28- 21v 13A• 7.5ocs 0. 340 0. 340 0. 095 nw, nw nw 9. 62 962 2. 69 27. 09 27. 09 1. 67 30 40 280 0 0 158 289 385 424 813 1084 263 0 0 140 0 0 76 0 0 204 0 0 127 C 2A-2ov 2A- 2ovd 12C- 0sw 0. 340 0. 580 0. 091 nw my 9. 62 16. 41 258 27. 09 31. 98 1. 44 58 64 231 0 0 208 561 1050 536 1579 2047 300 0 64 0 0 0 0 0 1050 0 0 2047 0 L- C P L- D I1D0 166. 38ad 0 390 0. 026 n 11.04 0. 74 11. 99 1. 41 23 1277 23 1277 250 939 272 1801 0 0 0 0 0 0 0 0 CF 20P-19t 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P-19t 0.050 1.41 0.71 42 42 59 30 0 0 0 0 F 22A-tpl 0.989 2799 0.00 1158 118 3291 0 255 32 896 0 6 c) AED excursion 1050 454 Envelope loss/gain 14778 17465 2577 2891 12 a) Infiltration 4726 1497 570 181 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 6 1380 2410 4 920 0 Subtotal ( lines 6 to 13) 19504 22752 3147 3992 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19504 22752 3147 3992 15 Duct loads 1 25% 32% 4839 7329 100/0 10% 315 399 Total room load I 24343 30081 3462 4391 Air required (c(m) 1 1 1450 1450 1 206 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017•May31 13.e I Ripht•Suite® Universal 2017 17.0.16 RSU24011 Page esterAGRSE Lot150ThombrookeManchesterAGRSE.rup Cale = MJ8 House faces: SE 1 DEL -AIR ramm • o camlai ta Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITI( IN9531CODISCOWAY, SANFORD, FL 32771 hone 407.3 -2665 ax: 407.333.3853 Web. WWW.DEL-AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name mstr rm mstr blh 2 Exposed wall 29.0 It 11.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 15.0 x 14.0 it 210.0 It2 1.0 x 91.0 it 91.0 ft2 Ty construction U-value Or HTM Area (fig Load Area (fly Load BlutVftL*F) Btuf1/it2) I or perimeter (ft) Bluh) I or perimeter (ft) Stuh) Heat I Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 V I I--( 12C-Osw 2A-2ov 13A-7.5ocs 0.091 0.340 0.095 ne ne no 2.58 9.62 2.69 2.34 27.09 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0y! 11 L-C 2A-20v 12C-Osw 0.340 0.091 ne se 9.62 2.58 27.09 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W LO 2A-2ov 13A-7.5ocs 13A-7.5ocs 0.340 0.095 0.095 se se s 9.62 2.69 2.69 25.62 1.67 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 10C-v 12C-Osw 2A.2ov, 2A-2ov 13A-7.5ocs 0.580 0.091 0.340 0.340 0.095 s sw sw sw sw 16.41 2.58 9.62 9.62 2.69 11.79 2.34 24.35 25.62 1.67 0 0 0 0 131 0 0 0 0 131 0 0 0 0 351 0 0 0 0 218 0 0 0 0 107 0 0 0 0 107 0 0 0 0 288 0 0 0 0 1791/ G 2A-2ov, 12C-Osw 2A-2ov 2B-21v 13A-7.5ocs 0.340 0.091 0 340 0.340 0.095 sw nw, nw nw nw 9.62 2.58 9.62 9.62 2.69 27.52 2.34 27.09 27.09 1.67 0 0 0 0 140 0 0 0 0 82 0 0 0 0 220 0 0 0 0 136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0v I--C 1 =2 2A-2ov 2A-2ovd 12C-Osw 0.340 0.580 0.091 nw, nw 9.62 16.41 2.58 27.09 31.98 1.44 58 0 0 0 0 0 561 0 0 1579 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L--O 11130 168-38ad 0.390 0.026 n 11.04 0.74 11.99 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 2013-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpi 0.989 27.99 0.00 210 29 812 0 91 12 322 0 6 c) AED excursion 407 14 Envelope loss/gain 1943 2340 610 165 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 1 0 Subtotal (lines 6 to 13) 2460 3333 815 230 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2460 3333 815 230 15 Duct bads I 10% 10% 246 333 101/6 10% 82 23 Taal room load 2706 3W7 897 253 Air required (cfm) 161 177 53 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-May-31 13:47:23 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 esterAGRSE\Lot150ThornbrookeManchesterAGRSE.rup Calc - M.18 House faces SE QEL-AIR M Right-J® Worksheet Entire House DEL -AIR HEATING & AIR P9NDITIONINq531CODISCOWAY, SANFORD, FL 327hone: 407.333.2665 ax 407.333.3853 Web: WWW DEL•AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name utility pwdr 2 Exposed wall 6.0 1t 10.5 it 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 6.0 It 60 x 55 it 5 Room area 360 fl2 33.0 fl2 Ty Construction U•value Or HTM Area (((2) Load Area (ft2) Load number Btuh/112-*F) Bluh/It2) or perimeter (It) Btuh) or perimeter (it) Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t--G 12C- 0sw 0.091 no 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 ILVjl 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 0 2A•2ov 0340 ne 9.62 27.09 0 0 0 0 0 0 0 0 11 yl 12C-0sw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 I-- G 2A•2ov 0.340 se 9.62 25.62 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 47 47 125 78 y! 13A•7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 I-- G 10C•v 0.580 s 16.41 11.79 0 0 0 0 0 0 0 0 12C- Osw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.62 24.35 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 sw 2.69 1.67 56 56 151 93 51 42 113 70 I a 2A-2ov 0 340 sw 9.62 27.52 0 0 0 0 9 0 88 250 Vjl 12C-0sw 0.091 nw 258 2.34 0 0 0 0 0 0 0 0 2A• 2ov 0 340 nw 9.62 27.09 0 0 0 0 0 0 0 0 GG28.21v 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 13A- 7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 2A- 2ovd 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 P LO 12C- 0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 1100 0 390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 36 6 168 0 33 11 294 0 6 c) AED excursion 40 60 Envelope loss/gain 318 53 620 458 12 a) Infiltration 107 34 187 59 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 1 0 Subtotal ( lines 6 to 13) 425 687 807 517 Less external load 0 0 0 0 Less transfer 0 0 0 0 Ret6stribulion 0 0 0 0 14 Subtotal 425 687 807 517 15 Duct bads 1 10% 10% 43 69 10% 10% 8t 52 Total room bad 468 756 888 569 Air required (cfm) 28 36 1 53 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-- wrlghtsolFt' 2017-May-31 13:47:23 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 3 esterAGRSE\ Lotl50ThombrookeMancheslerAGRSE.rup Calc - M.18 House (aces SE DEL -AIR Imo-al Right-J® Worksheet Entire House DEL -AIR HEATING 8t AIR PqNDITIONINq531CODISCOWAY, SANFORD, FL 327hone: 407-333-2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lott 50ThornbrookeManche... Date: 6/4/2014 By: FJF 1 Room name mstr we msir wic 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heaYcool 9.3 it heat/cool 4 5 Room dimensions Room area 3. 5 x 6.5 It 22. 8 f12 5. 5 x 10.0 It 55. 0 ft2 Ty Construction U-value Or HTM Area (It) Load Area (It2) Load number Stuh/ft2 -F) atuh/(11 or perimeter (It) Btuh) or perimeter (it) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 no 2.58 2.34 0 0 0 0 0 0 0 0 2A• 2ov 13A- 7 Sots 0. 340 0 095 ne ne 962 2. 69 27. 09 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G yl 1- C' 11 2A• 2ov 12C- Osw 0. 340 0 091 ne se 9. 62 2. 58 27. 09 2. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjlIda 2A-2ov 0.340 se 9.62 25.62 0 0 0 0 0 0 0 0 W 13A•7.5ocs 13A- 7.5ocs 0 095 0. 095 se s 2. 69 2. 69 1. 67 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 t0C- v 12C- Osw 0. 580 0. 091 s sw 16. 41 2. 58 11. 79 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2ov 0.340 sw 9.62 24.35 0 0 0 0 0 0 0 0 2A• 2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 13A• 7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 2A- 2ov 0.340 0. 091 sw nw 9. 62 2. 58 27. 52 2. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V612C-Osw 2A• 2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 28- 21v 0 340 nw 9 62 2709 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 2A• 2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 1-( f 2A- 2ovd 12C- Osw 0. 580 0. 091 nw 16.41 2. 58 31. 98 144 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL- D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 23 0 0 0 55 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 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 5 5 Subtotal ( lines 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 0 5 15 Duct bads I 105/6 1 10'/0 0 0 10% 10% 0 0 Total room load 0 5 0 5 Air required (clm) 0 0 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-May-31 13:47:23 Right - Suite® Universal 2017 17 0 16 RSU24011 page q esterAGRSE\ Lot150ThornbrookeManchesterAGRSE rup Calc - MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINtt 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Loll 50ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name dining rm kitchen 2 Exposed wall 10.0 It 18.6 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 15.0 x 10.0 fl 150.0 112 1.0 x 305.0 It 305.0 It2 Ty Construction U-value Or HTM Area (It2) Load Area (ft2) Load number Btuh/f12••F) atuh/(12) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 t- G 12C-Osw 0.091 ne 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 13A•7 5ocs 0.095 ne 269 1.67 93 54 146 91 117 117 314 194 2A-2ov 0.340 ne 9.62 27.09 39 0 374 1053 0 0 0 0 Vjl C 11 12C-Osw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.62 25.62 0 0 0 0 0 0 0 0 W Y__G10C-v 13A-7.5ocs 13A.7.5ocs 0.095 0.095 se s 2.69 269 1.67 1.67 0 0 0 0 0 0 0 0 0 53 0 30 0 81 0 50 0.580 s 16.41 11.79 0 0 0 0 23 23 372 267 12C-0sw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.62 24.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 yl Ili 13A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 5 5 13 8 2A-2ov 0.340 0.091 sw nw 9.62 2.58 27.52 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Tifs12C-Osw 2A•2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 28-21v 0.340 nw 962 27.09 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 2A-2ovd 12C-0sw 0.580 0.091 rtw 16.41 2.58 31.98 1.44 0 0 0 0 0 0 0 0 0 231 0 208 0 536 0 300P L-0 1100 0.390 n 11.04 11.99 0 0 0 0 23 23 250 272 C 168-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P•191 0.050 141 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 2799 0.00 150 10 280 0 305 19 520 0 6 c) AED excursion 36 133 Envelope loss/gain 800 1108 2085 958 12 a) Infiltration 178 56 332 105 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 978 1394 NIS 2263 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 978 1394 2418 2263 Duct loads 10% 10% 98 139 10% 10% 1 242 226 r Taal room load 1076 1534 2659 2490 Air required (cfm) 1 64 74 1 158 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wMghtsoft- Right -Suite® universal 2017 17 0.16 RSU24011 2017-May1 Page5 esierAGRSBLot150ThombrookeManchesterAGRSE. rup Calc - MJ8 House faces: SE 1 DEL -AIR M 000llmmo Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277111 hND4071ON665Fax: 407.333.3853 Web, WWW.DEL•AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name open to below rrn 2 2 Exposed wall 32.0 If 26 0 It 3 Room height 9.0 It heat/cool 9.0 If heat/cool 4 Room dimensions 15.0 x 17.0 It 15.0 x 11.0 It 5 Room area 255.0 ft2 165.0 ft2 Ty Construction U•value Or HTM Area (III Load Area (112) Load number Bluh/ftioF) Bluh/ft2) or perimeter (It) Bluh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl L- 12C-0sw 0.091 ne 2.58 2.34 153 153 394 359 0 0 0 0 2A-2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 11 Y-(i 12C-0sw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 2A•2ov 0.340 se 9.62 25.62 0 0 0 0 0 0 0 0 W 13A•7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 L--G 10C•v 0.580 s 16.41 11.79 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 sw 2.58 2.34 0 0 0 0 99 99 255 232 2A-2ov 0.340 sw 9.62 24.35 0 0 0 0 0 0 0 0GG2A-2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 Vjl 13A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 sw 9.62 27.52 0 0 0 0 0 0 0 0 V612C-0sw 0.091 nw 2.58 2.34 135 95 245 223 135 105 270 246 2A-2ov 0.340 nw 9.62 27.09 0 0 0 0 30 0 289 813 28-21v 0.340 nw 9.62 27.09 40 0 385 1064 0 0 0 0 y! 13A-7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 L 2A•2ov 0.340 my 9.62 27.09 0 0 0 0 0 0 0 0 2A•2ovd 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 P L-0 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 255 255 188 360 165 165 121 233 F 20P•19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P•19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpI 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 285 213 Envelope lossigain 1211 2309 935 1736 12 a) Infiltration 550 174 447 142 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (Imes 6 to 13) 1761 2484 1382 1878 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 1761 2464 1382 1878 15 Duct bads 44% 59% 778 1464 44% 590% 611 1107 Taal room bad 2539 3948 1993 2985 Air required (clm) 1 151 ISO 1 119 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoft' 2017•May31 13:47:23 Right•Suite® Universal 2017 17.0.16 RSU24011 Page 6 esterAGRSE\Lot150ThombrookeManchesterAGRSE.rup Cab - MJ8 House faces: SE DEL -AIR uo o • Dolt IR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 7199NDITIQ NIN9531COOISCOWAY, SANFORD. FL 327hone: 407.3 -2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 Room name bth 2 b 1h 3 2 Exposed wall 8.0 It 12.0 It 3 Room height 9.0 It heat/Cool 9.0 It heat/cool 4 Room dimensions 6.0 x 8.0 It 6.0 x 12.0 If 5 Room area 48.0 It2 72.0 Ile Ty Construction U-value Or HTM Area (III Load Area (It) Load number 81uh/10-IF) atuh/It2) or perimeter (It) 8tuh) or perimeter (ft) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VG L--2A-2ov 12C- 0sw 0.091 ne 2.58 2.34 0 0 0 0 0 0 0 0 0. 340 ne 9.62 27.09 0 0 0 0 0 0 0 0 t- G2.69 13A-7.5ocs 0.095 ne 1.67 0 0 0 0 0 0 0 0 2A• 2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 11 VI-(; 12C-0sw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.62 25.62 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0 095 se 2.69 1.67 0 0 0 0 0 0 0 0 LG 13A•7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 10C- v 0.580 s 16.41 11.79 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 sw 2.58 2.34 72 66 170 155 108 108 278 253 2A• 2ov 0.340 sw 9.62 24.35 6 1 58 146 0 0 0 0 fGa2A- 2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 y! 13A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 LG 2A•2ov 0.340 sw 9.62 27.52 0 0 0 0 0 0 0 0 V612C- Osw 0.091 r1w 2.58 2.34 0 0 0 0 0 0 0 0 2A• 2ov 0.340 r1w 9.62 27.09 0 0 0 0 0 0 0 0 2B- 21v 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 Vj! 13A•7.5ocs 0.095 nw 2.69 167 0 0 0 0 0 0 0 0 2A- 2ov 0.340 rnv 9.62 27.09 0 0 0 0 0 0 0 0 CC2A-2ovd 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 P L- 0 12C- Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 48 48 35 68 72 72 53 102 F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 23 Envelope loss/on 263 413 331 331 12 a) Infiltration 137 44 206 65 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 401 457 537 397 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 401 457 537 397 15 Duct loads 1 44% 59% 177 269 44%1 59'/0 237 234 Total room load I 577 726 1 1 771 630 Air required (cfm) 1 34 35 46 30 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsOft- 2017-May-31 13:47:23 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 7 esterAGRSSLot150ThornbrookeManchesterAGRSE rup Calc - M.18 House laces: SE DEL --AIR aawo • ai ooiolroro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR P9NDITIQ NIN9531CODISCOWAY, SANFORD, FL 327hone: 407-3 -2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 33.0 1t 4.0 It 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 1. 0 x 161.8 It 161. 8 fR 4. 0 x 5.0 It 20. 0 112 Ty Construction number U- value Stuhllt2-* F) Or HTM at fig I Area ( 112) or perimeter (It) Load atuh) I Area ( 1(2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V/ L--! 12C- Osw 2A- 2ov 13A- 7.5ocs 0. 091 0. 340 0. 095 ne no ne 2. 58 9. 62 2. 69 2. 34 27. 09 1. 67 63 0 0 63 0 0 162 0 0 148 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Y- G VI-- fi 2A• 2ov 12C- 0sw 0. 340 0. 091 no se 9. 62 2. 58 27. 09 234 0 126 0 111 0 286 0 260 0 36 0 36 0 93 0 84 W v 2A- 2ov 13A- 7.5ocs 13A- 7.5ocs 0. 340 0. 095 0. 095 se se s 9. 62 269 2. 69 25. 62 1. 67 1. 67 15 0 0 2 0 0 w 0 0 384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 10C•v 12C- 0sw 0. 580 0. 091 s sw 16. 41 2. 58 11. 79 2. 34 0 108 0 93 0 240 0 218 0 0 0 0 0 0 0 0 2A- 2ov 2A- 2ov 13A- 7.5ocs 0. 340 0. 340 0. 095 sw sw sw 9. 62 9. 62 2. 69 24. 35 25. 62 1. 67 0 15 0 0 2 0 0 144 0 0 384 0 0 0 0 0 0 0 0 0 0 0 0 0 VLG2A-2nv 2A- 2ov 28. 2fv 13A- 7.5ocs 2A• 2ov 2A• 2ovd 1210- 0sw 0. 340 0. 091 0. 340 0. 340 0. 095 0. 340 0. 580 0. 091 sw nw nw nw nw nw nw 9. 62 2. 58 9. 62 9. 62 2. 69 9. 62 16. 41 2. 58 27. 52 2. 34 27. 09 27. 09 1. 67 27. 09 31. 98 1. 44 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V612C- Osw 2 P L- D IIDO 168.38ad 0.390 0.026 n 11. 04 0.74 11.99 1.41 0 162 0 162 0 119 0 228 0 20 0 20 0 15 0 28 c F20P• 19t 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P- 191 0.050 1.41 0.71 29 29 41 21 9 9 13 7 F 22A- tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 105 8 Envelope loss/ gain 1246 1594 120 111 12 a) Infiltration b) Room ventilation 567 0 180 0 69 0 22 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1813 1773 189 133 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1813 1773 189 133 15 Duct bads 449/6 1 59% 1 801 1045 44% 59% 84 78 Total room load 1 2615 1 2819273 211 Air required ( clm) 156 1361 116 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft' 2017- May-31 13 47:23 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 8 esterAGRSE\Lotl50ThornbrookeManchesterAGRSE. rup Calc - M.18 House faces: SE DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 7199NDITI%glNq531CODISCOWAY, SANFORD, FL 327none: 407-3 -2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 It 10.5 It 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 Room dimensions 12.0 x 12.0 It 15.0 x 10.5 It 5 Room area 144.0 Its 157.5 f12 Ty Construction U•value Or HTM Area ((12) Load Area (ft2) Load number BIuIVIR"F) 13tulVlt2) or perimeter (It) 81uh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VL-f 12C- 0sw 0.091 ne 2.58 2.34 108 93 240 218 95 65 166 151 2A• 2ov 0.340 ne 9.62 27.09 15 0 144 406 30 0 289 813 V 13A.7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 LO 2A-2ov 0.340 ne 9.62 27.09 0 0 0 0 0 0 0 0 11 y! 12C-0sw 0.091 se 2.58 2.34 108 93 240 218 0 0 0 0 f 2A-2Dv 0.340 se 9.62 25.62 15 2 144 384 0 0 0 0 W 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 y! 13A-7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 G tOC-v 0.580 s 16.41 11.79 0 0 0 0 0 0 0 0 16 12C- 0sw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.62 24.35 0 0 0 0 0 0 0 0 2A• 2ov 0.340 sw 9.62 25.62 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 L-- G 2A•2ov 0.340 sw 9.62 27.52 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 nw 2.58 2.34 0 0 0 0 0 0 0 0 IL-- fG 2A•2ov 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 28. 21v 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 nw 2.69 1.67 0 0 0 0 0 0 0 0 2A- 2Dv 0.340 nw 9.62 27.09 0 0 0 0 0 0 0 0 I_ GG 2A-2ovd 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 P L- D 12C- 0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 144 144 106 203 158 158 116 222 F 2OP-19i 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2013-19t 0.050 1.41 0.71 3 3 4 2 0 0 0 0 F 22A•tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 69 Envelope loss/gain 878 1473 571 1117 12 a) Infiltration 412 131 180 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 01 1 0 Subtotal ( lines 6 to 13) 1291 1604 751 1174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1291 1604 751 1174 1151 Duct loads 1 44% 59% 570 946 44% 59'/* 332 692 Total room bad 1861 2550 low1866 Air required (clm) 111 123 65 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c WMghtSOft• 2017-May-31 13:47:23 Right - Suite® Universal 2017 17 0 16 RSU24011 Page 9 Alm ..esterAGRSE\ Lot150ThornbrookeManchesterAGRSE rup Calc - MJ8 House faces: SE 1 DEL -AIR euarrouo Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 7199NDITIQ NIN9531CODISCOWAY, SANFORD, FL 327hone: 407-3 -2665 ax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF 1 Room name stairs 2 Exposed wall 3.5 It 3 Room height 9.0 It heat/cool 4 5 Room dimensions Room area 1. 0 x 253.5 It 253. 5 ft2 Ty Construction U•value Or HTM Area (It2) Load Area Load number Btuh/I12-•F) atuh/ft2) I or perimeter (It) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VII f 12C- Osw 0.091 ne 2.58 2.34 0 0 0 0 2A- 2ov 0.340 ne 9.62 27.09 0 0 0 0 yl G 13A- 7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 2A• 2ov 0.340 ne 9.62 27.09 0 0 0 0 Imo^ 11 12C-Osw 0.091 se 2.58 2.34 0 0 0 0 2A• 2Dv 0.340 se 9.62 25.62 0 0 0 0 W 13A-7.5ocs 0.095 se 2.89 1.67 0 0 0 0 yl 13A-7.5ocs 0.095 s 2.69 1.67 0 0 0 0 t G VjJ tOC- v 12C- Osw 0. 580 0. 091 s sw 16. 41 2. 58 11. 79 2. 34 0 32 0 32 0 81 0 74 L--- fl 2A-2ov 0.340 sw 9.62 24.35 0 0 0 0 2A• 2ov 0.340 sw 9.62 25.62 0 0 0 0 ILG13A- 7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 Vjl 2A- 2ov 12C- Osw 0. 340 0. 091 sw nw, 9. 62 2. 58 27. 52 2. 34 0 0 0 0 0 0 0 0 2A• 2ov 0.340 nw 9.62 27.09 0 0 0 0 I_--((? 28-21v 0.340 nw, 9.62 27.09 0 0 0 0 yl 13A•7.5ocs 0.095 nw, 2.69 1.67 0 0 0 0 2A- 2ov 0.340 nw 9.62 27.09 0 0 0 0 1---- GG 2A-2Dvd 0.580 nw, 16.41 31.98 0 0 0 0 P L- D 12C- Osw 0.091 2.58 144 0 0 0 0 11130 168. 38ad 0. 390 0. 026 n 11.04 0. 74 11. 99 1. 41 0 254 0 254 0 187 0 358 CF 20P-191 0.050 1.41 0.71 0 0 0 0 F 20P•191 0.050 1.41 0.71 0 0 0 0 F 22A•Ipl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 25 Envelope loss/gain 268 406 12 a) Infiltration 60 19 b) Room ventilation 0 0 13 Interval gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lures 6 to 13) 328 425 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 328 425 Duct bads 449/6 59Ye 145 251 r Total room load 473 676 Air required (cfm) 28 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-May-31 1P3:47: 0 esterAGRSE\ Lot150ThornbrookeManchesterAGRSE.rup Cale = MJ8 House faces: SE w Job: Lot150ThombrookeMan... DEL -AIR Duct System Summary Date: 6/4/2014 NEW=•AIR CONDM011111111111111 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: TAYLOR MORRISON External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1450 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1450 cfm 161 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (11) Ftg.Egv Ln (ft) Trunk blh 2 c 726 34 35 0.308 4.0 Ox 0 VIFx 8.0 70.0 blh 3 h 775 46 30 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm C 1534 64 74 0.183 6.0 Ox 0 VIFx 41.3 90.0 st2 family rm C 4391 206 212 0.167 8.0 Ox 0 VIFx 53.7 90.0 st2 kitchen h 2659 158 120 0.193 8.0 Ox 0 VIFx 34.6 90.0 st2 loft c 1866 65 90 0.239 6.0 Ox 0 VIFx 15.5 85.0 SO mslr bth h 897 53 12 0.157 5.0 Ox 0 VIFx 48.0 105.0 st3 mstr rm c 3667 161 177 0.149 9.0 Ox 0 VIFx 55.9 105.0 st3 mstr we c 5 0 0 0.154 4.0 Ox 0 VIFx 50.5 105.0 st3 mstr wic C 5 0 0 0.158 4.0 Ox 0 VIFx 46.4 105.0 st3 open to below c 3948 151 190 0.217 8.0 Ox 0 VIFx 25.5 85.0 stl pwdr h 888 53 27 0.185 5.0 Ox 0 VIFx 39.6 90.0 st2 rm 2 c 2985 119 144 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2550 111 123 0.212 6.0 Ox 0 VIFx 28.0 85.0 SO rm 3 wic h 273 16 10 0.216 4.0 Ox 0 VIFx 26.1 85.0 st1 nn 4 h 2615 156 136 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 676 28 33 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 755 28 36 0.184 4.0 Ox 0 VIFx 40.3 90.0 st2 C Wf l hfi50ft' 2017-May-31 13:47:25 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 1 esterAGRSE1Lot150ThombrookeMancheslerAGRSE rup Catc = MJ8 House laces: SE Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 343 413 0.212 526 12.0 0 x 0 VinlFlx st3 Peak AVF 215 189 0.149 393 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 724 659 0.149 519 16.0 0 x 0 VinlAx 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 Matt Trunk rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx rC wri hf soft' 2017-May-3113:47:25 9 Righl-suite® Universal 2017 17.0.16 RSU24011 Page 2 eslerAGRSE\Lo1150ThombrookeMancheslerAGRSE.rup Calc - MJ8 House faces: SE FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Loll 50ThornbrookeManchesterAGRSE Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 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 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 5/31/2017 1:42:01 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name. Lott 50ThornbrookeManchesterAGRSE Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip- FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.ft. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE Leakage Characteristics CFM(50): FLOW: ELA: EgLA: _ ACH: ACH(50): _ SLA: 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, 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 lest 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 lime 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 lest, shall be turned off: and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in I accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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 third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software r yam-, nn v qaE STgr FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, 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. 0 R403.2.2 Sealing (Mandatory)f&ll 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. (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. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/31/2017 1:42 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'/: 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 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. R403.4.4.2A 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 TMA. 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. 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 limes 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. 5/31/2017 1:42 PM 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 bumers 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 healing 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. 0 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 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. 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 0 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. 5/31/2017 1:42 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB_ BY BLDR MIN e' 2' FROM WALL ------- ---------- O flC (V ai1 m+.mu P6D ~ r w-.•, enew [ 5,11" V/SRVe2.OV INC.1 plrn Ya/I • E—j j Ealtlrrp bysn tCele A/B'•1'0' N Ita rw art. ; W W 1 rA 1 1L o1Y •.a Ont^ ! r Ise Sr61_ame ie FMMYRM e >wpw .owe 1 12.12 1•c0 1)S 12.6 I.c5 12.12 1..e 1• j 7• enn' p . ! yf?;•e L.61.cU E bath duct r •« — a a---- `; i®_; 190 s.n >- Q wall cap la jy o m Q Q fan '' .l.cd z e.. 1 6 I.Cd .: url II )S r- run u uiW 6 3' bath duct ° ti wuu m io `e to roof cap ,r LOFT a. w w l dW.. r f - - + W •asalea w /fan4 r 6• rn-r i 9 ar rl yer n h '• - lei• ------- Nutone 696RN I.au 10.6 1•c0 Q \ 03 1. 4 4. g• ` 120 C )•MtcMn rent O B cd 10.6 1 O atto •OII cop11., u l a. 35 •I 12.12 rap i , Ij 1 1 1 lecd 7. 9 _qd .. 1 du• be -r r wt .l. r 1: i iurm R a Me ; O lurts, rr.nsfr eu!!s/praus y»d , ,+ ',•'• s{dr+ 1 " O LJ Oco•p0onc..IM florga Rr•IdMtbl • ` ., 1 I u I— eJdna Code - 00602.4 e.1.nc.d Rrturn .t, e.Crptla 1-3. I,.tdrr , , V) ~ OneatyovMe—.atrlct.d 1 1-h 'wffw01DBLO10OR________- I I LJ 00 CD cut en ~a to healtaar .--, :S Z CD J w\ QO O \ I 1 wva•r.rae ` O , nnA ' i J ~ LI- I o R. ting z rrd••.uar I o j- 7, m lu •• •- > z z G W 3 O J O O 4•0: Must have a nWnun clearance Or 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulatlan value. m 0- J 010 0 Q I W/ M73 I a" I POWDER BATH w N TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: MANCHESTER LOT 150 WITH OPTIONAL WATER SOFTENER 1ST FLOOR 0 V O 2 co N QN AA V ore AR y 4av e- a" MASTER BATH wl A4 v T KITCHEN 0 60 TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: MANCHESTER LOT 150 WITH OPTIONAL WATER SOFTENER 2ND FLOOR 3" WASTE LINE FROM 2,40 FLOOR TERMINATING TO THE 1ST FLOOR BATH 2 N DESCRIPTION AS FURNISHED: Lot 150, THORNBROOKE PHASE. 4, as recorded in Plat Book 81, Pages 70 'thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY VE' s s SAFCf sr,„E 9DySN38 'E csto c' v+ Laos0 40.77' 6 \ LOT 42.65' 150 AdIC 4 tANu 15.47' o tJl Q PROPOSED REDDEMF 2 CARc Ran LOT 149 7.22• SIX 13.32' TD• ORRE 25.20' 0=12'48'32" t 25.52' 25.78' R=100.00' to' UnL. L=22.36' E 5' CON[ WALK6 CURB 3' FLARES REDRD/S0' LANE 50' R/W) TRACT I QUO PROPOSED a FINISHED SPOT GRADE ELEVAnON PER DRAINAGE PLANS BUILDING SETBACKS. NJ"- - PROPOSED DRAINAGE FLOW FRONT a 25' LOT GRADING TYPE A REAR 15' PROPOSED F.F. PER PLANS - 25.2' /,+ SIDE 5.0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN ++ 14.19' Q LOT 151 ZONING DAM-841-1 Ok to construct single family home with setbacks and impervious area 5.68• shown on plan. D=18024'51 " R=100.00' . L=32.14' C=32.00' CB=S 68D00'24" E N L07 7,561 SOFT. LIVING - 1,157 SOFT. GARAGE - 451 SOFT. ENTRY - 74 SO FT. LANAI - 128 SO.fT. BREEZEWAY - N/A SOFT. DRIVEWAY a 405 SOFT. A/C PAD = 9 SOFT. WALKWAY = 73 SOXT. IMPERVIOUS - 30.J X 2,296 SO.FT. S00 5.265 SOFT. LOT AI& I R/W = 247 SO.FT. APRON a 54 SOFT. PLOT PLAN ONLY* SIDEWALK - 157 SOFT. NOT A SURVEY) Soo - 37 SO.FT, PROPOSED INFORMATION SHOWN AREA a 7,808 SQ.FT. BASED ON SUPPLIED PLAN DRIVEWAY a 459 SOFT. AND OR INSTRUCnDNS PER SIDEWALK a 230 SO. FT. CUNON FIELD VERIFlEO) son a 5 .TA9 cn FT CRUSENMEIYETR-SCOTT & ASSOC., INC. - LAND SURVEYORS P PLAT r FIELD I.P. IRON PIPE CA CONCRETE HDIADIENT SEr L,, 1/2. 1A •/41.0 4"6 REC. RECOVERED PAL POINT W REGI VINO PAC. POINT OP Cm0E1RiWAr NLO NAILCENTERLINEDISK R/V RIONT-W-vAY ESNT. EASEMENT DRAIN. DRAINAGE UTM. UFILITY 0.rG CHAIN LINK rCHCC WOFC. VOOD FENCE C/DP.0 CONCRETE OLACK POINT W CURVATURE P.T. POINT OF TANGCCT R SC. DESCRIPTION L ARC LENGTH 0 DELTA C CHORD C.L CHORD OEARIMG PAL POOR ON LINE TTP. TMICAL IRL. POINT OF REVERSE CL4WATIRC I.C.C. POINT or COMPOUND CURVATURE RAIL RADIAL NR NON -RADIAL VP. WITNESS POINT CALC. CALCULATED P1UL PERMANENT REFERENCE 1@MO;NT rl•. FINISHED FLOOR ELEVATION LSL RUILI ING SMACK LIRE LIL MUSE W.ARING NORTH THIS BULDING/PROPERN DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE MAP / 12117C 0055 F. 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES, I. THE L94MMED DOGS HEREBY CETTIn• THAT THIS SIMVEY MEETS 111E STANOMW OF PRACTICE SET PERM BY INC FLORIDA BOARD Or PROFHATONAL SURVEYORS AND "WPM IN CHAPTER AO- I? FLOPoOA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES L UNLESS Damp WBN suormR'9 SFQN nw AND oRICW4. RASED SCAL rNNS SURVEY NAM OR COPIES ARE Nor vAUD. 3. 110 SURVEY WAS PREPARED FROM TIRE BUORLWION FIMTTWNED TO THE SYTRVEVOR. THERE MAY BE OTHER RESTRICTIONS OR FASDAM THAT AFFECT THIS PROPERTY. 4. NO UNCENCROUNO 0441OVE3610M HAVE BEEN LOCATED UNLZU OTHERWISE SHOWN. 0. n0S SURVEY IS PREPARED FOR THE SOLE MOW OF MOW CERORED M AND SHOLW NOT BE RELIED UPON BY ANY OTHER CM Tr a OWIDMIONS SHOWN MR THE LOCATION OF wPROVEMEITS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINTS. 7. SCAM" ARE BASED ASSUMED OATW AND ON THE LINE SHOWN AS BASE BEA W (aB) A ZL VATIONS'. IF SHONK ARE &C" OMN,40ONAL CCOOEFIC DATED Or 1929. UARM OTHERWISE NOTCR 9. CERTIFICATE! OF AVIHORWTTON Nw 450a CERI M BY. S JTOX.i CRUSEN W. SCO . R.LS / 4801 I SCALE N----1• - 30'-4 1 ORAWN or. ••• I 0_0. PLOT PLAN 05-26-2017 REVISED PLOT PLAN 05-31-2017 TIER No. 2121-17 RLWRD COPY BUILDER HOUSE PLAN 2138 1 1 1 1 1 I L ET EehciecL eSE'CVCGE ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 0) TAYLOR MORRISON MANCHESTER SOFT GENERAL LIGHTING X 3 VA PER SO FT 6414 VA 20 AMP LAUNDRY CIRCUITE CIRCUIT AT 1500 VA EA # 1 % _ 2 2 8 O 3000 VA 1500 VA RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN guiLD^' 12000 VA WATER HEATER 4500 VA DISHWASHER Sq 1200 VA CLOTHES DRYER a NFOR 5000 VA DISPOSAL (1/3 HP) A1REc 246 VA VA VA SUBTOTAL OF GENERAL LOAD 33860 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 400/6 23860 VA x . 4 9544 VA TOTAL NET GENERAL LOAD 19544 VA 3.5 TON HEAT PUMP #1 27.6 AMP X 240 VA = 6624 VA TON HEAT PUMP #2 AMP X 240 VA 0 VA 8 KW ELECTRIC HEAT AT 65% 5200 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 19544 VA NET TOTAL HEAT 11824 VA TOTALLOAD 31368 VA CALCULATED LOAD FOR SERVICE 31368 VA 1240 V= 130.70 AMP ISO AMP SERVICE W1® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: TBO150 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0150 Model: Manchester Tampa, FL 33610a115 Lot/ Block: 150 Subdivision: Thornbrooke Address: 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 62 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT11286936 C01 6/6/17 118 IT11286953 F19 6/6/17 12 I T11286937 I CO2 16/6/17 119 I T11286954 I HR01 1 6/6/17 1 13 1 T112869381 C04 1 6/6/17 120 1 T112869551 HR02 1 6/6/17 1 4 IT11286939 F01 6/6/17 21 1 T11286956 HR03 6/6/17 5 IT11286940 F02 6/6/17 22 1 T11286957 HR04 6/6/17 I 6 IT11286941 F03 6/6/17 23 T11286958 1 HR05 6/6/17 7 IT11286942 F04 6/6/17 24 T11286959 J01 6/6/17 18 I T11286943 I F05 16/6/17 125 I T11286960 I J02 16/6/17 1 19 I T11286944 I F06 1 6/6/17 126 1 T11286961 I J03 1 6/6/17 J 10 IT11286945IF07 6/6/17 127 IT11286962IJ04 6/6/17 1 11 I T11286946 I F08 1 6/6/17 128 I T11286963 I J07 1 6/6/17 1 112 I T11286947 I F09 1 6/6/17 129 I T11286964 I J08 1 6/6/17 13 IT11286948IF10 6/6/17 130 IT11286965IJ09 6/6/17 1 14 IT11286949IF11 6/6/17 131 IT11286966IJ10 6/6/17 15 IT11286950IF12 6/6/17 132 IT11286967IJ11 6/6/17 16 IT11286951IF17 6/6/17 133 IT11286968IJ12 6/6/17 117 I T11286952 I F18 1 6/6/17 134 I T11286969 I J13 1 6/6/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal 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 properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Q N ve J, E N o 68182 STATE OF .' 44/ JI. 0 R 0,N S/ ONAI S%%%" Quin etez PE No.68182 M ek Inc. fL Cert WU 6 P rke East 8N. Tampa Fl. 33610 June 6,2017 Velez, Joaquin 1 of 2 RE: TBO150 - Site Information: Customer Info: Taylor Morrison Project Name: TB0150 Model: Manchester Lot/Block: 150 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# I Truss Name I Date 35 T11286970 J14 6/6/17 36 T11286971 J15 6/6/17 137 I T11286972 I J16 16/6/17 1 138 I T11286973 I J17 16/6/17 139 I T11286974 I J18 6/6/17 140 I T 11286975 J 19 1 6/6/ 17 I 141 1 T1 1286976 1 R01 16/6/17 I 142 1 T112869771 R02 16/6/17 1 143 1 T1 1286978 1 R03 16/6/17 144 .1 T1 1286979 1 R04 16/6/17 I 145 1 T112869801 R05 16/6/17 146 1 T11286981 1 R07 16/6/17 1 147 1 T112869821 R09 16/6/17 I 48 1 T1 12869831 R10 6/6/17 49 1 T112869841 R11 16/6/17 1 150 1 T 112869851 R 12 16/6/17 I 151 1 T112869861 R13 16/6/17 I 152 1 T112869871 R 14 16/6/17 153 1 T112869881 R 15 16/6/17 54 1 T11286989 1 R16 6/6/17 55 T11286990 1 R17 6/6/17 56 T11286991 R20 6/6/17 157 1 T112869921 R21 16/6/17 158 IT 11286993 R22 16/6/17 1 159 1 T112869941 R23 16/6/17 I 160 1 T112869951 RF03 16/6/17 I 161 I T112869961 V01 16/6/17 162 I T112869971 V02 16/6/17 2of2 Job runs Truss Type Oty rFly T11286936 TBOf50 col GABLE 1 1 Job Reference(optional) o 1fe 1 26 25 24 2 3 4 5 ID:pv 1 GOtZRPskYMIUZTvPUJzmbHK•tv3UJbCVfiiYTsSOLwOPEvUNIEvZOzD3uuCGTz91Gw 0•H8 Scale = 1:24.9 63x4 = 7 8 9 10 11 12 27 4 23 22 21 20 19 1s 17 16 15 14 13 3x4 = 30 II LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) Na rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(rL) 0.00 13 We We BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 75lb FT = 20%F, 1105E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc punins, 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 14-8-12. lb) . Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19. 18, 17, 16. 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.50 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) Bearing at (oint(s) 13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dedlyn pammeten and READ NOTES ON THIS AND INCLUDED M/TEK REPERANCE PACE MD7473 rev. IWIMIS BEFORE USE wtDesignvdk7lotuseonlywllhMllok® connectors. ft design Is txaed only upon lwrcunoters s nown, and Is lot an i ndivlclud tAAding cornponCnl Itol co Ulm system. Belote use. the txBclmO deslgrwr must vedly the c4VIICOIAIty Of design Wncimolers and IMopetly i ncoworole IhR design Into the overall txBdng design. Bracing Indicated Is to Ixevent bdakling of IrKWt d liuss web rnd/ot chord members only. Additional lempeary and petmonont txOCUV MiTek' is dwdrys recp*od le sebllty end Io pfevent cotlgxe wllh lxral3le persend "jy ad Ixolxxty damage rof OOnord Oudc nce rOgadng the fcdxleatbn. sleaOe, dollvery. eoeten and btaCMlg of tames and Was systems, soeANSI/IPI I Quality Criteria, OSS-89 and SCSI flu901ng Component 6904 Parke East Blvd. Safety Information avdic"o Item Ituss Plate Inslltute, 218 N. Leo Sheet. SWe 312. AlexavJda. VA 22314. Tango, FL 33610 Job Truss Truss Type r ty T11286937 T80t50 CO2 Flow Truss t 1 Job Reference(optional) MUMS r991Dource. I arrpa. rmm —y, rgnaa JAvo OA.S ID:pv 1 GOIZRPskYMiUZTvPtijzmbHK•LSdsW xD7QSzP40gbvdxen7QUB9a81lENIYdmovz9lGv Scale - 1:17.0 t 2 3 4 5 6 7 a 1 1 1 16 17 I e I I I I 1 I 1 16 15 14 13 12 11 10 9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) We rVe 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(rL) 0.00 9 We rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 45lb FT =20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llal) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flal) end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(llat) REACTIONS. All bearings 9.0-4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 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)'Seml-rigid pltchbreaks 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 X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING. Vedly dedpn pernneters and READ NOTES ON THIS AND INCLUDED A1rrEK REFERANCE PAGE MD•7473 rov. taGMIS BEFORE USE Design vcdld for use only wllh Mllek® connectors. fnls design 6 lxrod only upon paranolers shown. and Is for an Individual Ixlldrlg caxnponent, not a truss system. Beim use, the txBa ng deslgnor must verify the applicatAlty, of design lxxanetors axl popelly Incorporator this design Into the overall bulici g deslrgn. Bracing Indicated Is to proven) Ixrckling of Inctivkkral miss web and/of chard members only. Addlllonei temporary alcl p onnneni Ixoci g MiTek' Is always required to statAlty and to pevent collaine with p oubtle personal k*ry avJ property damage. For general guidance regarding the t("Icallon, storage, delivery, erecllon and txatctrg of trusses dud truss systems seeANSVFW I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informarion ovalialAo train truss Plate Irldtllute. 218 N. too Sheol. Suite 312. Nexandrks. VA 22314. Tolspo. FL 33610 Job Truss Truss Type r ry'ply T11286930 T80150 C04 floor Truss t t Job Reference (optional) 20 19 ID:pv 1 GOtZRPskYMiU-ZTvPtiizmbHK-L5ds-W x070SzP40gbvdxen7OU99a8ltDNIYdrrovz9lGv 1 2 3 4 5 6 7 a 16 17 16 15 14 13 12 11 1 Scale = 1:18.6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a 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 W B 0.03 Horz(TL) 0.00 10 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 50lb FT = 20116F, 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 SOT CHORD 2x4 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(Ilat) REACTIONS. All bearings 9-11.4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 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. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify design parameters and READ NOTES ON THIS ANO INCLUDED INMX REFERANCE PAGE MO.7472 rov. Id11 MIS BEFORE USE. Design wild for use only with Mltek6 Conn actors. this design is bawd only upon Ixnanetors shown, and Is fa an hdivid al txAd V component. not o Inns system. Before use. lta building designs Must verity the g4)0c:CtAlty of closlgn pxsamelofs and Ixoperly kicorporato M doslgn Into the over... btAdrlg design. ®acing Indicated Is to povonl t=lding of individual tram wob and/« chord members only. Additional lemporary and pamnanoni lxacirlg WOW is always roclrNed for statlblty and to prevent collgxo with possbtle personal IrN+y and IxoPerty damage. Fa general pr/dance tegadhng the fatxIcall xn. storage. ddlvory. erection anxl wachng of Inrsses cnd tram systems. seeANS1/I13I I Quality Cdteda, OSS-89 and SCSI building Component 6904 Parka East Blvd. safety Information ovoltabxe prom [fuss Rate Institute. 218 N. too Shoot. Suite 312, Noxarldda. VA 22314. Tampa. FL 33610 Job Truss Oty rPty T1t286939 TB0150 Fill lTrussTypeFloorTruss 1 t Job Reference (optional) Builders FrrslSource. Tampa, Plant Cdy, Florida 33566 0.1-6 Fi , 2-" 1.3-0 1.50 II 1.Sx3 = 1.Sx3 = LOADING (psf) 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 YES BCDL 5.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP N0.2(Ilal) SOT CHORD 20 SP N0.2(flal) WEBS 20 SP No.3(Ilat) REACTIONS. (Ib size) 9=787/0.3.8, 14=793/0-7.4 r 640 a Apr ii a re Mu an mpuSmO, im. juR wo —A a 94 . I D:pv 1 GOIZRPskYMtUZTvPtiizmbHK-pHBEkHEIBmSGtAFnTLStJKzaZYn71 F3W XCNJKMz9iGu 1 1.5x3 II 1.50 II 2-6-0 01116 I . 1 25.4 1.5x3 II 1.Sx3 = Fi. CSI. DEFL. In loc) Well L/d PLATES GRIP TC 0.42 Vert(LL)-0.0910.11 999 360 MT20 244/190 BC 0.60 Ven(TL) -0.13 10-11 >999 240 WB 0.38 HOrz(rL) 0.04 9 n/a We Ma(dx) Weight: 81 lb FT = 20%F, I I%E BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-1430/0, 3-4=-1837/0, 4-5=-1837/0, 5-6=-1837/0, 6.7=-1445/0 BOT CHORD 13.14=0/1122, 12.13=0/1706, 11-12=0/le37, 10-11=0/1716, 9.10=0/1142 WEBS 2-14=-1309/0, 7-9= 1320/0, 7.10=0/481, 6.10_ 429/0, 6-11=-47/385, 2.13=0/489, 3-13=-439/0, 3-12=-37/394 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Bearing at jolnt(s) 9 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - VWW design Parameter and RE40 NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE 0,167473 rev. I441113MIS BEFORE USE Deskpt valid lot use orgy with Mllok®conneclors. thlsdoskln is Ixsed orgy urpxn txuornotors shown. and is loran hK9vkkK9 building component, not a htas system. ISelote too. the Wiling designer must verity Ire apxxlca lAity of design pxranelofs and properly Incorpaoto this design Into the overall txgalng ceslgn. Bratctng Indicated Is to proven Ixrckling of Individual hug web and/or Chord mtxnrxtts only. Additional temporary and permanent bxdx Mg WOW Is always tocit/rod fa stability and to provont collarAo with possible personal Iniury and ixolx:rly damago. for eertor0l gu/danco legaalng the 9 and SCSI Bding Componentkdxlcctlion. slaa ogo. delivery. erection Kl IxatCing of misses and truss systems. sevANSI/IPI1 Cuallry World. DS6-BBuilding 6904 Parke East Blvd Safety =.flon ava lk"a from hugs Plate Institute. 218 N too Street. State 312. Aloxandd0. VA 22314. Tampa, FL 33610 JobfU53 Truss Type oty r ply T1t296940 job T801S0 F02 Floor Truss 1 1I Reference (optional) Jun M I r.- 19012017 Passel I D:pv 1 GOtZAP6kYMIUZTvPkjzmbHK-pHBEkHEIBm5GIAFnTLStJKzReYl11 CDW XCNJKMzglGu 0.1.8 H ; 1-3-0 2-6-0 1 26-0 Otte I = t:25.4 1.Sx3 II 1.5x3 = 1.5x3 II 1 54 = 4x6 = 3x6 = 1.5x3 II 1.5x3 11 30 = 4x6 = 1.50 = 1 2 3 4 5 6 1B 7 8 16 15 3x4 = 4x6 = 3x4 = 30 = 06 = 5xB = 17 Q 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/rP12007 CSI. TC 0.99 BC 0.93 WB 0.56 Matrix) DEFL. In (loc) I/dell Ud Vert(LL) -0.19 10.11 >905 360 Ven(rL) -0.28 10.11 >613 240 Horz(rL) 0.04 9 We rVa PLATES GRIP MT20 244/190 Weight: 81 lb FT = 204cF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc puffins, BOT CHORD 2x4 SP No.t(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 9=189310.3.8, 14=938/0-7-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/0, 3-4— 2520/0, 4.5=-2520/0, 5.6=-2520/0, 6.18=-2063/0, 7-18— 2063/0 BOT CHORD 13.14=0l757, 12-13=0/1825, 11-12=0/2520, 10.11=0/2539, 9-10=0/1542 WEBS 2-14— 1168/0. 2.13=0/859, 3-13— 837/0, 7-9=-2307/0, 7-10=0/827, 6-10=-756/0, 6-11= 323/434, 3-12=01937, 4-12— 323/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 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. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) of back (8). 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 9-14=-10, 1.18=-100, 8-18=-490(F=-390) WARNING- Verily des/pn paranoten and READ NOTES ON THIS AND INCLUDED W EK REFERANCE PAGE N67473 rev. IAMMI S BEFORE USE wtDesignvatlklforuseorgywImMilok®connectots. It11s dersign S based orgy upon Patamolon shown. and Is lot an Individual IxAdklg component. not a Inca system. Before use- the Wilding designer must verity the appil obllly of design paamelers and Ixop ply klcaporale this design I1110 Ilia OVerdl txAdlrtg design. Bracing Indicated Is to rxevent Ixrckling of lnd Wtfd Inter web aid/or chord members only. Addillonal lem"ary and permanent Ixa,.hg M iTek' 6 always m"od for skm9lty and to proven collapso with possible personal lr*ry awl pxofony damage. Fot general gttkfalce regad9ng Iho knxlcatlm storage, delivery, etecllon and txaolrg of tnrsses and lam systems. sooANSI/IPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avtlkfiile from truss Plato 1nsllkde. 218 N. Leo Skeet. Stdto 312. Alexandria. VA 22314. Tampe. FL 33610 Job runs Truss Type' tY ' T11286941 T80150 F03 Floor Truss 1 1 Job Reference (optional) Duma's —Va u¢e, i vrrgv, ram —y, rwuun oavw 2 1 0.1.8 2-6-0 ID:pv 1 GOtZRPskYMrUZTvPtrjzmbHK•IUkxdEfVy307KKgz 12z6sYVhcySomj 1 g1s6ltoz91Gt 1-0.12 1 3.0 1 1 Scalae'-- 1:19.3 I.Sx3 II 1.Sx3 = 1.Sx3 II 1.5x3 = 30 = 1.50 II 1.Sx3 II 3x4 = 1.Sx3 = 1 2 3 4 5 6 3x4 = 3x6 = 13 LOADING (pst) 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 YES Code FBC2014/TPI2007 CSI. TC 0.66 BC 0.57 WO 0.27 Matnx) DEFL. In Ven(LL) -0.13 Ven(TL) -0.27 Horz(TL) 0.02 loc) Wait Ud 9-10 >999 360 9-10 >493 240 7 n/a rVa PLATES GRIP MT20 244/190 Weight: 60 lb FT = 204SF, 11- E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc punins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=594/0.3.8, 10=600/0-7-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1050/0, 3-4=-1050/0, 4.5-1050/0 BOT CHORD 9-10=Of794, 8-9-0/1050, 7-8=0/811 WEBS 2.10=-926/0, 2-9=0/385, 5.7— 936/0, 5-8--0/476, 4-8=-279/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 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. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' WARNING • Vedry deafen parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev. 160MIS BEFORE USE OesW vdkl for use orty vem MI lek®conneclots. Ms drssign It txacd only upon paameten Y1own, and fs for an hdNkW txAdkng component, not a Ism systorn. Beloro use. the Minding dosioner must vortN the appllcabllty of deakpn pxlramoten and properly Incorporate Ihts design tnlo the overall LKAdng design. Bracing Indicated Is to prevent buckling of kndNkhtnl buss web and/or chard members only. Adattonal temporary o W permanent tracing M iTek' is always tegJrod for slab lity ad to povent collapse wllh possllAo personal knluay oW property damage. for gonetal guidance tegading kw krixlc< flo n. stotage, <Wry llve- erection and brm ackng ofInanmltnm sysleffm sooMSI/TPI I Quality Cdledo. Os8d9 arW RCsl BuOdkng Component 6904 Parke East Blvd. safety Information available noun hum Plate kuttlute. 218 N. Lee Slrool. Sudto 312. Alexandria. VA 22314. Tempo, FL 33810 Job rus6 Truss Type oty Ply T1t286B42 T80150 F04 Floor Truu t 1 Job Reference floral Sudden FrratSource. Tampa. Plant Crty. Florida 33566 1.7.12 1 1.Sx3 II 2 30 = r.aru s Apr ry 2016 Mires mauemes, mc. Mori a vI.W. ID:pv 1 GOtZRPskYM1UZTvPtrjzmbHK-IUicxdENy3D7KKgz 12z6sYVpAyC7mkygls6ttoz91Gt 3 t.Sx3 II 30 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL in loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) 0.00 5 "" 360 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Ven(rL) 0.03 4-5 >999 240 BCLL 0.0 Rep Stresslncr NO WB 0.21 Horz(rL) 0.00 4 n/a We BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) WEBS 2x4 SP No.3(Ilat) SOT CHORD REACTIONS. (Ib/size) 5=597/0.4.0, 4=597/Mechanical FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4.5-01677 WEBS 2.5=-849/0, 2.4=-849/0 Scale = 1:10.0 PLATES GRIP MT20 244/190 Weight: 20lb Fr=20-F,11%E Structural wood sheathing directly applied or 3.6.8 oc punins, except end venlcals. Rigid telling directly applied or 10.0.0 oc bracing. NOTES- (4) 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. 4) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-5_ 10, 1-3=-100 Concentrated Loads (lb) Vert: 2=-818 WARNING - Verily design perarme am and READ NoTES oN THIS AND INCLUDED M/TEK REFERANCE PAGE MO.7473 rev. 140=15 BEFORE USE Design wAldlai use only vAtn M1100 connectors. Irft design 6 used Only ur»n PCIamOlcrs shown, and Is lai an hdMWal Ixilding component. nol a truss syslein. Sotore too. the txOnlng dosignet must vedfy Ih10 aWlect 0lty of doggn pcuarnelers anal Ixopody Incorporate tht doslgn Into Ite overall txAdkV design. Biachg trxllcatod Is fo Ixevent buckling of kldlvkkral truss web and/or chord membors only. Addllonal lomlwrary and permanent txachg M iTe k' Is always regUrod lot stability and to lxevent collapso vAlh poaflxo personal "axi property damage. For general gulclonce regacMg lho kttxk: afloM slorago. clelNory. eteclbn aril bxctetng of trusses and truss systems. sOeANSI/TPI I Quality Cdterh, DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avalkfilo train trim Plate hslitute. 218 N. Loe Street. Sidle 312, Alexaxlda. VA 22314. Tonga, FL 33610 Job Truss Truss Type oty r ply Ttt2a6943 T80150 FOS Floor Truss f 1I Job Reference(optional) Builders FaslSource. Tampa, Plant Cdy. Florida 33566 0.1.8 1 I 2.6.0 1.3-0 I.Sx3 II 1.5x3 = 1.50 = r 640 a Apr i r Lure Mr r ek i.duw i—, inc. Wort Jun ua o: r a.w av i i rufli, I ID:pv 1 GOtZRPskYMiUZTvPtfjZMbHK-mgJ_8zF?iNL_yUOAamUL012tkMReV7Fp_W sOPEz9IGs 2-1.12 1.5x3 II 1.5x3 II 260 Olife Q 1:26.6 1.Sx3 II 1.Sx3 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Ven(LL) -0.14 10.11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Ven(rL) -0.19 10-11 >961 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(rL) 0.04 9 n/a rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 82 lb FT = 20*SF, 11%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 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing REACTIONS. (Ib/size) 9=82310-3-8, 14=830/0.7-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/0, 3-4=-2001/0, 4.5=-2001/0, 5-6=-2001/0, 6.7— 1536/0 BOT CHORD 13.14=0/1183, 12-13=0/1825, 11-12=0/2001, 10-1 l=0/1835, 9-10=0/1205 WEBS 2-14=-1380/0, 7.9= •1392/0, 7-10=0/526, 6-10=-475/0, 6.11=-2/476, 5.11_ 277/0, 2-13=0/534, 3-13=-485/0, 3-12=0/488, 4-12=-282/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3) Bearing at joint(s) 9 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 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. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - VaAry dadgn psmareters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 61114473 rev. 10031101E BEFORE USE Design vdlkt for use only vAlh Ml lek®connectots. B4s Wsign is bused only upon paarnelets shown. and B for an Individual building component. not a tttm system. Before use, the building designer must verily the appllCa billy of design paamolors and property Incorporate this design Into the overdl txddhng design. Bracing h olicated Is to prevent Ixrcldhng of Individual taro web and/or chord memb ea oily. Additional temporary and pound rent bracing WOW Is aRvays required ter s1ab01ly and to rxoveni collapse with possible personal Irytay and rxopeny damage. for General gtlde nce regarding the fabric( lIM storogo, del". etection dnd lraCing of Inrsses and Inrss systems. swANSVfPI1 Quality Criteria. 0$6.69 and SCSI Building Component 6904 Parka East Blvd. safety IMormallon avallatAo from fruss Rate institute. 218 N lee Street. Solo 312. Alexandria. VA 22314. Tampa. FL 33610 o Truss Truss Type ' ty T T112B68s4 TBOl50 F06 Flow Truss t 33810000ob Reference(optional) wnGrere rIfPJVY1Ge. I mya. rw,, an,r. rwnww a.a., 0.1.8 H 1 2dr0 1.3-0 I.Sx3 it 1.5x3 = I.Sx3 = 1 2 18 17 ID:pvIGOt2RPskYMIUZTVPtijimbHK-mgJ 8zF?INL_yUOAamUL012tNMRvV70p_WsOPEz91Gs 2-0.12 I .Sx3 11 I.Sx3 11 3 4 5 0.4.0 Scalene .'1:26.6 6x8 = 6 7 8 8 4x6 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Ven(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Ven(TL) -0.17 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(fL) 0.02 9 We n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 84 lb FT = 20%F, 1145E 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((lat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 16=818/0.7-4, 9=818/0.3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1492/0, 3.4=-1948/0, 4-5=-1948/0, 5.6=-1948/0, 6.7=-1467/0, 7-8=-571/0, 8-9=-575/0 BOT CHORD 15-16=0/1164, 14-15=0/1787, 13-14=0/1948, 12.13=0/1778, 11.12=0/1137 WEBS 2-16=-1358/0, 2-15=0/520, 3-15=-469/0, 3-14— 4/462. 4-14_ 268/0, 9.11=0/904, 7-11=-880/0, 7.12=0/523, 6-12=-494/0, 6-13=0/477, 5.13=-270/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 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 slrongbacks, 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. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 0 WARNING - Verily dedpn parametws and READ NOTES ON TH S AND INCLUDED MREK REFERANCE PAGE MIF7472 rev. I00 MI S BEFORE USE Destryn vdkl lol Lre orty vAlh Mllek® COI VWCtOls M design h lxned Only upon pxaameters Mown. and Is lot an kidtAd al buIdIrV component. nor a Ills system. Below uw. lho Ixlldln0 <loslg101 Int61 Verity the apXNkaUllly Of doslan paralnelels and p opelly klcotpwate this doskln Into the Overall Ad<SOonal lctnporary and pxxmanunl txacln0 M iTek' txaalno datlaM [kackp Indicated is to rxevcnt bucatng of IndlvWtKd trim web and/a chord members ortiy. is always IegWod for slab011y and to prevent collgxo with poss0110 Ixxsonal kytry and IxoWrty damo0e• For AorMal Qukk <nae rogaldtrng the Icdxk:atjm slora0e, <lellvcry, erection mt IxacIrV of tames and trim systems. socANSI/TRI Qual ly Criteria. OSS-89 and SCSI Bullding Component Sately Information avalk"O from Irtm Plate OnstlMo. 218 N. Lee Street. SWndra. e312. AlexaVA 22314. e East Blvd. Tampa. 6804 Parke East st0 Job ruse Truss Type Gly ply Ti1286945 T80150 F07 Floor Truss 1 1 Job Reference (optional) Builders FooSource, Tarrpa. Plant Cay. Flonda 33566 r wv a wpr rr zv ro rvuwa mvwmra, nrc, r.w. wu va .v. w.v. w. ID:pv 1 GOtZRPskYMtUZTvPblzmbHK-EstNMIGeThTrZezM8TOaxzbOumjVEVxyOAbzxgz9lGr 0.1.8 H 2-6-0 1-3-0 2.6-0 2_ , 2-6-0 1.Sx3 II 1.50 = 1 60 = 4x6 = 3x6 FP= 3x8 = 1.Sx3 II 1.5x3 II 30 = 20 19 34 = 4x6 = 3x6 = 3x4 = 3x8 MT20HS FP = US = 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 BCOL 5.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 31(flat) 'Except' 1-3: 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 31((lat) *Except' 11-13: 2x4 SP No.2(llat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=150310-4-0.18=1150/0-7-4 Scale . 1:32.9 3x8 = Sx6 = 1.5x3 II a 9 10 41P 3x4 = t.SYJ SP= Sx6 = CSI. DEFL. in floc) Well Ud PLATES GRIP TC 0.74 Ven(LL)-0.3814.15 589 360 MT20 244/190 BC 0.94 Ven(TL)-0.5714-15 396 240 MT20HS 187/143 W B 0.75 Horz(rL) 0.07 11 We rVa Matrix) Weight: 98Ib FT=20%F, II%E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end venicals. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2294/0, 3-4-2294/0, 4-5=-3772/0, 5-6=-3772/0, 6-7=-3772/0, 7-8=-3545/0, 8-9= 2235/0 BOT CHORD 17-18=0/1706, 16-17=02876, 15-16=0/3772, 14-15=0/3801, 13.14=0/3225, 12.13=0/3225, 11-12=0/ 1238 WEBS 2-18=- 1991/0, 2.17=0/935, 4-17=-924/0, 4-18=0/1226, 5-16=-413/0, 9-11=-1910/0, 9-12=0/ 1584, 8.12— 1572/0, 8-14=0/507, 7.14=-407/0, 7.15=-394/529 NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 13 = 11 IS 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. Slrongbacks 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 suppon concentrated load(s) 597 lb down at 15-3-0 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 (B). 9)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 11.18=- 10, 1-10=-100 Concentrated Loads (lb) Vert: 8=-597( F) Q WARNWG - Verlry desfpn pmansefers and READ NOTES ON THIS ANDWCLUDED AR7EK REFERANCE PAGE MP7473 rev. IM3Q0I S BEFORE USE Design valid for use orty veth 1,4109 conneclas. Bus design It based only upon paaneters shown. and fs for an Individual txdd ing component. not a buns system. Beiote use, the txAk-ft designot must verity It* a13)kolAlty, of design parameters and properly incorporate Ih6 design into the overall txAdIng design ®acing Indicated Is to pxevenl Ixrcatng of Wiviclual muss web aril/or chord members arty. Additional temporary and permanent Ixaclno MiTek' 6 always recµlsed for stablIlly and to Ixovent collapse wtlh possible Ixrsonol spay and Ixop erly damage. fop general guidance negadhlg me k keric llon. storage. delivery. erection and bracing or trusses and mM systems soeANSI/IPI I Quality Criteria, OSBa9 and SCSI 8ullding Component 6904 Parks East Blvd. Safety Information avallablo horn Ituss Plate Inslllute. 218 N. lee Street. Sulle 312. Noxdnddo. VA 22314. Tarpa. FL 33610 Job Truss Truss Type otyply T11286946 MOM Foe Am Trust t 1 Job Reference (optional) 7 EAO f an, to 201A MTw4 InMmnwf Ine Men Jun 05 16 1S•04 2017 Pa0A 1SUd46TOFiFWOYIGO. 1—Wil. rwel Vf7. r wnlvu 4a uu-._-..r. .___._... stN ...___...__. ID:pv 1 GOIZRPskYMiUZTvPtijzmbHK.Es W MIGeThTrZezM8T0axzb?xmmTEY9yDAbzxgz9lGr 0.1-8 H 26-0 1-3-0 2-6-0 1 tt_8 260 i 2-6-0 .6-0 tom_ 26-0 H-0 tale . 1:52.0 1.Sx3 II 1.5x3 II t.5z3 = qK = 1.Sx3 = 1.5x3 = 1.54 11 1.Sx3 II 3x6 FP= 1.64 II 1.5x3 II 1.Sx3 11 1.54 = 1 2 3 4 5 6 7 a 9 10 11 12 13 14 3115 28 30 T 21 29 26 25 24 23 22 21 20 19 18 17 16 3x6 FP= 3x6 = 4x6 = LOADING(psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Ven(LL) -0.21 24-25 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Ven(rL) -0.31 24.25 >709 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.05 16 We We BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 154 lb FT = 20%F, 11ISE LUMBER- BRACING - TOP CHORD 2x4 SP No.I (flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except 1-8: 2x4 SP No.2(flat) end venicals. BOT CHORD 2x4 SP No. 1(flat) 'Except' BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. 16-21: 2x4 SP No.2(flal) WEBS 20 SP No.3(flat) REACTIONS. (IWsize) 16=404/0.7-4, 19=1934/0.4-0, 26=907/0.7-4 Max Grav 16=493(LC 7), 19=1934(LC 1), 26=936(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1793/0, 3-4-2567/0, 4-5=-2567/0, 5-6=-2567/0, 6-7— 2053/0, 7-8-1174/0, 6-9-1174/0, 9-10=0/1438, 10-11=0/1438, 11.12— 738/202, 12.13=-738/202, 13-14=-738/202 BOT CHORD 25-26=0/1358, 24-25=0/2188, 23-24=0/2567, 22-23=012377, 21-22=0/1719. 20-21 =0/1 719, 19.20=-184/600,18.19-639/274,17.18=-202/738,16-17=-54/630 WEBS 10.19= 279/0, 2.26=-1585/0. 2.25--0/690, 3-25=-627/0, 3.24=0/519, 9-19= 191310, 9-20=0/961, 7.20=-918/0, 7-22=0/574, 6-22=-571/0, 6.23--0/607, 5-23=-314/0, 11.19=-124310, 11.18=0/829, 12-1e=-350(0, 14-16=-735/63 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3)'Semi-ngid 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 (heir outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vadly d"Ifn panwtofan and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 4111-1473 MV. 160=016 BEFORE USE. DOsilp valkt lot use only vAB1 f4lek8 conrleotocs. Inls akmig 1 S based orgy upon parameters shown. and Is for an WtAd uol txAUlrg component. not a lims system. boloro use. the txllcltrlg doslgnel mtrsl vdalfy tlw appllecl>fIty, of closlgn 1mratnetots and llt0pe0y trlcoq"Olo, it* design Into ttw overall txBdfng design. Bracing Indicated 1s to Ixevent bucking of Individual truss web and/or chord members only. Additional letnlwrcay and permanent lacking MiTek' k alwaystogJrod for slabelty and to Ixevent collapse with possexo Ixmsonal trlltay and Ixopedy damage For genwal gUdalce tegardng the fabrication storage, delivery. etocflon and twoctrV of tftmas and tnm systetnx uK-MSVWI I Quality CltsAo. OSB49 and BCSI Wilding Component 6904 Patks East Blvd. Saroty IMormation dlvdaarAe from truss Nate Institute. 218 N. Lee Street. Suite 312, Alexdrldrlo. VA 22314. Tangs. FL 33610 Job Truss Truss Type oty ply T11286947 T80150 F09 Floor Truss t 1 Job Reference(optional) ouuw.s rns,.wu... •a,•Yu, rw••• v,r, •.,•w.. r•.vw at-e H 2-6-0 i 113.0 26-0 2.3.1 ID:pv t GOtZRPskYMIUZTvPtijzmbHK-i3QlZetiGE_biSnYYIBXpUA788A5rz?F6SgLXT7z91Gq 2-6-0 2-6.0 2.6-0 to 8 e . 1:52.0 I .Sx3 11 1.Sx3 11 t.Sx3 = 06 = 1.5x3 = 1.5x3 = 1.Sx3 II 1.5x3 II 3x6 FP= 1.Sx3 11 1.5x3 11 1 54 11 1.5x3 = 1 2 3 4 5 6 7 a 9 10 11 12 13 14 3115 G 28 27 26 25 24 23 22 21 20 19 1a 17 16 3x6 FP= 3x6 = 4x6 = 30 29 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.24 24-25 >925 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven(TL) -0.36 24-25 >635 240 BCLL 0.0 Rep Stresslncr YES WS 0.56 Horz(TL) 0.05 19 We n1a BCDL' 5.0 Code FBC2014/TPI2007 Matrix) Weight: 154 lb FT = 200W, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(llat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1.8: 2x4 SP N0.2(flal) end verticals. BOT CHORD 20 SP No. t(Ilat) 'Except' BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 16-21: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/slze) 16=368/0.7.4, 19=1960/0.5-11, 26=917/0.7-4 Max Upllft16-19(LC 3) Max Grav 16=481(LC 7), 19=1960(LC 1), 26=941(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1806/0, 3-4=-2586/0, 4-5=-2586/0, 5-6=-2586/0, 6.7=-2008/0, 7-8=-1086/0, 8-9-1086/0, 9-10=0/1543, 10.11=0/1543, 11.12=-694/272, 12-13= 694/272, 13-14-694/272 BOT CHORD 25-26=0/1367, 24-25=0/2204, 23-24==586, 22-23=0/2356, 21-22=&1654, 20-21=011654, 19-20-168/489, 18.19-740/261, 17-18=-272/694, 16-17-100/602 WEBS 10-19=-278/0, 2.26=-1595/0, 2-25=0/697, 3.25=-631/0, 3.24=0/528, 9.19=-1951/0, 9-20-0/986, 7-20=-942/0, 7-22=0/597, 6.22-598/0, 6-23=0/641, 5-23=-340/0, 11-19=-1271/0, 11-18-0/854, 12-18=-358/0, 14-16=-703/116, 14-17-267/142 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 16. 4) 'Semi -rigid pltchbreaks 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. 7) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNINO - Verily dedgn praranwan and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE AI11,7473 rev. I0021015 BEFORE USE DodUn valid fol use orgy Win Mllek®conrleclors. 0*deskin b txned only upon p iarneters slawn. and Is for an Wividuad Ixddklg Component. not a Inas system. Bofore wo, the txdd ho dosionet must verity Iho applica (Ally of design Ixxarnolers arxt Ixopody 6icorporalo this doslgn Into the overall orgy. Atldllonrl temporary and Permanent txacklg Mire k' txading design. Brachg IrWlcalod Is to prevent bucaing of IndNkWd tnrss web axd/or chard members is always road fa statAlty and to rxovont collapso vAth Ix>Ss9>le porsoral k" aarrJ Ixoparty damago. pot general guidance tegaralng Iho klxk)<dlorl. storage. <Iellvery, erecil n and btaclrlg of Inrsses and truss systoms. socANSVIII I Quality Criteria, OSB-89 arW SCSI Building Component 6904 Parke East Blvd. Safety Information available Irem buss Rate Instfluta. 218 N. lee Streot. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type. Qty ply T11266948 T8050 F10 Floor Truss 1 1 Job Reference (optional) 1.Sx3 II 1.Sx3 II 3x6 FP= 4 5 6 7 a 9 4x6 = 1.Sx3 II 1.Sx3 11 10 11 12 13 14 ounwra ruawuurc, anya, rm,n a.nr, rwrn u a,.a.... 0-t6 H 26-0 1.3-0 I.Sx3 II 1.Sx3 = I.Sx3 = 4x6 1 2 3 29 28 27 26 25 24 23 22 21 20 19 19 17 16 3x6 = 4x6 = 3x6 FP= 4x6 = 3xB = I.Sx3 II 1 1 2 10:pv1GOtZRPskYMIUZTvPtrjzmbHK-AF_7n Hu?IjZpx7lGu23OOgJOZREiRhFgT44 ZzOiGp 2-6-0if2-6-0: 1-11.15 26-0 uFd6 GUIs . 1:52.0 1. 54 II I . Sx3 = 1. Sx3 = 3215 31 q R30 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Ven(LL) -0.27 22-23 >930 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.80 Ven(TL) -0.42 22-23 >590 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(rL) 0.08 16 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 155 lb FT = 20?SF, 1 IISE LUMBER- BRACING - TOP CHORD 2x4 SP No.l (flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins, except 1- 8: 2x4 SP No.2(ffal) end verticals. BOT CHORD 2x4 SP No. 1(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 16- 21: 2x4 SP No.2(flat) 6-0-0 oc bracing: 18-19,17-18,16-17. WEBS 20 SP No.3(flat) REACTIONS. ( lb/size) 16=306/0.7-4, 19=1860/0-5.11, 27=1079/0.7.4 Max Upliftl6=-48(LC 3)' Max Grav16=407(LC 4), 19=1860(LC 1), 27=1091(LC 10) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 2171/0, 3-4=-3019/0, 4.5=-3498/0, 5-6=-3498/0, 6-7=-3498/0, 7.8-272810, 8. 9=-2728/0, 9.10=-1680/0, 10-1 1=011103, 11-12=0/1103, 12-13=-520/397, 13.14=-520/ 397 BOT CHORD 26. 27=0/1613, 25.26=0/2697, 24.25=0/3330, 23-24=0/3498, 22-23=0/3128, 21-22=0/2299, 20.21=012299, 19-20=0/1031, 18-19=-397/520, 17-18— 397/520, 16.17_ 155/516 WEBS 10.19=- 2127/0, 10-20=0/1069, 9-20=-1024/0, 9.22=01710, 7.22=-669/0, 7.23=0/702, 2.27=1883/ 0, 2.26=0/885, 3-26=-835/0, 3-25=0/511, 4-25=-494/0, 4-24=-132/555, 5.24=-283/ 16, 14.16=-603/180, 12-19=-1174/0, 14-17=-373/6 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 16. 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. 7)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWQ • Verily dedgn pmarnetare and REAO NOTES ON THIS AND WCLUOEO AVTEK REFERANCE PAGE MI1-7477 rev. IaWMI6 BEFORE USE DedW valid roc use only wdm Mltek® Connectors. Inls design Is based only upon pcaameters shown. and Is far an nalvid al tAddkV component not a Inns sysknn. Bafone tse, Iho Ixading designer must verify Iho appIICabAlry of cl0slprl Ixlramelers cord properly ncoryxxale rots doslgn Into Ile ovetall only. Addlllorxa temporaryarilpenrlananlbra_Inlg MiTek' txgdng design. ®acingindicatedIsIopreventbucklingofndNWtalamwebanal/or chard members is diways te" od for stability and to prevent Collapse wllh possIblo Mmofat"and property dam090. for General grtklmce legaddng the IabllCallart storage, delNCry, arectlon and bracing of busses and Inns systems, sa0ANSI/IPI I Cuatily Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from huSS Rate lnsfltule. 218 N. Lee Street. SJIe 312. Alexandria. VA 22314. Tamps, FL 33610 Job Truss Truss Type ryPly I T11286049 T80150 Ft 1 Floor Truss 1 1 Job Reference(optional) cueaers rff&] O ice. Tampa. 0-1-8 H 26-0 1.34 rem .,.y. rraaaa aaaoo 26-0 1F 1-0 1' 30 = 4x6 = 3x4 = 3x4 = 3x6 FP=3x4 = 2 3 4 5 6 7 8 9 10:pv1G0IZRPskYMiUZTvPtijzmbHK-eRYV_KIWmc;6c&x iii;6JzkwRtlPv7q; ?z91Go o 26 0 2.5-15 2.6-0 11t6 4x6 = 4x6 = 3x4 = 3x4 = 10 11 12 13 14 3315 321 lc? 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 = 4x6 = 3x4 = 3x4 = 30 = 302 MT20HS FP = 4x6 = 3x8 = 30 = 3x4 = 4x6 = LOADING (psf) SPACING 2-0-0 CSI. DEFL. In loc) Well Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Ven(LL) -0.36 24 >759 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Ven(TL) -0.56 24 >489 240 MT20HS 187/143 BCLL 0.0 Rep Stresslncr YES WB 0.65 Horz(rL) 0.12 16 rVa We BCDL 5.0 Code FBC2014frP12007 Matrix) Weight: 157lb FT = 200SF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(flat) TOP CHORD Structural wood sheathing directly applied or 5.9-9 oc pudins, except BOT CHORD 2x4 SP No. 1(flat) end verticals. WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. REACTIONS. (Ib/slze) 16=26010.7-4, 19=175610.5-11, 28=1228/0-7.4 Max Upliftl6=-47(LC 3) Max Gravl6=345(LC 4), 19=1772(LC 9), 28=1232(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2514/0, 3.4-3603/0, 4-5=-4456/0, 5.6=-4456/0, 6-7=-4456/0, 7-8=-4153/0, 8-9=-4153/0, 9-10-3421/0, 10-11-2250(0, 11.12=-62/623, 12-13=-62/623, 13.14-392/262 BOT CHORD 27.28=0/1846, 26-27=0/3155, 25-26=0/4026, 24-25=0/4456, 23-24=014392. 22-23=0/3892, 21-22=0/3892, 20-21=0/2933, 19-20=0/1535, 18-19=-262/392, 17-18-262f392, 16-17=-262/392 WEBS 11-19-2269/0, 11-20=0/1156, 10-20-1107/0, 10.21=0/795, 9.21-768/0, 2-28=-2154/0, 2-27=0/1061, 3.27=-1017/0, 3-26=0f7l 1, 4.26-672/0, 4-25=0/795, 5-25=-272/0, 14-16=-455/303, 13-19=-810/0, 9.23=0/433, 7-23=-441/0, 6-24=-300/132, 7-24=-299/527 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 16. 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. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - VerRy deNpn poamelem and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M9.7473 rev. 10 XMIS BEFORE USE Design vdld for use orgy with Mrtek®Connoclols. Ms design h baser! orgy upon lxxomelots shown, aril Is lot an Individual buldklg component. not a Ina3 system. Before tno. th10 building designer must verity Ito aAlpBcobllty of dosIgn parameters and Ixopotly Incotporalo Ihk doslgn Into the overcill b tfildhg design. Bracing IrWk:otod Is to Ixovent b uCid[W of 1ndWLKA larss web oW/ot ctofd membots only. Addlllorxi tomloray cff cd potmcment Ixmhg WOW 6 attwoys te%ked for slab0ltyand to pxovonl ca9apne vAlh posMAe porsoM t *ffy and Ixolxrty cfatlago ror gerela gticlalce legading the kdxk; atlofx storage, delivery. erection anal txcachg of tnss4:s and lass systems. seaANSI/rPI I Quality Criteria, 056.89 and BCSI Building Component 6904 Parke East Blvd Safety information avallaxe from Inas Rate InstlMo. 218 N. Lee Street. StAte 312. AlexaxLta. VA 22314. Tarrpa. FL 33610 o Truss Type b T112869SO T80150 T'I' U'sS Floor Trust 1 1 Job Reference (optional) aunaers rearmurce.. mryu, rmm ..nr, rwr..vu o ..o 0.1.8 1126- 0 1.3-0 1_6.15 1. Sx3 II I. Sx3 = 1. 50 = t.Sx3 II 1.Sx3 II 1 2 3 4 22 21 I D:pv 1 GOtZRPskYMiUZTV PGjzmbHK•eRYV_KI W rrtcrOO5ixpoZlZbCXnzpeRytPv7gdY?z91Go 2. 4.13 I. SK3 II 3x6 FP= 1.50 II 1.5x3 11 5 6 7 8 9 10 11 n 17 16 15 14 3x6 = 34 FP= Scale - 1:41.3 1. Sx3 It 23 12 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 YES Code FSC2014/TPI2007 CSI. TC 0.76 BC 0.66 WB 0.36 Matrix) DEFL. In floc) Udell Ud Ven( LL) -0.17 13-14 >880 360 Ven( TL) -0 32 13-14 >482 240 Horz( TL) 0.03 13 rVa rUa PLATES GRIP MT20 244/190 Weight: 119lb FT = 2008F, 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(flat) SOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. REACTIONS. ( lb/size) 13=645/0.6.9, 17=1419/0.5-11, 20=519/0.7-4 Max Grav13=672(LC 7), 17=1419(LC 1), 20-%O(LC 10) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-981/0, 3-4=-981/0, 4-5=-981/0, 5-6=tL726, 6-7=0/726, 7-8=0/726, 8-9-1315/0, 9. 10=-1315/0, 10-11— 1315/0 BOT CHORD 19-20=01765, 18-19=0/981, 17-18-19/725, 16.17-51759, 15-16-5/759, 14-15=0/1315, 13- 14=0/911 WEBS 7.17-268/0, 2.20-892/0, 5-17-1051/0, 5.18=0/562, 4-18=-251/0, 2-19=0/334, 8- 17=-1179/0, 8-15=0(752, 9-15-327/0, 11-13=-1063/0, 11.14=01471 NOTES- ( 6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 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 s(rongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (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. 6) - This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code WARNING. Verl/y dedpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE UP-7472 rev. #602MIS BEFORE USE Design Vail lot use only with HIok® connectors. Offs design is lased only upon paanelers shown, ad Is for on Individual nodding component. not o Ulm system. Before use. Ile building designer must verify the aI4xloat)8lly of design patafnolors and prolxnly Incotpotalo B16 design Into the overall only. Ac"llonal lemlxHay and permanent txocing M!Tek' Ixldngdesign. Bracing Indicated is to Ixevonl budding of Indlvkfual trim web and/or cMnd members Is c1Woys teethed tot stcdAtty and fo seven coilolm with pos )to porsorxl"and aoleny damage for genets guldonco togadtng 1he kdxk: atim slotago. delivery, otecren and twici ng of inrses ctrxl Inn systemis, seeANSI/TPII CuaBty Criteria. 0511-89 and SCSI Building Component 6904 Parke East Blvd. Tanpa. FL 33610 Safetyinformationavck"a train Irus Plate Institute. 218 N. Lee Street. Suite 312. Alexadtkr. VA 22314. fa6aPeoltyT11286951 soTBOt50 Fyp@f1T: uS6 7 floor Trussply1 1 Job Refer Gomel i.... nc .e.. trio 17 o,....r 10 9 ID:pv 1GOtZRPskYMiUZTvPtiizmbHK-6e6tCgJSXvzH2FH7NJ4X5plmDNFiASW Y8nZ84Sz91Gn 0.1.8 H i 2.6-0 14 8 Stela . 1:13.4 I.Sx3 II 3x4 = 1.66 II 1 2 3 30 = 4 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 YES Code FBC2014lrP12007 CSI. TC 0.46 BC 0.29 WS 0.14 Matrix) DEFL. in Ven(LL) -0.04 Ven(TL) -0.04 HOrl(rL) 0.01 loc) Well L/d 5-6 >999 360 5-6 >999 240 5 n/a nta PLATES GRIP MT20 244/190 Weight: 39lb 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 purtlns, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3((lat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IG/size) 8=371/0.7.4, 5=371/0.9-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/0 BOT CHORD 7-8=0/423, 6-7=0/423, 5-6=0/423 WEBS 2.6=-491/0, 3-5=-491/0 NOTES- (5) 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 (0.131X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWC - Verily dosrpn peremofers end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PACE M9.74" rev. 10413/1016 BEFORE USE - Design wild lot use only Win Mlfek® cornnoclors. IM design is based only W»n p amoters shown. and Is for an 6n9vlUta txddkng component, nol a truss systorn Boloro tno, the txllding designer must velly the <"AloatAlty or design Ixadsneters and wopedy Incorporato this design Into she overall Additional lemporary and permanent Mating M iTek' buldingdesign. Brachg indicated is to Ixovenl bucakng of IndNklurd Inns well, and/of chord members only. B always re"od fa stability and to pxavonl collapse with twsslIA0 Persona hnittry oral rxoporly damage. For genera guidance rogarding the lamrlcatkxn, storage, dellvery, erection arrxl Lxackng of Inmes teal Inns systems. seoANSI/IPI I Quality World. 0$8-89 and SCSI Su9ding Component 6904 Parke East Blvd. Tarlpa, FL 33610 SafetyInformationavoik"e frorn truss Rate Inslllulo. 218 N. Lee Slreet. Su lle 312. Alexandla. VA 22314. Job russ ype tyr1,2ase52pry TJ.b MOM jT: uSS Fa 1 Floor Truss 1 Reference (optional) aumaers roslJaulcq. 1arrve.-..,ay, r _ aaaoo ID:pv1GOtZRPskYMiUZTvPtiizmbHK-6e6tCgJ8XvzH2FH7NJ,IX5pII bi FARJY8nZ84Sz81Gn 0.1-8 H 2.6-0 I 24.9 1.3-0 Scale . 1:17.0 1.50 11 30 = 1.Sx3 11 3x4 = 1.5x3 11 1 2 3 4 5 1.Sx3 1.5x3 — I I 6 g Q S 7 30 = 1 Srq 11 30 = 30 = 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/rP12007 CSI. TC 0.59 BC 0.51 W B 0.22 Matrix) DEFL. in Ven(LL) -0.10 Ven(TL) -0.16 Horz(rL) 0.01 loc) Well L/d 6-7 >999 360 6-7 >673 240 6 n/a We PLATES GRIP MT20 244/190 Weight: 48lb FT =20%F, I I%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 20 SP No.2(flat) end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=482/0-7-4, 6=482/0.9-9 FORCES. (lb) -Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/0, 3-4=-654/0 BOT CHORD 8-9=01654, 7.8=0/654, 6-7=0/592 WEBS 2-9=-759/0, 4-6=-691/0 NOTES- (5) 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 by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING • Vedly dedgn paamefera and READ NOTES ON THIS AND INCLUDED NlrEK REFERANCE PAGE N67473 rev. 14112 01 S BEFORE USE Desgpl vcIld for use only with MIIok®connactofs. Inls deslOn k based only upon paamelers shown. aril I5 for an hdMdual tA"rvj cofnpononl, not a hues system. Before ruse, the tx/Ic&V clesigner mtal verify the applk:abllty of design paamoters and Ixopotly kworporate tilts clesign tnto Ifo overall lxBd V ckrslgn. Bracing Indicated Is to pxovent Ix,ckttn0 at IndWual truss web and/« chord members only. AddllorxA temporary and permanent lxodn0 M iTek' B always legltred for slablltly oW to Ixevent collog o vAth pos2Ae personal Info y and Ixopeny dalnoge. For genera guidance regardkn0 the IaW6collorx slorogo. delivery, erection ancf brocln0 of trusses and buss systems, seeANSVM I Cua11M Criteria, OSS-89 and SCSI flu" Component 6904 Parka East Blvd. Safety Information avalk"e from Truss Rate Institute. 218 N. Law Street. Shiro 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type aty ply Ttt286953 T80t50 F19 Floc Truss t t Job Reference(optional) MUMS NrslJQurce. 1 arrya, ram —y, r ,.. aaaw 12 10:pv1G0tZRPskYMiUi-f tijzmbHK-aggGPOKm1058gPsJxObmeOlzOna?vuPiMRJkcuz9IGm a141 H r 2 6 0 1-3.0 1.9.12 1.3.0 lu 1.5x3 II 3x4 = I.Sx3 II 1.Sx3 II 30 = 2 3 4 5 Scale. 1:18.6 t.Sw3 II 6 r 1.Sx3 = 77 I .Sx3 L3x4E0 9 8 S 1a 3x4 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Ven(LL) -0.05 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.35 Ven(TL) -0.09 9.10 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.23 Horz(rL) 0.01 7 n/a rt/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 53lb 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(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=533/0-7.4, 7=533/0-8-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 821/0, 3-4=-821/0, 4-5=-821/0 BOT CHORD 9-10=0/681, 8-9=0/821, 7-8=0/681 WEBS 2.10=-794/0, 5.7_ 794/0, 5.8=0/333, 2.9=0/333 NOTES- (5) 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 Of; 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. ' 5) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' I& WARNING - Vedry dedgn pmwwrms and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE A19.74n rev. f86MIS BEFORE USE Oo9M valid for use orgy wllh Mllek® connectors. dais design Is based orgy ul»rt patometersshown. and Is for an individual buidIng conrxxx-mt, not atramsystem. Before, use. the building closlo not mtal vedty ttto aglllcabllty of deA;n rxaamelors and lxopedy lncoq»falo thh doslpn frtto Iho overall Addllonal temrxxary and rxemnexnenl bf=1110 MiTek' txtldingdesign. Bfacing kxftofed Is to lxovent LucWing of Indlvattal ktm web and/o chord mernbots orgy. h always toqubod for slabllly and to rxevenl co"m with possRAe personal Infury and popetty damage. lot general guidance fogadng Sue fatmicalkxn, storcrgo, dellvory, erection and bxacdrtg of tnmos arxI larss systons, soeANSVrPI l Quality CAtef W, DSB-89 and SCSI BulkINy Component 6904 Parke East Blvd. Safety Intormallon ovalablo from truss Plate Ins11Mo. 218 N. Lee street. Su lle 312. Alexandria. VA 22314. Toftpa, FL 33610 Job cuss Truss Type ty ply T1t286954 TBOt50 RotI, Diagonal HipGdder t t Job Reference(optional) Bud defe FrldSoufce. I ampa, ram Gay. ranoo Jzao .—...y,,. cvw,.,,,.,. .... ...,... ..... __.. _._. ID:pv 1 GOtZRPskYMiUZTvPtijzmbHK-aggGPOKmI D58gPsJxObmeOlvxnUOvvhiMRJkcuz9lGm 1.54 7.1.5 9.9.5 15-0 715 — 2.6-0 Scale - 1:21.0 2x4 11 3x6 = 3x8 = LOADING (psf) SPACING- 2.0.0 CSI. OEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.15 5-8 771 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(rL) 0.47 5-8 247 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 5 IVA rVa BCDL 10.0 Code FBC2014lrP12007 Matrix•M) Weight: 39 lb FT = 20% 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) 2=400/0.10-15, 5=547/Mechanical Max Horz 2=137(LC 4) Max Uplifl2_ 139(LC 4), 5=-190(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-592/205 BOT CHORD 2.5=-286/558 WEBS 3-5=-600/357 Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: 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 truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2 and 190lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to•4=-132(F=-39, B=-39), 6=0(F=10, 13=10)-to-5=49(F-14, B=-14) Q WARNING - Verily dodgn parameters end READ NOTES ON THIN AND INCLUDED MITEK REFERANCE PAGE MP7473 rev. 1803"IS BEFORE USE. Design valid lot use orgy vAm lv9100 correctors. Ihts design Is based orgy upon pmarnelon shown. and Is lot an Individual building component. not a Inas sysletn. 8eloto use, llw txdldt g doslgnur must verify the alKxicablilty of design lxaal rioters and ixopony incotporale ask design Inlo Iho ovotall Ixdldho design. Wachg Indicated Is to pxovent bucldhg of Individual truss web and/or cnotd rnembers only. Additional fernpxxday and permanent Ixacing WOW B always tegtdred fot stabltlfy arW io txevottt collapse wfrh possRAe poisoncf hKry and rxopoey dlamago Fot genetal galdlance tegarding the ka licatlon, storage. delivery. eractlon and bracing of musses and Innssystums, seeAN5VIP11 Quality Criteria, DSO-89 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute. 218 N. Lee Street. Sallo 312. Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type ty T11286955lJobT80150HR02DiagonalHpGrrdar Ply 1 t Job Reference (optional) tsuadetarlftt50Wce.1arnpa. r1amt,ny,rionao4aa90 _,....__._....._...._-'...__....-' ---"--"--'---'--- F14IO:pv 1 GOtZRPskYM1UZTvPttjzmbHK-30EecMK03x0?HZRW Vk6?AEg4mBpleMarb521Kz91Gl 1.6-0 6.2.11 9.9.5 1-5-0 6-2.11 3.6.10 2x4 11 3x6 = Scale . 1:23.1 9.9.5 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) -0.17 5.8 >697 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.83 Ven(TL) -0.51 5.8 >229 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.17 Horz(rL) 0.01 5 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 43 lb FT = 201% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORO Structural wood sheathing directly applied or 5-4-11 oC puffins, 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. (Ib/size) 2=39310-10-15.5=554/Mechanical Max Horz 2=207(LC 4) Max Uplift2=-107(LC 4), 5=-228(LC 8) FORCES. (lb) - Max. CompJMax. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-490/131 BOT CHORD 2-5=-270/444 WEBS 3-5=480/325 NOTES- (8) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip OOL=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 107 lb uplift at joint 2 and 228 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, 8=27)•to-4=-132(F=-39, 8=-39), 6=0(F=10, B=10)-to-5= a9(F=-14, 8=-14) Q WARNING - Verily design pamnefen and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MS-7473 rev. 1609Q01S BEFORE USE Design wild for use only wllh Ml lelt®connectots Bxs deslln Is based only ur»n p;aamelers shown. and blot an MMd cd building component. rat a Inns system. Boloto use. the building designer musl verify the applicability of design pxaomelots arrd propw,y ltcotpowle this design Inlo the ovoid, Ixidlrvj design Bracing h,4colod Is to proven) buckllbg of Ind unI truss web and/or chord momlers ordy. Additional temporary and permanent bracing MiTek' It always reotidtod lot stability and to rxovenl collapse wllh possible personal "and ntoperly damage. Fort gonefal guidaao legarding tia fotxlcalim storage, dellvery, ereelon curd tracing of Misses and Inns systems seeANSVIPI I Quality Warta. OS8-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Ina4 Rate 1ts11Me. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss TfUSS Type tY ply T11286956 J:R.f.,.e(optional) T80150 HR03 Diagonal Hip GWar 1 1 Bvddiffe Fap50uroe. 181`1`00, mart Cody, 1-10naa 3J0ba v..._..._.._..--- ID:pv 1 GOtZRPskYMIUZTvPbjzmbHK-3OEecMK03XD'7HZRW Vk69AEgBEB_CeOCrb5218KxgIGI 1-5-0 3-5.10 1.5.0 3.5.10 20 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(rL) 0.01 2-4 999 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.00 HO1z(fL) 0.00 3 We n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb(size) 3=29/MeChanlcal, 2=148/0-5-5, 4=18/Mechanical Max Horz2=64(LC 6) Max Uplift3=-43(LC 6), 2— 111(LC 4) Max Grav3=29(LC 1), 2=148(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1.10.8 PLATES GRIP MT20 244/190 Weight: 13lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.5-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right 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 noneoncurrent 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 fall 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 43 lb uplift at joint 3 and 111 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-54 Trapezoidal Loads (pll) Vert: 2=-3(F=25, B=25)-to-3= 47(F=4, B=4), 2=-0(F=10, 8=10)-to-4=-17(F=1, 8=1) Q WARNWG - Vodly d dgn paramatora and READ NOTES ON rhU AND WCLUDED WMK REFERANCE PAGE MD-7473 tev. 1001101E BEFORE USE wtDeslprlvatkflotuseonlywllflMlleMConnectors. ftfh deslt;iri IS based only upon lYsamelon shown. and is for an hdlvldrwl building Component. not a buss system. Woro use. the IxBtling clesignor must vedly the app1lCctlNlty of de-Jol paomelets and properly htcotbaale it11s design Into the ovotall bolding design Placing Indicotod Is to prevont txtcidhlg of kWNkkal fnmweb and/ot chord members only. Addillorxf temporary grid petmanonl blocklg MiTek' Is always tecatbod far slablllly and to Ixovenl collapse vAlh possible ix -moral Wl+y and ptopeny danoge. For genoral grldalce togarcling mo fabticallon, storogo, delivery. ereCllon and btach o of Intsses and fam systems. seeANSI/Wl I Quality Cdtedo. OSS-89 and SCSI Building component 6904 Parka Cast Blvd. Safety Irdormallon available man truss Plato Inslllue. 216 N. Lee Sheet. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss trussype10'i T1t286957 TWIN HR04I Diagonal Hip GaderI 1 1 Job Reference jptional aaaaefe FuiiJWlCe, tangs. r'lanl buy. rRnaa saaoo ...... o.y.. .. .. ..._...__. ..._. ..._.. __.. __ . _.. _... __. _ __ ID:pv 1 GOtZRPskYM1UZTvP6jzmbHK-XCoOgiL 1 ggLrv1012ReEIRNJ7aG?NrS_gbrhmzglGk F 1.5 0 5-6-6 1-S-0 1 5-" Scale - 1:15.7 2x4 II 20 = 2x4 II LOADING (psi), SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(TL) 0.09 2.4 712 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.00 Horz(TL) 0.00 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 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. (Ib/Size) 4=165/Mechanical, 2=196 0-5.5 Max Harz 2=83(LC 4) Max Upllft4=-58(LC 8). 2=-109(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 5-6-6 oc puffins, except end verticals. Rigid telling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vu11=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right 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 tpiss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4 and 109 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Rooi Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-54 Trapezoidal Loads (pit) Vert: 2=-3(F=25, B=25)-to-3=-75(F=-10, 13=-10), 2=-O(F=10, B=10)-to-4=-28(F- 4, B=-4) WARNING - Vanity design pnemoten and READ NOTES ON TXfS AND WCLUDED JW EK REFERANCE PAGE M9.7Q9 rev. IaWMIS BEFORE USE. Design valid for use only vAth t4lok®eonnectors. this doslgt Is lXaed only upon IXIrcanolols shown. and Is for an kldlvidud bulding eompon ent. hot a tnm system. Before tao. the building designer rust votiry the ap1111cabllry of design poramoles and Ixoporly Vwxxpomto it* design Into the ovearll IxAdhng design Bracing Indicatod Is to rxovont txtcldhng of kndNldnal htm web and/or chord tnemb ets only. Ac"Noral temporary and perrnartent Ixaclng M iTek' is alwoys required lot slab611y and to prevent collgxae with rossble personal "and property darnage For genetol guidance rogardng the fatxlcalkxn, storage, dolfvery, erection and lusting of Iltmes and truss systems. see"SI/tVl I Quality CAledo, OSS-69 and SCSI Be" Component 6904 Parke East Blvd. Safety Information avc&"o from hugs Rate Institute. 218 N. Lao Street. State 312. Alexandfla. VA 22314. Tampa, FL 33610 O fUSb Type 1•+) T11286958 TB0150 HfUbb Diagonal Hp Girder 1 t Job Reference (optional) 8undere FuslSource, Tonga, ram ctfy, ranaa -risaa P. q i- oID:pv IGOIZRPskYMrUZTvPtizmbHK-XCo giL1gqLrv1012ReEIRNEWa8_Npq_glrhmz9lGk 1.5-0 6.2.11 9.9.5 1 •SO 6.2.11 3.6.10 20 11 3x6 = Scale . 1:23 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) -0.17 5-8 >697 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ven(TL) -0.51 5-8 >229 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.17 Horz(TL) 0.01 5 We n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix-M) Weight: 43 lb FT = 209b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 2=39310-10-15, 5=554/Mechanical Max Hotz2=207(LC 4) Max Uplift2=-107(LC 4), 5— 228(LC 8) FORCES. (lb) - Max. CompJMax. Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-490/131 BOT CHORD 2.5=-270/444 WEBS 3-5=-479/325 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; 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.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 226 lb uplift at joint 5. 6) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1.2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, 8=27)-to-4=-132(F= 39, B=-39), 6=0(F=10, B=10)-to-5=-49(F=-14, B=-14) Q WARNING - Verily datlen Parantefere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ma-7473 rev. 16WI201S BEFORE USE. DesIGn valkl lot use only with MIlek®conreclors. Sls design is bawd orgy upon paarnotets shown. and Is lot an Individual rAddbyj comportenl. not o Ulns syslotn. Ooloro use. Ile txBd9rlo cleslgtlot must verify Ile cy11111cat111ty of deslpn Ixtianetors and txOlxxly 1lcogw(ale M design Into the overall btLdklg design. Btctcing IrvWcalod Is to lxovenl txtckling of Individual Inns web a1d/a chord mamtwrs only. AdcAtkxlal lonlxxary and permanent txoclrK) MiTek' is always toa}lted lot stalAtty, and to Ixevent collgxo wllh posdAe pwsonal Inry anU property damage. For general guidance regadng the klxlcatbn, slotclge, ck-Avory. erocllon arK1 txcschq of IRlsses anat in= syslorrtS, sceANSI/IPI I Quality Criteria. OSS-89 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information avalk"o ban trim Pktle autllute. 218 N. lee Sttool. Sulle 312. Alexcirid lu. VA 22314. Tampa. FL 33610 o fuss russ ype ryMy Ttt296959 T80150 Jot Jack -Open Truss t t Job Reference (optional) Budder$ FIteISOU(ca, Tanya. Plant Gay, Florida 33566 nano npr .v ev.o mnvk nmusuns. 4— ., vv.. va .v .a... cv.. ruja . I D:pv 1 GOtZRPskYMAJZTvPtilzmbHK-XCoOgiLI ggLrvt012ReEjRNNIaKRNrS_glorhmzglGk t-0-0 slats 1-0-0 alerts AD SU.. _--- REOUIRED 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Ven(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Ven(TL) 0.00 4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Va rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/stze) 1=27/Mechanical, 3=18/Mechanical, 2=91/0-8.0 Max Horz 2=25(LC 8) Max Upliftl=-11(LC 8), 3=-10(LC 8). 2— 18(LC 8) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:7.7 PLATES GRIP MT20 244/190 Weight: 4 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0.10.15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25It-. Cat. II; Exp C: Encl.. GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) zone: cantilever left and right exposed ;C-C for members and forces 6 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 nonconcurrenl 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 11 lb uplift at joint 1, 10lb uplift at joint 3 and 18 lb uplift at joint 2. 6) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code O WARNING - Vanity dadyn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Afa-7472 rev. tGW/2015 BEFORE USE Design vcdkl to use only vAM MI lek® connectors. Ilds design is based only upon 13c3ameters shown. and Is lot an IndMdtal btAdhg competent. not a tnas system. Before use, the IxAdlng doslgner must verity the alyxlcabllty or deslon Iwtameters aril Ixolxfdy hcortxxote this design Into the ovetall building design Brcrchg trxllcated Is to ptevenl Imckllrlg of Individual Inns web and/or chord rnemL ets only. Adcltlonat lompocxy anti p tmanent Ixadrg MiTek' is alwoys toed lot slc#AIIty and to Ixovent collapse wllh posslAe porsolcA Wuy and rxolxxty damage. rot general gukrance togatdlrg the 6904 Parka East Blvd. kdxlcalkxL slofago, delivery, erection and lxactng of trusses cwd1 iRm systems WxK SI/IPI I Quality Criteria. DS6.69 and SCSI Building Component Tampa. FL 33610SafelyIMoHonavcnatxefromtrussRateInstlkdo. 218 N. Lee Street. Suite 312. Alottanddu. VA 22314. Job runs rinse Type N N T11286960 TBO1 So J02I Jack -Open Truss 1 1 Job Reference (optional) outlaws 1'rtUSoufce. tamps. rrom city. rrorras susa ....v ...v..................,...... ....... ...._ . I0:pvIGOtZRPskYMiUZTvPtijzmbHK•?PM012Mfb8TiXsauc99TGtwWF fO6liS3PXODDz91Gj t -0-0 2.10-15 1-0•o 2-10.15 2x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.00 2.4 999 240 TCOL 7.0 Lumber DOL 1.25 BC 0.07 Ven(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=59(LC 8) Max Uplift3=-40(LC 12), 2- 109(LC 8) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 2090 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0.0 oc braping. NOTES- (7) 1) Wind: ASCE 7-10. VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 8CDL=6.Opsf; h=251t; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1.0.0 to 2-0-0, Interior(1) 2-0.0 to 2-10.3 zone; cantilever left and right exposed: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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 109 lb uplift at joint 2. 6) 'Semi -rigid piichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' tL WARNWG • verty dedon pommetem and READ NorES ON rhW AND INCLUDED MrrEK REFERANCE PAGE M07472 rev. 10AU OIS BEFORE USE Design valid for use orgy wlm Mliek®connectots. If is design 6 based orvy upon paamutefs shown. and Is for an frx2,A kcal Ixtldklg compom-nt, nol a lam system. Before use, the btlldng designer must vadly the oWIcotAity of doslgl paarnoters and propedy Incorporate ihh design into the ovadl Ixdding design. Bracing hdicated Is to Ixovont buckling of Indivaual tnm web and/or chord members orgy. Addlllor l temporary and permcmnl lxacblg MiTek' Is always reglkod for skdAlly and to Ixevent CoBgne wllh 1»ss93le personal hkry and Ixoporly damage. For general grlrknco regardhg the rdxIcalkxf6 storage. dellvety. eioctlon ( W txacing of Kisses arxl Ism systems. seoANSt/1PI I Quality Criteria. DS11149 and SCSI BuBNng Component 6904 Parka East Blvd. Safety Inrormallon avallal)le Dan truss Plato ku11Me. 218 N. Lee Skool. Suite 312. Alexandria. VA 22314. Tamps, FL 33610 russ Truss Type otyFly T112UO61 tsoPal J03 Jack -Open Truss I 1 Job Reference (optional) MUMS rusiboulce. larrva, rmm tiny, rgnve Jiivv • • ..._.. __. _ _ ID:pv 1 GOt2RPskYMiUZTvPTvPtilzmbHK•?PM012MIb8Ttxsauc99TGhvS1t_d061t83PXODOz91Gl 1-0-0 4.10.16 1-0-0 4.10.15 20 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.02 TCOL 7.0 Lumber DOL 1.25 BC 0.25 Ven(TL) -0.06 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=111/Mechanical, 2=250/0-8.0, 4=45/Mechanical Max Horz 2=87(LC 8) Max Upl1ft3=-82(LC 12), 2=-117(LC 8) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown Scale . 1:12.7 Ioc) Vdefl Ud PLATES GRIP 2.4 >999 240 MT20 244/190 2-4 >869 ISO 3 n/a rVa Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 4.10-15 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interfor(1) 2-0-0 to 4-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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-" 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 82 lb uplift at join( 3 and 117 lb uplift at joint 2. 6) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of (his truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vedy dadirn aaramatan and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE M67479 rev. 101Q MIS BEFORE USE. Design will for use orgy Win Mllek0 corvwctots. It& design Is based only Lion PCIIU OWIS stlown. and Is lot an Individual building comlwnenl. rwt nEaIttsystem. Botote use. the IxAldlng designer must veAty the cy)Igka1711ty, of design rxlrcanotots and rxopedy blcorporato this clesign Into the oveldl Ixadng design. Bracing ktdicafod Is to prevent txtcldlng of bWMdual truss web and/or chord members only. Additional tempotaly and Wmanent txacing WOW is always rectulted for stability crud to rxevoni co0glse vAlh posstAe personal ir*" and rxoperty damage. For goneral gttklanco rogardlng Me go. deltvory, otectton and of es and tnrss systems, soeANSI/rPI I Quality Criteria. OSS-89 and SCSI Building component faixlcatkxLstotabracingtam204Parke East Blvd Safety InformaBon avellable horn truss Rate institute. 218 N. too Shoal. Stile 312. Alexandria. VA 22314. Tampa, FL 3360 Job Truss Truss Type f ly ply Tit 23 2 T801 SO J04 Jack -Open Truss I I Job Relerence tional W.n Lm nS fS•1S f9 Nlf7 Pnn t Builders Festbource, I arrge, ram cay. rtonoa rr000 • •^- - • •• - - -- - __ - - - - - - - I D:pv 1 GOtZRPskYM1UZTvPtr)zmbHK•TbvmFNNHMSbZ8095AsgiosSaUOvurlxHH3Hyltz9lGi I -0-0 7-0.0 1.0 0 7-0-0 Scale: 3/4'-V 14 N N N 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.09 2-4 837 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(TL) 0.23 2-4 340 180 BCLL 0.0 ' Rep Stress lncr YES W B 0.00 HOrz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 23lb FT = 20°e LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=160/Meehanical, 2=324/0.8-0, 4=77/Mechanical Max Horz2=116(LC 8) Max Uplifl3=-104(LC 12), 2=-130(LC 8) Max Grav 3= 1 60(LC 1).2=324(LC 1).4=121(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purilns. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Extedor(2) -1.0-0 to 2-", Interior(1) 2.0.0 to 6-11.4 zone: cantilever left and right exposed ;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 fora 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 104 lb uplift at joint 3 and 130 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. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dedgn pararnews and READ NOTES ON THIS AND INCLUDED AMX REFERANCE PAGE M07479 rev. 1602 IS BEFORE USE wtDesignvalidforuseonlyvAlhMIlok®connoctors. Ms cicsIg n Is based only upon Ixaarneters sown. and Is for an Individual UstAdkfg component. not a Inns system. Beloro use, the lxAdng designet must vedly Iho 4c")[1cctWlty of design Ixaamoters and IxoPedy Incorporalo this doslan into the overall MAding design. Bracing kxacaled Is to prevent buckling of kxlWual tnm web and/a chord morntxsrs only Addliorwl temporary and Wmanant Lvacing is always io"od tot statslly cuxl to Ixevent collapso Win posbsle personal kM+Y and Ixoporly damage. For gorwrd guidance t rgadingIfno M iTek' Icldk; albn storage. dativety. erection arxt txackng of Inrssos cruel tnm systems. sooANSI/IPII Quality Criteria. DSB-89 and BCSI Building Component Salary information available from truss Plato Institute. 218 N. Lee Street. Suito 312. Aloxaiddo. VA 22314. Parke East Blvd. 69046004P33st0rk muss Truss Type 10ty T11286963lJob780150J07Jack -Open Truss I 1 Job Reference tional lrunclers "Sibource. IaRPo, W. wy, r _ J .. I D:pv 1 GOIZRPskYMiUZTvPtljzmbHK-TbvmFNNHMSbZ8095AsgiosSifOOErlxHH3HyltzOlGi 1-0.0 0.10.15 1.0-0 0.10.15 20 = Scale. 1.6.9 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOrz(fL) -0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10.15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=-10/Mechanical, 2=121/0.4.0, 4=9/Mechanical Max Horz2=35(LC 12) Max Uplift3=-10(LC 1), 2— 48(LC 12) Max Grav3=15(LC 8), 2=121(LC 1), 4=17(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=2511; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 20.0pst 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 10 lb uplift at joint 3 and 48 lb uplift at joint 2. 6)' Seml-dgld pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verfry doOgn parameters and READ NOTES ON rmS AND INCLUDED AIREK REFERANCE PAGE AID-7p9 rev. 169=IS BEFORE USE DOOM wiIkt for use only Win 1,410M ConnuClors. Irds design Is txwd only upon parmneters atlown, and Is lot an hdlvkW Ixddlrlg component. not o Inns syslarn. Beforedng use. the tx/ldeslam must verity the cq)jAIcGbtlty of dosign Ixaaneters and Ixopetly hcorporale IhE design Into the ov01a11 Adcllllonal lertlpercay and pen nanent acrJrlg WOW Ixdding design. Brachg kxllcaled Is to Ixovenl Ixrcaing of hWlvkh it truss web and/a chord members orgy. Is dwoys required rot stability and to plovenl cdlcrize wllh possttle pefsorx/"and Ixopeny damage. For genera guklorlce rogardlrlg the k"Icallon. slomoo. cle ivery, erection aria txachg of tames and truss systems swANSI/IPI I 4Qua01y Critada, DS8-69 and SCSI SuDding Component 6904 Parke East Blvd. Salary Information ovUlcRxo aan Truss Plato Institute. 218 N. Leo Sheer. Salto 312. Alexandda. VA 22314. Tampa. FL 33610 o ruse rues Type ry ' T 112UO64 TB0150 J06 Jack -Open Truss 1 1 Job Reference (optional) tsuxaers "stsoutce, r arpa. rmm tmy. rwnuo aaaoo - • w• • • • •- •.•• ^ ...•... ... ..-- -- - - ID:pv1GOtZRPskYMtUZTvPkjzmbHK-xnT9SjOv7g kHkaBA.41t1oLKeCBRWi0VI5z91Gh 1-0-0 2.10.15 1.0-0 2.10.15 Scale: 1'. t i i 2x4 = 2.10.15 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) -0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 rVe rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 2-10-15 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=59/Mechanical, 2=176/0-4-0, 4=27/Mechanical Max Horz 2=76(LC 12) Max Uplift3=-53(LC 12), 2=48(LC 12) Max Grav3=59(LC 1), 2=176(LC 1), 4=54(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2.0-0, Intedor(1) 2.0-0 to 2-10-3 zone; cantilever left and right exposed ;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 fora 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 glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 48 lb uplift at joint 2. 6) 'Semi -rigid pit chbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Vestry design parameters and READ NOTES ON THIS ANDWCLUDED UffEK REFERANCE PAGE NQ7479 ray. 144U 0IS BEFORE USE Design valid la use only wtlh MI ok0 connoctors. Inls design Is Ixaed only upon pxnomelets sfwwn. aril Is lot an IndlNclual b ulding corntwnenl, not wtaktassystem. Bolote tse. the btadng designer must verity the oWle abllly of dosW parameters and lxol"y In cotporato 0* design Into the overall txBdng design. eachg Indicated Is to rxovent buckling of Indlvkkxl truss web and/or chard members only. Addllonlal lomrotary and permanent txocklg WOW is always teed lot stability and to rxevont eallar rso vAlh Possible personal "sy and lxolxrty danage. For gerlural gtdcla ce tapering the latxbatkxl, stacgo. dellvory. oteelton and lxcsckq of Inrsses and lrtfsa systems. seeANSVIPI l Quality Criteria, 0S6-69 and SCSI BuOdbsg Component 6904 Parke East Blvd. Safety Information avcBable ken truss Rate Institute. 218 N. Leo Street. Stile 312. Alexandria. VA 22314. Tarpa, FL 33610 Job Truss Truss Type ry ply T,t2ese6s MOM Joe Jock -Open Truss r 1 Job Reference(optional) tsunaers Fxstbource. l arnpa. rWm Idly. mna9 J. .. , v+v . ry,. .. c.. ... ......... .................. .-.... __.. __ . _.. _ .. __ .. _o_ ID:pv1GOtZRPskYMAJZTvPGjzmbHK-xnT9SjOv7l;d AWIWIi L4?miolMaCBRWjOV15z91Gh 1-0-0 _ 4.10.16 t 1.0-0 4.10.15 ' 20 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.07 2.4 780 180 8CLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 3 We Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=119/Mechanical, 2=244/0-4-0, 4=47/Mechanical Max Horz 2= 1 17(LC 12) Max Uplift3— IOO(LC 12), 2= 55(LC 12) Max Grav3=119(LC 1), 2=244(LC 1), 4=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale. 1:17.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4.10.15 oc purlins. BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0ps1; h=25ft; Cat. II: Exp C: Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) -1.0.0 to 2-0-0, Intedor(1) 2-0.0 to 4-10.3 zone; cantilever left and right 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 nonconcurtent 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 3 and 55 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. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' AL WARNING - Verity dodyn perernatars and RE4D NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE M*7473 rev. It 212016 BEFORE USE Oesign vdld lot use o"y wtlh Mllek®coj V lors. Inds design is IXWd ordy upon p:vo M9ters sr*W L artd Is lot on IntlhAdtxx txddkng componenl. not wtoktnssystem. Before use. trio Ixamng doslgner must verify Iho alxtlIcalAlly of design Ixno peters and txotxxly Incogxxalo Ihls design Into tine ove,dl tx®dng design. Bracing Indk:Med Is to ptovent buckling of ln[fWucd Miss web and/or chord rnomtxxs orgy. Addlliond lompaary and pof"x rwnt txacing WOW Is always required (of skdAlty are to txevent edlgxo with Ix)ss"e personal *AV and Ixoperly clamago. For general guidance regarding the labricalion. slorago, delivery, ofecflon arxf I.xcrcfrng of famos and tnra systcYns, weANSI/IPI I Quality Criteria. OSS-89 and SCSI Su0ding Compononl rk6tf04Park* East Blvd. safely =fnoria onvdR U)lefromItussateinstitute. 218 N. lee Sfrar eel. Suite 312. /dexndrla. VA 22314. To mPaEast 0 Job Truss Truss Type oty ply T11206966 T801 SO J10 Jack -Open Teuu 1 1 Jab Reference (optional) Iw.. u.... r„n nS rn•S•rS 9n17 Pnnw1 BUIldets 1`0615ft(Ce. 1ampa. mant %.ay. rrarran jf aP---..r..- _-._ .._. _.. JT_ XgID:pv 1 GOtZRPskYMIUZTvPtljzmbHK-P_1 30xu3rHOKHHiAtHYugCbpJfRaiNm3gYz91Gg 1-04 1-0-0 7.0-0 US = 7-0-0 Scale . 1:22.2 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12 2-4 >660 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) -0.26 2-4 >308 160 SCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(fL) -0.00 3 r1/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3= 1 64/Mechanical, 2=319/0-4.0, 4=8 1 /Mechanical Max Horz 2= 161 (LC 12) Max Uplift3=-124(LC 12), 2=-65(LC 12) Max Grav3=164(LC 1), 2=319(LC 1), 4=125(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterlor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0.0 to 6.11.4 zone; cantilever left and right exposed ;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 124 lb uplift at joint 3 and 65 lb uplift at joint 2. 6)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verity dadpn parnmerem and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE MIF7473 rev. WAXIMIS BEFORE USE. Design valid for use orgy wtih MIIok® ConrwcWis. MS design is Ixased orgy upon paarneters shown. and Is fa an trtaMd al buldhg component. not a fit as systaln. Before use. the building desloix" must verify the c4)pIIccfiAjry of design pxaanetors and Ixopedy haaforale Mb design Into the overall IxAcMV design. Bracing IndlColod Is to proveni Ixakllrltp 01 IndlvkdtKd truss wob and/or chord members only. Adallloncd tetntoary and pxvmarent Ixaeing MiTek' Is always required for stabmly and to rxeveni colrarxo wtih Possible persorld tdLaY and Property damage. For General guidance regarding the Iatxk:allwx storage. delivery. erection crud txaci ng of misses and tans systems. seeANSI/fPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Tampa. FL 33610 Safety information available from Inla Plato Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Job I russ Truss TWO oty T1t2eses7 TB0150 J11 Jack -Open Truss 1 1 Job Reference(optional) tsueaers t-aslsotrrce, t arpa. rmm t:ay, rrwtaa aaaou v ID:pvIGOtZRPskYMiUZrvPtijzmbHK-P_1Xg30Xu3rHOKJTHHiAtHY vCTWZdalNm3gYzglGg 4.1.6 7-0-0 4.1.6 2-10-11 t Scale . 1:22.4 3x4 = axe 11 30 = 4.1.6 2.10.11 Plate Offsets (Y Y)-- 15.0.4-4 0-1.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In toc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) 0.04 1-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(TL) -0.08 1-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.9 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=155010-4-0, 4=907/Mechanlcal Max Horz 1=140(LC 8) Max Uphill=-406(LC 8). 4=-294(LC 8) Max Grav 1=1550(LC 1), 4=937(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2— 1303/295 BOT CHORD 1-6=-359/1158, 6.7=-359/1158, 5-7=-359/1158, 5-8=-359/1158, 4-8=-359/1158 WEBS 2-5=-267/1208, 2-4_ 1435/445 NOTES- (10) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11, Exp C; Encl., GCpi=0.18; MW FRS (envelope): cantilever left and right 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 taus 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 406 lb uplift at joint 1 and 294 lb uplift at joint 4. 6) Girder carries Ile -in span(s): 14-4-0 from 2-0-0 to 6.0.0 7) 'Semi -rigid pltchbreaks 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) 1059 lb down and 302 lb up at 1-0-12 on bottom chord. The design/selection of such connection devices) 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). 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 1-7=-20, 7.8=-246(F=-226), 4.8= 20 Concentrated Loads (lb) Van: 6=-1059(F) Q WARNWG - Vartry dedpn parameters end READ NOTES ON THIS AND WCLUDED AVTEK REFERANCE PAGE Ma-7473 rev. 1002MIS BEFORE USE Design valid la use only with MI lak®conrwctors. Rds deslgl Is based orgy uim Momelon shown. ornd Is for an Individual buldltyd comlxxeni. not a truss system. Before use. it* txAdng designer must verity the o"AlcatAlly of design geometers and Ixopedy Incorporate it* design Into the overall IxAding design. ®acing Indicated Is to Ixovonl txtclding of BxlMtltral Inm web and/or clerd members only. Additional temporary and permanent lxOCkV WOW b ctwoys togAod fa s1at101tyand to txevenl collcgxe wllh posslAe personal b"y and Ixopedy damage For general guidance rogardrlg the labdcallan, storage. delivery, election and txaCing of tnmas and truss systems. sooANSVIPI I Quality Cdlerla, OSS-89 and SCSI Building Componenl 6904 Parke East Blvd. Safety Information ovdlalxo from truss plate Institute. 218 N. Lee Street. SJIo 312. Alexandria. VA 22314. Tampa. FL 33610 fuss fuss ype typly Ttt2 MS TBOI60 J12 Jack -Open Truss 1 1 Job Referee (optional) tfuaaers rustsource. rampa. rlam Gay, moTion 77.00 • ..,..r, •• •-• •••••-•••- ..-.. __.. __ ._.._.._ _.. . _o_ ID:pv1GOtZRPskYM1UZTvPtilzmbHK.P_lXg3OXu3rHOKJTHHiAtHY2gCiWfR_aI14"q z.91Gg 1 0 0 _26.8 26.8 Scale - 1:11.1 20 = 26-8 26.8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Ven(TL) -0.00 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n1a IVA BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=47/Mechanical, 2=164/0-4-0, 4=23/Mechanical Max Horz2=68(LC 12) Max Uplift3=-44(LC 12), 2=47(LC 12) Max Grav3=47(LC 1), 2=164(LC 1), 4=46(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C: Encl.. GCp1-0.18; MW FRS (envelope) and C-C Exterlor(2) -1.0.0 to 2-0-0, Interlor(1) 2-0-0 to 2.5-12 zone; cantilever left and right exposed ;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 44 lb uplift at joint 3 and 47 lb uplift at Joint 2. 6) 'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Vadly design pererrrsfere and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MD7473 rev. MUMS BEFORE USE EtDOOMoldfaruseonlyvAh "joke connectors. Ms design is brad orgy trim l anelers snox . and Is lot an incllNdxr bolding component. not a Inns system. Roforo use. Iho Ixllcling clestgnot mtat verity Ile appliC tbllty 01 cktsign PcuOrnetors and polwriy Incorporalo this design Into tho overeat b tAclIng doslgn. l3ackV hxAcotocl Is to prevent bucalrlg of IndWtrrb truss web Oral/or chord members only. Ac"llonal lemlx wjiy and petmonenl bracing M iTek' 6 always regt6od for stablilly and to lxovenl Collquo vAlh poss9110 1ximonal"and property c amago. For goneral gdcl a iogardhlg the IOGIcallon, storage, ctellvery, etecllon and bxachlg of trusses and truss systems. saeANSI/TPI I Quality Criteria, OSS-89 wW SCSI Building Component 6904 Parke East Blvd Safety Information avoiluble from truss plate Instlkde. 216 N. Lae Street. Stile 312, Aloxarxlria. VA 22314. Tempe, FL 33610 Job Truss russ type tY ply TO 12 69e69 T80t50 J13 1,-ack-Opsn Truss 1 1 Job Reference Lionel Rudders FIrs,Souru, rampo. 1•10m crry, r-ronao 33eso 2x4 = 2.6-6 2-6-a 2-66 ID:pv1GOtZRPskYMrUZTvPblzmbHK-tAbviPP9fN_S?Uugr_DPOV4DUb2726Nz1VcM z91Gf Scale. 1:11.1 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) 0.00 1-3 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.06 Ven(TL) 0.00 1-3 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 8 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=86/0.4.0, 2=62/Mechanical, 3=23/Mechanlcal Max Horz 1=53(LC 12) Max Upliftl=-10(LC 12), 2— 53(LC 12) Max Grav 1=86(LC 1), 2=62(LC 1). 3=46(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.6.8 oc punk ns. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cal. II; Exp C; Encl., GCpi-0.le; MW FRS (envelope) and C-C Exterfor(2) zone; cantilever left and right 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 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 10lb uplift at joint 1 and 53 lb uplift at joint 2. 6) 'Semi -rigid pi(chbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily design pararmten and READ NOTES ON TNIS AND INCLUDED MREK REFERANCE PAGE 11I11-7473 rev. IMMIS BEFORE USE Design va1W (of use oNy Win MlleM connectors. [his design Is lased orly upon parameters shown. and Is ter an kxllvidual binding component not a tam system. Before use, the txUdng designer must verity the a"dlcablity, of design I"anetefs and Ixoperiy hcorpwrato this design Into the overall txRdng design. Bracing Indicated is to Ixovont imcaing or W Wurd buss web and/or chord members orgy. Additional temporary dead permanent Ixa_Mng WOW Is always roquitod for stability and to Ixovenl colla ine wllh possUo personal " and Ixoferty damage. for general guidance regarding tho klxk:atkxL storage, doltvery. erection and tracing of frtmos and buss systems. soeANSI/TPI I Quality Criteria. DS11-69 and BCSI Building Component 6904 Parks Easl Blvd. Safety Inrormalon avWabio from truer Rate institute. 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa. FL 33610 uss russ ype ty T11286070 800150 1j:4 Jack-Open Truss t t Job Reference (optional) Budder$ FBtlSOUMC Iarr4a. Flom udy, monde 3JS0e , .......+r. ijzmb ..tAb ...............S?U ..._.. __.. __ ._.. _..- --.. . -•- . IO:pv1GOt2RPskYMiUZTvPtijzmbHK•IAbvtPP9iN 8?Uugr_DPaV40wb2T26fyz1VcM_zglGt 1-0-0 _ 1.10.15 100 1.10.15 ' Scale . 1:9.5 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(TL) 0.00 2-4 999 180 BCLL • 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 8lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 3=35/Mechanical, 2=140/0-4.0, 4=19/Mechanlcal Max Horz 2=56(LC 12) Max Uplift3=-33(LC 12), 2=-43(LC 12) Max GraV3=35(LC 1), 2=140(LC 1), 4=37(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf-, BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right 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 wllh 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 33 lb uplift at joint 3 and 43 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. 7) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify ded0n parernefers and READ NOTES ON ndS AND INCLUDED WTEK REFERANCE PAGE A07477 mv. 1 024201S BEFORE USE Design vaikt lor use ordy vAth Mllek®connoctors. itgs ckeslgn S tX5ed orgy upon paamelas shown. and is for an hWMdual buldtrng component. not a laps system. Boloro ttse. the building deskpw" must verity the g4AIcablilty of design paamefers (ind property Incorporalu this design Into the ovotail aAtding design. Bracing trndlcated Is to prevent bucatr>B of Individual truss web and/or chord mornbers orgy. Addtlonal tempotary and Ma nanonl bractng WOW Is always tocitMed lot stabOtty and to fxevonl cdlg)so wllh Possible porsond"and property damage. for general grAUance regarding the farxlcoliam storage, dollvery. erection and bracing of Iartsas and farss systems. sec-ANSI/M I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from fit= Rate trnstlMo. 218 N. Leo Street. Saito 312. Alexandria VA 22314. Tampa. FL 33610 Job ruse Truss yle Qty Fly TJb tn26s97t T8050 J15 Jock -Open Twos 1 Reference (optional) 9uddan Fuasourca. romps, clam cay, rtortao a:uae rmw. ID:pvIGOtZRPskYMtUZTvPGJzmbHK-LM9H410nPg6?ddTsPdezidLB?LenZxlChF9vOz91Ge 1-0 0 4.0-0 t 1-0-0 4-0-0 2x4 = 4-0-0 Scale . 1:14.8 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In oc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(TL) -0.03 2.4 >999 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 HOIz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 14 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=92/Mechanical, 2=212/0.4.0, 4=38/Mechanical Max Horz 2=98(LC 12) Max Uplifl3=-79(LC 12). 2=-52(LC 12) Max Grav3=92(LC 1), 2=212(LC 1), 4=75(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf: h=25ft; Cat. If: Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) -1-0-0 to 2.0.0, Intedor(1) 2-0.0 to 3.11-4 zone; cantilever left and right 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 20.0pst 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 thus to (russ connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 52 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. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNWG - Varfry dasrpn pemnW*M and READ NorES ON rMPS AND WCLUOED M/!EK REFERANCE PAGE 1107473 mv. 9OW12095 BEFORE USE. Design vatkl for use only w11h Mllek®conneclots. Ms design Is basod only ulm Wanoters shown, and Is la on Individual building component, not a teas system. Berge use, the txLding designer must veNy the agt11ca1A1ty of design pxaamoters and pxopody 1mcorporato IhB design Into the overall Wilding design. Baclng Indlcotod Is to (rovent lxidding of hdKkfal Inns woh art/or chord rnembets only. Additional lornMary and lermanenl Ixodng MiTek' 6 cwoys te"od la slatAlly and to rAeveni collapse with 1)OsA to personal k*Ary and property danoge. For general guldafce regadtng Ow IcOdcalion. storage, delivery, eteclton and tracing or trusses and truss systems sooANSI/1PI I Qtatlry Cdtada, OSS-89 and SCSI Bullding Component 6904 Parka East BNd. Saf*ty Information available Dorn buss Note Institute. 218 N. Lee Street. Suite 312. Alexandita, VA 22314. Tampa, FL 33610 Job ruse Truss Type ply T112e6g?2 T80150 J16 Jack -Open Truss 1ry 1 Job Reference(optional) euwanFaaSouru.lortpo. rtamcity,rauaaaraee ID:pvIGOtZRPskYMiUZTvPtijzmbHK-LMOH4lQnPg6?ddTsPilezidOZ?NArZ 66F96z91Ge 1.0.0 0.10-15 1-0-0 0.10.15 Scale - 1.6.9 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) 0.00 2 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.01 Veri(TL) 0.00 2 999 180 BCLL ' 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 rVa rlla BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-14/Mechanical, 2=125/0-8-0, 4=8/Mechanical Max Horz 2=35(LC 12) Max Upllit3=-14(LC 1), 2=-50(LC 12) Max Grav3=17(LC 8), 2=125(LC 1), 4=17(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10.15 oc pudins. BOT CHORD Rigid ceiling directly applied or W-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi--0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right 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 14 lb uplift at joint 3 and 50 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. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedly dedyn pararnatere and READ NOTES ON TM AND INCLUDED M/TEK REFERANCE PACE AF7479 rev. IOVIMIS BEFORE USE. Design vdkd Ia use only With kAlfek® cotxeclors. Ills design It Ix tsed orgy upon paclnetefs OVWM, rind Is lot on Individual bolding comr onent. not a hue sysloni. Before use. the txdIdkng doslgnei must verify Into cplrxlcablilty of design fxlrcn netets crud Ixoperly Incaporcdo thisdaslgn Inlo the ovetuil lxtgdthg design. Bracing indicated Is to prevent buckling of indlvicktad Inca web and/or chord members orgy. Addlion l temixnary and parnctnont txcldng WOW S always rectulted la stability, cis d to Ixevent collapse Wllh poaltlo personal Iryury and txofwny damage• for genetd guldcince tegadng the Itlxlcdtlkm, storage. delivery. erection cfxf txachng of tames and Irua systems. saeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdtdxo horn puss Plate institute. 218 N. Lee Street. Suite 312. Adexondtla. VA 22314. Tarnpa. FL 33610 rues cuss ype ty T112S6913 T80150 J17 Jack -Open Truss 1 t Job Reference tional Builders FkeISOYrce, I OMPI. Prarll Ley. 1-10rraa Jibe, . -. n,...... . ,..,... .,,......,..+. ...... ....... -.... -_.. . _v_ . ID:pvIGOtZRPskYM1UZTvPllzmbHK-gZjflSROA EsFn22zPGtVwAYaPiPWOBORLJRsz9IGd 1-04 2.10.15 1.00 2.10.15 Scale: V. V 2X4 = 2.10.15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(TL) -0.01 2-4 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=49/Mechanical, 2=184/0.8.0, 4=25/Mechanical Max Horz2=76(LC 12) Max Uplift3=-49(LC 12), 2_ 52(LC 12) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.10.15 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t: Cat. If: Exp C: Encl.. GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) • 1.0.0 to 2-0.0, Interior(1) 2.0-0 to 2-10-3 zone; cantilever left and right exposed ;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 20.0psl 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 52 lb uplift at joint 2. 6) ' Semi -rigid pi(chbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily dedpn paremeters end READ NOTES ON THIS AND INCLUDED AUIEK REFERANCE PAGE fiW?473 roV. 111163Q016 BEFORE USE. DesIM vatld la use only vAth Mllek9conneclors. Sls design Is txaed orgy urM rxaanaters stnown. and is fa an Individual bulcling canllononl not a trim system. Beloro use. the txdk&ng designer mtal verily the aplplk:abllly, of design txxaneters and lxoperly hcorlwrato this design Into the overall building design. Wading Indicated Is to rxevenl buckling of IndNkWc6 truss web and/or chord members orgy. Add9lkxxd leinlxxary and permcmril txacing MiTek' is always tecpLed for stability and to rxevent collgx+o wllh riesdAe r>elsorxl YVtey, and lxolxxly damage. Fa general gt/Uatco tegading the faUlcatkm, storage, dollvery. election and txaeing of Irtmos axt trim sysldxnS. saeANSI/IPl I Quality Critada, OSS-419 and SCSI Wilding Component 6904 Parke East Blvd. Sanely Inlarmation avallatla from buss Rate Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 ruse ruse ype H Tu296974 TBOI50 JIB Jack -Open Truss 1 1 Job Reference (optional) Builder$ FualSouree. Tampa. ram cay, raftGa aaZae ..w.. a ^V. I. Av.., ...,, s, ;. u.c. V v_ . ID:pv 1 GOtZRPskYMIUZTvPtiizmbHK.g74fl5ROA_EsFn22zPGtVwATEPgcW OBORL jRsz91Gd 0-0 4.10•15 0.p I 4.10.15 20 = LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=111/Mechanical, 2=250/0.8.0, 4=45/Mechanical Max Horz 2= 1 17(LC 12) Max Uplift3=-97(LC 12), 2=-58(LC 12) Max Grav3=111(LC 1), 2=250(LC 1).4=90(LC 3) FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. Scale . 1:17.1 DEFL. in loc) Udell Ud PLATES GRIP Vert(LL) 0.02 2-4 999 240 MT20 244/190 Veri( I-) 0.06 2-4 869 180 HOrz(fL) 0.00 3 n/a We Weight: 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft: Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2.0-010 4-10-3 zone; cantilever left and right 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 five loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 58 lb uplift at joint 2. 6)'Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNWG - Vedly dedpn perrmeters and READ NOTES ON TNIS AND INCLUDED ABTEK REFERANCE PAGE M9-741" rev. IdW401S BEFORE USE Design valid for use only HAIh Mllek® connec lots. this dosig n B txssod only upon V.90neters 910WIl. and Is to an IntllNdlKtl bU11dhg cornrxManL not a inuss system. Below Use. the lxAidng cleslgner must vo01y Ilia g:pxk:abllty of cleslgn parameters and rxOlx:rty hcopporote this closlan hto Ina overall txdcMV design. ®acing Indicated is to pxovenl trickling of IndlvkkKA Ifua web and/or tiara mmnbeis orgy. Addhond lernporory and permanonl lxocklg MiTek' e F efsotal hfrry and damage. rotgwafal guiclance tegading rhoysfegedforslablillyandtorxovonlcdignowithpoatxpropertyhdwoWf<utxIcathn. storage. clellvory. eroctotl arxl b raicho of trusses and truss systerns. secANSI/1PI I Quality, Cdterla. DSS-69 and SCSI BuBNng Component 6904 Parke East Blvd. Safety Information avdlatxe Born truss Plato Institute. 218 N. too Stioet. Suite 312. Nottmddo. VA 22314. Tempo. FL 33610 Truss Truss Type fy T11286975 ob", a Jig Jack -Open Truss 1 1 Job Reference(optional) tsud"re f-utibource, Ion". 1-18111 1.0y. I-IOttae S 00 ..v+v ...y, ,. ..... ........ ............... ..._. ..._.. __.. __ ._ ._ ID:pv 1 GOIZRPskYMiUZTvPtilzmbHK-gZifi5ROA_EsFn22zPGtVWAPVPcyW OSORL jRsz91Gd 1-0-0 7-0.0 t00 700 3x6 = 700 700 Scale . 1:22.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well IJd PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.73 Vert(LL) 0.11 2-4 >708 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.24 2.4 >334 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 rVa n1a BCOL 10.0 Code FBC2014/rP12007 Matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rlgld ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Horz 2=161(LC 12) Max Uplifl3=-122(LC 12), 2= 68(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=122(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.Opsf; h=25ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0.0 to 6.11-4 zone; cantilever left arid right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOt--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 122 lb uplift at Joint 3 and 68 lb uplift at Joint 2. 6) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Vedty dedgn pen meters and READ NOTES ON rHIS AND INCLUDED M?EK REFERANCE PAGE Ml1.7473 rev. IGOMIS BEFORE USE. Design vakl for use orvy von MIlek®connoctors. This design isbased orgy upon parametersstawn. and Is nor an IndMGxal twldelg cornporxrnt, not a kuss systam. Befoto uso, the Wilding deslgnet must verify the or4)lIca Illy of design parameters and poperiy Incortotato this design Into the ovetail txadIng design. Machg indicated Is to Ixovent lxrckling of Individual truss wob (md/(x chord momtxxs orgy. Additional temporary ad permanent Ixocklg WOW is always togUtod lot stability and to ixeveni collatne Win IwsM)le petsonal hpuy and pxop arty darnago. For gonetal guidance tegadlng the kAxIcc tbn. stot(oo, delivery. erection and bracing of trusses and truss systems. see"SVIPI I Quality Criteria. OSB-89 and SCSI Building Component 6904 Parke East Blvd. safety I . lion avallaxo from truss Rate Institute. 218 N. Lee stool. sure 312. Alexandria. VA 22314. Tampa, i. 33610 Job use I puss I ype r11296076 T80150 ROt Hip Trust1 t Job Reference (optional) Bu*aen Fustsource ronpa, pram cny, rarrao s.uoa I0:pv1GOtZRPskYMIUZT PGIzmbHK-IIHIVRR2xlMjsxdEW7n627iYVprOFOYAg?k(izJz91Gc 140 7-0-0 9-0-0 16-" 1740 1-0 0 7.0-0 240 7-0-0 140 Scale . 1.30.1 5x6 = 5x6 = 3x6 = 20 11 2x4 11 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 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/TPI2007 CSI. TC 0.84 BC 0.92 WB 0.25 Matrix) DEFL. In Ven(LL) -0.15 Ven(TL) -0.32 Horz(rL) 0.08 loc) Well Ud 2-8 >999 240 2.8 >576 180 5 n/a n1a PLATES GRIP MT20 244/190 Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc punlns. 3.4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1197/0-8-0, 5=1197/0-8-0 Max Horz2=41(LC 12) Max Upliit2- 408(LC 4), 5=-408(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2937/803, 3-4=-2663!/75, 4.5=-2937/803 BOT CHORD 2.8=-700/2759, 7.8=-695/2713, 5-7- 702/2761 WEBS 3-8=-129/772, 4.7_ 129/772 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; Cat. 11; Exp C: Encl., GCpl=0.18: MW FRS (envelope); cantilever 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408lb uplift at joint 2 and 408 lb uplift at joint 5. 7) Girder carries hip end with 7-0-0 end setback. 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) 633 lb down and 165 lb up at 9.0.0, and 633 lb down and 165 lb up at 7.0.0 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). 11) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 13=-54, 3-4=-112(F- 58), 4-6=-54, 2.8_ 20, 7-8=-42(F=-22), 5.7_ 20 Concentrated Loads (lb) Vert: 8=-475(F) 7=-475(F) 0 WARNING - VerlrF dedpn peremetwe and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE shrimp 9 ray. Ian MIS BEFORE USE Design valkl for use only w11h Mll"connectors. Ih1s design is based only upon pmamelers Mown. and is lot an individual txMhg component, nor a trim system. Before tao. 11he 1xAding designer musl verity l o aprxlcabeity of do*p "crinoters and txopedy haorporato Mh design hto rta overall MAdng doslgn. Bracing indicated is to pxovont buckling of kndNlaual trim web and/of chord members orgy. Ackthorwl lem"cffy aril porrnownl txaclnp M iTek' Is always iocpJrod for stability axl to pxovenl coll(4m w11h possible personal Injury ant pxopxrty damage. ra gemcal guldanco rogardi ng the labricatkxt storage. cloltvory. ofecfion Oriel brackV of tnraes and tams systems, soeANSI/IPI I Quality Criteria, OSS49 and SCSI lu0dtrng Component 6904 Pork* East Blvd Safety Information avcAable ftorn Was Plato Insllluto. 218 N. too Slwet. SrIDo 312. Alexandria. VA 22314. Tampa, fl 33610 Job Truss Truss Type oty ply JR.lemn.8 Tt1266977 T80i50 A02 Special Trues I optional ouddWe Ftrstsource, iartpa, Plant Gay, 1•roftan 3Jbbua t Ap, ,m, av •v in"- • •wa•.•oa. •.w.. n••..• +•.•• v+ •v. •+.cv c., • • .ry. ID:pv 1 GOtZRPskYMiUZTvPbjzmbHK-mxgOjnSglbUaU5CR4glLaLFhBD67_kOJufTgVIz91Gb 10-0 @•9.14 108-0 15 @4 t6.4-4 21.4-0 r l-0 0 6.9.14 3.10.2 5-0-0 2. 2-1.1.12 Scala . 1:39.5 5x8 = Sx8 = 20 II 3x4 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 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 0.97 BC 0.95 WB 0.81 Matrix) DEFL. In Ven(LL) -0.26 Ven(TL) -0.70 Horz(TL) 0.08 loc) Well Ud 2-12 >970 240 2.12 >357 180 9 We n/a PLATES GRIP MT20 244/190 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.7.5 oc punins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. WEBS 1 Row atmidpt 6-12 REACTIONS. (Ib/size) 9=1254/0.8-0, 2=984/0-8-0 Max Horz2=229(LC 12) Max Uplilt9= 325(LC 13). 2=-231(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.13=-1498r117, 3-13=-1446/740, 3-14=-1245/639, 4-14=-1221/652, 5-16=-304/200, 6.7- 2278/1268 BOT CHORD 2-12=-791/1276, 11-12=-1996/3546, 10-11=-2101/3735, 9-10=-1268/2278 WEBS 4-12=-493/1133, 3-12=-307/271, 4.6=-1089/503, 6.12=-2587/1466, 7-10=-356/764, 6.10=-1619/925, 7-9=-2465/1371 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCDL=6.Opsf: h=25ft; Cat. II; Exp C: End., GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) -1.0-0 to 2-0-0, Interior(1) 2-0.0 to 10-8.0. Extedor(2) 10-8.0 to 13-8-0. Interlor(1) 15-6-4 to 21.2-4 zone; cantilever left and right exposed ;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 thus 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 325 lb uplift at joint 9 and 231 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 suppon concentrated load(s) . The design/selection of such connection device(s) Is the responsibility of others. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard t) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 6.8= 84, 2-9=-20 Concentrated Loads (lb) Vert: 6=-396 WARNING • Vedly dedgn parameter and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE AIfF7479 rev. 141021015 BEFORE USE Design valkl for use orgy vAth Ml IOM Cortrectais. this clesIM is Ixised orgy upon parameters shown. and rs lai an Individual txAdUlg component, not a Irk= systain. Before rise. the 1xAdng designer musl verity the cip llcalAllty of design pxxaxnelers and {xopedy hcotpaate lhb design Into the overall Ixddtng deslon. I)atcing bxikalod Is to prevent budding or Individual Russ web and/or chord members orgy. Additional Iernl"aN and permanent Ixacing M!Tek' Is always required for stability oral to revert collorm vAlh pxmSle po saxf h uy and Ixolx:rlV darnogo. For general gnklarlco tagardrq the falxlcalion, slorcrgo, dolNery, eteCtlon aril lxatCtrtg of tarssas aril to=systems, WOANSI/IPI I Quality Criteria, OSS•69 and SCSI Building Component 6904 Parka East Blvd. Safety Information ovc0artlle train Irum Plate Instiluto, 218 N lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job runs is ype tY T11286978 T80150 R03I Special TrussI t t Job Reference (optional Builders FaslSoures. lanpa, ram cny, rrouae a:taue 10:pvIGOtZRPskYMiUZTVPUizmbHK-mxgOlnSgibUaU5CR4glLoLFikDET_kyJufTgVIz91Gb 10-0 8.9.14 10-8-0 158-0 16.4.4 187t12 21.4-0 100 6.9-14 3-10-2 5-0-0 2.8 4 0 3 e 2-8-4 Scale . 1:39.5 Sx8 = o — 6x12 MT20HS = 3x4 II 30 = 3x8 = LOADING (pst) TCLL 20.0 TCDL 7.0 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/TPI2007 CSI. TC 0.87 BC 0.74 W B 0.81 Matrix) DEFL. In Ven(LL) -0.23 Vert(TL) -0.66 Horz(TL) 0.10 floc) Well Ud 2-12 >999 240 2-12 >380 180 9 n/a rUa PLATES MT20 MT20HS Weight: 114 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-I I-1 oc punins, except BOT CHORD 20 SP M 31 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing 5.11,6.10: 20 SP No.2 WEBS 1 Row at midpt 4.6, 6-12, 7-9 REACTIONS. (lb/size) 9=2090/0.8-0, 2=1117/0-8-0 Max Horz2=229(LC 8) Max Uplift9=-250(LC 9), 2-189(LC 8) Max Grav9=2119(LC 16), 2=1117(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1780/253, 3-4=-1531/182, 4-5=-348/97, 5-6= 268/121, 6-13=-4063/397, 7-13=-4063/397 BOT CHORD 2-12=-353/1523, 11-12=-443/4926, 10.11-462/5245, 9-10=-397/4063 WEBS 3-12=-2971229, 7-10=0/617, 4.12=-99/1459, 4-6=-1371/135, 6-12=-3785/296, 6-10-142302, 7-9=-4412/419 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber 0OL=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 pst 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 9 and 189 lb uplift at joint 2. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 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 device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection devices) Is the responsibility of others. 11) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Daae 2 Q WARNING - VwW design Parurtoters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7472 rev. 9401,2006 BEFORE USE Design vcdkl for use only with Mlfek®conneclors. It1Is design is lxwd only N1on parameters srlovvrl. and Is for an hc9vltlral building component. not a bass system. Delete trso. the Ixdc&1g designer mtal verily Iho NllxlccAAlly of clostgn pararnetors and Ixoporly Incorporalo this design Into the overall lxddhg design. Brachg Indicated is to proven) buckling of IncllvldtKi truss web and/or chord mernlxm only. Addillonal temporary, and permanent txochg WOW is always recpArod for stalAlty and to povenl collalno with posshle personal "By and pfoperN damago. For General guidance fegarding the tatxiccrtlon, storage, delivery. erection and txachg of Imsses and trtrss systcvns, seeANSI/1W I Quality Cdlerla, OSS-89 and BCSI Building Component 6904 Parke East Blvd. sooty information available trorn truss Plate institute. 218 N. too Street. Suite 312. Alexarxtrl0, VA 22314. Torrpa. FL 33610 runs runs ype b T11286978 MOM R03 Special Truss I t Job Referee (optional) Budders FIfelbousce. 1anrpa. Plant tray, mono JiOoo 10:pv 1 GOtZRPskYMIUZTvPttizmbHK-mxgOinSgtbUaU5CR4glLaLFikOET_kyJtATgVii91Gb LOAD CASE(S) Standard Except: Uniform Loads (pit) Vert: 1.4-54, 4-5=-54, 6.7_ 202, 7-8=-94, 2-9=-20 Concentrated Loads (lb) Vert: 6=-164 7=-761 13=-134 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 44, 4-5— 44. 6-7— 187. 7-8=-79, 2.9=-20 Concentrated Loads (lb) Ven: 6=-142 7-658 13=-116 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1.4-14, 4-5-14, 6.7-151, 7-8-43, 2-9=-40 Concentrated Loads (lb) Vert: 6=-120 7=-555 13=-98 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=25, 2.4=5, 4-5=22, 6.7=-85, 7.8=23, 2-9=-12 Horz: 1.2-33, 2-4-13, 4-5=30, 5.6-35 Concentrated Loads (lb) Vert: 6=21 7=98 13=17 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=13, 2.4=22, 4-5=5, 6.7=-64, 7-8=44, 2.9=-12 Harz: 1.2=-21, 2-4-30, 4-5=13, 5-6=10 Concentrated Loads (Ib) Vert: 6=47 7=217 13=38 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=-9, 2-4=-18, 4.5=-1, 6-7=-136, 7-8-28, 2-9=-20 Herz: 1.2=-5, 2-4=4, 4-5=13, 5-6=-0 Concentrated Loads (lb) Ven: 6=-94 7-438 13-77 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=7, 2.4=-1, 4-5=-18, 6-7=-135, 7-8-27, 2-9=-20 Horz: 1.2=-21, 2-4=-13, 4-5=-4, 5-6=44 Concentrated Loads (Ib) Ven.6=-154 7=-713 13=-125 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=25, 2-4=33, 4-5=18, 6-7=-79, 7.8=29, 2-9=-12 Harz: 1.2=-33, 2.4=41, 4-5=26, 5.6=35 Concentrated Loads (lb) Vert: 6=47 7=217 13=38 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2.4=18, 4-5=33, 6.7=-64, 7-8=44, 2-9-12 Horz: 1-2=-18, 2-4=-26, 4-5=41, 5.6=-50 Concentrated Loads (lb) Vert: 6=47 7=217 13=38 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=25, 2.4=33, 4-5=18, 6-7-79. 7.8=29, 2-9=-12 Horz: 1.2-33, 2-4=-41, 4.5=26, 5-6=-35 Concentrated Loads Qb) Vert: 6=47 7=217 13=38 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 41h Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-2=9, 2-4=18, 4.5=33, 6-7=-64, 7.8=44, 2-9=-12 Horn 1-2-18, 2.4=-26, 4-5=41, 5.6-50 Concentrated Loads (lb) Vert: 6=47 7=217 13=38 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=19, 24=10, 4-5-5, 6-7=-136, 7.8-28, 2-9=-20 Harz: 1-2=-33, 2.4=.24, 4-5=9, 5.6= 0 Concentrated Loads (Ib) Vert: 6-94 7-438 13=-77 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-2=4, 2.4=-5, 4-5=10, 6.7=-121, 7.8=-13, 2-9=-20 Horz: 1.2=-18, 2-4=-9, 4.5=24, 5-6-16 Concentrated Loads (lb) Vert: 6=-94 7=438 13=-77 Continued on Dane 3 Q WARNING - Verily dedpin parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MQ7473 rev. It MM16 BEFORE USE Design valid lot use only with Mlfek® ConrwCkxs. fttk design Islxwd only upon parameters shown. and Is la an Individual txdding component. n o$ a Inuss system. Boloto Ilse, tho building doslgtxy mtal vodly 1110 aINAlcablilty 01 design Ixadtmetors andIxopedy Incorporate this closign into One overall tx/ding design. BrdschD Indicated Is to prevent buckIIr1D of Individual truss wet) and/or chard members orgy. Additional temporary and pormaent txac[W MiTek' is always ta%diod lot SIalIIOty, and to pxovenl collatm with possr1110 Msonal inksy and Ixolony dcanago. For genera gtddalee tegatd hg the f ixlcalldn. Sldxdtge, dWOvory. OR-01 xl and txdtcing o1 bassos and Irrss systems. weANSI/fPI I Qudlly Criteria. OSS-89 and SCSI Bulld rig Component 6904 Parka East Blvd. Safety Information ovdlabie from Ituss Nate fruBMe. 218 N. Lee Street, Salle 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type , ty ply TI1286978Est-l-'e-e TBOISO A01 Special Truss 1 optional) tsueaen 1-1161soutee, ranpa, rram t ry, rronan alaoo ID:pv1GOtZRR6kYMiUZTvPklzmbHK-mxgOlnSgibUaU5CR4glLaLFIkDET_kyJuf VIz91Gb LOAD CASE(S) Standard Except: 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. meta1--0.90 Uniform Loads (pit) Vert: 1-4-14, 4-5— 14, 6-7=-140. 7.8=-32, 2-9=-20 Concentrated Loads (lb) Vert: 6=-75 7-350 13=-62 15) 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: 1-2=-40, 2-4— 47, 4-5=-34, 6-7— 183, 7.8=-75, 2.9=-20 Horz: 1-2=-4, 2-4=3, 4.5=10, 5-6=-0 Concentrated Loads (lb) Vert: 6=-156 7-724 13-128 16) 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) Van: 1-2=-28, 2.4=-34, 4-5=-47, 6-7=-183. 7.8=-75, 2.9=-20 Horz: 1.2=-16, 2-4=-10, 4-5-3, 5-6=33 Concentrated Loads Qb) Vert: 6=-200 7=-930 13=-164 17) 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: 1.2=-19, 2-4=-26, 4.5=-37, 6-7=-183, 7-8-75, 2.9=-20 Harz: 1-2=-25, 2-4=-18, 4-5=7, 5-6-0 Concentrated Loads (lb) Vert: 6=-156 7-724 13=-128 18) Dead + 0.75 Roof Live (beg.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-31, 2.4=-37, 4-5=-26, 6-7=-172, 7-8=-64, 2-9=-20 Horz: 1-2=-13, 2-4=-7, 4-5=18, 5-6-12 Concentrated Loads (Ib) Vert: 6=-156 7=-724 13=-128 Q WARNING - Verily dedpn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU.T4" rev. 144UMIS BEFORE USE Design valkl la use wily Win Mick* connectors. INs design Is txwd only upon parameters shown. and Is for an trWMdual IxAc ing component. not a lass syslem. Bofeo use. the lxAdhg designer must verity the ct"11calAlty of design, Ixyamoton and lsropody trlcorp etato Bala design Into the overall A(Alio al lenpxxnay cod permanent broGng M iTek' lxAcAng design. Bracing Indicated Is to Ixevenl txrcaing of individual truss web and/or chord members only. b always roqulrod for stalAity and to pxovenl collorAo Win I>ozl)lo personall I*ny and ixoPony damago. For general guldonce rogcndng Imo ratxlcatbR storage. delivery. erection and bracing of Irtmes and tam sytlerns, saeANSI/Wil I Quality Cdteda. OSS-89 and BCSI Bulld4,g Component 6904 Parke East Blvd. Safety Information avc0crAo Item Inert Plate InstlMe. 218 N. too Street. Sulle 3IZ Afexantlrlo. VA 22314. Tanya, i. 33610 o russ ype r11286979 TB0150 R04 Ir. ss Special Truss ry, ply t 1 Job Reference (optional) uumers restbource, i ar po, rmm any, mnaa a,faoo - o ^r• . -.- .....-^ _... .. __.. -- '- '- -' --' ID:pv 1 GOtZRPskYMiUZTvPtijzmbHK-E8Oow7TITvcR6FmdeYpa7Yox5cYGICTT7J0N2Bz9IGa 6-9.13 104-0 t B•4-0 21.4-0 6.9.13 3-10.3 7.6-0 3.00 Scale . 1:36.8 5x6 = 4s? 3x4 fi 6x6 = 6x6 = LOADING (psi) TCLL 20.0 TCOL 7.0 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/TP12007 CSI. TC 0.64 BC 0.89 W8 0.73 Matrix) DEFL. in Ven(LL) -0.22 Vert(TL) -0.57 Hofz(rL) 0.06 loc) Well Ud 7-8 >999 240 7-8 >437 180 7 rVa rVa PLATES GRIP MT20 244/190 Weight: 108lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3.11-6 oc puffins, except 4-5: 2x6 SP No.2 end verticals. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. 7.8: 2x4 SP M 31 WEBS 1 Row at midpi 5-8 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=1514/0.8.0, 2=955/0.8-0 Max Horz 2= 1 33(LC 12) Max Uplift7=-384(LC 13), 2=-233(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1442/645, 3-9=-1388/668, 3-10=-1203/583, 4-10=-1161/596, 4-11=-1112/552, 5-11_ 1208/537 BOT CHORD 2-8=-590/1225, 7.8=-1508/2673 WEBS 4-8=-245/720, 3-8- 286/261, 5.8=-1691/1146, 5-7=-2885/1712 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=6.Opsf: h=2511; Cat. It: Exit C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 10-8-0, Exterfor(2) 10-8-0 to 13-8-0, Interior(1) 18.4-0 to 21-2-4 zone; cantilever left and right exposed ;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 ps(bottom chord live load nonconcunent 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 384 lb uplift at joint 7 and 233lb 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) . The design/selection of such connection device(s) Is the responsibility of others. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)' Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.4=-54, 4-5=-54, 5.6=-94, 2.7=-20 Continued on page 2 WARNWO • Verily destpn parameters and READ NOTES ON TM ANOWCLUDED AUIEK REFERANCE PAGE A10.7473 rev. I&MV015 BEFORE USE. Design valid lot use orgy Win MllelrS connoclors. this design S based orgy upon pxaamoters shown. and Is for on Dx110clUal txAdklp comPxxxmt, not a Ions syslem. Before use. the lxdldhg designer Inust verity, Ira apiAlcalAlry, of clasVi Ixuatnelois and properly incorporate this design Into the overall b ull ing design. Wichg Indlcaled Is to ixovenl IxrcaIng of WhAdlxa truss web and/or chard members only. Adc911orxrf lemMcffy =1 permorwrtl IxockV MiTek' is sways tocRdted for statAlty and to povent collolne with possible personal InAW and properly damage. For general g4clalce tegardho Me latAcallm stotag0, (WIvery, otocllon oral brachU of Misses and tnss systems. swANSI/TPI I Cuatlry Criteria. OS6.69 and SCSI Bullding Component 6904 Parke East Blvd. Safety Intomlatlon avallable Dorn trim Rate Institute. 218 N. Lee Sheet. Sulle 312. Atexarxlria. VA 22314. Tempe. FL 33610 russ russ ype ty N T11286070 MOMR04 Special Truss f t Job Reference Lionel 9uddere maeniourca. Isnpe. ram crry. mlerm 3 00 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-739 ID:pv 1 GOtZRPskYMIUZTvPtijzmbHK•E80ow7TITvcR6FmdeYpa7Yox5cYGjCTT7JON28z91G8 I& WARNING • Vwffy dee/yn panunatere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE A07473 rev. 1AWN015 BEFORE USE. Design vdkl for use only wlm Mllek®cornectors BYs design Is based only upon lxrrarnetem shown. and Is lot an kndl ducd txAdng comporxeni. not a trm systcan. Before use, tho Ix/lding doslgner mull vorify the ("Alcablilh of design Ixaameters and Ixoperly Incugxnrato Bnh design Into the overall IxgcRrQ design. Bracing Indicated Is to Ixevent buclaing of IndWual truss web and/a chord metntxws only. Addlional temporary and permanent btacing M iTe k' It dwc" rodpltod for sk"Ity and to txovenl collgate wltn pole persona W y and rxopeny ciamago. fa genetal Guidance feWdtng the fatxk;atlon. stofooe. delivery. erection and txaclrsg of pusses CM truss systems. sooANSI/RI I Quality Criteria. OS8-69 and SCSI Building Component 6904 Parke East BHd Safety Information available (torn (russ Rate nsillule. 218 N. Leo Stwot. Srlle 312. Alexdmdrio. VA 22314. Tampa. FL 33610 Job cuss Truss Type b ply Tt1286980 T80150 ROS Special Truss 1 t Job Reference (optional) Budder* Fir*i8ousce. Teapa, clam Lay. Florraa *boor 1 w.;v. v, ,. .,,,a .0 .. ,.. .. _. __.. . _e_ . 10:pv 1 GOtZRPskYMiUZTvPdizmbHK-ESOow7TITvcR6FmdeYpa7YoyTcXeJHPT7JDN28z91Ga 1-0-0 6.9.13 10.8-0 16.4-0 21.0.0 1 0-0 6.9-13 3.10.3 7.8-0 2.8-0 Scale . 1:38.7 Sub = 1xa v 6u8 = US = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014lrP12007 CS1. TC 0.62 BC 0.93 W B 0.42 Matrix) DEFL. in Ven(LL) -0.21 Ven(TL) -0.55 Horz(TL) 0.05 loc) Well Ud 7-8 >999 240 7.8 >448 180 7 We We PLATES GRIP MT20 244/190 Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc puffins, except 4-5: 2x6 SP No.2 end verticals. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5.8 REACTIONS. (lb/size) 7=1344/0.4-0, 2=872/0-8-0 Max Horz2=133(LC 8) Max Upl1117=-6(LC 9). 2=-189(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1266/245, 3.4=-1023/185, 4-5=-1052/165, 6.7=-377/0 BOT CHORD 2-8=-251/1070. 7-8=-199/1684 WEBS 4-8=-24/620, 3-8= 297224, 5-8=-866/178,5-7=-1802/290 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2ps1; BCDL=6.Opst; h=25f(; Cat. II; Exp C: Encl., GCpl=0.18; MW FRS (envelope): cantilever 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 7 and 189 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)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-5=-54, 5.6=-302, 2-7=-20 Q WARNING . Vadly design parameter* and READ NOTES ON THIS AND WCLUDEO MlrEK REFERANCE PAGE M1167473 rev. f44=016 BEFORE USE Ikr*p vapid lot use only with Mllek®connoctors. Msdoslgn is Ixaed only upon "Cur elers Yawn. and Is lot at individual IMcllrg component. not a Inas system. 8cloto ttse. Ifw building designer must verity the appllca blily of design paanolors aid poporiy ktcogbolale this design kilo the overall lxdcbV design. bating trrllcaled is to ixovenl buCktkg of Individual buss web and/or chord members only. Additional temporary and pennanent bracing WOW Is always recRdred fa ctabklly and to ptevonl CdlaIxe wllh possible personal k#try and Ixol)eny danage. For genera guklonco tegading the Rdmicalbn, sto<go. dallvery, erection and bracing of Inmes and trim syslcKms, scoANS1/TPI I Quality Criteria. DSB-89 and BCSI Building component 6904 Parke East Blvd. safety Information available from taus Pksle InSilarie. 218 N. Lee Sheol. Sulle 312. Alouanlria. VA 22314 Tartpa. i. 33610 Job Truss Truss Type ' Hply T1t28698i T80t60 R07 COMMON TRUSS t 1 Job Reference(optional) Bvddare FastSoutea, Tampa. plant (Ay. l-anaa sawo •^r•••....._ ..... .••-.. --••--•-•------ I D:pv 1 GOtZRPskYMiUZTvPttizmbHK-iKyASSUwEDkIpPLpCFKpgmKOYOvISmJcMzywaez91G2 1-0-0 6.2.13 10.6.0 14$-3 21.4-0 22-4-0 1 0-0 "A 3 3.10.3 3.1(13 6.9.13 Scala - 1:38.3 4x6 = Ig 3x6 = "D - 5x6 = 21.4-0 Plate Offsets MY) 18.0.4-0 0.3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Verl(LL) -0.19 6.8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(rL) -0.52 6-8 >481 ISO BCLL 0.0 ' Rep Stresslncr YES WB 0.25 Horz(TL) 0.04 6 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight, 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=837/0-8.0, 6=837/0.8.0 Max Harz 2=-97(LC 10) Max Upl1112=-201(LC 12). 6_ 201(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1195/501, 3-9=-11421524, 3.10=-934/428, 4-10= 910/441, 4-11=-910/441, 5.11= 934/ 428,5-12=-1142/524,6-12=-1195/501 BOT CHORD 2- 8=-332/1008, 6-8=-351/1008 WEBS 4-8=- 239/649, 5-8=-317/295, 3-8- 317/295 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) -1-0-0 to 2-0.0, Interlor(1) 2-0-0 to 10.8-0, Exledor(2) 10.8-0 to 13-8-0 zone; cantilever left and right exposed ;C- C for members and forces & MWFRS 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.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 201 lb uplift at joint 2 and 201 lb uplift at joint 6. 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Var1Ny dedpn partunetwe and READ NOTES ON THIS AND INCLUDEO M"M REFERANCE PAGE MaTe73 rev. JAW1016 BEFORE USF_ Design vand for use Orly wpm Mltek® connoctors. 011s design is based orgy upon pasarn eters showm and is lot an Individual btrldhg component, not a truss system. Before use. lito tAld ho designer mtrst vodfy the applicability of de5101 {oramotem arxf ptopody 6lcotpototo Iltk design Into the ovetall btec&1g design. ® achg Indicated Is to piovent bucldhp of kndMdttal truss web and/or chord members only. Additional temporary axt permanent txocbv M iTek' Is always rogtmod tar stability and to prevent collapse wtlh possible personal hpay and pxopeny darnoge. For general guidance tegading the fabrIcalim storage. doltvory, omellon <dX) blachg of inNsm and truss systerns. soeANSI/IPI I Quality Criteria. OS8.89 and BCSI Sullding Component 6904 Parke East Blvd. Safely Information ovallaMe Born truss Rate Institute. 218 N. Lee Street. Suite 312. Alecanarla, VA22314. Tampa. FL 33610 Job rusS Truss Type ' H T11286962 Taoist)R09 Hip Truss I 1 Job Reference(optional) o.. Buddara F1ri18outce, ianp0, Mara Gay, 1•I0000 SAbee vw ...y... cv.., ....... ..._.. __.. __ . _.. _ __ __.. . _9_ . I D:pv I GOtZRPskYM1UZTvPtilzmbHK-AW W YLoVY?W s8LYw01zr2CztHV00087SladiU64z91GY r1 0-0 4-04 7-0 0 12.3.7 17-8-9 23-04 25.3-0 foe 3140 1-0 0 a-94 2. 20 5 3.7 5.5-3 5.3 7 2-3-0 a•94 14-0 5x6 = 20 II 30 = 5x6 = GMr- Scale . I :S3.5 1.PAV1PVftW1V0 06 = 6x8 = Sx8 = 4x10 MT20HS = 6z8 = 34 = 06 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frP12007 CSI. TC 0.65 BC 0.94 WB 0.64 Matrix) DEFL. in (loc) Well Ud Ven(LL) 0.32 12-14 >999 240 Ven(TL) -0.67 12-14 >526 180 Horz(TL) 0.21 9 We We PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc puriins. 4-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2316/0-4-0, 9=2339/0-8-0 Max Horz 2=66(LC 7) Max Uplift2=-722(LC 5), 9=-730(LC 4) Max Grav2=2334(LC 18), 9=2356(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4661/1480, 3-4= 4578/1483, 4-5=-5326/1806, 5.6=-5325/1807, 6-7=-5304/1800, 7-8=4507/1461, 8.9=•4567/1451 BOT CHORD 2.15=-1306/4138, 14-15-1282/4126, 13-14-1713/5365, 12-13=-171315365, 11-12-1210/4019. 9.11-121613975 WEBS 4-15— 163/ 873, 4-14-617/1631, 5-14-654/474, 6-12=-696/494, 7-12=-632J1675, 7-11-144/812 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; 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 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. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 2 and 730 lb uplift at joint 9. 8) Girder carries hip end with 7.0-0 end setback. 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) 660 lb down and 202 lb up at 23-0-0, and 660 lb down and 202 lb up at 7-0-0 on bottom chord. The deslgrdselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B): 12) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard Continued on oaae 2 Q WARNWO • VM/y dedgn paremoten and READ NOTES ON rnIS AND INCLUDED U17EK REFERANCE PACE MD•7473 rev. 14O&WIS BEFORE USE. Design vatic lot use only with M9lek® conraclors. Ihh design Is based orgy upon px tametatts shown. and Is too an Individual building component. not a truce systetn. Before use. IW bltLdng desl0trn must verity the applicability of doslgl pxfra meters and properly hlcogwtate M design into Iho overall txddha design. ®achlg Irdicatod Is to prevent b ucahlg of individual hull web and/or chard members orgy. AdcllkmU temporary and permanent tracklg M iTe k' B always te"od fop slotAlty, and to prevent collgno with poss"a Personal hyury and properly damage. Fa gonetal gudanco regarding Iho falrlcalkrl, storage. delivery. erection and bracing of Irum-s and truss systems. uraANSI/1PI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infarmatlon ovallable from ftu m Plate nshMe. 218 N. too Shoot. Sulle 312. Alexandit VA 22314. Tango. FL 33610 p ruse Truss Type ty T11286982 T80160 Rob Hip Truss t 1 Job Reference (optional) BUMi FirstSource. Torrpa, Plant city, 1•10(148 33666 LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-7=-117(F=-63), 7-10=•54, 2-15=-20, 11.15= 43(F=-23), 9-11=-20 Concentrated Loads (lb) Vert: 15=-475(F) 11_ 475(F) ID:pv 1 GOtZRPskYM1UZTvPbjzmbHK-AW W YLoVY?W s8LYwOtzr2CztHV00087SIad.664z91GY Q WARNING- Vadly desgn partmstwit and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE M67473 rev. 1803MIS BEFORE USE. wtDeslgnvdldloxuseonlyvnthMltek,Dconnectors. Ihh cleslgt Is bused only upon IY3rameterssnovrn. aril Is let an tndlv"Ad Ixslding component. not a truss systarn. Belore uso. the tx/ldlng doslpnei musl vodty tho ctprllk:aL411y of dedW parrnneters anti propetty klcorporato Bnh design Into the overall building design. Mating indicated Is to rxevent txtcaing of ttnaMduaa fruss web aril/or chord members only. Addtkx,al temporary and rxxmanent txacing M iTek' is always roqulred lot slatAlty aril to rxevent collgxse wllh powA)Ie p etsonal trtKay anti rxoperly damage For gonerd gUdanco regadng the fcdxk:aflm storage. delivery, erection and txaeing or trusses and truss systems WOANSI/fpl I eucdlty Criteria. OSS-89 and BCSI Building Component 6904 Parka East Blvd Safety Informallon available from tree Rate Institute. 218 N. Lee Street, Sulto 312. AlexanUAa. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty ply n12e6se3 T80160 Rif)Hip Truss 1 t Job Reference(optional) tsml0ae 1-1(61bwrca. I arrpa, rmmbay. t•gaae Jf 00 ....,...___._.._. _.. ...- ID:pv 1 GOt2RPskYMIUZrvPZTvPtifzmbHK-AW W YLoVY? W s8LYw01z(2CztJBODPBAyIadgU64z91GY t -0-0 6466 94-0 t 5-0-0 21.24 23.5.10 30-0-0 1-0.0 tt- 00 6.6.6 2.510 6.0-0 60.0 2.510 6.6.6 Scale . 1.63.5 4x6 = 4x6 = 3x4 = Iq 0 3x4 4 1z US _ 30 3x8 = 34 = LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) -0.32 10-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 V@n(TL) -0.8310.12 427 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.09 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matdx) Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.5.2 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7.1-11 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1161/0-4-0, 8=1161/0-4.0 Max Harz 2-83(LC 10) Max Upl1ft2=-225(LC 12), 8=-225(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13-1979/911, 13-14=-1908/916, 3.14=-1865/928, 3-4=-1770/873, 4-15-1557/809, 5- 15- 1556/809. 5.16-1556t809, 6-16=-1557/809, 6-7=-1770/873, 7.17-1865/928, 17- 18=-1908/916. 8-18=-1979/911 BOT CHORD 2.12=-710/1693, 11-12=-722/1796, 10-11=-722/1796, 8-10=-717/1693 WEBS 3-12=-246/294, 4-12-245/607, 5.12=-389282, 5-10-3891282, 6-10=-245/607, 7. 10=-246294 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsh h=25ft; Cat. II; Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2.0.0, Interior(l) 2.0-0 to 9.0.0. Extedor(2) 9.0-0 to 25-2.15. Intedor(1) 25-2-15 to 31- 0-0 zone; cantilever left and right exposed :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 for a 10.0 psi bottom chord live load nonconculrent 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-" 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 225lb uplift at joint 2 and 225 lb uplift at joint 8. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) * This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Q WARNWO - Val y dedgn paratmtae and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE NIF7479 rw. I&WMIS BEFORE USE Design will log use only vAth MI lake Connocloes. Ms desiM Is txnad only upon IwrametofSsh04A1. aril Is lot art hdlvldual IxlldlrlV component. not a Was system. Bototo use, the Ixildrlg doslpner must verily the applicability of clash (xxameters and IoopodY hCa{»talo this deslpn hto the overall IxadhV design. Btcichg IrWlcalod Is to prevenl txtcldlrvj of WhAdual hum web and/of chord members Only. Additional temporary and pwmanont btadng MiTek' Is always lectured tot stotAly, and to povenl collapse with pos AAe personal N*ffy and toetxsny damage. For general grldanco regardnV the tali colt ol, storoge, delivery. erection ctrld bracing of frtmes and tnrs systems, soeANSVIPI I Ccrallty Cdteda, DSB-69 and SCSI SuSdIng Component 6904 Parke East Blvd. Safety Information ava tatx0 ROM truss Plate Instllute. 2I6 N. Lee Street. Stile 312. Aloxarxlrla. VA 22314. Tampa. FL 33610 Job Truss ype ITr rt12a6ea4 T60150 Rill Hp Truas 1 1 Job Reference (optional) _ UU11dera I-ualsource, lanpa. ram wy, ranao :rsaoa •• m• •••• —.1 -- ID:pv 1 GOtZRPskYMtUZrvPli)zmbHK-ei4wYSVAmq_?ztVCJgNH180R3gxEwWavpHR 1 eW z91Gx r1-0-0 7.6-0 11-0.0 19-0.0 22.6.0 30-0-0 31.0.0 f 40 7-6-084 0 36-0 7.6-0 1-0-03_ 7.6-0 6x8 G 2x4 // 2x4 \\ 6x8 5 16 6 7 Scale . 1:53.5 3x4 !- 3x4 = 4x6 = 3x4 = 30 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4.7: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1161/0-4.0, 9=1161/0-4-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.72 Ven(LL)-0.5011-13 >711 240 MT20 244/190 SC 1.00 Ven(TL)-0.9411-13 >378 180 WB 0.18 HOrz(TL) 0.09 9 n/a rVa Matrix) Weight: 136 lb FT = 2096 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.11.15 oc puriins. SOT CHORD Rigid ceiling directly applied or 1.4.12 oc bracing. Max Horz2=98(LC 11) Max Uplill2=-242(LC 12), 9=-242(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1886/860, 14-15=-1796/867, 3-15— 1726/881, 3-4— 1678/858, 4-5-1505/821, 5.16=-1268/747, 6-16=-1268(747, 6.7=-1505/823, 7-8=-1678/860, 8-17=-1726/883, 17.18=-1796/870, 9-18=•1886/862 BOT CHORD 2-13=-653/1598, 13-19=-433/1268, 12-19=-433/1268, 12-20=-433/1268, 11-20=-433/1268, 9.11=-663/1596 WEBS 8.11-194272. 3-13-194273, 6-11-135/505, 5-13=-135/505 NOTES- (8) 1) Unbalanced roof live loads have been considered for (his design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf: h=251t; Cat. If: Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2.0.0, Interior(1) 2.0.0 to 10-10.7, Exledor(2) 10.10.7 to 23-4-8, Intedor(1) 23-4-8 to• 31-0-0 zone; cantilever 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) 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 [all 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 242 lb uplift at joint 2 and 242 lb uplift at joint 9. 7) 'Semi -rigid pitchbfeaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - verity doogn parameter and READ NOTES ON THIS AND WCLUDEO AMEX REFERANCE PAGE MO.7473 rev. Ia1xMIS BEFORE USE. De9gn valid for use only with Mllek9 connectots. 1111s desip It based only upon raratnelers mown. and Is lot an Individual txdding component, not a Was systorn. before tro. the IxAdng designer mtal vetlly the agllicalAlty of design parometers and Ixogxly Incorpotato Mil design Into the overall IxadIng design. Bracing Inclicalod Is to Ixavent txteitidng of Incilvi ktctl In=web and/or chord members only. AddillorKA lornporary, aril permanent txactng M iTek' Is always tegWed lot skdAlly and to prevonl collqtso vAlh possMie personal Isyuy and IxolwAy damogo. Rx getuxal gttklance rogardng M loblcalbn, storage. delivery; erection and txocing of tames and tall syslotns. scrANSI/Ml I Quality Criteria. OSS-89 and SCSI /ullcling Component 6904 Parke East Blvd. Safety Information ovallable Isom trim Rate InsilhAe. 216 N. too Shoot. StAte 312. Alexandria, VA 22314. Tampa. FL 33610 o Truss Truss Type ty T11286996 T60150 Rt2 Htp Truss 1 1 Job Reference (optional) Ihltrdafa 1.0415aurce. ramp*. I-MM Gay. 1-101100 JSaoo ..........y, .. ...... .....o ....,......... ....... __.. __ ._.._ __ __.. _e_ . ID:pv 1 GOtZRPskYMiUZTvPtilzmbHK•6VeJmU WpX86sas4OtNuW HOyZSExrf7122xBa"IGW rri 13-0-0 17 0 0 226-0 30-0-0 1-0.0 1.0.0 7.6-0 5-6-04-0.0 56-0 7.6-0 1-0-0' Scale . 1:63.6 3x6 36 // 3x6 \\ 3x6 ZZ 3x4 3x4 3x4 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) -0.42 11-13 >843 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0.77 11.13 >462 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.08 9 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4.7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-6.2 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1161/0.4.0, 9=1161/0.4-0 Max Horz2=116(LC 11) Max Uplift2-258(LC 12), 9=-258(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.14-1915/853, 3.14-1832/874, 3.15=-1696/829, 4-15- 1574/848, 4-5=-1458/829, 5-6=-1143l713, 6.7-1458/829, 7-16=-1574/848, 8-16- 1696t829, 8-17=-1832t874, 9-17=-1915/853 BOT CHORD 2-13=-654/1828, 13-18=-348/1143, 12-18=-348/1143, 12-19=-348/1143, 11-19=-348/1143. 9-11=-663(1628 WEBS 8.11-329/348. 3.13-329/348, 6-11-208/630. 5-13-208/630 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fh Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope) and C-C Extedor(2) -1.0-0 to 2-0-0, Intedor(1) 2-0-0 to 13.0.7, Extedor(2) 13-0-7 to 16.11-9, Interlor(1) 21.2-8 to 31-0-0 zone; cantilever left and right exposed ;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 = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2 and 258 lb uplift at joint 9. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vodiy dedpn parameter and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE 4ra7473 mv. 1014"Mt6 BEFORE USE Design valld for use orty wlm Mllek®conrreclors. 0* deAp k txwd only tfport lyxametets Mowrt. told is for an individual buWhng component, not o miss system. Beforo use. tho buildhng doslgner must vedfy the cg3)IIccfb1lh of design paanotots and lxoperly hcotpxxato this design Info Iho overall txadhtg dosign. Brocing Indk:dted Is to Ixevenl buck1ktg of IrYJWucd Iruss web "lot clard members oNy. AdcIDforal lemporaty Doti permanent txoclng WOW S always tocoted lot skiAlty aW fo lxevent cdtapso wllh possftAe persortol"artd Ixolx+ny danago. Fa general guldanee tegading the kdxlcatkxt. slorago. delivery. erection tint brochng of Iturses arxf fora systems. K"NSIMI I Cua9N Crltw1a. 0S8-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormadan awAabfe horn truss Plate Institute. 218 N. Leo Sheet. Sulte 312. AloxaWflu. VA 22314. Tampa. FL 33610 cuss Truss Type oty T11286986Pe Iso Rt3 Common Truss 1 17, Job Reference(optional) t.,w W... I.,n nS tA•t S• 9617 P- 1 Buddem 1`9615Ourde. IOntpe. Yrem lay. konao .f.7.7G0 . UZTv fij mbHK-.._. _._ IO:pv 1 GOIZRPskYMiUZTvPGzmbHK•bSCttzgxRl REjC01bR5PIgcVOVdHxOYOCHbv181Pz91GV Ff1001 7 6-0 # IS-0-0 22.6-0 30-0-0 31-0.0 0•o 7.6-0 7.6-0 7.6-0 7.6-0 1-0.0, 4x6 = 6.00 1122 Scale . 1:52.6 Ja 0 30 i ax, 3x4 = 496 = 30 = LOADING (psi) TCLL 20.0 TCDL 7.0 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 0.66 BC 0.73 WB 0.37 Matrix) DEFL. in Ven(LL) -0.39 Vert(TL) -0.62 Horz(TL) 0.08 loc) Well L/d 8.10 >901 240 8-10 >573 180 6 rVa We PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0.6 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1161/0-4-0, 6=1161/0-4-0 Max Horz 2=-133(LC 10) Max Uplift2=-271(LC 12), 6=-271(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =-1 9281766. 3-11=-1873/791, 3-12=1716/762, 4.12=-16057775, 4-13=-16057775, 5-13-1716/762, 5.14-1873(791, 6-14 19287766 BOT CHORD 2.10-565/1664, 10-15=-248/1084, 9-15=-248/1084, 9-16-248/1084, 8-16=-248/1084, 6-8=-586/1664 WEBS 4-8=-231/705, 5-8-406/372. 4.10=-231805, 3-10=-406/373 NOTES- (7) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opst; h=2511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0. Intedor(1) 2-0.0 to 15-0.0, Exterior(2) 154-0 to 18-0-0 zone; cantilever left and tight exposed ;C-C for members and lorces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplllt at Joint 2 and 271 lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedly dedgn peremeten end READ NOTES ON MIS ANDWCLUDED MIIEK REFERANCE PAGE MD7472 rev. feMMIS BEFORE USE Dostrrrl valkl tot use only veth Milok®conrlrrclors. Btts d k based only upon pafometefs stlowlL and is lot an IrxdlvichM b(AdIng Coinporlent, not a inm colon. Below wo. Iho tx11ckV clasignor must vodty the a1x111c<"ity of cosign paaneten and Ixopedy Incori"cito tin t doslpn Into 1he ovetall 1xldklg design. Racing kldtcalod Is to rxovonl txrclding of individual truce web aril/or CW d mofnbaa only. Addlllonal lompotary and portnanent txOCirlp M iTek' 11 always rogtdiod tot stalrBlty cn l to txevent coligxe Win Ixxsl1110 rwrsorxd k*ay and fxopany damage. for genefal gilclalCo regarding mo kdxlc<dlom stor<1go, collvety, oreclion and txaCUV of Inmos cmcl tnm syslerns, soeANSI/Vil Quality Cdteda, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Safety Information available from In= Plate Institute. 218 N. Lee Strool. SrJo 312. Alexancift VA 22314. o I russ ype ry T11286987 MOM A14 Hip Trues 1 1 Job Reference (optional) Buuden FirdSoura. rorrpo. rrom sly. 1-arise a4see ID:pv1GOtZRPskYMiUZTvPtijzmbHK-bSChzgXRIREjCOfbRSPlgcVkTdMrOT0HbwelPz91GV r1-0Q 4.6.2 7.0-0 12-0-e 17.11•e 23-0-0 25•S1d 30-0.0 31-0.0 100 4$2 2•S14 5.0.6 S11.1 5-0e 2•S14 46.2 Scale • 1:55.2 SKIS = Anne 3x6 = 3x6 = 5x6 = 3x12 MT20HS i 14 = . I 3x12 MT20HS 6x12 MT20HS 5xe = 5xe = 7x10 = 7 0-0 I S-" f 23-0-0 _ 30-0-0 ig fi41O 8-0.0 7-0-0 Plate Offsets (Y Y)-- 12.0.2-9 0-1-e1 l4.0-3-a 0-2-01 17.0.3-4 0-2-0) 19:0.2-s 0.1-e1 113:0.5.0 0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.27 13-14 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(rL) 0.64 13-14 558 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.68 Horz(rL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 169lb FT = 2045 LUMBER - TOP CHORD 20 SP No.2 'Except' 4-7: 2x4 SP No.t SOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=2065/0-4.0, 9=2508/0-4-0 Max Horz 2=66(LC 7) Max Uplifl2=-406(LC 5), 9=-466(LC 4) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9.2-11 oc bracing. WEBS 1 Row at midpt 5-14, 6.11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4081/847, 3-4=-3927/828, 4-5=-3427/745, 5-15=-6078/1214, 6-15=-6078/1214, 6.7=-4272/819, 7.8=-4873/908, 8-9=-5014/927 BOT CHORD 2-14=-751/3581, 14-16=-1087/5291, 13-16=-1087/5291, 13-17=-1138/5786, 12-17=-1138/5786,11-12- 1138/5786,9-11=-773/4410 WEBS 4-14=-268/1547, 5.14- 2299/550, 5.13=-141/1253, 6.13=-17/490, 6-11=-1878/558. 7-11- 256/1793 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenMse Indicated. 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2 and 466 lb uplift at joint 9. 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) 1020 lb down and 291 lb up at 14.4-12, and 513 lb down and 146 lb up at 23.0.0 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). 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on age 2 0 WARNING • Verily design pannaet4n and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M9.7473 rev. I"2W I6 BEFORE USE Design valkl for Use Only w11h MllelcD Connectors. this design It fxaod only upon lxaaneters shown. and is for an IrvJINduol building cornPonent. not a truss system. Before use, the Ixdldho designer must verity the c44xlea blity of design rxlnameters and properly Inco4wrdto the design into the overall Ixadlrlg design. Brocho Indicalod Is to lxevonl txickling or Individual truss wet) anal/or chard memlxns only. Addillonai lemrxxasry and permanent Ixacinlg WOW is always required for statAlly and to rxevent calla rm with possSxe personal inlay and lxoMrty damage. rot general gJdalco rogadng the fcdxlcation, slercige, delivery. otoclion cnd bracing of tnrsses axd truss systems sOeANSI/IPI I CuaON Cdfedo, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdlable from Iris Plate institute. 218 N. too Street. Su/lo 312. Aloxandiks. VA 22314. Torrps. FL 33610 Job rasa runs Type T11286987 MOM A14I Hip Truss t t Job Reference (optional) eundsreFnrnsource. rorrya, plant cny.rauaasiaoo ID:pvIGOtZRPskYMiUZTvP6izmbHK-bSChzgXRIRE1COfbRSPlgcVkTdMfOTUCHbw8iPz91GV LOAD CASE(S) Standard Uniforrn Loads (PII) Vert: 1.4— 54, 4-15=-54, 7-1 5=- 1 24(F=-70), 7-10=-54, 2-17=-20, 11-17= 43(F=-23), 9.11=-20 Concentrated Loads (Ib) Vert: 11=-513(F) 16=-1020(F) WARNING - Verily, dedgn Peremetars and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE NIF7472 rev. ISrt1MIS BEFORE USE. Design valid for use only wdm Mlfek® connectors. this design is tx wd only upon pmameters shown. and Is for an tKJMdlK1 building component. not a kdas system. Before use. the txMdl ng deslg et mull verify, the apdlcabllN of design paanoters and Ixopeny Incorpaoto this design into Ida overall Ix/ldhg design Brach0Indicated Is to lxovent Ixicklhg of Individual Inns web and/or chord memtxns only. Additional ternpoiay and permanent Ixacing MiTek' is always regJrod for skn7Ully and to Ixevent collalno with laaBlo personal inlay and rxopody damage. for gen efal Guidance regadlng tine latxlcation, storage. dodlvety. erection and bracing of trusses and 1niss systems, seoANSI/TPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avollat)le korn fmss Plato Institute. 218 N. Leo Street. Salto 312. Alexandria. VA 22314. Tempe, FL 33610 o rues 6fyPly ypeommon T11286988 T80150 R15 Crues Truss t t Job Reference (optional) tludders I-"stbource. t anpa. clam cey, htaffaa :7Jnad . •v-.v • ^V. —w ev ^• • •^ ..v....^•. •— •• ... " •"• • • "' • • • - ID: pv1GOtZRPskYMiUZTvPbjzmbHK-3Hm3BAY331MagAEn_ow_NplyY1gC730LVFgh' r;OIGU t- 0.0 7.2-0 14-4-0 1- 0-0 7.2-0 I 7.2.0 Scale . 1:26.4 4x6 = m o 3x6 = 20 II 3x6 = 72- 0 72-0 LOADING ( psQ SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ven(LL-) 0.09 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(rL) 0.19 4-5 874 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.13 Horz(TL) 0.02 4 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 4=519/Mechanical, 2=587/0.4-0 Max Horz 2=70(LC 16) Max Uplift4_ 115(LC 13), 2— 144(LC 12) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.6=-752/322, 6-7=-666/329, 3-7=-653/342, 3.8=-649/362, 8-9_ 664/347, 4-9=-749/346 BOT CHORD 2-5=-195/592, 4.5=-195/592 WEBS 3.5=0/335 Structural wood sheathing directly applied or 5-0-0 oc purllns. Rigid ceiling directly applied or 10.0.0 oc bracing NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=251t; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterfor(2) -1-0-0 to 2-0.0, Interfor(1) 2-0-0 to 7-2.0. Extedor(2) 7.2.0 to 10-2-0 zone; cantilever 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.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 4 and 144 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) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI t as referenced by the building code.' WARNING . Verity desrpn paramotore and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE N9.7479 rev. rrLOMIS BEFORE USE. Design valid lot use only with Mltek® connectors. this design Is laded only upon paanelers shown, and Is for an indMd it building component, not wt abudsyslem. Befoto use. the building c Wslgner trunt verily the applicability of design paanolors and IxoWtly Incogorale this design Into the overall building design. (Facing Indicated Is to lxovent btickitng of Individual tans web and/or chard members orgy. Additional temporary and pefmarent bracing WOW R always rocluitod lot statAlty and to prevent collapse with possible porsond kdraY and properly danage. For general guidance regacling line latAcotkm, slocacje, delivery, orocllon and Irctcklp of truces and inns systems. seeANSI/rPI I Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available Ifom [fuss Rate Institute. 218 N. lee Street. Sulto 312. Alexandria. VA 22314. Tamps. FL 33610 rush Truss Type Qty T11266989PallsoR16HipTrustr1 Job Reference(optional) ID:pv1GOtZRPskYMrUZTvPtrjzmbHK-3Hm3BAY331MagAEn Npt?11i173iCVFghFrz91GU 8.10-0 14.4-0 1 0 0 5.6-0 3.4-0 5.6-0 4x6 = 4x6 = Scale . 1:25 6 3x4 = 2x4 II 2x4 11 3x4 = LOADING(psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(rL) -0.19 5.6 >879 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.12 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 66lb FT = M. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1017/Mechanical, 2--697/0.4-0 Max Horz 2=59(LC 12) Max Upllit5=-245(LC 9). 2=-164(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/240, 3-4=-1008M39, 4-5=-1177/233 BOT CHORD 2.7=-164/993, 6-7=-163/1008, 6-8=-161/993, 5-8= 161/993 WEBS 3-7=-34/315, 4.6= 32/314 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCOL=4.2pst; BCDL=6.Opsh h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever 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 psf bottom chord live load nonooncurrent 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at Joint 5 and 164 lb uplift at joint 2. 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) 607 lb down and 173 lb up at 11-8-12 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 lace of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3.4=-54, 4-5=-54, 2.5=-20 Concentrated Loads (lb) Vert: 8=-607(F) Q WARNWO - Verily dad9r pwanwitem and READ NOTES ON THIS AND WCLUDED 6=K REFERANCE PAGE MIFl4" rov. 160312015 BEFORE USE Design vatkl for use only vAlh Mllek8 conriactors. IMs deslgi Is basod only uMi Ixramolers shown. and Is fa an Individual Wldhg component, nol a Inns system. Before use. the Ixllc9rlg deslarer must verity the c"AlcatAlty of design Ixrrtaeters anIr donody lncorporale this design Into the overall ding design. Bracing Indicated is to prevent bucaklg of Individual frets web and/or cho(d members only. Ac"lkxld temporary and permanent Ixacfng M iTek' Is arivays rsgrLod for slablxy and to txevotll colla ne vAlh possllo personal IM+v a W txol)erly danoge. For general grldalce regaaMg die fatlrkXnbix storage. dollveM erection and brcrckV of trusses and truss systems. seeANSI/IPI I Quality Cd1erW, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlatxo from truss Plato frlstllulo. 218 N. Law Street. State 312, Alexandria. VA 22314. Tarpa. FL 33610 o Truss Truss Type 71-1 T1128699O T80t50 Rt7 COMMON TRUSS t Job Reference (optional) tsudoets rlfalboutca. lartps. ram btry. rw,gw J0 Qq .^r. . .--.. --"--'-"------' A;A10:pv1GOt2RPskYMiUZTvPtijzmbHK-XUJROWYh (t3URRKpzYW RDvOaBCR3DsW3UkvPnHz9IGT 14-0 5-10-0 11-8-0 1-0-0 5.10-0 5.10-0 Scale - 1:22.2 4z6 = g 30 = - „ 3x4 = 5-10-0 5.10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.04 4.5 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) 0.09 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.10 HOrz(TL) 0.01 4 n/a rVa BCOL 10.0 Code FBC20141TPI2007 Matrix) Weight: 43lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (IWsize) 4=420/Mechanical, 2=489/0.4-0 Max Horz 2=60(LC 12) Max Uplift4_ 93(LC 13), 2=-123(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.6=-603/288, 6-7=-537/292, 3-7=-533/303, 3-8=-531/325, 4-8=-600/313 BOT CHORD 2-5=-178/473, 4.5=-178/473 WEBS 3-5--0/270 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10, Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. it: Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Inteffor(1) 2-0.0 to 5.10.0, Extedor(2) 5-10.0 to 8-10-0 zone; cantilever left and right exposed ;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 tit 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 93 lb uplift at joint 4 and 123 lb uplift at joint 2. 7) 'Semi-Ifgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Varf/y dedfin panmetont and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU67473 tov. 10AIMI6 BEFORE USE Design valid for use orgy vAlh Mliek® connectors. RYs design It based orgy upon paantolem stnown, and Is fa an lndMtltla txAdhg component. not a Intss syslern. Oeforo too, the building designer must verity the cgbrxlca b1Ity of design IXtranolers and Ixopody Incaporalo dnla design Into the overall txAdlrtg design. Bocing Indicated Is to fxovent budding of Individual truss web and/or chord members only Adatlilonal temporary and permanent bxacing Welk' Is always required for stability end to Ixevont collalno with possible personal IMay and propony clarnoge. Fa general guidance, regading the labraallom slaago. delivery. erection and bracing of Intsses and lrtsss systems. soaANSUTPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd Salary Information arvalaxe Zorn truss Hale Institute. 218 N. Lee Street. Sutta 312. AlezaricIft VA 22314. Tampa. FL 33610 russ ypead Ply T11286091 T80t50 R20 Hruss HipTruss t f Job Reference (optional) MGM$ asiboulaa. raapa, wank t.ny, rgnaa aa000 •.. 1. ••••••••••••- ••.. .....--..--.. _-._..-.-_-_.. . __ 10pv1GOIZRPskYMiUZTvPtijzmbHK-XUJROWYhg3URRKpzYWRUvOaFAR4WLI( 6kv FnHz91GT 2- 6-8 5.6 0 244 2-11-8 5x5 = 20 11 Scale . 1:11.4 4x6 = LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.14 BC 0.28 WB 0.22 Matrix) DEFL. in Ven( LL) -0.01 Ven( TL) -0.02 Horz( TL) 0.00 loc) Well Ud 4- 5 >999 240 4- 5 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6-0 oc puriins, 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) 1=661/0-4.0, 4=546/Mechanical Max Horz 1=51(LC 8) Max Upliftl=-174(LC 8), 4=-157(LC 5) Max Grav 1=684(LC 15), 4=546(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-927/216 BOT CHORD 1-5=-207/802, 5-6=-1957726, 4-6=-1957726 WEBS 2-5=-1111643, 2.4-7931212 NOTES- ( 12) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=6.Opsl; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint I and 157 lb uplift at joint 4. 7) Girder carries tie -In span(s): 11.8.0 from 0-0-0 to 4.7-0 8) Girder cables hip end with 0.0-0 right side setback, 2-6-8 left side setback, and 2-6-8 end setback. 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) 45 lb down and 14 lb up at 2.6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) * This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-2=-54, 2-3=-57(F=-3), 1.5=-197(F=-177). 5.6=-198(F=-178), 4-6=-21(F— 1) Concentrated Loads (Ib) Van: 5-33(F) 0 WARNINO - Verify dodgn panmetere and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE MD7473 rev. f W2,2015 BEFORE USE Design vakl la use only with M I0k9 corxhectas. Itds design Is besEed only upon paamolem shown, alcl h for al trxlMdual buldhng component. not a lurss system. Belote use. the txOdlng des!" must vadty the app8callllY or design paamoters and Ixorxlrly kncotporalo this doslgn kilo the overall txadng design. Rackng Wicated is to plovenl ixicMing of kxlNkkal miss web and/or chord memtwts only Adclilona temporary aw permanent txadng Welk' Is always rocµdied fa stability and to ptevonl collgxto Win losmllo personal k*sy and IxolxlrtY danage. rot genora gtddcince rogad ng the kYxlcatbn slorago. drxlvery. erection =J lacking of tastes and tars: systems. se(ANSi/1P1I Quatty Criteria. OS8.89 and BCSI Building Component 6904 Park* East Blvd. Safely Information ovdlable korn (russ Plato Inslltulo. 218 N. Leo Skeet. Sidle 312. Alexahcltcl. VA 22314. Tarrpa. FL 33610 Job rust rust ype tY ply T11266992 T80t50 R21 Hip Touts t t Job Reference (optional) Burldere FuslSoures, nonpa, roam cay, rtorrao ruoo ID:pv1GOtZRPskYMiUZTvPti)zmbHK-7gtpcs2JbMd3T0960ySSE7PM"P zOezY9oKkz61GS 1-0-0 400 7-a-0 11.8-0 l 00 400 3-a-0 4-0-0 5x6 = 5x6 = 30 Scale . 1:21.2 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' SCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frPI2007 CSI. TC 0.24 BC 0.34 W B 0.10 Matrix) DEFL In Ven(LL) -0.05 Vert(rL) -0.08 Horz(rL) 0.02 loc) Well Ud 5-6 >999 240 6 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 43lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6.4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 5=588MTdechanical, 2=660/0.4-0 Max Horz 2=46(LC 8) Max Upliit5_ 150(LC 9). 2=-181(Lc e) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/252, 3-4-865/240, 4-5=-1040/252 BOT CHORD 2-7= 203/881, 6.7— 204/865, 5.6-205/880 WEBS 3-7=-17/289, 4-6=-121278 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=6.0psI, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18. MW FRS (envelope); cantilever 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 20.0psf 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 5 and 181 lb uplift at joint 2. 8) Girder carries hip end with 4-" end setback. 9) 'Seml-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) 171 lb down and 52 lb up at 7-8.0, and 171 lb down and 52 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3.4=-72(F=-18), 4-5=-54, 2.7=-20, 6-7=-27(F=-7), 5-6=-20 Concentrated Loads (lb) Vert: 7-123(F) 6=-123(F) Q WARNING - VtrA/y dedgn peramarma and READ NOTES ON TMIS AND INCLUDED NflEK REFERANCE PAGE A41/14473 rev. IaOIQOIS BEFORE USE wtDesignvalidforuseonlyWithMllekOCorinoclots. this destgn is based oNy upon rxnametcrn Shown. and Is lot on IndMtkxl txAdng component. not a front sysfeon. Before trso. the IxAdlrtg designer most verity the ar4111caUlty of design rwrotnelers arxl propetly Incogxxale Boh design Into the overall IxAdtrlg design. Gratin trldkatod Is to pfovent bttcahg of kWNkkrat Ittrss web and/of chord members only Additional temporary and permanent boating M!Tek' Is always tecpJfed lot stability and to prevont Cdlapso wllh posslIAG personal "and popwily domago. For general g ldcMe rogafding the Ialxkalbrl $10100 . ckdfVery, eroCllon and txaClrng of fnoses and miss sysforns, seeANSIorri l I fivatlty Colleft. OSS-09 and SCSI &rShcng Comporanl 6904 Parks East Blvd. Safety INormadan available Itorn truss Plato Inslltulo. 218 N. Lee Street. Sulle 312. Alexandrla. VA 22314. Tanpa. FL 33610 Job I ruse Truss Type oty ply T11286993 TBOM R22 Hp Truss 1 1 Job Reference (optional) W... I..w AC •G .C•M M1] P. 1 aumerahlratboutce. ranpa. r•ranil. y,..-_--ijzmb ._.___...__..._. ._._.__ _ I D:pv 1 GOtZRPskYMIU2TvPtilzmbHK•TsRCpBaxMgk9ttdzMgxTh_R1SCFdEKO lnCCuLSAZ9IGR 1-0-0 6-9.13 9-0.0 10-e-0 t2d-0 14.6-0 21-4-0 22-4-0 1.0 0 6-9.13 2.2.3 l 8-0 t$-0 2.2.3 6.8.13 Scale . 1:39.0 3xB 1'o 2x4 11 3zB sx+ i sxB LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell tJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) -0.21 2.10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(TL) -0.57 2-10 >436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 8 n/a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4.3 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9.5.5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=837/0.8-0, 8=837/0.8-0 Max Horz 2-83(LC 10) Max Upl1112=-191(LC 12), 8-191(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.11-1179/578, 11-12=-1121/589, 3.12=-1083/601, 3-4-955/504, 4-5=-829/469, 5-6=-829/469, 6-7-955/504, 7.13=-1083/601, 13-14-1121/589, 8-14=-1179/578 BOT CHORD 2-10=-411/989, 8-10-417/989 WEBS 7.10-232/290, 3-10=-232/290, 5-10=-199/527 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsf; h=25I1; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterfor(2) -1.0-0 to 2.0.0, Interior(1) 2-0-0 to 9-0-0, Exlerlor(2) 9-0.0 to 12-4-0, Interior(1) 16-6-15 to 22.4.0 zone; cantilever left and right exposed ;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 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 20.0psl 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 191 lb uplift at joint 2 arid 191 lb uplift at joint 8. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO. Vedry dedyn parer wtws and READ NOTES ON THIS AND WCLUDED MlrEK REFERANCE PAGE M9.7472 rev. 14ft10IS BEFORE USE Design vdkl for use only with Mllok® connectors. Ihls design It based only upon pwamolers shovel, and Is lot an kWlvldual building component. not a Was syslorn. Boloro uso. the buildho designer must verity the ap A1cCAAltV of cosign paromotors a1d plopelly lncorlwtato this design into the overall txBdng design, tracklg Indicated Is to lxovent buckling of IrdNkkal Ism web and/of ctxxd members orgy. Addlbnal lernporary, and permanent Ixocmg MiTek• Is always tcrqu/rod to stability and to rxevent collapso with possible personal k"y and property ciamago. For general gu idanco regarding 010 kttxkxltkbn. storage, delivery. otocllon cnd twocng of tntsses dried trim systems. swANSI/rP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informakon avWatblo train trim Rule Institute. 218 N. Leo Street. Stile 312. Alexandria. VA 22314. Taupe, FL 33610 Job Truss Truss Type , H ply T112869Y4 TB0150 R23 Hip Truss 1 Job Reference (optional) Builders Fusibource, Iatapa, plant Gay, Flonan;j;z0a ,.v.v. F. ,. cv,v .....,. ,,...,..,.,... .... ...,... ..... .... ... ... ..___ 10:pvlG01ZRPskYMiUZTvPOIzmbHK-TsRCpSaxMgk9hdzMgxTh_RtP1FavKNaiZ6uA Az91GR 1 qq 7.0.0 t 4.4-0 21.4-0 22.4-0. 1 0-0 7.0-0 7.4-0 7-0-0 1-0.0 Scale . 1:39.0 Sx6 = 6xa = 3x6 = 64 = 06 = 3x6 II 3x6 LOADING (psf) TCLL 20.0 TCDL 7.0 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/TP12007 CSI. TC 0.95 BC 0.99 WB 0.29 Matrix) DEFL. in Vert(LL) 0.11 Ven(TL) -0.44 Horz(rL) 0.11 loc) Well Ud 7.9 >999 240 7-9 >561 180 5 n/a We PLATES GRIP MT20 244/190 Weight: 97lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No. t 'Except' TOP CHORD Structural wood sheathing directly applied or 2.6.3 oc puffins. 3.4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.6-12 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpi 4-9 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1609/0.8.0, 5=1609/0-8-0 Max Horz2=-66(LC 6) Max Uplitt2=-499(LC 8), 5=-499(LC 9) Max Grav 2= 1 659(LC 15). 5=1659(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3149/893, 3-4=-2683/833; 4-5=-3146/893 BOT CHORD 2.9- 773/2796, 8-9=-717/2713, 7-8=-717/2713, 5-7=-719/2750 WEBS 3-9=-85/933, 4-7-69/919 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25I1; Cat. II; Exp C. Encl., GCpl=0.18; MW FRS (envelope): cantilever 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst 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 499 lb uplift at joint 2 and 499 lb uplift at joint 5. 7) Girder carries hip end with 7-0.0 end setback. 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) 660 lb down and 202 lb up at 14.4.0, and 660 lb down and 202 lb up at 7.0.0 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). 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standald 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3-4= 112(F- 58), 4.6= 54, 2-9=-20, 7.9=-42(F=-22), 5.7=-20 Continued on oaae 2 Q WARNWO - Vordy dedlin paramofert and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE A07473 rev. faa0/10f6 BEFORE USE. Design valkl for use only wllh lvBlekS conrMlors. Oda design Is bQs;W only upon rxaamoters shown. and isfor an Irndholdtxd txdklkV component. not bahuessystem. Solace, use. the ulldbag doslgner intrsl vodfy the aplxmlxx lcalAity ofdesignlxxaolarsandtxoporlyIncorotothisdesign halo the ovetoll building design. Bracing Inclicaled is to fxevent bucahng of Indlvkitat truss web aril/ot chord members only. AdcNIW d lomlxxaty and permanent txocing MiTek' is always rotatlrod lot stability and to ptovent collapso wllh poss6xe porsorxA haply and Ixoparty damage. For general guklance regadhag the htbrlcallotX storage, dellvery. erection cnd Ixachng of Inmos aril tnrss Systems. seeMSI/IPI I Quality Cdterb, OSS-69 and SCSI Building Component 6904 Parka East Blvd. safety Information avdkltslo horn truss Rate hnstllute, 218 N Lee Street. Sate 312. Alexandrlu. VA 22314. Tampa. FL 33610 ruse ruse ype b T11286904 TB0160 R23 Hip Truss 1 1i Job Reference (optional) aL •G•L•'1a 7a1] Onn 7 tlUOM($ h lrSi4ource. 1arr4a. r-wm—Y. rwrwa o,t.]oo . _.__..r..___._...._-. _ - IO:pv1GgIZRPskYM1U2TvPtgzmbHK•TsRCpBaxMgkghdz(vlgxTh RiP1FevKNartCCuLsAz91GR LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=-475(F) 7— 475(F) 0 WARNING - WAIy design pammefors and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO-7473 rov. 169MIS BEFORE USE elots shown. OW Is for an Mlvfal txddklg component• riotOt1vdbforuseonlywllhMIlek®connoctors. RYs design IS IXWd ONY ulxxl puankk a tnass system. Before use. the b ukbv desionot mtrst vedry, the af)pjIC fAjry of cfeSlgrt pxbanoters and Ixopxxly InCofpotalo tM doslgn Into the ovefall txddng design. Bracing Indicated IS to pxovenl buckling of lncIK4 lttal infss wet) and/or chord members orgy. Acfdtkxtal temporary and permanent IxoCkV M iTek' Isalways teed for statAlly and to Ixevont calla no wllh possble personal tryrOy and property damage. For general gfddatce fegadrlg the Icthficalkm, storago. dafWry. erection arKI bracing of IRmes and fnm systems, seeANSIfIPI I Quality Criteria. OSS-89 and SCSI Rullding Component 6fiO4 Parks East Blvd. Tampa, FL 33610 Safety INormatlon avdk"o Oorn truss Plato InstlMo. 218 N. too Street. Sidle 312, Alexanctdo. VA 22314. ruse rus5 ype t 7 y T11286995 TBOI50 RF03 FLOOR 2 Jab Reference (optional) Buddets FustSoutce, Tampa. Plant City, Florida 33566 r 640 s Apr pro 2016 Mires ,uuus„ ts. 1 Ac. Wrl JU, U I o.,,,.J, yo . I D:pv 1 GOtZRPskYMtUZ rvPdjzmbHK-x3?a 1Xb26_sOJnXYDe?wXICfHe_U3iRxOsevOcz91GO 3- 59 6.9.6 10.1.3 13.6.12 3- 59 3.3-13 3.3.13 3-S-9 I SxS = 2 3x8 = 2x4 II 3x8 = 3 11 12 4 Scale . 1:23.4 Sx8 = 171 I nl I n c s e C 9 8 7 5i8 — e 4 fie 20 11 Sx8 = 4x12 = 2x4 11 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Ven(LL) -0.12 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.71 Ven(rL) -0.22 7.8 >714 240 BCLL 0.0 Rep Stress Incr NO W B 0.83 Horz(rL) 0.03 6 n/a We BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc punins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 -Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 1. 9,2.8,4-8,5-7: 2x4 SP No.2 REACTIONS. ( lb/slze) 10=1860/0-9-12, 6=2859/0.8-5 FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-1812/0, 1-2=-4190/0, 2.3=-7579/0, 3-11=-7579/0, 11-12=-7579/0, 4-12=-7579/0, 4- 5=-5719ro, 5.6=-2781/0 BOT CHORD 8-9=0/4190, 7-8=0/5719 WEBS 1-9=0/4340, 2.9=-1554/0, 2.8=0/3637, 3-8— 2029/0, 4.7=.2164/0, 4-8=0/1996, 5- 7=0/5883 NOTES- ( 5) 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: 20 - 1 row 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)' 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 X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1.3_ 100, 3-12=-208, 5.12=-382, 6-10_ 10 Concentrated Loads (Ib) Ven: 11=-1601 WARNING. Vadfy doddgn pen maten and REAO NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE MO.7472 rev. rdel*015 BEFORE USE. Design v lld for use orgy YAM Milek®conneclots. Iris deslgnl is txaed orgy uPOn IxIcunetem Yawn. anti IS la do indMUKd tXddtrlg component. nOI a 0ttss systonn. Bolow uso, the txllding designer rnusl vodty, the al%ilecfAlly of doslon 1xitcenerots arld Ixoporly Incotlxxcito this design Into the ovoicll btBtlsng design. Bractlg Indicated Is to Ixovent budding of IndNkkxi truss web and/oc chord merntx-m only. Addillond temporary cnd 1xKrnment txdlctnlg M iTek' is always tect lied lot slatllllly, and to Ixovent collor a with possblle poisoral tytay and Ixolorly damago. For gonoral guld ance togaUng It10 storage. delivery, erocllon (moll txachlg of Misses tend tnnt systems. socANSIOPI I Quash Criteria, OSS-89 and SCSI SuBding Component 6904 Perks East Blvdkixkxtibn Safety IMonmaOan avUpaMo Dorn truss Rate InslpMo. 218 N. lee Srroet. Stdto 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ry T11286996 MOM I Vol Volley Truss t 1 Job Reference (optional) Guiders ra6150YICa. I anpa. rtam cry, rrouao J,ra0e •, ,•--•^•••^••.--•••. -.. --••--•-•-•-•--.. ._,_. 1 O:pv 1 GOIZRPskYMIUZTvPtijzmbHK-x39a 1 Xb26_sOJOJnXYDe9wXICnPe8Z3uPxOsevOcz81G0 2-0-0 u 2-" scale . 1:7.9 2x4 '::- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 3 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 80 0.13 Ven(TL) 0.01 3 999 180 8CLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 2 rVe n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5lb FT = 209b LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.3 REACTIONS. (lb/slze) 1=50/1.10.8, 2=50/Mechanieal Max Horz 1=28(LC 12) Max Upliftl=-7(LC 12), 2= 21(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-" oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft: Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed: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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 21 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. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code.' Q WARNING - Verily dedgn parametars and READ NOTES ON r1mS AND INCLUDED AUTEK REFERANCE PAGE A07472 rev. IMMIS BEFORE USE Design valid lot u so only vAth Mliek® cone oclas. Bps deskpn Is based only upon loianaters sfwwn. and Is lot an Individual building Coinponent. not a Inns systern. Bolore use, Iho building deslpnen must vedN the applicability of design paranoters and Ixoperly Incotponoto T& doslgn into Iho overall txBding design. Btaci ng Indicated Is to rxevenl buckling of Individual truss web and/or Chord members only. Additional temporary and permanent btactng M!Tek' Is always tec><med lot stability and to prevent colia;m vAlh possible pefsorda k*jry and pxoperly damago. For general guidance negading the fMxlcalkxt storcigo, doilvery. erection (Intl txoeing of cusses and Inns sysloms, seeANSI/IPI I Cua01y Cdtada, OS6-69 and SCS16ulfftq Component 6904 Parka East Blvd. Salary Information available from Inns Plate Inslllute. M N. lee Streol. Suite 312. Aloxandilo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ly ' ply T11296997 T80150 V02 Volley Truss 1 1I Job Reference Clonal cn, on• o...... tlrleaers ru6150119ce. I anipa. marl tsy, rranaa a.aaoo..-"IT..-__._-----_--------__ ---- - I D:pv 1 GOt2RPskYM1UZTvTvPtijzmbHK•x3?a t Xb26_s0.1nXYDe?wXICnOeBW 3tlzOsevOez9iG0 2.11-1 _ 4.0.0 1 2.11.1 1.0.15 Scale - 1:0 0 2x4 , 2x4 II LOADING (pSQ SPACING 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL t.25 TC 0.08 Ven(LL) We IVA 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(TL) 0.00 3 n/a rJa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 13 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. All bearings 4-0-0. lb) - Max Holz 1=70(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 3, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4, 5 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudIns. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf: h=2511: Cat. If: Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Intedor(1) 3.7.9 to 4-0.0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS 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) Bearing at joint(s) 3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, S. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Vedry dodyn parameter and READ NOTES ON MW AND INCLUDED Mn'EK REFERANCE PACE M9.7473 rov. 1442/2016 BEFORE USE Design Valid for use only Win, W Iek® connectots. 0* design 5 based only upon paarnelers shown. and Is lee an indlvlduca brRdtrng component. not a trtas systan. Before trso, the building deslgnor mtsl verily tie OIXAICclbWy of design pxaaneters and propoily t ncotpolalo this design Into the ovetal Additional tempotary ci nd permanent biactng WOWbuildingdesign. Bracing Indicated Is to rxevent bticliling of I ndNkkKi lam web aril/or chord mernbers only. Is always readied for stability and to govent collapse with possible personal i nMy and property dalnago. For general guldanco togading the tcdricallon. storage. delivery• etectlon cirri rxcrekng of tames dint Irtm system; seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Inlotmatlon owilla to from truss plate Institute. 218 N. too Street. Sullo 312, Alexandria. VA 22314. 6904 Parke East Blvd Tampa. FL 33610 mp D5 10 r (A z4 m p t ~ m p I I ci G1aop-0 >o m Q A w 0 v 0 °S.moga D 0 Q Qoawm0 f) v O m'a(Q(-)oH 2 m ) Z H N- O 0 9 j v.. --C m C a j c 6p Ali ?p i? m G (D aD p I o_ 0> DO 0 D Q W 0 7 Q. m N N (' A Q X 0 O? C N Q ti (Q Q Qa Q QOu0!afl 0p D000 0 n jti, N N 9 C NincDN O 0O Oa(D:) OL CA £,,,,fn (DC Q D f0N3 G nQ6 QN <OO 0 a(QF)(D 0:n00 a0m6 0 vo 3 Q UM5- H o m' Cr (D m HO-«Na°Oa0 Q. O0000 oV42 2 QO0H, 0aQ NO (DpNQ0 2 2000A HQOC 0 -03 OQQ- 7 0O0 3 a Q670:• > D (o g o05 ° 6.v m4a° 3 Oo p0 60 -o. ooZ(0 0 0 Q:o£ 0 0 3(D; om - 0_'Q3 O 0=O ' C(0 O H! 'w O O (D ' 0jr Q A ?a . j 2 6705, 0 0 3 0 6< O (0 A£ O O G H O (D 0 N x NO 7 O m (0AO,N j 0 NN.aa_ o O m 0(D ? O 0 0 C 6 Q O Q D O C 0 0 N 0 W r ~ -1 m m z 0 32D TOP CHORD D m 0 C C- ;a CA 0 C= mAO m =. 3 y (coC.QppJ? n ap ruz C1.8 m WOO j y OCJ n NH BCD 5 ?rna m 0 icD A 0 nwm y (D tnm v 0 r.z mT CA o n 113-? °_ O £ Z a 0 coo a ( D < 0 y' of Cn H m Mo y H% O 0 D 0 N 3 N D (A F v = N DC (D N m m D-< O 1AR7 O m 7 Z a Q • O m ? O v 2 CK v 3 N NO (D 0 O 10 hD D z % = N CAv H Q N m 0 ` o OL m n z °(A N Na N! 14 ® D j n 7 - „ Q O \ V wa C O O ;a,_d 3 3 (D z 3 v v N c7 m D O H v m a < D 0 OH Zm c Cn Cab H N m TOP CHORD N Q - DD v P Cn a W N p O W v P N a Gt N Q Q D Z OC° a vmc g o0 C) Qpo •NO NSC ,v 0ia0 cc Sc 3p sQ3 A o _v 4z a3, nD fl yN ,,< a<36 N v O OU No as °NO m _n m(N6 iS,S c tb° °m °Q2 3 oaS mQ,o g v S °o _ 3 0(( 3•g3 (B S tg maS -.° o S.< O`m 8<mt2 - Con* = Jm o g- n - _ ? (Dag g 8o ' v m (Dmm 3N mg- R?° mmm a ° b amp a UM co3 0 o 3 SN0 m `N o- O 0 QUmm>> o a °R ° °F zo m m 3m m (i7,$ 3(uDm N AAl OR Q m°o a o° m._ op mm cgo° a mA m3 ao N m 0a aa83 v°a_ 0 O_ `V m - o SiN m 3• o 8 o am ;m tea° o 0 3 a° c 3 oa amm m ° N as c 2Q 9 o 8 S2 `2 g a _ 5' (D0 Qomoo uo 0, v,c m g 3m > -' S_Q S ° a a mc c o3m g ` g(D g o'0 30' °a2 '. 0a °m mz $" o NQza N a a cQa ¢ ,3 o oS go Q v8 goo vA 3 Q1 u8n m R2 g`, So SR. o m < R m a 3 3 `ao °aQ 9H S° ( mioo 2 o £(Nu go° o $ $ M° oo Q g mm 9 m ca Q a. a om 3c Y1 2 (° vn5 z3 ooa Q o0 5 o m no - g 2 ?mq g' as zQ SL, 5. Ro am Z(oa DN y m a ffg 3 ° ° 7M v °° (° 0m a -gym . c t3 S r o g o o - g oo ($'v°o ?o O ? o m =o ° <D m N n° g Z < m 3 °a 5. 4 a 5m (' 0 m g Q S o m i Q 3 m o ° m - 5 mn am v 0 o a 9 `° jag m a < 3T 0 O m CL 3m Q 3 $ ((DD Z r " lYN a O amp 2" V C% 0 %A L m N W W W W W W N m .O .O u i 11 11 It 11 11 if It It it u 11 u 11 it Tr—i 1 i Pilo Joe Jog iie ilo ilo r i ile i!Jio d i! i iJoe X 2 GD6vN co O r Q v 0 b Jn d A L Z E ' tr O = QQ •• 1 f.1< OO° Q i x A y rn IT a3PA 2 0 1 ae 37 O •70 Ri O N > C rOxc4xOADm .r m A § N .N-. fU O 55 P N N F •>t C Z n K L G Z u - CA > rn REW u) COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 2 2 8 0 g aNc Project Location Address 452 Red Rose Lane , /-6-r (5y'D SANFORD 0 As required by Florida Statute 553.842 and Florida Administrative Code 9 a provide the information and product approval number(s) on the building components listed elow 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 Product Description Florida Approval # include decimal 1. Exterior Doors Swinging herma Tru winging Ext. Door (front door) FL15225-113 Sliding MI Windows liding Ext. Door (Standard SGD) FL15332.9 12.E Sectional Amarr Garage Doors ectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows 3540 ser. Frame Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — vertical FL18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3.Panel Walls Sidin Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales 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 Weather Vent Roof Vent Miami Dade Approved Other June 2014 44= 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 MiTek Industries Truss Plates FL2197-RS Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online 90N-T "'..O1' Page 1 of 3 Business & Professional Regulation Iral Qi. fkredit Oeplrmtent; eas Nome I' too to I usa "gWMttan : not Toga I suant surchuya i saes a rags I vuesorr«n I raC sof I eas sae Mav I ueas I Sato I Bus nes product ApprovalNoessi l: u5[R. Luc UW Regulation gV&a or pAgnafte SmrM * &IMM&M 3, AQp kWai oowr FL # f1.15225-113 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/Emall 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 riCkwO rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone./Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan 3. King, P.E. Y, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) SUwAad Year 101/I.S.2 1997 ASTM E1886 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 HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure: N/A Other: See INST 15225.S-68 (6'8 Door Products), INST 1522S.5-80 (8'0 Door Products) and INST IS225-68M (6'8 Door Products Direct to Masonry) for Installation Instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of'1' part number doors and sidelites, which have been stained or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Fr IS225.0 .tt INST 1S22S.5.6B.6df F1IS21S R311 INST 1S225.S40.ndf Ft IS225 R3 11 INS? 1S22S=WM,6df Verlfled'Sy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Independent Third 15225.6 i r. --Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. ISeries" and 'Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistants No Design Pressure: N/A other: See INST 1522S.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation Instructions. Note - Glazing Shall comply with ASTM E1300-04) go. Certification Agency Certificate Ft IS225 1111•c 09tS225.6 NAMI itirts:odf Quality Assurance Contract Expiration Date 12/ 31/2021 Installation Instructtons FI IS225 IL3t INtt 15Z5.6.68.odf Ft IS225 R3 ri 1NST IS22S.6.80.odf Verlfl By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes fetb atarlh Monroe Streat, Tatuha$ae FL 32M PhoM_•SSQ411I -ItH The State of Florida is an AA/EEO employer. N.en.rnM Mal. nt cut• at Flaridai :: Privaev StAtgntent :: A stbjlitv Sly :: Refund Statement under Florida taw, emell addresses are Public remrdS. if you do not want your e-mail address released in response bo a puldfrrecords request, do not send decumlk null to thla entity. Instead, amaQ the Only try Wane or by bradttloNl mab., it you have and questions, please amad a50.497. U95. 'Pursuant to Seaton 455.275(l), Florida Satutes, effective OcOber 1. 2012. licensees licensed under Chapter 455. F.S. must provide the Deparlmem with an email aodrefs It they have bne. The !mats provided may be used for official communlation with the Manses. However a mall addressd are publicocco Jfyoud0notwistto supply a personal sodress, please provide the Deparbtum wiN an emall address which an be mado available Oft public. To determine Q you area licensee under Chapter 455, FS., please dkk bUL• Product Approval Amepts: CrediiSf.AFE https://www. floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-I14 108 Mutxfeld Road Certification Date: 10/15R003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benebmark 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 NAM] 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 withins... _ , —:ALL_ ..:a_.. _. tl•__J_-A- a.-•i•..•- L NCf% NAMI's Certified Product Lifting at t " v.Namf rtifi Ho NAMrs C;ernncanon r ram is•atxreaIwo D I ne American national abouurus Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact outswing O a ue Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 67' 67/-67 No ETC-01-741-10703.0/L-2097R TF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097MF-254F Single XX I/S Opaque 6'0" x 6'8" 40/ 40 No ETC-01-741-10703.0/L-2097nTF-253F Double Standard Aluminum Astra al XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/ITF-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 618" 47/47 No ETC-01-741-10703.0/L-2097MF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 618" 47/-47 No ETC-01-741-10703.0/L-2097MF-254F Double Coastal Aluminum Astragal OXO/OX/XO 1/S Opaque Door V4" x 61" 40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/7TF-254F Single w/Sidelites " Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/fTF-253F Double w/Sidelites_ Glazed Sidelites Standard. Aluminum Astragal OXXO O/S Opaque Door 894" x 6'8" 40/40 No ETC-0I-741-10593.0M2097I1"IF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal _ OXXO I/S Opaque Door 8'4" x 6'8" 47/-47 No ETC-01-741-10593.OM2097/TTF-253F Double w/Sidelites_ Glazed Sidelites Coastal. Aluminum Astragal OXXO O/S Opaque Door 804" x 6'8" +47/47 No ETC-01-741-10593.0/L-2097=F-254F Double w/Sidelites I Glazed Sidelites I I I Coastal Aluminum Astragal National Accreditation Management Institute, IncJ4794 George Washington MemorfayljIgoigay/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfeld 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 Tberma-Tru Series Opaque Fiberglass Door Inswing/Ontswing 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 withinWAIMS. rn.tr aN.u. a.n,o,-QM it o.veodited by rie•Ameriean National Standards Institute (ANSI). NAmrs Cernned Product Configuration dn rt inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Nez Missile Impact Rated Test Report Number Comments X I/S Opaque 1 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096nTF252F Single X O/S Opaque 3'0"x 61" 67/-67 No ETC-01-741-10702.0/L-2096nTF25IF Single XX US Opaque 6'0" x 6'8" 40/-40 No ETC-0I-741-10702.0M2096/I'I'F252F Double Standard Aluminum Astragal _ XX O/S Opaque 6'0"x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096n7F251F Double Standard Aluminum As al XX US Opaque 6'0"x 6'8" 55/-55 No ETC-01-741-11008.0M2151MrF252F Double Coastal Aluminum Asga al XX O/S Opaque 610" x 6'8" 551--55 No ETC-01-741-11008.0/L-215IMrF251 F Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 594" x 61" 40/40 No ETC-01-741-11008.0/L-215IMF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/ 40 No ETC-01-741-11008.0/L-2151/ITF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/ITF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 814"x 6'8" 40/40 No ETC-01-741-11008.0/L-215VITF251F 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-215InTF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum As al OXXO O/S Opaque Door 804"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF251F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astrapal VA 92A99 National Accreditation & Management tnsuture, sncj4774# vcurge nunn-51LO.. mils tV... • - T!K-.V-9 ^ Tel: (804) 684- 5124/Fax: (904) 684-5122 NAMI AUTHORIZED SIGNATURE: 47 MULLION 11\-MULUON 4tp1 MASONRY TYP. HEAD MASONRYMASON OPENING TYP. SHOWN FOR REFERENCE MASONRY. OPENING TYP. SHOWN FOR II REFERENCE OPENING JAMBS HEAD HEAD" JAMBS JAMBS 2X SUCK-1 2X SUCK t j 2X BUCK MULLION SHOWN FOR I I 6 REFERENCE k SINGLE w/SiDELIIES At a RUCK ANCHORING BUCK ANCHORING 4. 4" 4- 4-• 17 4-. 4- 11 8* A 441 NMASONRY11. III DMULLION MULLION11SHOWNFOR FORSHOWN OPENING TYP. H JAM85 D ASTRAGAL TYP. REFERENCE HEAD REFERENCE IISHOWNFORJAMBS 1. lwckn*L$.G.ZQSS 2X BUCK-/-1 REFERENCE 2X A O AWHOWMWI BUCK 1. cortmip —,do mg cmw ffM be acQvited to mahkin the ff&L ASTRAGAL ASTRAGAL 2. =&WAW":=J*= ed - *MAX OM CeMr -PAled to SHOWN FOR II 1 I ci c; rrminfah the nft edge-diolm-0 ton-WInfloik-odglicIndcame VWM ffay a& mq~ to awo m UAX 00 C64W dbwollian gig no ag"dad catawealdwe tON& AN6140111 - AMC*M MR& AW& q"p T6m=-wqq; MN& CLE"ANCE 1040mcm TypE so fAA6ElfM6VF AW-Wk low 1pr I-1/c rTAtCONe II/e 11-1/c 1. utm CON noust-F DOOR NUIRL17 W/sIprLITEs RUCK ANCHORING MASONRY OPENING RUCK ANCHORING Z120 11101111111 A t4icc 2/21/12' N.T.S. JK Lrs no 00i 15225.5-68 gamIQ C" wEw c'-'c• IN PAIRS of A' J' TYP. _ d 3 'f SEE NOTE .30 W 2x BUCK I - - _ I 1 _ i;'•%..*..•• ``````. His r A / SEE TAIL " fittll t .. SHEET 3 I SEE DETAIL "3' INSTALLATION I v BUCK A w/ 1 X BUCK 3 _ _ _ J' MSTALtATtON 'y * a INSTALLATION W 4'- - 2 YM//1 X BUCK y O laic J INSTALLATION (' ASTRAt,AIJ , MULLION TYP. MEAD ,r In = ASIRACAI' , N dt JAMBS N SHOWN• FOR • IIYP. H - O C of aSHOWNFORISHOWNFOR _ _ REFERENCE .I REFERENCE = R EONLYL I fn ONLY SEE _ i — SEEDETAIL •4' pp o 16 0 16 16 c c o r l t I 18 DETAIL C.,a C4 0 O} I n . I s• t2 r,r MI; ri 117- n` 5 _ L A' VIEW i'-'EDOUBLE DDOR VIEW A'_ A, Door e/ onrwa aomrAw nammu n[rr 130 Mr. ai Down 10 am Ake COWAM300) W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK' INSTALLATION t2 I C W/ 2X BUCK Item DESCRIPTION Material A 10 x -1 PFH WOOD SCREW STEEL. B. PFH WOOV STEEL 10 X 1 PFH WOOD SCREW STEEL t 10 x 4 Hine toFrom*) STEEL 10 x '2 LG. PFH WOOD SCREW - J 4 IS x -T 2 --PFH WOOD bL;Ktw 1/ 4- x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW STEEL STEEL 1 1 4 x 1-3/4-1TW PFH ON SCREW TEE! g 1 4_ x 3-3 4 ITW PFH NCRE7E SCREW STEEL 11 3 16 x 3-1 4 IT1V PFH CONCRETE SCREW S t T 4 x 3-1 4 LTW PFH CONCRETE SCREW E 13 30 OR HOLLOW BLOCK TN. CONFORMINEGTO NASTM C90 COFORMINGTO ACT CONCRETE 16 1 4 X 2-1 4 PFH ITW CONCRETE -SCREW HEADER UGAR PINE SG >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED STDEL)TE PAD 30 1 2 X t X 25 CA. CORRUGATED FASTENER INSTALLATION 3 t• W/ 1X BUCK It - DETAIL. ' t' INSTALLATION 0 DETA_ IL 3_ B A SATRIK PLASTLAATELLT FFRiTHROW IEOlTAS SHOWN. 1 C t DETAIL * 4' n JK 0 en LFS * j w o 5225. 5- 66 c 0 or C N l v77777. 4 ma ON b I oon Tan INTERIOR Ao f/ d • •••. gx 5 INTERIOR EXTERIOR fill ZAEXTERIOR INTERIOR n 20 13 21 12 13 4ZYEOC l C SS BECKON FN VEJMCAL CROSS SECTION , Ctlf10 DII c• U EXTERIOR. EXTERIOR n INTERIOR d • EWCAL CROSS SECRON O gaol A 0 7 N j7 C N.T.S. ; w A M LFS 3 a 41W 0 15225.5-68 c a C 4 MASONRY OPENING ' TYp HEAD JAMBS 2X BUCK H Li C BUCK SINGLE DOOR ANCHORING 4' Y III II `MULLION MASONRY I) •SHOWN FOR OPENING I1P. I ( REFERENCE I AO1I ec JAMBS. 11 11 C II 11 2X BUCK I I 11 I I AL MASONRY OPENING 2X BUCK 1. 2tbuck mh S.G. t QSi CONOIEM ANCHOR NOTES 1. Cenaete oneAortoeauam of Me comers may be O*gW to mint atrl Me inh edge dttwwm to mortototnla 2 Comoro anchorloeoBoro noted of 'MAX. ON CI3/ W ffAW be OCW&d to mdMaln Me mh e$te calanee to mor+o/oere. oddluond concrete ond— mw be requied to erwe"WM. ON cMW dmenoon me rot areaoeod. 3. Conic anchor toots: ANdlGR• ANCifOR MXXLFARAfKX: IOAIi$IY MIX IbA6JACIT R IYIE s fA19fAAAtEN1 tbGb ' ANI:KOR flw TA CONe r uuRACONON 4. fir II• II s ,'' OPENING 1 I I.I 4iONRY1,,rrO..*...• '```,`` ' 4 0 4l11 TI iJ JAMBS I i 9 e n 2X BUCK II lII ' v $ EW o C I\ -MULLION I) Tu SHOWN FOR REFERENCE II II I I I 1 moo' SINGLE W/SIDELITES ~G o BUCK ANCHORING al 1 4 • --I f— 4' 4 e' • . 1 b 1 e 4 e' TYP. HEAD do JAMBS 1 ASTRAGAL 1 SHOWN FOR e REFERENCE 1 1 1• 1 1 1 r e 1. 1 1 I' `MULLION p I) SHOWN FOR a MULLION 1 TYP11 REFERENCE ; SHOWN FOR- HEADIIREFERENCE II do JAMBS 1 II AST tl• 1 !1= 2X• ' 1AD -SHOWN FOR 11. BUCK I a REFERENCE it II, 1 II II 1 II C2p II 1 II DOUBLE ULM MASONRY_j OOU816 W/SIOELITES BUCK ANCHORING OPENING BUCK ANCHORING 21 12 _ N.T.S. K JK a oil LFS ; ro 40, R 15225.5-80 0 n a O C. 43_ J• I 3 r3' 1 SEE DETAIL '3' 111 A Iu SEE NOTE J •; JII SHEET J J1 9 MULUON 1 SHOWN FOR - REFERENCE ASTRAGAL. I' SHOWN FOR _ 1REFERENCE ONLY I 1 1• 3 T t8 18 .; T8 18 12 s s U t2 U c III. 1, Q. C' T VIEW C'-•C" O Bt1010" W/StDEtQ£5 W/2'A BUCN WSTALLAID W/tx BUCK INSTAW1TI01 TYP. HEAD Q JAMBS SEE DETAIL 4 • AVfh W N J• ym it 3fA 1 W/2x BIlLK A SEE SEE DETAIL , 1 tN rAwnoH . DETAILixem 1'WSTALIAW n u IN 1 IYP. HEAD & + p ASTRAGAL JAweS — " F SHOWN FOR _ REFERENCE _ ONLY 1 3 Y I A. lr E._.E. QOU9LE DOOR VIEW A' -'A• Item DESCRIPTION Moteriol A 10 x -1 2 -PFH WOOD SCREW TEEL B SEEL C 1 X 1 PFH DSCREW L 1 10 x 4 L SCREWHIn a t0 rome STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW 5 1 4 x 1-3/4 ITW PFH CONCRETE SCREW STEEL 1 4 x 3-J 4 ITW PFH CONCRETE SCREW STEEL 6 SCREW.EL 11 3 16 x J-t 4 ITW PFH CONCRETE SCREW STEEL 1 1 4 x 3-1 4 TT11 PFH CONCRETE 5(;KtW STEEL 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE13301ORYHOLLOWBLOCKCONFORMINGTOASTMC9016 1 4 X 2-1 4 PFH ITW CONCRETE SCREW H DER JAMB PINE SG >a 0.471WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD 30 1 2• X t• X 25 GA. CORRUGATED FASTENER STEEL SHMN W/ WfAKQ COAIWM FA.- M 1101 /D (M. Nt swam to OffoR Hm OAW1.7b1S1 B 1 C: 11 t O OETAIL • 4" A DETAIL ATTACH ASTRAGAL THROW BUT I ' STRIKE PLATE TO FRAME i AS SHOWN. A t D AfL •1 1 OW! * fit" jtid= INTERIOR EXTERIOR - INTERIOR EXTERIOR EXTERIOR INTERIOR ' l d: r gg I 13 • 13 21 - 12 13' Mdi 1 L. R RiICALC SECTION. 16 3. VERRCAI CR69 SECTROM amllpuolbn, `J wmnnl7 ^ , 6 i R INTERIOR EXTERIOR. EXTERIOR INTERIOR EXTERIOR INTERIOR b 4 .+ 13 d S 13 - S 5 dae•' - •.5 • 13VVim 3 pO 4 V CROSS O b VERnTCAL CROSS SECiTON"VERTICAL CROSS SECTTON are 2 t 12 1 6 ' 9 oub own v wiswnnD eo^i oa n Scab ALS. o.a a JK c os m LF$ n FL-15225.5-80 u n s!n • a p uma jf'n 0 III v f do a r °! fain is D 9jIB1ffaD _ - lllllll to lYP.O HEAD ) - g z I tYP. 0 HEAD e p 49/I r HEAD mtwwo D 9/16• NERD '' ' 1D 3 NIr9/ld HEAD w - _ "P.6HEA6 n S 11 >n SHOWNFOR >n OilorHEAD >•• o' '7 n o .. FORDOCE G d 9/16 - v Q _ 6 9116- JAMB d JAMB - O O TYP. ® JAMBS TYP. ®1AAABS OJAMBS _ H 44/IBJAMB _ _ H 49116•JAMB_ o o SEE - 16 SEE 16 DETAIL•B c Sff In - SEE S OEUII•l. DETAIL- 12 i°o S Do za-r 1 .. 12 I my Y'-Y' SINGLE DOOR W/SIDEm V EW'E'-'E' viav'r-ro' mom 1. ffl@Idttlr b0amo at the comets may be aCMPW to mdnlan 111e mh edge dtdano. b ma tm ici 1h. 2. Cernnele ensMrJor otiom noted at U" ON Ceffw mud be OCPAT d to maintain the min. edge detonce to m marlin. oddiBonal C--te 0-- nW be mauled ro ensue Mo'MAX ON CB+W dmendon ore not c ceeded. i Concrete anchor fade: ANCh= ANCHOR r11[IS HMBED6Sf3d1 tJtAfAMCE 1' AUK' M SO fbOt AIICJlCft 1/1' 1-1/f r iAPCON' ilCOCONUl1RA 1/4 H'- S/lt' 1.1/r AS SNOWH AS SHOWN SlOtifTE NOTE: I. fie stdeBfe b dleet set into the Jamb with /12) e8 z? Pm. VvOOd screws. There ale (I) of each verflcotJamb. from the fop down of Mr, 3 t 1,18.5 d 66'. there are (2) Of the header of 4- from the olrlslde comma of no home. There are (2) of Me A I- from the ouhlde tamers. SINGLE DOOR W/SIDM VIEW'S'-'r SINGLE DOOR VIEW A'- A' AI' a 2 2t 2 = N.T.S. 3 n: JK e e mu e 15225-68M a 6. or L e0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Widen. FL 33595 Phone 813.659.9197 Florid@ Board of Professional Enloncen Cenifuale of Autlrorimrion No. 9913 Product Sub Category Manufacturer Product Name Cate Thermo Tru Corporation Smooth -Star" and "Benchmark by Thenna-Tru" Exterior Swinging 118 Industrial Or 6*8 Single 14 Double Opaque or Glazed Panels w16 w/o Sidefites Doors Exterior Door Edgerton, OH 43517 Inswing / 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 10 # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 81G20-3, Method 1A 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. Um/fadons: 1. This product anchofing has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone'. See the Codification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed 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 shall be Installed following Installations Instructions of ANSI AF&PA NDS 2012. All 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. S. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.66 shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditlons that deviate from the details of drawing FLA5225.5-N require further engineering analysis by a licensed engineer or registered architect. Suppordng Documents: 1, Teat Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-0 1 -741 -11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E 1996-02 2. Orawina No. Prepared by No. FL-15225.548 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA #9813) Sheet 1 of 1 Testlna Laboretory ETC Laboratories ETC Laboratories Testing Evaluation Lab. Sloned bx Wendell W. Haney, P.E. Joseph L Oolden, P.E. Lyndon F. Schmidt. P.E. Starts@ - Sealed by Lyndon F. Schmidt, P.E. Signed & 8ealed by Lyndon F. Schmidt, P.E. tUrrltr 1•r 14' • Lyndon F. Schmidt, P.E. FL PE No. 43409 2WO15 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 Vatrico. FL 33595 Phone 813.659.9197 . Florida Bond of ProreWanal Engineer Cenineale of Authodution No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID f 1998) for Thera Tru Corporation, based on Rule Chapter No. 61 G20-3, Method 1A or 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. Umltedons: 1. This•product anchorind has been developed in compliance with the'Sth Edition (2014) FlorldwBuilding Code (FBC) strueltnal requirements excluding lhe•140 Velocity Hunkan626ne. See the CerWikaWon Agency Certificate for sizes. specifications and'design pressure fadW. 2. Product•anchom.shall bias fisted and spaced soshown 00 d9h14. Anchor embedment to base material shall be beyond wall.dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations Instructions of ANSI AFBPA NOS 2012. All 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-15225-08M. 5. Where shims are used, they, must be a'rigid / still" materiel that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225-68M 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-15225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1: Teat Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202. 203-94 2. Dfawina No. Prepared by No. FL-15225-MM RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing LaboraLtiry Testing Evaluation L'ab. ETC Laboratories Sinned by Lyndon F. Schmidt, P.E. Joseph L. Dolden, P.E. Slam d 6 Seafod by. Lyndon F. Schmidt. P.E. Sinned & Sealed by Lyndon F:'SchmidL P.E. 11; rrfrtrp 4P 1. Wi g At e' OF •:'4j C' • C' ht t kJ 1 41; GiYA- ,` Lyndon F. Schmidt, P.E. FL PE No. 43409 2162015 Florida Building Code Online FL15332.02 Page I of I H Professional Regulation r. OCIS home I Lop In I User Registration I tot Topics I Submit Surcharge I Slats A Facts I Publications I FOC Staff I OCIS Site Map I Links I Search I ZpProduct ApprovalrFe- USER: Public User Product Aodroval Menu > Produce or Aodllcatbn Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15332.02 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 ALL Saw h 0—mitc _ Anniiratinnc ELA Type Manufacturer Validated By Status FL15332- Revision MI windows and Doors Steven M. Urich, Approved 82 FL*:FL15332.2 PE History Model: SERIES 420 ALUMINUM SGD 717) 317-8454 Description: SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80" NON - REINFORCED Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Approved Dy UDPh. Approvals lty UDYR snail be reviewed and ratified by me POL and/or the Commisslon it necessary. Contact Its :: 2601 Blair Stone Road. Tallahasxe fl 32399 Phone: 850.497•I624 The Slate of Florida is an AA/EEO employer Coovrloht 2007.2013 State or 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 455, F S. must provide the Oepartment with an email address If they have one. The emaits 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 it you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E' Cledit Card Sale littps:HnoridabLlildin(,.org/pr/pr_app Ist.aspx 1 1/3/2016 Florida Building Code Online Page I of 3 ORIONElko Business & Professional Regulation eclIS Moonte I Log In I user Registration I not ropes I s.mmlt Surcharge I Stats 6 Facts I Publications I Fec Stan I ecls Site Map I Links I search I p r Product Approval usgR: Public user 1(w Product Aporuval Menu > Product or AoollcatWn Search > Application List > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 6S0 West Market Street Gratz, PA 17030 717) 36S-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M Urlch, PE O Validation Checklist - Hardcopy Received Certificate of Independence FUS332 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:HfloridabLlilding.org pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgtFI8572gvdWldku3B... 1 1/3/2016 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R3 II 08-005000.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R3 AE S10807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No fL15332 R3 II 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE S10805C.odf PRESSURE RATINGS Created by independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08.022488.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512968&odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED XXX 143'x96' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 If 08-02250B odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512970&odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96'x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 11 08-00499o.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE S10806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGO Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-00501D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https:HtloridabLlilding.org/pr/pr_app dti.aspx?paraiii=wGEVXQwtDqtl-18572qvdWldkLi3B... 1 1/3/2016 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE S10808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1 7 15332.8 SERIES 430/440 ALUMINUM SGO SERIES 430/440 ALUMINUM SGD XXX 143'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FLI5332 R3 11 08.005020.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE S10809C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGO XXX ALUMINUM SGD 143'x96' Limits of Use Installation Instructions Approved for use In HVH2: No FL15332 R3 It 08-005030.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE S10810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 8aek Newt Contact lls :: 2601 Blair Stone Road. Tallahassee Ft 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrloht 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 mall to thls entity. Instead, contact the office by phone or by traditional mall. 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 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 click here . Product Approval Accepts: Et Credit Card Sate https:Hfloridabuilding.org/pr/pr app dtl.aspx?parai-n=wGEVXQwtDqtH8572qvdWldkti3B... 1 1/3/2016 NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=l 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS. 7 APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9 DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16 TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14.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 BELOW A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX. I TABLE OF CONTENTS ISHEET NO.1 DESCRIPTION 1 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RMSIONS REV I DESCRiP110N DAIC I APPROVED IAADDEDCHARTS03/05/12 R.L. 8 REVISED PER NEw TESTING 10/29/13 R.L. ICADDEDFLANGEANDFININSTAL1A71ONS12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 7502E SERIES 420 SGD 96" X BO" NON -REINFORCED NOTES F.A. 1 08-00498 VALE NTS 10AIE 02/23/09 1 SNEE71 OF 10 SIGNED: TO/22/20T5 Ic,0GENs .d, y TAT 6EOF ; iu I FF HE 6" MAX - r 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART J3 FOR NUMBLR OF LOCATIONS REQUIRED 1 /" DWXC. r 6" MAX 17" MAX O.C. O X LAX GHI - GHT 6" IAnx SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA TING 140.0PSF NONE SEE CHARTS a r AND #2 FOR OTHER UNITS RATINGS REVSWNS DESU PIIDN DA1r OPP(NED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW IESIING 10/29/13 R.L. ADDED FLANGE AND -IN IVSIALLATIOVS 12/06/13 RL. REVISED INSIALLAIION DETAILS 07/30/15 R.L. CHARTNI 6" MAX WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frarre Single Panel and Total Frame W1dth (n) Height 30.0 3&0 1 42.0 1 48.0 n) 60.00 72.00 64.00 1 96.00 Pos Neg Pos Meg Pos Neg Pos Neg d0.0 10.0 55.1 40.0 48.2 1 10.0 1 13.1 40.0 1 40.0 CHART N2 WHERE WA TER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame Sink Panel and Total Frarm VWth (in) Height 30.0 3&0 42.0 1 48.0 4) 60.00 72.00 84.00 9&00 Pos Neg Pos Nag Pos Neg Pos Neg 60.0 55.1 55.1 48.2 1 48.2 1 43.4 1 43.4 1 40.0 1 40.0 CHART 43 Number or anchor locations required Frama Sink Panel and Total Frame W1mh (n) Height 30.0 36.0 42.0 48.0 tn) 60.0 720 84.0 9&0 H6S Jamb H6S Jamb HdS Jamb HdS Jamb 80.0 4 5 5 5 6 5 6 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION DRAWN' OWf NO F.A. 08-00498 waE NTS IDA" 02/23/09ISM-E 2 OF 10 SIGNED: 10/22/2015 f A cR HF 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAM3S SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIRED 17" 6" MAXMAX 6' MAX 17' MAX O.C. D" 4X wE O X 6' MAX 6' MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION DESIGN PRESSURE RATING IMPACT RATING:: j AT SILL SEE CHART y4 140.OPSF I NONE FOR NUMBER OF IOCA71ONS REOUIRED SEE CHARTS $1 AND a2 SHEET 2 FOR OTHER UNITS RATINGS REVSgNS DESCRIPTION DAtr APPRgIED ADDED CIIARTS 03/05/12 R L. REVISED PER NEW 1ESIING 0/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 2/06/ 13 R.I. REVISED INSTALLATION DETAILS 07/30/15 R.L. rwear re Number of anchor locations required Single Panel and Total Lnd VVdlh (in) FralTe HwI;ht 30.0 1 36.0 42.0 48.0 n) 60.0 1 72.0 1 84.0 1 96.0 HdS Jamb HdS I Jamb I H6S I Jamb I H&S I Jamb 80.0 4 5 5 1 5 6 5 6 1 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION UVAWN. DWj ND. F.A. 08-00498 SCAT= NTS DA'E 02/23/09 -r-3 OF 10 SIGNED: 1012212015 I II o 6 DTAT E OF RCW10NS 1/2" MIN. REV DESCRiP11pN DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. 1 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.I. WOOD FRAMING OR 2x BUCK EMBEDMENT D REVISED INSTALLATION DETAILS 07/30/15 R.I. BY OTHERS 1 /4" MAX. SHIM 110 WOOD SPACE 1 3/8 MIN. 1/4" MAX SCREW EMBEDMENT F SHIM SPACE T- INTERIOR 2 EDCE DISTANCE y 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR " " I " INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. SY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 E SET IN APPROVED SEALANT MIN. NENT MIN. LULL uISTANCE 10 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG NO. F.A. 08-00498 VALE NTS OA'E 02/23/09 ISHEE4 OF 10 SIGNED: 1012212015 0 o " S TATp , Of D •,isS D#VA L aU` METAL STRUCTURE BY OTHERS JIO SMS OR SELF DRILLING SCREW METAL SIRUCTURE BY OTHERS L - C 3/4- MIN. EDGE DISTANCE 1/4- MAX SHIM SPACE SMS OR DRILLING N ALL TO BE SET IN 1 BED OF 1PPROvED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" ME EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RMSIDNS REV DESCRMION DATE APGRM0 A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSIALIA71ON DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 SCALE N7S IOAIE 02/23/09 SNEC15 OF 10 SIGNED: TO/22/m5 I' L o,//. i G ErN3F o 6 STATE OF - 2 I/2 MIN EDGE DISTANCE 1 1/4" MIN. 4 EMBEDMENT CONCRETE/ ° MASONRY BY OTHERS 1/4" MAX SHIM SPACE OPTIONAL 1 _ IX BUCK - TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4 1 1/4" MIN a• EMBEDMENT VERTICAL CROSS SECTION CONCRMIMASONRY INSTALLATION 2 1/2- MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16- TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RMSgNS DESCRIPTON DATE APPROVED ADDED CHARTS 03/05/12 RL. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. r 1/4- MAX. SHIM SPACE EXTERIOR JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG ND. F.A. 08-00498 1"E NTS DATE 02/23/09 1 5"EET6 OF 10 SIGNED: 1012212015 r•.(•,ENSh•giP o 5*_ p T OFRl i/Z T/Sjs NAiI G` WOOD FRAMING _ 1/2" MIN. OR 2x BUCK \ I EDGE DISTANCE1BYUIHLRSII , 1 3/8" MIN. EMBEDMENT 1 3/8' MIN. JI EMBEDMENT MAX. SHIM SPACE T_ 1MIN. 110 WOOD EDGEE DISTANCE SCREW EXTERIOR INTERIOR p 1 o WOOD SCREWS 3E SET IN F ADPROVED SEALANT 10 WOOD SCP: W WOOD FRAMING OR 2X BUCK BY OTH- 4S MIN. MENT M' N. Lv L DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE LMTNASTM E2112 WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4' MAX. SHIM SPACE RLY• 40NS DESCR. PTom 0.11' APPRMID ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. INTERIOR t__ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS URAwN. 7 AO. F. A. 08-00498 1" E NTS pA1L 02/23/09 y'LE7 OF 10 SIGNED: 10/22/2015 5 11111/ o ' pENs • s D 5 *= STATE OF •.w F•' c OR10 • 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 114" MAX. r SHIM SPACE f 10 SmSfInSSELFCREW R LUNG INTERIOR ALL TO BE SET IN I BED OF IPPROVED SEALANT 3/a" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM E2112 T 3/4" MI. EDGE DIST) L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 103/05/12 R L. 8 REVISED PER NEW TESTING IO/29/13 RL. C ADDED RANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS F.A. 1 08-00498 SULE NTS DATE 02/23/09 ISHEE18 OF 10 SIGNED: 10/22/201 S 0 % 1R 110 7j i GE SF••J' i 0 6 *= pAT OF ; ORM CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2- MIN EDGE DISTANCE 1 1 /4" MIN. 4Luljl-l EMBEDMENT 1/4" MAX. F SHIM SPACEa 3/16" TAPCON EXTERIOR II I 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 • o 1 • 4, 1 1/4" MIN. a• EMBEDMENT a d 4 • I VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE 149111, REVISIONS REV DESCRIPION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 RL. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 RL. 1 1/4- MIN. EMBEDMENT 1 MAX. r SHIMM SPACE 2 1/2_ ° I INTERIORMIN. EDGE DISTANCE 0 JD3/ 16" TAPCON 0 CONCRETE/MASONRY ° BY OTHERS D EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY SECURED CONCRET&MASONRYINSTALLATION SEE NOTE 3 SHEET 1 NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN DWG NO. F.A. 08-00498 iGLE NTS I DAZE 02/23/09 S"EE19 OF 10 SIGNED: 1012212015 I Ifi 0.tz',' ENSF' JI 0 6 *= pE Of s; ONA j1\\ WOOD FRAMING BY OTHERS y8 WOOD SCREW 1 1/4 MIN. EMBEDMENT 1 APPROVED SEALANT BEHIND FIN 7/16 IN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 1/4" MAX 1 1 SHIM SPACE 7/16" MIN T_ EDGE DISTANCE II II EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. f SHIM SPACE if-1 —r INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 RLVRIONS REV DLSCRroTON DATE APPROVED A ADDED CHARTS 03/05/12 R L B REVISED PER NEW TESTING W/29/T3 R L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 5/8" MIN. EDGE DIST. t 1 TRIM INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS IX BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED f D 3/16" TAPCON EXTERIOR PANEL INTERLOCK 1/2" MIN. 2X BUCK OR EDGE DISTANCE WOOD FRAMING BY OTHERS 1 TRIM 1 3/8- MIN INTERIOR EMBEDMENT HOOK STRIP SCR WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING NOTES: t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2t t2 HOOKSTRIP INSTALLATION MASONRYAANCRETE METAL STRUCTURE 3/4" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP ___'4 10 SELF DRILLING SSCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN- DWG NO F.A. 1 08-00498 O< NTS DAZE 02/23/09 a"EET 10 OF 10 SIGNED: 1012212015 It. TIL o GENSF T((* OF ; Wf D //)sS ONAj1 G\ L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line: Series 420 Aluminum SGD 96"x80 Non -Reinforced Engineering Evaluation Report Report No.: 510805C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00498, Revision D, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t40.0psf Water penetration resistance 6.0psf 3. Anchor calculations, report number 510805-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document. Maximum unit size: 96" x 80" Approved configurations: OX, XO, XX, XP, PX, XIP and PIX Units must be glazed per ASTM E1300-04. with safety glazing. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-00498, Revision D. Certircation of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 1111111// NNJ\ .•••.tiJ rEN 070514• TAT OF 0RI0P •G0%,Z 0NALIE?` Luis R. Lomas, P.E. FL No.: 62514 10/29/2015 4 Florida Building Code Online CSF_') Page l of 4 POWAO{ (d aus Home I Log Irk I user Reastration i Hot Toad I S.&Wt swctwMe i suet a facts 1 Nb9catlons I FaC start I Otis sue wp I two I starch I Busines (yj j Product ApprovalProfessilIGurea: waa user Regulation ftAM or Avolicallon SEN& > A00Caftft.Ldt > AppiftU." 0"I FL # Application Type Code Version Application Status 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.Joyner@amarr.com Brandon Gentle bra ndon.gentie@a marr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gende@amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oyner0amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i : Evaluation Report - Hardcopy Received Thomas L Shelmerdlne PE-0048579 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 01/0112016 Steven M. Urich, PE I Validation Checkllst - Hardcopy Received Referenced Standard and Year ( of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/ pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 1 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 N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option O 03/30/2015 03/30/2015 03/31/2015 I FL V I Model, Number or Name I Description S302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-1 10-1 1,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: +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 replacement door. Installation Instructions R 02 R6 tl IRC-6009-110-11 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Owg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M651 Limits of Use 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 replacement door. Installation Instructions Fr Sint R6 it IRC-6009-100.1I drawing 7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Owg. IRC-6009-120-IS,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Pi S302 R6 t_I IRC-6009-120-IS DrawingILIA Fl.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R6 AE IRC4009-120-IS Report 7-10 FLodf 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. 4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, 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: +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 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports R S302 R6 RA IRC-IiWg-130-15 Report Created by independent Third Party: Yes 5302. S Stratford (M600); Heritage (M950); Owg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M6S0) Limits of Use Installation Instructions Approved for use In HVHZ: No WM - [I IRC-6009-140-1S•Orawlno 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https:// www.floridabuilding.org/pr/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. FLS102 R6 AE tR[-61109-140-15 Rpnort_7r10 fi.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); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions R6ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Sara It IRC-6009-1S6-IS Drawing 7=10'FLodf' Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. Fl SL12 R6 AE IRG6009.1SO4S Report 7.10 FL•.pdf 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. S302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-iS,Thru 9' wlde. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 16 11 IRC-6009.169.is Drawing 7-10 FL.odf; Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +4S.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. Fr Sine Rio AE iRC-6dUg-169-15 Report7-iO FLodf 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. 8 Stratford (M600); Heritage (MM); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Ft S 2 R& it IR[-6016-100-1S Drawinc 7-16 FLodf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Repots Other: Design Pressure +1S.2/-17.2, Not for use In HVHZ. FI S302 R6 A. IRC-6016-100-15 Report 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. 9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLS30R6 It IRC-6016-110-15 Drawino 7-1 I FLodf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 18.3/-20.8 Evaluation Reports Other. Design Pressure +18.3/-20.8, Not for use in HVHZ. FL S302 R6 AE IRC-6016-110-15 Report 7-10 fled/ 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. S302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit ( M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fw Saro R6• rt IRG.6016.120-iS Drawing 7-10 FLpdf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. F S202 R6 AE tRC-6016-120-1S Report 7-10 FLpdf 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. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10' Thru 16' wide. I Oak Summit (M650) Limits of Use Approved for use in HVHZ: 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 O S 02 R6It I'R[ t6.130-15 Orawlno 7-I0'RL.gdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.12 Stratford (M600), Heritage (M9S0); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit ( M6S0) https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 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 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016-140-17 report 7-10 sealed.adf Created by Independent Third Party: Yes I5302.13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-24, 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: +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 FI.5802 RG II, IRC-6016-140-24 drewtno 7-10 sealed.odf 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); Owg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No E1S302 R6 n IRC-6016-14S-24 driniino 7-10 sealed.oAf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports . Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. FLS302 R6' AE IRCc016-14S-24 reoort 7-10 sealed.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 it IRC-6018-110-15 Dratrinp 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use In HVHZ. FLS302 R6 AE IRCM18.110-ISRewd 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. 5302.16 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6018-120-15, 36'2 thru 18' wide Limits of Use Installation Instructions Approved for use In HVHZ: No FLSM2' R6 11 IRC-6019-1204S DraWflo 7-10 F .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. FLS302 R6 AE IRC- 018-120-151tboort 7-10'FLedf 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. Cpaptl{os :: 19a0 ateeree ail:.: U ' i -tree phone: aSa-a , ii The State of Florida is an AA/ff0 employer. CaaeraM 20fr7.1013 Stile of FWM.:: :: ACMV00hr Slabomeall :: Refund Statement Under Florida law, email addresses are publicremNs If you do not want your e-mail address released In response to a public -retards rettuest, do not send electronic mall to this entity. Instead, cord the office by phone or try traditional mail. If you have arrr Questions, please contact 6%487.199S. 'pursuant to Section 45S.27S(1), Florida Statutes, efkxtive October 1, 2012. licensees licensed under Chapter 455. F.S. must provide the Department with an erns address If May have one. The emalls provided may be used for official communication with the Ocersee. However emal address" are public record. if you do not wish to WppN a paraOnal address, plena provide the Departmam with an emall address which can be node avallable to the public. To detembue if you are a licensee under Chapter 45s, F.S., please dick lam. Product Approval AcceMt Q®®® I Credit , V. https:// www.floridabuilding.ore/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 AXILWAW RIZA0 CAMP :n.cL ivnaworiTTAuebVI1AII.• . 1 r C co VI• a TI ANO/ Mn ILA ouCIQt ICI WAD STOW! 16 GA GALV IKsmmn.l 0 t 1wreaa. mans ATTAOO \ yr rev C. Put t 1f..o saws Ai UL+1 RNIEI arnc T"WAL T® rn lLRCLI . \ R-W.U11T7,17-T&H 16 a wall " ttp rDn'.16 Altmato vt t2I v.• . 21.• No Nm URMACHIMv/0 /v1,i- a ICLT 00 OVIS wur" u 1 . , At r43 LOWW" 1 tAux wa can a wm 0 am CAwO. 1-sp• t Aun 12 4'CA%L VIA 1 iiO4 c u M LTALI T O1 FAQ 2 rs goo BROW sACLOS iRAIX f0101CLOWICH rDI1 ea• LOP TO 11' TALL OODILS a ofwa •n&onWIN WADCAAND mLiru QmM n+oar WAD va . Ry Irnc: 14 GA 114" ATTAOU rL101 mom D2 WAD wa, v.• . yr [ A7I A[e Tmm 0 1mL W" tOKvs 'SECRIAt A -A /SIDE NEWT nA. u.• 1CIDa ris ipv 'trqVrsawsATmicew° aK ATIAoo 1 tint `` t { . SNP •.; 1 PC" 1sn nOl To w SILKw 1D V L.' In WAD soon ON a NOWT = `OK`O r 7-LVA srm a1 Knim r T- s atlas C aot saol surm t ; Ko 00485J 11` 1nI°Ana icnum s• "iw*s`OI 1oI+4Aa ii nAnl .. n> :s 5 t t ? E TYVICAI 11UI DDAOtET. -21A P9 i9 .tcr i - zr a Ps DIOTM& OIIRAWL LNO Iwyc_r 3 \ r. •,, 10, -w,n >Q aot : ILS32It , ` F`eS' p ....,p;,` i LT,O1e%it nAa Toro ws 1c -sT.z Pss • i O aA E O` 1vo s A LI Ir m wns sowu u sa ` Ar u aus ruaat peel 2 a KT so GA coax ILCL 11K METNOD OF TESTINCNE WAS IN SUEStAN1UIlawlOi0•,. • 1 i° onc we COM1Afltf MIM PIIOCEDURE oESGtIDtD W ASTY os at. eny AMC ANg/DAy/A 106 Mf PRESSURES SHOWN H ; }:nti Aw:®im o `040 dio Itm AMNCS MOtC CKIVLAIM USING ASCE 7-10 W1M THE s aeat .s wc.ua u wnnseD MODEL /eso oAI suMbT ./Dnissda OIlA1tDNT PARAMETER' (S •FEET OF DOOR 11mfI+ w ME o •n1 `a tT"OM0•'B °I n wou MODEL /000 smRATIVAD tr • 7/1s ol; sa m11w FOLL RO01 At M11 • • n Is a r to.0 Moab Me see MODEL NO •HMTACE tr sto v1 . yrt•wL 1 SLoK . nusD ! Ook Dummlt PAnel's ply dt A/O IY1 r ytr< A 1lAa WND SPEED MPH 135 111 tyt 120 122 a qunvmM a 0 1evcTl Ssia A otO t9 e' M W E10'06URE lEVkl B C C 0 D leave a so Dose .1oTw s osa sower OUf n e/ D1[ 01/e/6T E 1C MIS 1RACK MOUNTNG DETAIL L wIA°u°1O6"mo 11U1 mnoA• eaoA Aa ItC-6016-120- NEAN Root HEIGHT 3v 15' 25 15 . 23 B 00>C7n Atf TA[ WWs o.Ts Dm 1 d i /// %/ %/ / / OPTIONAL SHORT PAHEL IM7ER)tDIATE WALED SECTION (STRUT AND STILE LAYOUT) t , r WA 971UT UACATO a DC to AM 90Trm or NLUO acni 1 A77Ao(! vivo II•• A / !/a• Ka mm CRvt A7 to No CoI.SR U-W croti o T PAMM TOP GLAZED SECTION t1TRVT AND STILE LAYOUTS) las/r 10.9/B• • 1 WOOD JAMB ATTACHMENT TO STRUCTURE r t Ht ta• o yr (p[pACNh t •s.•'.iTAAtiDri s rnw 7NDN ea• OA: Nt.vr txst19on) NLL» lLEM AILTp-s/I t N!/••.STAttM s• ftOt LIOs iNd tV 0L' 4 Ya' ERR0/0NT> Itv!INdaE7 ACAtAD tTtih » i/t• R a• tTARtOU !• itOA OAs fffM b• QL 0? f/r psED14Nn may. t• Irt•o. . IRt PADS Cr rAttEMM Nt• rMn AT W OL a ntDiom m1 il VM : t-s/A• KVDti r U• StREvs fiMTMG i' rROt OM. IR[ PAW OF tASTOND+'t (Y A M» At t6. OG 0 1/1• t)®KNA ll Put MR v EMSLDICNIf USE rAstOINrNERSrDRw"U C-90 1L07O LAGS AND 10.TS CAN It CWEtISIM ID PROVIDE A LUSH MMM'NG SUtrACC, SPARATIOI R WOOD JAIW IT OTHERS NML13V GAGITED smctm ttaltTua staommtSTt11KTUS In 1CM E 1-Vr NDNNp •' i ..Nw 3• mi 1HDRT AHEL rAAZDIG rAS1FND1 NAIL L@6 PAHEL CLAM rASTEMER COAL if3 - MI.L AVAlAI E MACK CW~Amws w .. MAX SIR7 lea ,\G..LnSHE(!!f me re LOAN c; a Pv%$ I LOADS ST.Z Psr i.vr•aA:....,iG S FL w C ma a TDRr vDatD.•txm .e on YODEL /w OAS Rumf W/DDrASATA YODEL /6600 S7Mno= w/DumSJa YODEL /950 SWAGE s/DOt SA 0 Shm% Lo • Phob At 0 t Sh 4 PAD B I MOM AN I at MAIM I IRC-6016- 9H71OI Lia F4 1 Imi LEJ u"Ei"MMMMEEM u . . . . ===mum am"EakammmmEm im E3 TRUCTURAL SOLUTIONS, P.A. tructural Engineering • Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-15 Test Date: 11/8/2012 1 Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 1 Model #. 600 Test Pressures: 32.7 psf, -37.2 psf Test Location: I Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5; An Roof Slope; Enclosed Building Exp. B 30' MRH 155 mph Exp. C,15, MRH 141 mph Exp. C, 25' MRH 1 134 mph Exp. D 15' MRH 1 128 mph E . D 25' MRH I 122 m h Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Descriptlen of Test Specimen: A 16-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " high 25 gauge galvanized steel sheet Each section was reinforced with two 3" 20 gauge galvanized steel struts, except 1 strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge ateach end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. Manner of Testing: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for Ito 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary A 16-0"xT-O" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the Skin) Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin 8 short panel (18-1/8" x 10-5/8') or 4 long panel (38-1/8" x 10-5/8') windows (3/32" annealed Blass minimum - meets ASTM El300-04) may be installed in 1 section Submitted By: STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue !s Greensboro. North Carolina 27410 a (336) 856-2686 • Fax (336) 856-2687 • NC Finn #C-1096 f Florida Building Code Online FF1 7676.9 Page 1 of 4 ProfessionalBusiness & '-g r FM W O atUWtd GaS Home I Log In I User negistratlon ( flat Topics I Submit Surcharge I Slats S Facts ( Publications . FGC Stag I Gas Site Map Links Search Bus'i n'es `/ p Product ApprovalProfessiIlalUSER: Public User Regulation Product Approval Menu > Pfpdutt or AoollntWn SearrA > Application List > Appliotion Detail FL # FL17676-112 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Get Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/l.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 FL At I Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate EL17676 R2 C CAC APC 3S40 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3S40 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3S40 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC AP[ 3S40 Fin 40x66.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 [ CA[ APc 3540 Fn 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed In accordance with FL17676 R2 II Install - 3S40 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 14402 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certiflcate FL17676 R2 C CAC APC 3S40 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 II Install - 3S40 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13S40 SH 144x84 Fin Frame I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3S40 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 Fin S2x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 RI II Install - 3540 SH Fin ASTM E1300-04. S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by -independent Third Party: 17676.8 3540 SH 36x74 finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-SO Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118S4B 1252.odf Created by Independent Third Party: Yes 17676.9 3S40 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fly 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 171.1767G R2 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 It 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S1184981247.odf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 II 08-01371B II.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S1198881371.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE 51301SA 2269.odf Created by Independent Third Party: Yes 17676.13 3S40 SH S2x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS S2x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S13016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R2 11 08-01514 512141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3S40 Fls S2x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(1277S1A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3S40.AWS.IG.FIN.48x72.R3S.(0720161 Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3S40 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +3S/-SO Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3S40 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: PER Contact Us :: 1940 North Monroe Street. TeOehassee a 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Cowrlaht 2007.2013 State of Florida.:: Pmma Statement :: Accetslbloty Statement :: Refund Statement Under Florida law, email addnesses 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, contad the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 45S, F.S. must provide the Department with an email address If they have one. The emits provided may be used for oflidel communication with the licensee. Nowevet 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 dick b=. Product Approval Accepts: MERE eredilt A ri FE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Validator / Operations Administre0or) MI Windows S Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION A 16 The product desaibed below is hereby approved for fisting In the next issue of the AAMA Certified Products Directory_ The approval Is based on successful completion of tests, and the reporting_ to the Administrator of the results of tests. accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMAfCSA1011I.SZA440-08 LC-PG40'-014x2134 (3MM)-H Negative Design Pressure = -00 psf COMPANY AND CODE CPO NO. SERIES MODEL A PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION MI Windows & Doors, LLC 3540 SH (FINLESS) FRAME SASH 7157 PVC)(OIX)(IG)(INS GL) 914 rpm x 2134 mm 867 mm x 892 mm Code: AA7 L RMF)(TILT)(ASTM) 3'0" x 7'011) 2'10" x 2111") 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing. Inc. Report No.: B1910.01-109-47 Date of Report: August 15.2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certiflcation h , 4-k ted Laboratories. Inc. Authorized for Certificatlon T Ame ' Architectural Manufacturers Association 36" MAX. FRAME WIDTH 4" MAY ANCHORS TO BE T— 0EOUALL'' SPACED. SE[ ANCHOR CHART SHEET 1 FOR UNIT SIZE AND ANCHOR CUANTITY O / 8 F MEFRAME tIElGlii X L 4" MAX.1 ,1 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.0/50.0PSF NONE Number of anI lon uhW st esch smb HeiptH in) Panel r4001 in 24.07-30-01 300 2AO 2 1 2 1 2 30.0 2 1 2 1 2 36.0 3 3 3 4LO 3 3 3 4" 3 3 3 34.0 3 3 4 00.0 4 4 4 e0.0 4 4 4 2.0 4 4 5 fe.0 4 4 5 84,0 4 5 5 TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 2 - 3 ELEVATIONS. ANCHORING LAYOUTS AND NOTES INSTALLATION DETAILS W-19ONS DESCRialID.N I DATE I "WRVI v NOTES: 1) THE PRODUCT SHOT IJ HERE114 IS DESIG14ED AND MAi4UFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TP,ANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF 1HE ARCHITECT OR ENGINEER OF RECORD. 3) TX BUCK OVER MASONRY/CONCPETE IS OPTIONAL WHERE 1X SUCK IS NOT USED DISSIMILAR MATERV.LS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEP.EIN. HIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH CVL-451-02D STEEL REINFORCEMENT. MEETING RAILS !RUST BE REINFORCED WITH P.F-104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER /STM E13OD-04. 8) APPROVED IMPACT PROTECIP:E SYSTEM IS RECUIRED FOR THIS PRODUCT IN WIND BORNE. DEBRIS REGIONS. 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK 10 BE 1/4 . 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 0 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/ 16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE COP.ROSION RESISTANT. 13) Ii1STALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT GE USED IN SUBSTRATES VAIH STRENGTHS LESS THAN THE MINIMUM SIRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPFCIFIC GRAVITY OF G=0.4;) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I 'OR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS O\N aililof/z G A TEZ. PAAKET1R7030S0370 -V .-\cEIYIq-. p-ice SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• 0 STEEL REINFORCED - NON -IMPACT 36" X 84 o crzELEVATION. ANCHORING LAYOUT AND NOTES AT OF : f44+ DRAWN. DWI; NO. V. L. 1 08-01372 NTS lam 10/17/11 I5+uTt OF 3 1 '11111111 2•t DUCK/"-'OOD I-RALIING BY OTHERS. 2X BECK TO BE PROPERLY SECURED FLANGE TC BE —r SET IN BED OF 1 ` MAX. J A PPROVEO SEALANT SH0A HEAD 10 BE SET IN A FED OF APPROVED CONSTRUC7101: SELANT RFv OESCRm110N I Oclt I fkOM, 1 3/ i 4' MIN. J 1 %4' MAX. EMBEDMENT SHIM r I].5 WOOD SCREW I INTERIOR 2X BUNK/WOOD FRAMING BY OTHERS. 2x SUCK TO EXTERIOR j , I INTERIOR EE PROPERLY SECURED EXTERIOR f FLANCE TO BE - SET IN BED OF SILL TO BE SE7 IN APPROVED SEALANT HORIZONTAL CROSS SECTION JQ / BED OF APPRUvLD 2X BUCKANOOD FRAMING INSTALLATION CONSTRUCTION ADHESNE FLA 5 t/4' MAX SET IIN BED OF ' TO BE r SHIM APPROVED SEALANT 2X BUCK/WOOD FRAMING BY OTHERS. 2x BUCK TO VERTICAL CROSS SECTION BE PR-OMERLY SECURED 2XBLICKAYOODFRAMING INSTALLATION NOTE- INTERIOR AND EXTERIOR FINIFr,ES, BY OTHERS NOT SHOe.N FOP CLARITY. MWINDOWS DOORS 650EST MARKET GRANTZ, PA 17030-0370 GEN,qP 0 6 * = SERIES 3540 FINLESSPVCSINGLEHUNGWINDOWSTEELREINFORCED — NON — IMPACT 3C X 84 ado * INSTALLATION DETAILS J0 • TAT OF i'•'c OR10*• `` i/SS ONAi1G\\ oluxr: o« cw. 08 72 4Ev cuc atc r r HIS 10/17/11 2 OF 3 t IT'IaM,S OECCkf-lk , MIC I A-mmo NA50`IRY'jCONCRETE BY OTHERS PTIONAL IX BUCK BY OTHERS. IX BUCK TO BE + J OnDERLY SECURED. CEE + NOTE 3 SHEET I I IT FLANGE iO BE < 1/4MAY. snu, t BED OF SHIM APPROVED SEALANT \ 1 1/4am MIN. ___!!l...... .I _ I/S" l/4.4. HEAD 10 BE SET EMBEDMENT I I SHIM IN A BED OF APPROVE[' CONSTRUCTION SEALANT 3/ 16 TA°CON r ALOrIRY/(:OIII:RETF, ^, i . • 1 f BYOTHERS 1 INTERIOR EXTERIOR I INTERIOR 2 5 ,'S" %41" n_ J I EOUE DIST. OPTIONAL IX BI1CK BY EXTERIOR OTHERS, IX B11C. TO BE PP. OPEF.LY SECURED. SEE FLANGE 10 BE w0TE 3 SHEET 1 SET IN BED OF f SILL TO BE SET IN AP? P,OVEO SEALANT Ala i BED OF APPROVED HORIZONTAL CROSS SECTION O CONSTRUCTION ADHESIVE MASANAYA; OAICRETEINSTALIATION FL'. NGE TO BE / _ 1/4' MAX. SETIN BED OF SHIM APPROVED SEAWrl III o uOTE: INIERIOR AND EXTERIOR FINISHES. BY OTHEPS, OPTIONAL iX BUC. Br a• ° _ RN O OTHHERSEPS NCRCTE NOT 5140N ! FOR CLARITr, OTHERS, IX BUCK 10 BE fil PROPERLY SECURED. SEE 11111I1!/ NOTE 3 SHEET 1 MWINDOWSWEST DOORS ```J\5 R LQ/,/ VERTICAL CROSS SECTION TREET GRANTZ. PA 17030-0370 +.,•\GEkS •J+ Zis- /RnCoNcRETEwSTALLATON SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW ?*• 0 S x#= STEEL REINFORCED - NON -IMPACT 36" X 84 ^,o kINSTALLATION DETAILS :1: , ATE OF 'ty` V.L. r.:. u,+e uo. 08-01372 1!: QqC NTSWIE10/17/11 IWE.3 OF 3 L. Roberto Lomas P. E. 1432 Woodfofd Rd. Lewisville. NC 27023 336-945-9695 rilomus@h ionwspe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window — Non -impact Report No.: 511989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supporting Tecbnfcaf Documentadon: 1. Approval document drawing number 08-01372, titled Series 3540 Finless PVC Single Hung Window — Non- Impad, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No.: B1910.01-109-47, signed and sealed by Michael D. Stremmel. P.E. Architectural Testing, Inc. York, PA AAMAIWDMA/CSA 101/I.S.2/A440-05 Design pressure: +40.10/-00.13psf Water penetration resistance 6.06psf 3, Anchor calculations, report number 511989-1. prepared, signed and sealed by Luis Roberto Lomas P.E. Lknitadons and Condidons of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit sae 36' x 84' Units must be glazed per ASTM E 1300-04. Frame and sash material: Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement Roll formed steel. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Inst'alladon: Units must be Installed In accordance with approval document, 08-01372. Cenlfleadon of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s). for which this report is being issued. Also. I don't have nor will acquire a financial interest in any other entity involved in 1116 approval process of the listed product(s). 1 of 1 TAT OF ;row NA j 1 Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 1 0 Florida Building Code Online Page 1 of 4 FL17676.16 ProfessionalBusiness & Regulation gW DepaMTend eas Home I Log to I user Registration I trot Topics I Submit Surcharge I scats S facts I Publications I FBC stag I Gas site Map I Unks ( Search I Busines Productalicerl Regulation PreAUR Aeoroval Menu > ProAuct or Aoollutbn SearM > Application list > Application Detail FL # FL17676-R2 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 A MI Windows and Doors 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE GG Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL # I Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3S40 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3S40 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +3S/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CAC APC 3540 Fin 44x63.odf Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13S40 SH 144x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LL-VGlU. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 3 of 4 IEvaluationICeatedby IndepRepoendent Third Party: 117676.7 13540 SH 1 52x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E 1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R2 II FL17676 R1 II Install - 3S40 SH Fin S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure:•+35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 lI 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849E 1247.odf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 II 08-01371E 11.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 117676.12 13540 SH 1 52x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG3S Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 11 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLi7676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S13016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +2S/-25 05/26/2020 Installation Instructions Other: R-PG25 FL17676 R2 11 08-01514 S12141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 3S40 Fls S2x84.odf Created by Independent Third Party: Yes 17676.15 13540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(0720161 Impact Resistant: No Design Pressure: +35/-3S Rev.odf Quality Assurance Contract Expiration Date Other: R-PG35. Units,must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 j 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 10804.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oadk Next Contact Us :: 1940 North Monroe Street. Tanahassee FL 32399 Phone: OSO.4137-11324 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: &g2MgElllb Statement :: Refund Statement under Florida law, email addresses are public records If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the o(flce by phone or by traditional mall. If you have any questions, please contact OSo.487.139S. •Pursuam to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If 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 Oepartment 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 dick b=. Product Approval Aeoepts: CreditSAFECard https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Nafidator I Opersthm AdministretcO MI Windows & Doors, Inc. P.O. Box 370 Gratz PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product.desatbed below •Is hereby approved for fisting in the next issue -of the AAMA Certified Products Directory. The approval Is based cin successful completion of tests, and the reporting to the Administrator of the results of tosts. accompanied by related drawings. by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAM/DMA/CSA 101/1.S. 21A44048 LC-PG35' 2731x1867 (108xf74) Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL b PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, Inc. 3540 TRIPLE SH (FIN) FRAME SASH 10817 PVC)(O/X.O/X O0Q(IG) 2731 rnm x i867 mm 860 mm x 919 mm Code: MTL INS GL)(REINF)(TILT)(ASTM) 9'0" x v2") r10" x 3'0") 2 This Certification will expire April A 2017 and requires validation until then by continued listing In the cement AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing. Inc. Report No.: C7327.01409-47 Date of Report May 7.2013 Validated for Certification h J4te'Maboratodes. Inc. Date: May 8, 2013 Authorized for Certification Cc: AAMA JGS ACP-04 (Rev. 1111) American Architectural Manufacturers Association 2' typ., 2' typ T7 2' o.c. Max. f}"'** CLEARANCE ALL FOUR SIDES) WHICH ELEVATION too* HEAD DETAIL RASH BY OTHI Anchor See Section Details) I*: Min Edge j' SIZE HEADER AS NEEDED Caulk under EN71RE perimeter of Nailing fin before fastening. IM AS CORED DRYWALL IoWN WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . SILL DETAIL Notes: 1. Installation depicted based off of structural test report C7327.01-109-47. 2. Wood scrows shop satify the National Design Specifieotion for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (0-0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air Infiltration. water penetrotwn. Intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown. locale fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIM PRESSURE 00 FASTENER TYPE AND SPACING MR WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' a 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) THING Min Edge Distance :: f1° VQF JAMB DETAIL M Windows & Doors Gratz, PA INSTALLATION INSTRUCTIONS I V. M. R. 8-20-09 F N— dr FASTENER SCHEDULE osom aio 3540 Single Hung I NONE I I s 1 Continuous Head and Sill ° H"' " 3s+o sN csN FlN - If NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE /6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS r a+saa o[YMPrgM arz I AWRMD 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. 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 BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18.THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 350OSDUTES, 35DOSP, 3540PX, 35407, 354OSDLITES, 35405P, 3250PZ, 3250T, 3250SDUTES. 3250SP, 3240PW, 32407, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 35DOHPSP, 358OWP, 3580T, 358OSDLITES, 3580SP, S-3500PW, S-3500T, S-3500SDILITES. S-3500SP, S-3540PW. S-3540T, S-3540SDLITES, S-3540SP, M-350OPW, W-3500PW, W-3500T, W-3540PW. W-35407, W-3540SDILITES, W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. O SIGNED. 0211712016 DOORSM61W LL lilLo 50EST MARKET GRATZ, PA 17030-0370 J\5 GENS,,d' 0SERIES3500FIXEDWINDOW 96" X 60" NON -IMPACT NOTES 0 6a D AT OF tug 0R%Ot' aurm: am Na atv N.G. 08-02859 Vxt NTS -E 02/04/16 --I OF 3 2' b FF HE SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING thIPACTRATING 50.01-60.OPSf I NONE NOTES: 1. MAXIMUM O.L_O.: 92' X 56" 2. (2) 1' X 1/8' WEEPSLOT AT 2' FROM EDGE OF SILL FACE CHART O Height E CHART 11 R NUMBER ANCHORS Rr,SOIS I my I ocscmnvmr I art I AFPRWD MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON —IMPACT ELEVATION N.G. 08-02859 s;uc NTS — 02/04/16 — 2 OF 3 SIGNED. 0211712016 Jy pENS ,U+'' IN 41 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8' MIN EDGE DISTANCE 16 WOOD SCREW APPROVED BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 1/4' MAX SHIM SPACE WOOD FRAMING BY OTHERS 86 WOOD SCREW 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/B' MIN EDGE DISTANCE 1/4' MAX SHIM SPACE INTERIOR EXTERIOR I Iry ecsurvmN ait I omw% o JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CURRY. 2 PERIMETER AND JOINT SEALANT BY OTHERSTO FRAMING TO BE WOOD DESIGNEDINACCOROANCEOMASTME2112 1 ' I `t h. tlb a BY OTHERS SIGNED. 0211712016 AND oETs M650IWESTREILO i,/ MAKETTSTTRESGRATZ, PA 17030-0370 N? r,• G N8'••s SERIES 3500 FIXED WINDOW 0 6 X 60" NON -IMPACT FIN NINSTALLATION DETAILS p E AOF 00,. MW o c Na an 08- 02859 - OR10P izS/ ONA'1 a swc arc NTS02/04/16 -3 OF 3 f Florida Building Code Online Page 1 of 3 8soa.2 RegulationEl'usiness Professional r Bay tton e I log in I User "tstratlon I trot Top;;-( SubMc Surcharge slats a facts PubPMUOAS F13C stag Bas site Map unks search r 0USER: Approval 118R: Public User Pronuct Aoeroval Menu > ProouR m Aoollotlon SrarM > Aoolkattan 11st > Application Detail FL A FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2S60 bsitiinger@miwd. com Authorized Signature Brent Sitiinger bsitlingeromiwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G 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 FL18504 RO COI FL COI.Ddf 1710. S.3 Method 2 Option B https: Hfloridabuilding.org/pr/pr_app_dtl.aspx?param vGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 Florida Building Code Online Page 3 of 3 Supply a Personal address, please Provide the Oepartme t with an email address which Can be made avallsble to the public. To determine If you are a licensee under Chapter ass, f.5., please dick b=_ Product Approval Aoeepts. vreM C d swig https:Hfloridabu i lding.orglprlpr_app_dtl.aspx?param=wGE VXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 107 !/e' T OMBINED WIDTH wlw2 67 / FRAME WINDOW WINDOW HEIGHTMULLION / SoIAN) L 107 S/8" COMBINED WIDTH wt - I- W2 e LED FRAMEWRNOOW HEIGHTMULLION SPAN) 107 3/8' COMBINED WIDTH WI- I[-W2 e L FRAMELOW HEIGHT MULLION SPAN) I f 107 3/8' 107 3/8' _ FirCOMBINED WIDTH::] COMBINED WIDTH W2 ` W1 -• ! w2 FRAME WINDOW J F 1 / WOVDOW I E WINDO ` HEIGHTWINDO r HEIGHT( MULLION ( MULLION SPAN) r SPAN) L 1 1 LWt --- w2 wl -jF- W2 107 3/8' 107 3/8" COMBINED WIDTH COMBINED WIDTH Dkslpn p- -Nnv (PIb) Mi UnitsanclwodtowoodftMingMullion apsn n) botsry width n i1Q13 2230 900K- 47.3- a100 3213 2A00 1=0 130.0 130.0 1 0 130.0 J7. 38 13MO 11.0 121.2127, 127.0 127.0 4A03 120.7 94.3 77.9 721 72.0 8200 824 70.8 5&0L48.8 47.4. 83BJ 88.8 66.8 61.7_ 44.4 43.0.77. 858.7'45.8. 38.8 37.0. 84A0 82:1 46 331" 29.1 26.3 24,9 REV DfSCRW11011 DATE I AMWJM A REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 107 3/8" COMBINED WIDTH W2 FW_ 3' I J I WINDOW F HEIGHT WINDOW MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOOETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 J/8•AS SHOWN HEREIN Dadpn P- nUnO (04 LailtaandwlsdInto maaoll eonaolo Mullion Manon) Tnbutarywid 18.13 2530 1411,00 14200 n 411:00 OL13 2100 130.0 130.0 130.0 130.0 130.0 180.0 37.3E 130. 0 130.0 13D.0 130.0 130.0 130.0 49LU 130.0 130.0 130.0 130.0 130.0 130A dj 130.0 11&4 87.8 79.3 73.9 71.5 BS83 130.0 98.0 729 B5.8 60.5 68.2 7200 103 72A 54.0 48.1 44.0 420 BAOD I 821 1 45.0 33.1 29.1 3 24.9 LARGEAND SMALL MISSILE JIMPACT, LEVEL Q. WIND ZONE 3 DIMENSIONS IN CHARTARE FRAME DWENSJONIS AND 00 NOT INCLUDE FLANGE W I --i F-- w2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030- 0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN. 011C NO. V.L. 08- 01445 swE NTS DAB 01/11/12 19W2 OF 3 SIGNED. 08/07/ 2015 I lit L l0/7/'i GENBN•9' p WP OF ;.u L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@Irlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line. M-1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Condidons of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8' x 84' Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation., Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 0\1 1111111i1R 0 E NS+.'9 i OAR * _ TAT OF ;4 w At. Ltris R. Lomas, P.E. FL No.: 62514 08/07/2015 f Florida Building Code Online So C'(% + !s Page 1 of 2 Regulation Pd& ptwrtMd acts Home I t ao to I user rtepm tstradWiHotTopksIs,nut Swarp roeI Slats a FaM t Pubawuro oIFaC Staff I acts site aap I unlo I searM I Bus nes // ,, Product Approval Protssitoal USER: PublicUs.r Regulaf* toaalsj eow& M Heft . ftduet or WMkffl > Wicition a Appllgeton ootoa FL g FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/ Email S140 W CUfbon Street Tampa, FL 33634 813) 684- 0444 lyle. pestow® acm-metals.com Authorized Signature Vivian Wright rldcw@rwbidgaDnsultants.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v- 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. Y...- Validation Checklist - Hardcopy Received Certificate of Independence a e+9 RS [Ol CpmflceL of Indeoendenoe.odf Referenced Standard and Year (of Standard) Standard YAK ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option O https://www. floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDquJEQfSP6a6FJ... 7/20/2015 o M AMERICAN CONSTRUCTION METALS 5140 West Clifton Street Tampa FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the Sth Edition (2014) Ronda Bugling Code excluding the "High Velocity Humlcone Zone' "Z). 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shol be beyond wag dressing or Stucco. 3. She conditions not covered by this drawing are subject to further engineering onayss. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or T x T batten strips. S. Aluminum soft shop conform to the requirements of IBC Section 1404.5.1 and labeled according to FBC Section 1710.9 TAME Of COMMOS SBEEr• DEScitti, N 1 TYPW elevations a general notes 2 POW detals 3 Soffit defogs & design pwgm 4 Soffit details a destan S Soffit details, design Wesswes 6 bill of mwteAoh TRIPLE 4 1-" 2(A11SMCQ 140u (elar MM QUAD 4 W Q "12 (A)IrMtX) a4M4 L013rMM Jfq c1111 m Z° e W M 1^ iCL G 61 y m 4Z On JK sr. IFS on kv, FL- 12019.1 n r or 5 ROOF ALUMRRRI r r. A . 1 ROOF Av 11ANG ( SPAN • A ' ...F ROOF OVERHANG ROOF OVERHANG SPAN.- =t * n1= ROOF TRIM l jl ----- _-T CMU OR SOFFIT J C'1U OR SOFFIT WOOD WOOD SEE L>EIAII' A' FRAM . M C. FRAMED SEE DETAIL' B' SEE DEMV D' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS Shown wl Inm/m-" a-L—) (Shown wl tnasfiramhq oNRevN TRIM NAIL ATTACHED THGHROUNOTE Id' O.C. MAIL MAX. FORSQUARE CUT OVERHANG. SINGLE SPAN LENGTH A- DESIGN PRESSURE ( PST) POSITIVE NEGATIVE P 70. 0 141.0 10' 60. 0 60.0 12" 50. 0 50.0 Ir 38. 5 38.5 It• 30. 0 30.0 MJlt:r/ VWrK^M VMVW -0.'Rnv .va DESIGNED BY THE ARCHRECT OR ENGDIEEit OF RECORD DETAIL" 8" FC'hannel STAPLES INSTALLED 0 END OF PANEL AND rMAX. OC. — SEEDETAIL'J'. SHEETS) 1/rf MAX DETAIL " A" Fascia STAPLES INSTALLED ® 2r O. C. (INTO WOOD) ON FCMANNEL LEG OR T.NAIL G I2.O C. INTO WOOD OR MASONRY) STAPLES INSTALLED 01 r O.C. (INTO WOOD) IN F-CHANNELSLOT OR W" ® IT O.C. pwo WOOD OR MASONRY) TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24.O. C. INTO FRAMING o1. P ROOF I....._•! FRAMING J m ALUMM-4 U a FASCIA TRIM 1 ION SOFFIT CIW OR V i IL wow SEEDBAIL'A FRAMED u SEE DETAIL' C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL log Semw+ad tmmfl nkqonmeM3Mo. 6 1' MAX, STAPLES INSTALLED 01 Y O.C. (INTO WOOD) IN JCHAN NEISLOT OR I -HAIL 01 Y O.C. DETAIL " D " J-Chonnel Foscio STAPLES INSTALLED ® IT O. C. (NO WOOD) IN 1CHANNEL SLOT OR T-NAIL 0 IT O.C. INTO WOOD OR MASONRY) STAPLES LOCATED 24' O. C. INTO FRAMING —7 I' MAX I MAIL " C" J-Chanel owa a JK SUBSTRATE HOTB: aec w LFS I. WOOD SUBSTRATE G - M42OR BETTER o nw Mo 2. MASONRY SUBSTRATE 3. 00D PSI CONCRETE (AO 301) FL-12019.1 OR HOLLOW BLOCK (ASTM C90). or 3 or 5 ITEMI DEWNMON MATERIAL I FASCIA .021 S THK. AL 31OS - H14 ALUMINUM 2 7 CHANNEL .01557HK. AL 310S - H24 ALUMINUM 3 F CHANNEL D15S 7W AL 3104 - H19 ALUMINUM 5 QUAD 4 PANEL .0115 OR -013rTHICI4 AL 3106 ALUMINUM d TRIPLE 4 PANEL jDI lS OR .013STHICK) AL 3105 ALUMINUM 7 A15x1,VCTRIMNAIL SS. 8 1 lr GA. x 1/4• ss STAPLE / 7/B' MRL EMB STEEL 9 7- x 2- BATTEN STRIP jG=A2 OR BETTER) WOOD 10 APA B-C- GROUP 1 Ea. PLYWOOD OR BETTER WOOD 11 097- DNA. T-NAIL / S/6- MIN. EMBIEDM STEEL I2d x 3•I/4' H.D. GALY. STD COMMON NAIL 0 24' O.C. W/VVrMN.eva DETAIL " H " I x2 VEIUICAL FRAMING (GD-442) ATTACH w/ 2-0d COMMON NAILS 0 TOP 10 ROOF FRAMING STAPLES WALLED END OF PANEL AND r MAX O.C. SEE DETAIL' 4. MAX DETAIL " I " ROOF CVERHANG ROOF SPAN' A' i 12dx3.1/4' (-1- ` - CNU OR N.D.GALV.STEEL - i ED NOWCOMMONNAIL0VO.C. SUDEIAx•A•-j'`/ - FRAM w/ I V r MIN. V & (SHE' 3) CONTMOLI5 SEE DETAIL- H 0 CL SIAP1ESR15TALLED9 SIDE VIEW - DOUBLE SPAN w/BATTEN END OF PANEL AND (Shorn w/ Wss/ owing —fila—) r MAX O.C. SEE DETAIL J I Fp do IRSHM 3) •( W gg g$ Of e°ep°eC5a TWIN SPAN LENGTH w/CONTINUOUS DAMN A' DESIGN PRESSURE (PS0 NEGATIVE 16 7 70.0 Ir 66.5 20' 60.0 27 54.5 54.5 24- SO.O SO.0 SPAN ' A - ROOFOV6t11ANG SEE DETAIL' G- SHEET 4) ROOF FRAMING SEE NOTE 2 1 - 1, 1 lI N 9 1a OR SffDEGl-1- 8 11 TEAMED SEE DETAIL A' SNEE13) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: ( Shown W/ buo/h•min9 Oreheng) I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD I. WO0D SUBSTRATE: G n Q42 OR BETTER 212d COMMON NAIL OR 3/1C ITW 7APCON CONCRETE SCREW 2. MASONRY SLIBSTRATE 3.DOD IS CONCRETE 1AC13DI1 IM94.1.1 /4' EMBEDMENT) 0 2C ON CENTER OR HOLLOW BLOCK (ASTM C90). i GG 09 N.T.S. g c, 9Y: JK • r.. LFS ; sro 5- FL-12019.1 u n 5 or-5 s Florida BuildingCode Online Page 1 of 2 B' u"sciness & Professional Regulation e PooftoaprMd ens nape I Lou In I usef RcgWmftn i HU Tows I submit svrdwoe I spec s F&M I Pvoirauonc I Feb san I acts su. wp I unU I search I Banes Product Approval Professi I ®USER: Public User Regulation. ftft > POWIld Of ARIMA111111 ISO> W&g11LM a Iloatcetlm Oepa FLtt FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/ Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@adasroofing. com Authorized Signature Meldrin Collins mcoll ins@atlasroofing.com Technical Representative Address/ Phone/Emall Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 W_- Validation Checklist - Hardcopy Received Certificate of Independence F11630S R4 COI ATL3002_4 2014 FBC Product Evaluation Shinales.odf Referenced Standard and Year (of Standard) Standard Year 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 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgUJBMj'gU 1 j3N... 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 06/29/201S Date Pending FBC Approval 07/OS/201S Summary of Products t FL a Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVH2: Yes k16365 R4 11 ATL13002.4 2014 FBC Pio6cit Evaluation Shlnoles.pi fApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports Fa 630S R4 AE ATLI3002.4 2014 FBC Product Evaluation, Shinoles.odf Created by Independent Third Party: Yes comet us :: loan qeM Mown Steer_ Tilsatiazue FL 3M2 Pllene: a,fl afrl.laZ• The State or Florida is an ANEW ewp"t. feavrldht 200,2012 State as fbdda.:: Privacy Statenlent :: Ams1E0M aalement :: Under Florida law, email addresses are public remrds. If you do not want your e-mail address released In response to a public: fewds request, do not send electronic man to this entity. Instead. mM'act the office by phone at by traditlonal mail. tf you have any questions, please contact a5a.487.1395. *Pursuant to section 4SS.27S(1), Florida statutes, effective OcWber 1, 2012, licensees licensed under Chapter 455, F.S. rru6t Provlda the Department with an &mail address If they have one. The emada provided may be used (or official mrblnuniratlon wdh the licensee. However email addresses are public mmrd. If you do not wish to supply a personal address, please provide the Depar0 K4 t with an email address which can be made avallatle to the pubOL To determine if you are a licensee under Chapter 455, FS., please dick here . Product Approval Accepts: MERE Credil_AVE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMj*gU 1 j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" 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 (OUA9625) 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 Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM 0 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 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (17ST5878) ATLA 06-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (17ST5878) ATL-106-02-01 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 (TST5876) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA 19-02-01 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 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) 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 0 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 Construction 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 Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 316l 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 (17ST5878) ATL-170.02-Oi ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 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 whlch 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. 0 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, 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 -Cuts 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 O 3462. ProLAMTM 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 wlScotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® 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. 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. ATL13002A FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florlda 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 3 Basic Wind Speed (VW. Tough -Master® 20 Basic Wind Speed (Vase): 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. 19132 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. 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 with 5-inch 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. 36' igure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) F W Nails t 2° • 4 12- 12°—-12'-- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nall 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 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 ProLAMT" Architectural Basic Wind Speed (V„ n): Basic Wind Speed (Vase): 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. 19132 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 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 Pattern* or *6 Nail Pattern* detailed below. wsr M vo. na.00a TW r 0 0 0 0 o Em C 0 0 0 0 0 0 0 IT • 6. 0 Uf Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTO 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 SeMoes. 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 impy 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 (V1II): Max. 194 mph StormMaster6 Shake Basic Wind Speed (Vaw): 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. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSS 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. Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nall Pattern (Non-HVHZ only) 71 yY' Mn 12P OI 1rdaMM '"M I• l'a1M Kb ll/ 1' 1' C7 C7 C7 C, o O C7 C3 C) (] 0 C7 p Q Q C O Q. 00ONCO ;0p C]O Figure 6. Pinnacle® Pristine and StorfnMaster® Shake 6 Nail Pattern ATL13002. 4 FL 16305-R4 Page 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 not Imply warranty. installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StonmMaster® Slate Basic Wind Speed (Vmi): Basic Wind Speed (Vaw): 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. 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 greater than 21:12. Installed with 8.5 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 8.5 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. Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. StorfnMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305 R4 Page 6 of 9 This evaluation report is provided for Slate 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,j4: Basic Wind Speed (Vow): Deck (HVHZ): Deck (Non-HVHZ): Undeftayment: 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. 0S13 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 manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below.. W 1L. IIr r r l ,. d- T Figure 9. Pro-CutB 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-Cutg) Hip & Ridge Basic Wind Speed (V,m): Max. 194 mph Basic Wind Speed (Vow): 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. r 12" i 12 ga.1-1/2' ring shank nail i i V 12' 6" j I 1 1 Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 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 charges 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. ECREEKTECHNICALSERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 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-ft 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 manufacturefs 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. IR r, p, 2015.06.21;. 9i No 74021 = 912:55:48 p• STATE OF '4J `— 04'00, c'• .,off O P r `+ F` O R % Zachary R. Priest, P.E. Florida Registration No. ',''SS8ONA; ? Organization No. 021 ANE961 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, nor will acquire, a financial interest In any other entity Involved In the approval process of the product. END OF REPORT ATI-13002.4 FL 16305-114 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 Certif(cate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE eh 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 (OUA9625) 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 E Report No. Standard Year PRIrConstruction 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 (I'ST5878) 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) ATL-106-02-01 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 (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) ATLA 18-02-01 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 0 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125.02-01 TAS 100 190 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Constriction 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 (TST5878) 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 O 3161 2009 TAS 107 1995 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 Constriction 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 Page 1 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 ATLAS ROOFING CORPORATION Asphalt shingles0TECHNICALSERVICES, 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-165-02-01 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 GlassMaster4D30 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 -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 3181, 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) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangetfield) 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 . P49e,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 (Vw): Tough-Masterai 20 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. 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 5-inch 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. 36' Nails 12" •. 4 1 Wer 121 12- Figure 1. GlassMaster® 30 & Tough-MasterO 20 4 Nail Pattern (Non-HVHZ only) W 1 Nails 12" 4 I stw 12" 12- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nall Pattern ATL13002.4 FL 16305-114 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 (V,ai): Basic Wind Speed (Vasa): 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. 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 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. mvr w 17 pa p: 7watW 1 wnmY nna r 1a yr r rn O O O O O O O O O O O O O O O ew I I L Figure 3. ProLAMT" 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 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 Pinnacle® Pristine & Basic Wind Speed (Vuu): StormMaster® Shake Basic Wind Speed (Vew): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): E1d W OIL It.• `O O O O O Ftr=— salt• 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 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 Pattern* or *6 Nail Pattern' detailed below. f!A• -• TW12SW 1. O1 -t-=1CL)r'•t=C w 71 r9 C_ _ =1 C: 1 . = 1 11f -1 1- Figure S. Pinnacle® Pristine and StomnMaster® Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 Pogo 6 of 9 This evaluation report is p; ded for State of Florida product approval under Rule 61G204. 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 (Vmt): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: 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. 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 manufacturer's 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 manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or "6 Nail Pattern" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. StolmMaster® Slate 6 Nail Pattern 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,nt): Basic Wind Speed (Vasa): 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. 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 in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. 1 - 1 Y Figure 9. Pro -Cut@ Starter Strip ATL13002.4 FL 10305-R4 Page 7 of 0 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® Hip & Ridge Basic Wind Speed (VA): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): I. t'- 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. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. r 12 ga. 1-1/2" ring r shank nail 1 / r r Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 Of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shell 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 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-ft 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 614320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G t, aY R. p00i, 2015.06.2 No 74021 912:55:48 STATE OF • 04,001 0' s O R t O P; N Zachary R. Priest, P.E. S NA`. Florida Registration No. 74021 1p Organization No. ANE9641 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, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. ATL13002.4 END OF REPORT FL 16305-R4 9of9 This,eveluation report is provided tar state of Florida product approval under Rule 61GYA W The menuraaurer snau noury k.rcten Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does rat express nor Imply warranty, installation, mcommended use, or other pro dud.attribute.s.. are not specifically addressed herein. Florida Building Code Online noridjopm,04d Busmes o Profession I Regulation U,nc—f-s Page 1 of 1 1 Professional Regulation r acts Marne I top in I user Registration I NW Topic I Subnut Surcharge I state & Facts I Publications I FOC Sun I SCis sae Map I Links I Search I Product Approval USER: Public user a Applicsllon tkt- Search Criteria Code Version 2014 FLk 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 ALL Search Reiuits Aldo UC.Mountr M Tyoe I Manufacturer validated By Watma PL15216-112 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments ppvr•u Fry urae•w..rypv..o .,y .. -..,. . _. __ _ _. CgliIAaAll :: i1a011eith Nonlife Street, Tahahesiea Ft 322N Pnore, IS0 497-1924 The State of Florida IS an AWEEO ettplDyer• r'anwi"ht 2007.20E ate of fWrida, :: Privacy Ststerment :: A=Zed N 5tah• = :: Refund,$L(melft Under Florida taw, errall addresses ant public reoPM. If you do not want your *-mall address refused In response to a public -redacts Iequest, 40 not send eleGrdnir mall to this entity. Irafted, contact the offk* by phone or by traditional map. If you have any 4uettioei, pease contact SS0.487.1795. 'Pursuant to Section 45S.275(l), Florin Statutes. e0elahm October 1, 2012, licensees licensed under Chapter 4SS. P.S. must pmWe the Oepanment with an Cmall address g they have one. The emus Provided may be used for ORldal communication with the licensee. mawever emall addresses see public record. If you do rot wish to supply a personal address, please pmvlde the OeparoTtent with an emall address which can be made available to the public. To deterrnlne If you and a IldelK!! under Chapter 4SS, P.S., pease tuck IfM. produce Appiovd Accepts: i00®111111111 Crcd tSCA E https://www.floridabuilding.org/pr/pr_appjst.aspx 7/20/2015 Florida Building Code Online Page 1 of 2 N RegulationBusiness & Professional ftbin yd acts twme I tog in I user Reawratbn I twt Tma 1 submit &odura• I cuts a rags I wbkaWft I rac stag l acts site Map I URIC$ I SWIM I Bus'nes Product Approval Protssi I OUWR: Public uw Regulation nlltasl > m.r w er Aedic+..bne.ar m >iW0.1W > ApylksUon OalaY FL p FL15216-R2 Application Type Revision Code Version 2014 Applicaton Status Approved Comments Arfiived Product Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 SSI) 574-2939 mtupas@lnterwrap.com Authorized Signature Eduardo Lozano elozanoWnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)94S-2891 elozanoCiitinterwrap.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 - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity lntertek Testing Services NA Inc. - ETV Warnock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevlch, PE i Validation Checklist - Hardcopy Received Certificate of Independence 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 1507.9.S T1507.8 https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 1 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/04/2015 Date Approved 06/23/2015 Simlimify of Products FL 0 Model, Number or Name Description 1S216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 It 201S 04 FINAL FR INTERWRAP RHINOROOF FLIS216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports fL15216 R2 Ac 201S 04 FINAL E0. 1NTERWfLAP RMNOROOF FLIS216- Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section S for Limits of Use. l Created by Independent Third Party: Yes Neat Contact Us :: d11eM: M 497.1824 The State of Florida Is an AA(M ampbyar. cnavrlalit 2007.2012 Su" d Wida.::fthanyAconsiblifir StatemM :: Refund 5tatCrl91 Ueda Florlda Uw, ema0 addresses are public records It you do not wm antyoure•all address released In response to a pudic -records request. oo not send electronic ma9 to this entity. Instead, contact the office, by phone or try traddlolwl mall. If you have any Questions. please contact 650.4a7.139S. 'pUiWnt to section 4S5.275(1), Flalda Statutes, effective October 1, 2012, licensees bca15a0 under chapter 455, F.S. must provide W Oepartrnant with an ernio address If tnay have one. The emads povbad may to used for official dOmmWOUan with the 6censeG Ilowelrer ema9 oddnefses are "k ntmrd. If you do not wish to supply a personal address, please provide the 0081111111011 with an em" address which can be tllada Mllable M Ma ptAslc TO determine U you am a IkenSee under Clropbar 4SS, F.S. please dick bUk; Product Approval Alcepta: MORN accVfil } I I'1 MII•\ https:// www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 14 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503nTINITYIERD353CHRISTIANSTREET, UNIT N13 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: 04/27/201S 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 5111 Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED CoMPuANcE: 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) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AovERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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 t untny r cg . xal` ma'svr'.Qt,castnsyh: The Iacdmk seal appea ft was authorized by Robert NNmineq t `tr7k;• N • PE. on 04M/2015. This don not serve as an alearankalty synod1%Iinr.s,q sA da m,mant. Syned, sealed latdoopin have been tra mnle ed to On Produn Approal AdmMsOmw and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. 5. 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. rTRINITY IERD 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: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 2507.9.3, 2507.9.5 on Heating 1507.2.3, 1507.S.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Pam ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, 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. UMrTAT1ONS: 5.1 This is a building code evaluation. Neither TrinityjERD 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. 5.4 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 AH) 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 Underlayment Asphalt Shingles Nail -On TileI Foam -On Tilei MetalI Wood ShakesItLShingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No S.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 II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Cerdffcote of Authorization #9503 FL3S216-R2 Revision 2: 04/27/201S Page 2 of 3 QOTaINITYIERD 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. 4 RhlnoRoof 1J20: 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 Single laver: Roof Slope > 4:12. 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 Double Laver 2.32 <,Roof Slooe <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. BUILDING PERMIT 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 QA requirements. 9. QUALITY ASSURANCE ENTITy: IntertekTesting Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Cerdfi[ ote 0f Authorlr0t10n #9503 FL1S2164t2 Revision 2: 04/27/2015 Page 3 of 3 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certiflcote of Authorization N9503 353 CHRISTIAN STREET, UNIT 813 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-112 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"l 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) 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 OCA ANE1983 AeatRr:rgy Y* ThefaahMhual.OPeaftwase dwlrad M Robert fmminen, Jr0u4 a` • 7 1S. This does not ww as an elecaonle ft attned 4uaP P.E.on a R /p aoeim.nt. SRtned, eeat.d hardcopks have been trwm4ud to the Product AWoval Administrator and to the named diem CEnrIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. 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. NTINI-fflERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof 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: Section Properties Standard year 1507.23,1507.53, 71507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1S07.93,1507.95 on Heating 1SO7.23, iS07.S.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 200S 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference at ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 12/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, 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 TrinitylERD 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. 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. S.S Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAeLF 1: RooF CovER OPrroNs Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles 6 Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No S.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 II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. EKwdor Research and Design, U.C. Evaluation Report 140S30.02.12-R2 Ceftifleote o/Authorization g9503 FLlSZ16-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 124 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 Slnitle Laver. Roof Slone > 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 :E 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 Double Laver• 2.12 < Roof Slone <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. BUILDING PERMIT 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 QA requirements. 9. QUALITY ASSURANCE ENTRY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design. LLG Evaluation Report 140510.02.12412 Certl/kote of Autborizotion #9503 FL15216R2 Revision 2: 04/27/201S Page 3 of 3 0211112015 13:41 UD P.0021004 MIAMI-DADS COUNTYMI® PRODUCT CONTROL SECTION 111101 SW 26 Street, ttoom 203 DEPARTMENT OF RECULATORY AND ECONOMIC RBSOURCES (Rn) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (7U)311-2590 F (786) 313.2599 NOTICE OF ACCEPTANCE (NOA) w-miAMIdadc.vnv/ecenaMV Southeastern Metals Maoufaeturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas wham allowed by the Authority Having Jurisdiction (AHJ): This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Poch unit shall bear a permanent label with the manufacturers name or logo` city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION 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 section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Collllaoo. R.A. Now No.: 13-0814.09 xo Expiration Date: 04/1S/19 Approval Data: 01/23/14 Page 1003 021111201 S 13:42 M P.0031004 ROOFING ASSI MMLY APPROVAL Category: Rooting Bub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Snecitlextfons Description Weather Vent Vent : 4- %" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch: MANU)E cruRING LOCATION 1. Jacksonville, FL EVi1DENCE SUBMITTZD Vest Aeencv Teat Identifier Test Name/Reoort Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027.02-01 01/07/14 APPROVZD APPLICATIONS: Deck Type: Wood Deck DeseripUoa: 156i" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3%" x 460 opening centered between layout litres and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust am debris. Installation: Vents should be evenly spaced on the rear 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 I-1/" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" 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.: 13-0814.08 Expiration Date: 04/1S/19 Approval Date: 01/23/14 Page 2 of 3 r N 0211112015 13A3 M P.0041004 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's 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 a 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 Identifiable marking of the manufacturer's 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 o • ROOF FLANGE NAIL PLACEMENT END OF TMS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04TS/19 Approval Dote: 01R3/14 Page 3 of 3 a o . ,A r' 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ cl Job Address: L4C Qed If& Historic District: Yes No Parcel I 40 b(tA/Ws 14 Residential Commercial Type of N'ork: New Addition Alteration Repair Demo Change of L se Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phon 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 I-AILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE, FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE 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. 1 understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 5i1 Edition (2013) 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 louncl to 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 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 when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dope in compliance with all applicable laws regulating constr n and zo ' g. 0 tiignawreufChtner/Agent Date SipnawrcufContractor'Agent Dat/ 1-7 V "`tt tawwnprrnrr i Print Owner/Agent's Name Print Contractor/ gent's Name O EXPIRES Signature of Notary -State of Florida (late . ignaturc of rnary-State of Florida Date = GEORGIA JUNE 8.2020 cy PUg,1G LLtCO e Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me dYtt 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: tMin. Occupancy Load: # of Stories: New Construction: Electric - # of Antps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised- June 30. 2013 Permit Application Revision Response Lments Permit #/:: 177'Q/-7I_ o Project Address: Contact: Daphne Ph: 407-257-6940 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 1152- 12a Z)) City of Sanford Building & Fire Prevention Division Ph: 407.688.SiS0 Fax: 407.688.SiS2 Email: building@sanfordfl.gov Submittal Date Fax: JONI General description of revision: Oy ROUTING INFORMATION Approvals 13 Building 4%:7 11 - 1- (-7 RECORD COPY oFORMR405-2014 z ao FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method l /aoProjectName: Loll 50ThornbrookeManchesterAGRSE Builder Name: TAYLOR MORRISON Street: Permit Office: /// City, State, Zip: FL, Permit Number: SAINFORD Owner: Jurisdiction:6 0DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2)RTM 1. New construction or existing New (From Plans) 9. Wall Types (2706.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13 0 1377.00 W b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1277.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1277.00 ft' 6. Conditioned floor area above grade (ft') 2138 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(358.9 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.23 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 86.67 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A fl' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.027 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b. Raised Floor R=19.0 78.00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/Floor Area: 0.168 Total Proposed Modified Loads: 62.74 PASSTotalBaselineLoads: 68.76 1 hereby certify that the plans and specifications covered by Review of the plans and g*OJE STgT this calculation are in compliance with the Florida Energy specifications covered by this__ Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: 14AAU4- Before construction is completed DATE: - _10/27L1.7 _ this building will be inspected for C a compliance with Section 553.908 1 hereby certify that this building, as designed, i in compliance Florida Statutes. CODwiththeFloridaEnergyCode. WE v OWNER/AGENT: - _ _- _ _ _ _ _ BUILDING OFFICIAL: DATE: -2% ( - 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. REVISION 10/27/2017 8:33 AM EnergyGauge© USA - FlaRes2014 Section R405.4.1 Compliant Software . Page 1 of 5 FhRM R405-2014 PROJECT Title: Lot 150ThornbrookeManchest Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2138 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street, Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-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 Blockt 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil10 Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood CarpelV 1 Raised Floor Main _--- ---- 78 ft' 19 0 0 1 2 Floor over Garage Main --_ -_- 42 f12 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft' 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emit( Emitt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Vented 300 1277 ft' N N 10/27/2017 8:33 AM 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) Main 38 Blown 1277 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype Space R_Value-Et-In-Et-In Area-R-Value_Fracfion_Absor._Grade%_ 1 NE Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft' 0 0 0.6 0 3 SE Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 ft' 0 0 0.6 0 5 S Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 ft' 0 0 0.6 0 6 SW Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 7 SW Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft' 0 0 0.6 0 8 NW Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 NW Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 39 2 10 8 22.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 ne 1 Vinyl Low-E Double Yes 0.34 0.31 45.0 ft' 1 ft 0 in 1 ft0 in None None 2 ne 2 Vinyl Low-E Double Yes 0.34 031 38.9 ft' 1 ft 0 in 11 ft 8 in None None 3 se 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft0 in None None 4 s 5 Vinyl Low-E Double Yes 0.58 0.32 22.7 ft' 10 It 6 in 0 ft 4 in None None 5 sw 6 Vinyl Low-E Double Yes 034 0.31 6.0 W 1 ft0 in 1 ft0 in None None 6 sw 6 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft0 in None None 7 sw 7 Vinyl Low- E Double Yes 0.34 0.31 9.1 ft' 1 ft 0 in 11 ft 8 in None None 8 nw, 8 Vinyl Low- E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 0 in None None 9 nw 8 Vinyl Low- E Double Yes 0.34 0.31 40.0 ft' 1 ft0 in 1 ft 0 in None None 10 nw 9 Vinyl Low-E Double Yes 0.34 0.31 58.3 ft' 1 ft0 in 11 ft 8 in None None 11 NW 9 Vinyl Low-E Double Yes 0.58 0.32 64.0 ft' 9 ft 0 in 0 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451ft' 451ft' 64ft 8ft 1 10/ 27/2017 8:33 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 mpm Rdns-gn1A INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000292 1639.1 89.99 169.23 .2627 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF.8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None W DUCTS Supply -- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolingjr 1 Jan ((ii Feb [ j Mar HeatinfX Jan (XI Feb Mar Ventin [ J Jan [) Feb [X1] Mar Ceiling Fans: 1 A r i may rl Jun JXJ Jul rl Au [ X] Sep j 1 Oct 1 APr f May [ ] Jun Jul Au[ ] Sepp f 1 Oct Xj A r [ JJ Ma [ J Jun Jul Aug [ J Se [X] Oct Nov Nov Nov Dec Dec Dec 10/ 27/2017 8:33 AM 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 10/27/2017 8.33 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM F2405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 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 (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC. SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC. SHGC=0.32 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. Raised Floor c other (see details) FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft2 b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft 1 c. Frame - Wood, Adjacent R=13.0 231.00 fl' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1277.00 ft' 2138 b. N/A R= W c. N/A R= fl' Area 272.23 ft' 11. Ducts R ft' a. Sup: Attic, Rel: Main, AH: Main 6 427.6 86.67 fl' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 42.0 SEER:15.00 ft' 3.027 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 78.00 ft' R= 42.00 ft' 13. Healing 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: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat OF HE STq a a CODWIE 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. 10/27/2017 8:33 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1 DEL -AIR Manual S Compliance Report mumo • loge Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Design Conditions Job: Lotl50ThornbrookeMan... Date: 6/4/2014 By. FJF Outdoor design DB: 92.5°F Sensible gain: 30081 Btuh Entering coil DB: 76.8°F Outdoor design WB: 76.3°F Latent gain: 5114 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 35195 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Sensible capacity: 34327 Btuh 114% of load Latent capacity: 5255 Btuh 103% of load Total capacity: 39582 Btuh 112% of load SHR: 87% Design Conditions Outdoor design DB: 41.7°F Heat loss: 24343 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: • Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230•++TDR Actual airflow: 1450 cfm Output capacity: 39236 Btuh 161% of load Capacity balance: 27 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 112% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. C Wri htSOft` 2017.Oct-27 08 32 20 9 Right-Suilee Universal 2017 17.0.23 RSU24011 page 1 ACC* ... eslerAGRSE\LoI150ThornbrookeMancheslerAGRSE rup Calc . M.18 House laces: SE DEL --AIR Component Constructions HOMO-A M 0 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lotl50ThornbrookeMan... Date: 6/4/2014 By: FJF Project• For: TAYLOR MORRISON Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain n+ Bluhl[P.-F fly •Frafuh 8u,hN etuh Btuhm' efuh Walls 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int ne 374 0.091 13.0 2.58 962 2.34 875 fnsh, 2"x4" wood frm, 16" o.c. stud se 240 0.091 13.0 2.58 618 2.34 562 sw 398 0.091 13.0 2.58 1024 2.34 931 nw 200 0.091 13.0 2.58 515 2.34 469 all 1211 0.091 13.0 2.58 3119 2.34 2838 13A-7.5ocs: Blk wall, stucco exl, r-9 exl bd ins, 8" thk, 1/2" gypsum ne 330 0.095 7.5 2.69 886 1.67 550 board int fnsh se 47 0.095 7.5 2.69 125 1.67 78 s 30 0.095 7.5 2.69 81 1.67 50 sw 341 0.095 7.5 2.69 916 1.67 568 nw 158 0.095 7.5 2.69 424 1.67 263 all 905 0.095 7.5 2.69 2433 1.67 1509 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5 It window ht, 1 It se sep.); 6.67 ft head ht sw nw nw all 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft window ht, nw 11.67 ft sep.); 6.67 ft head ht all IOC-v: 2 glazing, clr low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 1/8" thk, NFRC rated (SHGC=0.32); 10.5 ft overhang (8 ft window ht, 0.33 It sep.): 6.67 ft head ht 2A-2ov. 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 it window ht, 1 it sep.); 6.67 It head ht 208 0.091 13.0 2.58 536 1.44 300 45 0.340 0 9.62 433 27.1 1219 30 0.340 0 9.62 289 25.6 769 15 0.340 0 9.62 144 25.6 384 30 0.340 0 9.62 289 27.1 813 40 0.340 0 9.62 385 27.1 1084 160 0.340 0 9.62 1540 26.7 4269 39 0.340 0 9.62 374 27.1 1053 58 0.340 0 9.62 561 27.1 1579 97 0.340 0 9.62 935 27.1 2632 23 0.580 0 16.4 372 11.8 267 6 0.340 0 9.62 58 24.4 146 C Wrl htSOft` 2017.Oc1.27 08:32:20 9 Right.Suile® Universal 2017 17.0.23 RSU24011 page 1 ACC%.esierAGRSE\Lotl50ThornbrookeManchesterAGRSE.rup Calc = MJ8 House faces SE 2A-2ov'2 glazing, cir low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, sw 9 0.340 0 9.62 88 27.5 250 1/8" lhk; NFRC rated (SHGC=0.31): 1 ft overhang (4.2 If window ht, 11.67 If sep.); 6.67 It head ht 2A-2ovd: 2 glazing, cir low-e ouir, air gas, vnl frm mat, cir innr, 1/4" nw 64 0.580 0 16.4 1050 32.0 2047 gap, 1/8" thk: NFRC rated (SHGC=0.32); 9 ft overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 23 0.390 0 11.0 250 12.0 272 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1277 0.026 38.0 0.74 939 1.41 1801 gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" lhkns, r-19 cav ins, amb ovr 78 0.050 19.0 1.41 110 0.71 55 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 C WI"1 htsoft' 2017.Oct-2708:32-20 9 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 2 esterAGRSE\L0l l50ThornbrookeManchesterAGRSE.rup Calc a MJ8 House laces: SE EL -AIR Project Summary Job: Lot150ThombrookeMan... 7 Date: 6/4/2014 MO • wR COM1111mint0 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax, 407-333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 6117/16 JA LS 2115/17 JA LS 5/31/17 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19504 Btuh Ducts 4839 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24343 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2 2138 2138 Volume (ft3) 22293 22293 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 152 78 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-042-230-19 AH R I ref 10258591 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 22752 Btuh Ducts 7329 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 30081 Btuh Latent Cooling Equipment Load Sizing Structure 3654 Btuh Ducts 1460 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5114 Btuh Equipment Total Load (Sen+Lat) 35195 Btuh Req. total capacity at 0.75 SHR 3.3 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBA27UHE-042-230•++TDR AHRI ref 10258591 Efficiency 8.5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10500 Btuh Temperature rise 26 OF Total cooling 42000 Btuh Actual air flow 1450 cfm Actual air flow 1450 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 27 OF Backup: Input = 8 kW, Output = 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsott' RSU24011 2017.Oct-27 08:32:20 Right -Suite® Universal 2017 17 0.23 Page 1g esterAGRSSLoilSOThombrookeManchesterAGRSE.rup Calc a MJ8 House laces SE DEL --AIR deaf • M dxtmnmmra Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone 407.333.2665Fax: 407.333.3853 Web- WWW.DEL-AIR.COM Job: Lot150ThombrookeManche... Date: 6/4/2014 By: FJF t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 It 9.2 It 2434.5 f12 family rm 32.0 11 9.3 It heat/Cool MO x 17.0 It 255.0 ft2 Ty mf lion U-value BiuWIR-*F) Or HTM Btuhlfig Area (((I or perimeter (It) Load atuh) Area (fig or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 L_G12C-Osw 2A-2ov 0.091 0.340 ne ne 2.58 9.62 2.34 27.09 419 45 374 0 SW 433 875 1219 0 0 0 0 0 0 0 0 yJ G M-7.5ocs I 2A-2ov 0.095 0_340 no ne 2.69 9.62 1.67 27.09 369 39 330 0 886 374 550 1053 159 0 159 0 426 0 264 0 11 Vy L i..2A_2ov 12C-Osw 0.09170 0.340 se_ 2.58 9-62 2.34 25.62 270 30 240 4 618 M 562 769 0 0 0 0 0 0 0 0 0 0Wim-7.5ocs 13A-7.5ocs iOG_v 0 095 se 2_69 1.67 47 47 125 78 0 0 0.095 0.580 s s_ 2.69 16.41. 1.67 1.L7.9 53 23 30 23 81 372 so 0 0 0 0 0 0 0 0 1- I--f 12C-Osw 2A-2ov 2A-2qv 13A-7.5ocs 2A_2ov 12C-Osw 2A-2ov 28_21v 13A-7.5ocs 2A-2ov 2A-2ovd 0.091 0.340 0_340 0.095 0.340 0.091 0.340 0.340 sw sw sw sw sw_ nw nw nw 2.58 9.62 9.62 2.69 9.62 2.58 9.62 9_82 2.34 24.35 25 62 1.67 419 6 15 398 1 2 1024 58 144 931 146 384 0 0 0 0 0 0 0 0 0 0 0 0 yl G 350 9 341 0 916 88 568 250 0 0 0 0 0 0 0 0 l 27-52 2.34 27.09 27.09 270 30 40 200 0 0 515 289 385 424 561 1050 469 813 1064 263 1579 2047 0 0 0 0 0 0 0 0 0 0 0 0C 0.095 0.340 0.580 nw nw nw 2.69 9.62 16.41 1.67 27.09 31.98 280 58 64 158 0 0 140 0 64 76 0 0 204 0 1050 127 0 2047 P L-0 12C-Osw IIDO 16B-380 0.091 0_390 0.026 n 2.58 11.04 0.74 1.44 11.99 1.41 231 23 1277 208 23 536 250 300 272 0 0 0 0 0 0 0 0 C 1277 939 1801 0 0 0 0 F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P-19t 0.050 1.41 0.71 42 42 59 30 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1158 118 3291 0 255 32 896 0 6 c) AED excursion 1050 454 Envelope loss/gain 14778 17465 2577 2891 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2410 4 920 0 Subtotal (lines 6 to 13) 19504 22752 3147 3992 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 259/a 1 32%1 0 0 0 19504 4839 0 0 0 22752 7329 toy. 10% 0 0 0 3147 315 0 0 0 3992 399 Total room bad Air required (cfm) 1 1 24343 1450 30081 1450 1 3462 1 " 4391 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofrt- 2017.Oct-27 08 32 20 Right -Suite® Universal 2017 17.0.23 RSU24011 Page t esterAGRSE\Lolt50ThornbrookeManchesterAGRSE.rup Calc = MJ8 House faces: SE DEL --AIR tNUM • ate camnama Right-J® Worksheet Entire House DEL -AIR HEATING & AIR ho ne: 531 CODISCO WAY, SANFORD, FL 32771 hone:407.333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 150ThornbrookeManche... Date: 6/4/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr I'm 29.0 It 9.3 It heal/cool 15.0 x 140 It 210.0 111? mstr bth 11.5 It 9.3 It heat/cool 1.0 x 91.0 If 91.0 112 Ty Construction number U•value Btuh/ft;•F) Or HTM atulVft2) Area (I(q or perimeter (It) Load Btuh) Area (Itx) or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 yJ 1- _G 12C-0sw 2A•2ov 0.091 0.340 ne ne, 2.58 9.62 234 27A9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl f 13A-7.5ocs 2A-2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1---G 12C-Osw 2A_2ov 0.091 0.340 se se_ 2.58 9.62 2.34 25.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A=7.Socs 0_095 0.095 580 se 2_69 1.67 0 0 0 0 0 0 0 0 0 yl L-C 13A•7.Socs 0C s s_ 2.69 16.41. 1.67 9 0 0-0-0-0-0 0 U 0 0 0 0 0 0 V)I 120-0sw 2A-2ov 2A•2ov 13A-7.Socs 2A_2ov 0.091 0.340 0340 0.095 340 sw sw sw sw sw_ 2.58 9.62 962 2.69 9.62 2.34 24.35 25;62 1.67 Z52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01---- fC yyll L-C' 131 0 131 0 351 0 218 0 107 0 107 0-0-0 288 179 12C-Osw 2A-2ov, 2B-21v 0.091 0.340 0340 0.095 0.340 0 SW nw nw, nw 2.58 9.62 962 2.69 9.62 16.41 2.34 27.09 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i3A-7.5ocs 2A•2ov 2A-2ovd nw nw, nw 1.67 27.09 31.98 146 58 0 82 0 0 220 561 Q 136 1579 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-Osw 1160 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0. 0.74 1.41 00 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P.1% 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•tpi 0.989 27.99 0.00 210 29 812 0 91 12 322 0 6 c) AED excursion 407 14 Envelope loss/gain 1943 2340 610 165 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2460 3333 815 230 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 10y. IOY. 0 0 0 2460 2,W 0 0 0 3333 333 10%. to* . 0 0 0 815 82 0 0 0 230 23 Total room bad Air required (c1m) 2706 161 3667 177 897 53 253 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC 1\ wrightsoft' 2017 Oct 27 0 Right -Suite® Universal 2017 17 0 23 RSU24011 Page 2 esterAGRSE\Lotl50ThornbrookeMancheslerAGRSE rup Calc - M.18 House laces: SE DEL -AIR trurrtto - as ammntormm Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC. 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 ax. 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 6.0 It 9.3 It heat/cool 6.0 x 6.0 It 36.0 f12 pwdr 10.5 it 9.3 it heat/cool 6.0 x 5.5 it 33.0 ft2 Ty Construction number U•value BtutVl12••F) Or HTM atuh/(t2) Area (It2) I or perimeter (It) Load Btuh) Area (112) I or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 W 1--1 12C-0sw 2A•2ov 0.091 340 se n _ 2.58 9.62 2.34 27.09 0 0 0 0 0 00 0 0 0 0 0 0 0 0 yl G 13A•7.5ocs 2A-2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yVyl L--G..2A:2ov 12C-Osw 0.091 0.340 se 2.58 2.34 0 0 0-0-0 0 0 0-0-0-0 0 0 0 W M-77.5ocs 0.0095 se_ se s s_ 9.62 2.69 25.62 1.67 0 0 0 0 47 47 125 78 Y-G. I3A•7.5ocs UOC.v 0.095 0.580 2.69 MAL 1.67 11.79 0 0 0 0-0-0-0-0 6 0 0 0 0 0 0 V612C-Osw 2A-2ov 2A•2ov 13A-7.5ocs 2A:2ov 0.091 0.340 0_W 0.095 0.340 sw Sw sw sw sw_ 2.58 9.62 9_62 2.69 9.62 2.34 24.35 2562 1.67 27-52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yy/l t-G 56 0 56 0 151 0 93 0 51 9 42 0 113 88 70 250 12C-Osw 2A•2ov 28_21v 0.091 0.340 0.340 r1w r1w nw 2.58 9.62 9.62 2.34 27.09 27.09 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-7.5ocs 2A-2ov 2A•2ovd 0.095 0.340 0_58Q r1w nw nw 2.69 9.62 16.41 1.61 27.09 31.98 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 L-0 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613,38ad 0.026 0.74 141 0 0 0 0 0 0 0 0 F 20P•19l 0.050 141 0.71 0 0 0 0 0 0 0 0 F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.99 0.00 36 6 168 0 33 11 294 0 6 c) AED excursion 40 60 Envelope loss/gain 318 53 620 458 12 a) Infiltration b) Room ventilation 107 0 34 0 187 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (Imes 6 to 13) 1425 687 807 517 14 15 Less external load Less transfer Redistribution Subtotal Ouct bads 10% 10°/u 0 0 0 425 43 0 0 0 687 691 1IN. 10% 0 0 0 807 81 0 0 0 517 52 Total room load Air required (cfm) 1 468 28 755 36 1 888 1 53 569 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C- wrightsoft- 2017-OCI.27 08.32.20 Right•Sune® Universal 2017 17.0.23 RSU24011 Page 3 esterAGRSE1LoI150ThombrookeManchesterAGRSE.rup Calc = MJ8 House laces: SE 1 DEL -AIR rearm • ea oorrullmma Right-J® Worksheet Entire House DEL -AIR HEATING & AIR PNDITIONING531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333.3853 Web: WWW.OEL-AIR COM Job: Lot ISOThornbrookeManche... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr we 0 it 9.3 It heat/cool 3.5 x 6.5 It 22.8 112 mstr wic 0 it 9.3 It heat/cool 5.5 x 10.0 It 55.0 ft2 Ty Construction number U-value Bluhl(t2-*F) Or HTM letuh/f12) Area (fig or perimeter (II) Load 81uh) Area (119 or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VII C 12C-Osw 2A-2w 0.091 0.340 no ne 2.58 9.62 2.34 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 2A•2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 0.340 se 2.58 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A:2ov 13A-7.5ocs 0.095 se_ se 9.62 2.69 25.62 1.67 0 0 0 0 0 0 0 0 LyJ G.10G_v 13A•7.5ocs 0.095 SW s s_ 2.69 16.41 1.67 1119 0 0 0 0 0 O 0 0 0 0 0 0 0 n 6 n yl YLG 12C-0sw 2A-2ov 2A•20v 13A•7.5ocs 0.091 0.340 0.340 0.095 0.340 0.091 0.340 0.340 0.095 0.340 Q 5i30 0.091 0.390 sw sw sw sw 2.58 9.62 9_62 2.69 9.62 2.34 24.35 25_421.67 2Z52 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 0 0 2A:80v 1210-0sw 2A•2ov 2B•21v 2A-2cry 2A•2ovd 1210-0sw 1100 sw_ nw nw nw r1w nw nw 2.58 9.62 9.62 2.69 9.62 16.41 2.34 27.09 27.09 1.67 27.09 31.98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILR13A-7.5ocs 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 P L-0 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168 0.026 0.74 1.41 0 0 0 0 0 0 0 F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 23 0 0 0 55 0 0 0 6 c) AEO excursion 0 0 Envelope loss/gain 10 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 5 Subtotal (lines 6 to 13) 0 5 0 5 14 15 Less external load Less transfer RecLstrnbulion Subtotal Duct loads 10% 10% 0 0 0 0 0 0 0 0 5 0 t0% 10% 0 0 0 0 0 0 0 0 5 0 Total room bad Air required (c(m) 1 0 0 5 0 0 0 5 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsoft 2017.Oc1.27 08:32 20 Righl•Suile Universal 2017 17.0.23 RSU24011 page 4 eslerAGRSElLotI5OThornbrookeManchesterAGRSE.rup Calc = M.18 House faces: SE RDEL-AIR111aw0 -11w CO fIwmlY Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINq531CODISCOWAY, SANFORD. FL 32771 hone: 407-333.266S ax: 407.333.3953 Web: WWW.DEL-AIR.COM Job: Lott SOThornbrookeManche... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 it 93 It heat/cool 15.0 x 10.0 It 150.0 It= kitchen 186 It 9.3 it heat/cool 1.0 x 305.0 it 305.0 Its Ty Construction number U-value Stuh/ftz-F) Or HTM 13tuh/II1 Area (ft2) or perimeter (it) Load Stuh) Area (Its or perimeter (11) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 2A•2ov 12 & tw 0.091 0. 340 se ne 2. 58 9. 62 2. 34 27. 09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 2A• 2ov 0. 095 0. 340 se no 2. 69 9. 62 1. 67 27. 09 93 39 54 0 146 374 91 1053 117 0 117 0 314 0 194 0 11 yl G.. 2A_2w 12C. Osw 0.091 0. 340 se 2.58 9. 62 2. 34 25. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 13A_7.5ocs 13A• 7.5ocs J0C_ v 0. 095 se_ se 2_69 2. 69 1fi.. 41. 1. 67 0 0 0 0 0 0 0 0 0. 095 0 580 s 1.67 IL7. 9 0 0 0 n 0 a 0 0- 23-23 53 30 81 372 50 26Z yl t- G. 12C- Osw 2A• 2ov 2A• 2ov 13A• 7.5ocs 2A_ 2av 0. 091 0. 340 0_ 340 0. 095 0. 340 sw sw sw sw sw_ 2. 58 9. 62 9_ 62 2. 69 9. 62 2. 34 24. 35 2562 1. 67 27. 52 2. 34 27. 09 27. 09 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 5 0- 0-0-0 5 13 8 0 0 0 v 6 12C- Osw 2A- 2ov 28_ 21v 0. 091 0. 340 0. V nw nw nw 2. 58 9. 62 9_ 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A• 7.5ocs 2A- 2ov 2A• 2ovd 0. 095 0. 340 0. W, nw, nw nw 2. 69 9. 62 16. 41 1. 67 27. 09 31. 98 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 I-- 0 12C- Osw 1160 0. 091 0 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 231 23 208 23 536 250 300 272 C 168-38ad 0. 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P.191 050 1,41 0.71 0 0 0 0 0 0 0 0 F 22A•Ipf 0.989 27.99 0.00 ISO 10 280 0 305 19 520 0 6 c) AED excursion 36 133 Envelope losstgain 800 1108 2085 958 12 a) IMdlration b) Room ventilation 178 0 56 0 332 0 105 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 0 0 0 1200 Subtotal ( lines 6 to 13) 978 1394 2418 2263 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10-/0 0 0 0 978 98 0 0 0 1394 139 10% 10% 0 0 0 2418 242 0 0 0 2263 226 Total room load Air required (clm) 1076 64 1534 74 2659 158 2490 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ZA - Fk wriightsoft- 2o17.0c1.27 08:32:20 Right - Suite® Universal 2017 17 0.23 RSU24011 Page 5 ACeslerAGRSE\ Lo1150ThornbrookeManchesterAGRSE.rup Cak a M.18 House laces: SE DEL --AIR rs"N • 3 oomnmaxa Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONINC531CODISCOWAY, SANFORD. FL 32771 hone: 407-333-2665 ax: 407.333-3853 Web WWW DEL-AIR.COM Job: Lot150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 32.0 It 9.0 It heat/cool 15.0 x 17.0 It 255.0 It2 rm 2 26.0 It 9.0 It heat/cool 15.0 x 11.0 It 165.0 112 Ty Construction number U•vafue Btuh/(t2••F) Or HTM 81uh/(12) Area (III or perimeter (ft) Load Btuh) Area (III or perimeter (Iq Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VY G 12C Osw 2A•2ov 0.091 0340 ne ne 258 9.62 2.34 27.09 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 yl G 13A-7.5ocs 2A-2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y L-- G..2A_2ov 12C-Osw 0.091 0.340 se se_ se s S_ 2.58 9.62 2_69 2.69 16.4.1. 2.34 25.62 1.67 1.67 11.7..9 2.34 24.35 25_62 1.67 27.52 2.34 27.09 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W13A_7.Socs 0_095 0.095 0.580 0 0 0 0 t3A•7.5ocs it0C_v 0 0 0 n 0 0-0-0-0 0 0 0 0 0 0 0. t-G..2A_2ov 12C-Osw 2A•2ov 2A•2ov 13A-7.5ocs 0.091 0.340 0_340 0.095 0.340 sw sw sw sw sw_ rtw my mwv 2.58 9.62 9_62 2.69 9.62 2.58 9.62 9_62 2.69 9.62 16_41 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 256 0 0 232 0 0 0 0 135 0 40 0 0 95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 246 813 0 v j 12C-Osw 2A•2ov 28.21v 13A-7.5ocs 2A-2ov 2A•Zovd 0.091 0.340 0.340 245 0 385 0 0 0 223 0 1084 135 30 0 105 0 0 270 289 0 0.095 0.340 0580 n, rnv nw 1.67 27.09 31_98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-0 12C•Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 166 0.74 1.41 255 255 188 360 165 165 121 233 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-igt 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•Ipl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 285 213 Envelope loss/gain 1211 2309 935 1736 12 a) Infiltration b) Room ventilation 550 0 174 0 447 0 142 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1761 2484 1382 1878 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 44% 59% 0 0 0 1761 778 0 0 0 2484 1464 44% 59'/a 0 0 0 1382 fill 0 0 0 1878 1107 Total room load Air required (clm) 2539 151 3948 190 1 1993 119 2985 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017.Oct-27 08 32.20 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 6 eslerAGRSE\LOI15OThornbrookeManchesterAGRSE.rup Calc a M.18 House laces: SE DEL --AIR armem • M omtarmmm Right-JO Worksheet Entire House DEL -AIR HEATING & AIR ho ne: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL•AIR.COM Job: Lot 150ThornbrookeManche... Date: 6/4/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 8.0 It 9.0 It heat/cool 6.0 x 8.0 It 48 0 fl2 bth 3 12.0 It 9.0 It heat/cool 6.0 x 12.0 It 72.0 ft2 Ty Construction number U-value 81uhH(2-•F) Or HTM BtutVIII Area (III or perimeter (ft) Load Btuh) Area (III or perimeter (h) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W G 12C•Osw 2A-2ov 0.091 0.340 ne ne 2.58 9.62 2.34 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A•7.5ocs 2A-2ov 0.095 0.340 no no 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy 1-G..2A_2ov 12C-Osw 13A-7.5ocs 0.091 0.340 O.l><35 se se_ se 2.58 9.62 2 69 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2512 1.67 0 0 0 0 0 0 0 0 0 13A.7.5ocs Ocw 0.095 0.580 s s_ 2.69 16.41-1t_Z9 1.67 0 n 0 0 0 0 6 0 0 0 0 0 0 0 0 yI I--( 12C-Osw 2A-2ov 2A•2ov 13A-7.5ocs 0.091 0.340 0340 0.095 0.340 sw sw sw sw sw_ nw nw rrw 258 9.62 2_62 2.619 2.34 24.35 25_62 1.67 72 6 0_ 66 1 9 170 58 0 155 146 0 108 0 0 108 0 0 278 0 0 253 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I 2A_2ov 12C-Osw 2A•2ov 28.21v 0 091 0.340 0.340 9.62 2.58 9.62 9.62 2L52 2.34 27.09 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01----1( 13A-7.5ocs 2A-2ov 2A•2ov_4 0.095 0.340 0.580 rry nw nw 2.69 9.62 16.41 1.67 27.09 31.98 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 LD 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168.38ad 0.026 0.74 1.41 48 48 35 68 72 72 53 102 F 20P•l9t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2013•19t 0.050 1.41 0.71 0 00 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 23 Envelope loss/gain 263 413 331 331 12 a) Infiltration b) Room ventilation 137 0 44 0 206 0 65 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 401 457 537 397 14 Less external load Less transfer Redistribution Subtotal Duct loads 1 44% 59% 0 0 0 401 177 0 0 0 457 269 449/6 599% 0 0 0 537 237 0 0 0 397 234 r Total room load Air required (clm) 577 34 726 35 1 1 775 46 630 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-1- -Fk- wrilghtsoft' 2017.0ct-27 08:32:20 A^Zr$-, Right -Suite® Universal 2017 17 0.23 RSU24011 Page 7 esterAGRSE\Lot150ThornbrookeManchesterAGRSE.rup Calc- MJ8 House laces: SE DEL --AIR MM - aw cm rmmro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONIN 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot ISOThornbrookeManche... Date: 6/4/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 33.0 It 9.0 It heat/coal 1.0 x 161.8 It 161.8 ft2 nn 3 wic 4.0 It 9.0 1t heat/cool 4.0 x 5.0 It 20.0 It2 Ty Construction U•value BlutV(12-eF) Or HTM Btuh/It2) Area (III or perimeter (It) Load Btuh) Area (It2) or perimeter (II) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yI L__G 12C-Osw 2A•2ov 0.091 Q.340 ne ne 2.58 9.62 2.34 27.09 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 yl f 13A•7.5ocs 2A•2w 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl VLC. 12C-0sw 2A_2ov C691 0.340 se se_ 2.58 9.62 2.9 25.62 126 15 111 2 286 144 260 38.4 36 0 0 36 0 93 0 84 0 W 13A-7.5w_s 0.095 se 1.67 0 0 0 0 0 0 0 ILG13A7.5ocs UOGv 0.095 s 914 2.69 16.41 1.67 113a 0 0 0 n-0-0-0-0 0 0 0 0 0 0 0 Val 12C-0sw 2A-2ov 2A•2ov 13A•7.5ocs 0.091 0.340 Q340 0.095 0.340 0.091 0.340 0.340 sw sw sw sw sw_ r1w r1w my 2.58 9.62 962 2.69 9.62 2.58 9.62 LQ 2.69 9.62 16.41 2.34 24.35 25_62 1.67 27.52 2.34 27.09 27.09 1.67 27.09 31.98 108 0 15 93 0 2 240 0 144 218 0 384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fes' C yyJJ L-C' 0 0 0 0 0 0 0 0 0 0 0 0 0 02A:2ov 1210-0sw 2A-2ov 28_21v 13A•7.5ocs 2A•2ov 2A-2ovd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.095 0.340 I r1w rrw nw 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 P L-0 12C•Osw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 C 16B-38ad 0.0261 0.74 1.41 162 162 119 228 20 20 1 F 20P•19t 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P-191 0. 1.41 0.71 29 29 41 21 9 9 13 7 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 105 8 Envelope loss/gain 1246 1594 120 III 12 a) Infiltration b) Room ventilation 567 0 ISO 0 69 0 22 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1813 1773 189 133 14 15 Less external load Less transfer Redtstntxmon Subtotal Duct bads 441/6 1 59% 0 0 0 1813 801 0 0 0 1773 1045 44% 595/6 0 0 0 189 84 0 0 0 133 78 Total room bad Air required (clm) 2615 156 2819 136 1 1 273 16 211 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A41- wrightsoft- 2017-Oct•27 08:32:20 CZk Right -Suite® Universal 2017 17.0.23 RSU24011 Page 8 esterAGRSE\Lo115OThornbrookeManchesterAGRSE.rup Calc = M.18 House faces SE RDEL--AIRroom • m L1 I1mmm Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327C9ND407ION26NCFax: 407-333.3853 Web: WWW DEL -AIR COM Job: Lot150ThornbrookeManche... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 If 9.0 It heat/cool 12.0 x 12.0 It 144.0 112 loft 10.5 It 9.0 If heat/cool 15.0 x 10.5 If 157.5 02 Ty Construction number U-value Bluh/1(2••F) Or HTM BtuhHt2) Area (III or perimeter (ft) Load 8tuh) Area (It2) or perimeter (It) Load Elf h) Heat cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 12C•Osw 2A•2ov 0.091 0.340 se no 2.58 9.62 2.34 27.09 108 15 93 0 240 144 218 406 95 30 65 0 166 289 151 813 yl t-G 13A-7.5ocs 2A•2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl G 12C-Osw 2Ae2ov 0.091 0.3.40 se se_ 2.58 9.62 2.34 2512 108 15 93 2 240 144 218 36.4 0 0 0 0 0 0 0 0 W 13A_7.Socs 13A•7.5ocs j0C_v. 0.095 se 2_69 2.69 16.4.1. 1.67 0 0 0 0 0 0 0 0 0.095 0.580 s s_ 1.67 11.79 0 0 0 n 0 0 0 0 0 0 0 0 0 e 0 0 yl C..2A_2ov 12C-0sw 2A•2ov 2A•2ov 13A•7.5ocs 0.091 0.340 0340 0.095 0.340 sw sw AAL sw sw_ 2.58 9.62 62_ 2.69 9.62 2.34 24.35 2562 1.67 27..52 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 v C C 12C-0sw 2A-2ov 28-21v 0.091 0.340 0.340 nw nw rnv 2.58 9.62 9_62_ 2.34 27.09 27.09 1.67 27.09 31.98 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 t--GG 13A•7.Socs 2A•2ov 2A•2ovd 0.095 0.340 0.580 rnv nw nw 2.69 9.62 16.41. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-0 12C-0sw IIDO 0. 091 0_ 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168 0.026 0.74 1.41 144 144 106 203 156 158 116 222 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P•19t 0.050 1.41 0.71 3 3 4 2 0 0 0 0 F 22A•tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 69 Envelope loss/gain 878 1473 571 1117 12 a) Infiltration b) Room ventilation 412 0 131 0 180 0 57 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 11291 1604 751 1174 14 Less external load Less transfer Redistribution Subtotal Duct bads 44% 59% 0 0 0 1291 570 0 0 0 1604 946 44% 59% 0 0 0 751 332 0 0 0 1174 692 r Total room bad Air required (c(m) I 1861 III 2550 123 1 1083 65 1866 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG A wrightsoft' 2017-Oct-27 08:32 20 Right- Suile® Universal 2017 17.0.23 RSU24011 Page 9 esterAGRSE\ LoilSOThornbrookeManchesterAGRSE rup Calc - M.18 House laces: SE 1 DEL -AIR TZrrtM • M rxa rlmmro Right-JO Worksheet Entire House DEL -AIR HEATING & AIR ho ne: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407.333.3863 Web: WWW.DEL-AIR.COM Job: Lot ISOThornbrookeManche... Date: 6/4/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3.5 It 9.0 11 heat/cool 1.0 x 253.5 It 253.5 It2 Ty Construction number U-value Bluh/I12-11F) Or HTM Btuh/112) Area (112) or perimeter (It) Load Bluh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W C 12C-Osw 2A•2ov 0.091 0.340 se ne 2.58 9.62 2.34 27 0 0 0 0 0 0 0 0 yl mil' 13A•7.5ocs 2A•2ov 0.095 0.340 ne ne 2.69 9.62 1.67 27.09 0 0 0 0 0 0 0 0 11 yl G..2A,2w 12C-0sw 0.091 0.340 se 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-7.5ocs se_ 9.(Q 25.62 1.67 0 0 0 0 13A-7.5ocs a0C_v 0.095 0.580 s s_ 2.69 16.41. 1.67 11.79 0 0 0 0 0 0 0 0 Y F-C G yyll C 12C-Osw 2A-2ov 0.091 0.340 0.340 0.095 0.340 sw sw sw sw sw_ 2.58 9.62 9.62 2.69 9.62 2.34 24.35 2.5.62 1.67 2Z52 32 0 0 32 0 0 81 0 0 74 0 02A•2ov 13A17.5ocs 2..2ov 0 0 0 0 0 0 0 0 120-0sw 2A-2ov 0.091 0.340 0.340 nw nw nw 2.58 9.62 9.62 2.34 27.09 0 0 0 0 0 0 0 0 0 0 0 028-21v 13A-7.5ocs 2A-2ov 2A-2ovd 0.095 0.340 0.580 rsv nw r w 2.69 9.62 16.41 27.(n1.67 27.09 31.98 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 12C-Osw 1100 0.091 0.390 n 2.58 11.04 1.44 If. 99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 254 254 187 358 F 2OP-19t 0.050 1.41 0.71 0 0 0 0 F 20P•19t 050 1.41 0.71 0 0 00 F 22A•tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 25 Envelope loss/gain 268 406 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 328 425 14 Less external load Less transfer Redistribution Subtotal Duct loads 44% 59% 0 0 0 328 145 0 0 0 425 251 r Total room load Air required (cfm) 473 28 676 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoff t- 2017.Oc1-27 08:32:20 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 10 esterAGRSE\Lot150ThornbrookeManchesterAGRSE rup Calc = M.18 House faces: SE 1 DEL -AIR Duct System Summary Job: Lotl50ThornbrookeMan... atmg 1 tta mtl] Date: 6/4/2014 1 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web. WWW OEL•AIR.COM For: TAYLOR MORRISON External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1450 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1450 cfm 161 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (it) Fig.Egv Ln (ft) Trunk bth 2 c 726 34 35 0.308 4.0 Ox 0 VIFx 8.0 70.0 bih 3 h 775 46 30 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm c 1534 64 74 0.183 6.0 Ox 0 VIFx 41.3 90.0 st2 family rm c 4391 206 212 0.167 8.0 Ox 0 VIFx 53.7 90.0 st2 kitchen h 2659 158 120 0.193 8.0 Ox 0 VIFx 34.6 90.0 st2 loft c 1866 65 90 0.239 6.0 Ox 0 VIFx 15.5 85.0 SO mstr blh h 897 53 12 0.157 5.0 Ox 0 VIFx 48.0 105.0 St3 mslr rm c 3667 161 177 0.149 9.0 Ox 0 VIFx 55.9 105.0 St3 mstr we c 5 0 0 0.154 4.0 Ox 0 VIFx 50.5 105.0 St3 msir wic c 5 0 0 0.158 4.0 Ox 0 VIFx 46.4 105.0 St3 open to below c 3948 151 190 0.217 8.0 Ox 0 VIFx 25.5 85.0 SO pwdr h 888 53 27 0.185 5.0 Ox 0 VIFx 39.6 90.0 st2 nn 2 c 2985 119 144 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2550 111 123 0.212 6.0 Ox 0 VIFx 28.0 85.0 SO rm 3 wic h 273 16 10 0.216 4.0 Ox 0 VIFx 26.1 85.0 SO rm 4 h 2615 156 136 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 676 28 33 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 755 28 36 0.184 4.0 Ox 0 VIFx 40.3 90.0 st2 Wrl htSOft' 2017.Oct•2708:32:21 9 Righl•Suile® Universal 2017 17.0 23 RSU24011 Page 1 ACCA...eslerAGRSE\Loll50ThornbrookeManchesterAGRSE.rup Calc - M.18 House laces: SE Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 343 413 0.212 526 12.0 0 x 0 VinlFlx st3 Peak AVF 215 189 0.149 393 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 724 659 0.149 519 16.0 0 x 0 VinlFlx 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 Mall Trunk rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx wrightsoft' Right-Suile® Universal 2017 17 0.23 RSU24011 A.esterAGRSE\LoilSOThornbrookeManchesiorAGRSE.rup Calc . MJ8 House laces: SE 2017.Oc1•27 08:32 21 Page 2 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 150ThornbrookeMancheslerAGRSE Builder Name: TAYLOR MORRISON Sheet: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 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 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® • USRCSS v5.1 5/31 /2017 1:42.01 PM Page t of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 150ThornbrookeManchesterAGRSE Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL, Permit Number - Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.fl. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: 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, 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 lest shall be signed by the party conducting the lest 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. Healing 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 I hereby certify that the above envelope leakage i Where required by the code official, i -t%E ST9T performance results demonstrate compliance i testing shall be conducted by an y0,, with Florida Energy Code requirements in I approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall SIGNATURE: PRINTED NAME: DATE: be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: o COD WE 5/31/2017 1.42 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole BuildingPerformance and Prescri tive Methods ADDRESS: Permit Number: 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 manufacturers 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-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, 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. 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) ll 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 lest. 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 handier is not installed at the lime of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feel (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. 5/31/2017 1:42 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM FR405-2014 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 heal trap or a downward and upward bend of at least 3 Y2 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 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. 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. 5/31/2017 1:42 PM 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 heal 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 bumers 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 healing 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 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. Heal 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 healing 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 sufficenl space, R-10 is allowed. 5/31/2017 1:42 PM EnergyGaugeO USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 42x42 A/C SL BY BLDR MIN 2' FROM WALL rcpAD Vprote I..r s i" `LwF r4 a tr.nts.r doettuym.t su.e In core"me .11h florldo lesleentlH 6 31 O ,r I tt' •,,, N t•' u 33 30ND.V171( penV l24OV IM IoljJ 1 I SY IZ N C O (\ er pattnby I V CO I oi_ aIY • Yp 1 V ncoMi 3 Y 143 12. 6I.Cd Y a O 12.12 m Q a a Q Ya L We - I 0 e L(9 N, N, bath duct + I. w to roof ca Ir6 V--LU fanPG° tone 696RN'' N N10i61iaO a 0 D t.D U to D11M II6• OV B10L12 d,• ce3a 12.12 fe 1l.c 1 6• e.. n n•m-r3 i o 12.61135 r 12. 12 ON 4 Mt! Coe. - r3602.. D.I.Mild Return Air, e.Ceptlens 1-3. DJeer laT rrtt prate. v StrlCt.e 1 bXh rIQpM91p2LOtaOR--------- 1 vWerCot M eDO,t to haalttal. roans. 1 1 I I 1 I 1 II11 1 I oe.mlf I MMW. rY/m ' Q Mar i I n. 1 tI 1MW.W4 w 1----------------- Must have a nWnun Clearance of 4 Inches *round the air handler per the State Energy code. All duct has an ra6 Insulation value. z 0 IV LtJ It[ Y Q W O o 0 D a V) LLJ I 0 = - Z (U ZZ~ C] vLL I L O l Lt ting z O } i a N CO luu > z J z o iu 3 J O 7 Q a: and JCn00 EDUNIVERSAL Workorder No: 9336658-1008.0000 ENGINEERING SCIENCES Report Date: 10/31/2017 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: 407.4213106 In -Place Density Test ReDart Client: 1.1 S Tiechnician: Chase Key 2600 Lake Lucien Drive Suite 3 F eD ate Tested: 10/31 /2017 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 150r?M0(Re',d RosedL"aneA Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor Tke tioinu1 maNat tho minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. aximum ptimum DryFieldD Field Soil Native Depth Pass Test Density Moisture Density Moisture Compaction inch) or Fail No. Location of Test Range pcf) 1 Pcf) 1 1%1 1 West Footing 0-1 ft 108.3 10.7 110.3 4.8 102 N/A Pas: 2 South Footing 1-2 It 108.3 10.7 110.1 4.0 102 N/A Pas: 3 East Footing 1-2 ft 108.3 10.7 110.9 5.1 102 N/A Pas: 4 Southeast Corner of Pad (TOF) 1-2 ft 108.3 10.7 112.9 5.3 104 N/A Pas: 5 Northwest Comer of Pad (TOF) 2-3 ft 108.3 10.7 113.0 6.2 104 N/A Pas: Remarks: (TOF) = Top of Fill TA nwleAl:nA a •n..0•.e1 n•nAenl:nn M -6-0 . IAn D..AI:•. enA n...nA.en ell •nnnA•. e•n •...Aw+:Mn•1 ew •.nnRilnnlie/ •.wnM•h• n! n.. nl:en/n en•1 e..1Ann e/:nn 27ESChIPT10N AS FURNISHED: Lot 150, THORNBROOKE PHASE 4, as recorded in' Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. vE. usA 8.5' SIssass, ON RI C (Rp all E goys , 8.5' 41+ i N 0 i i LOT 150 CONC. 42.65' WALL 54.40' 6 15.47' LOT 149 N p n 8.88' 7.22' FORMBOARD FOUNDATION TOP OF FORMS 25.20' I . LOT 151 13.32' M25.52'42,55.178* 5.68' D-12'48'32" R-100.00' L-22.36' D-18.24 61 P,e R-100.00' L-32.14' C-32.00' CB-S 68.00 24" R 6 N LOT AREA CALCULA17ONS: LOT - 7.561 SQ.FT. RED ROSE LANE LIVING - 1,157 SOFT. GARAGE - 451 SOFT. R/W) TRACT I ENTRY1 28 SQ.FT. BREEZEWAY- N/A SOFT. DRIVEWAY - 405 SOFT. A/C PAD - 9 SOFT. WALKWAY - 73 SQ.FT. IMPERVIOUS - 30.3 R 2,296 SO.Fr. ay SOO 5 2 - 65 SOFT. LOT AILCULATIONS, PROPOSED - FINISHED SPOT GRADE ELEVATION APRON - 547 SO.FT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK - 157 SQ.FT. V— - PROPOSED DRAINAGE FLOW FRONT - 25' SOO - 37 SO.FT. COT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.2' REAR - IS' SIDE - 5.0' PROPOSED INFORM41 ON SHOWN AREA ' - 7.808 SOFT. SIDE CORNER - 10 BASED ON SUPPLIED PLAN DRIVEWAY - 459 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN ++ AND OR INSTRUCTIONS PER SIDEWALK - 230 SOFT. CLIENT( NOT FIELD VERIFIED SOD - 5.302 SOFT. CRU, SETNVLfEYLTR —SCOTT Lac ASSOC, INC. — LAND SUR MVORS POW Lac 5400 E. COLONIAL OR. ORLANDO, FL. 32807 407—277-3232 FAX 407—658-1436 rwLoTV : tYPMAL1 IrolEs IP. . Mo. PAC P1f,G . POUR OT AIL :r CIRVATU K IR . LION Q Copallm CLPWAtvRC AI • I. var 11WDERSICHED am NOIfBY cow rwr na amv III= DC STAPIMM or PRACTICE SET FDRTW or DIE noRm 00WD or rE RADII COCRETERA0. • RADIAL PROFESSIONAL SU1KV= AND WPFM N CHAMP D0-17 /IORION AOWSMAW ME PU61/NR TO SECTION 47L02Z FLORIDA STATUES SC LLD 4Ni SCTto. • 1/2' ilt •/0l0 4316 NR . NOHAOAL 7~ WOlSS 0100SSTdD RrTN SW11hl'ORY SICNATUIPE AND ORA:OMI RAISED STDV., 1M4 SVRIEY IMP OR COPIES ARE NOT VALID. REM • RCCQVOlCO VP. • WITNESS POINT MC. J. DOS SIAPALY DNS FROWNED RIOY nu OOLRINTI m FURANS M TD ME SURMOIL THERE MAY 0E OIM RES RMONS PAL • POINT Or OEG tw • CALCILATCO N GAYEWM TINT AFFDCT 1104 PRIIPORY. AC. • IOINr Or COD0CCICNT RN • PCRMANEIIT R[/LROCC NO0R07R Tf. • rOlUKO 01 A No WIOLINIAOYND Offnaw EMO INK OEDI LOCAIM WOLSS OP OMW VMX NLO • • NICTA K LIM I. DISK SLTOAOL LAIC MAILI. IS 0. DOS SUNwr 6 MODURED FOR THE SOLE' OE dPITOr IHDSC COINED TO AND SHOULD Nor W MM UPOII B/ AWr MCI Mrf DA KNCNNA RN . RipIT O-vAT LM • 00CNMA7<II OWMOIIIpfSpINS 910NN iWr iNE LOGTgN Or OAROY[LIWTS NdEDM STNOUlO NOT 0E USED ID RQOOWSmUCr 001RNMRr LOGY MT. . EASOCNT LL • OASC TARING 7. 0[AMIOS, ARE dtfm ASSUNm OATW AND ON WC LM UNION AS JASE BTi M (98) DRAIN. ORAINAOC UTIL. : UTILITY t VLM" AM 0' SNOW. W dltm ON 1 IMPM OEOOEDO OATLAI OT 1020, UNLESS OntO NIM UMM CLrr • CIWN LINK F'OCC ICE ITIML.IE OP•AUMO ODUION IM. 400L WILM • WOOD root C/ D • CONCRETC ILM P. C. • POINT or CWVAIURE SCALE 1' - JO' DRAWN 81" ••• P. T. • POINT TANQlCY oEu • i OI CERnFMD Br DATE ORDER NO. RADIUS L : ARC RADIUSPLOT PLAN 05-20-2017 2121-17 b DELTA tC REVISED PLOT PLAN 05-31-2017 C. L • ISARIND NORTH FORMBOARO FOUNDATION/ELEVS. 10-25-17 4047-17 THIS BUILOINO/PROPERLY DOES. NOT UE WMIN Y= - 1 iESTHEESTABLISHED100YEARFLOODPLANEASPERnU* GRUS NEVER, R.LS. IF4714 ZONE X MAP I 12117C 0055 F. W. SCOTT, R.L.S / 4801 CITY OF SANFORD a BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,6% 31 A4 Job Address: 452 RED ROSE LN SANFORD, FL 32771 Historic District: Yes No Parcel ID: 21-19-30-510-0000-1500 Residential X Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: 240 SF in ground pool and 33 SF spa with 210sf acrylic deck (pool plumbing included) no pool heater at this time Plan Review Contact Person: Stephanie Baumgartner Title: Permitting Phone: 407-830-5327 Fax: 407-830-6404 Email: hollandpoolsea(@gmail.com Property Owner Information Name Taylor Morrison Homes Phone: 407-830-5327 1h Street: 151 Southall Ln Ste. 200 Resident of property.: N City, State Zip: Maitland , FI 32751 Contractor Information Name Holland Pools Phone: 407-830-5327 Street: 415 Gold Medal Ct Fax: 407-830-6404 City, State Zip: Longwood FI 32750 State License No.: CPC1459010 Architect/Engineer Information Name: Lildon Engineering Company, Inc Phone: 352-394-2590 Street: 920 Sunset Shores Dr. Fax: City, St, Zip: Minneola, FI 34715 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. 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, ` J 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: 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 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. Z 4 - (" 10/27/17 Sig re of Owner/Agent Date John Asa Wriaht Print Owner/Agent's Name RiL, au Q 10/27/17 Signature IU Notary -State of Florida Date PHYLUS QUEHL Notary Public. Stale of Florida My COMM. expires Nov. i 4. 2M No. GG 43554 Bonded thnt Ashton Agency, Inc. (800)451.4854 Owner/Agent y nown to me or Produced rD Type of ID A_ 10/27/17 Signature of Contractor/Agent Date Wayne Baumgartner Print Contractor/Agent's Name 10/27/17 of Notary Public, State of Florida My comm. expires Nov.14.2020No. GG 43554 Bonded thru Ashton Agency, Inc. (800)451.4854 Contractor/Agent is A Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 9 Electrical 0 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: ZONING: 4 1, t UTILITIES: ENGINEERING: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9: 11.1'7-1i COMMENTS: Ok Akb Can S-1 rvc- 30' k `a, pool t SM QY18 deCk UJAI S (,VS Onowo On a\an omd a +0ta1 yo eryious area a 38.oy%. Revised: June 30, 2015 Pcmtit Application 415 Gold Medal Ct. Longwood FI 32750 407-830-5327 fax 407-830-6404 CPC 1459010 Power of Attorney for Holland Pools Date: 10/30/ 17 City of Sanford Building Department Address: 452 Red Rose Ln Parcel#: 21-19-30-510-0000-1500 I would like to authorize, Angeln Rtianngn and Rrenrin Gunther with KQ('.D alsn Marshall Weiner. Stephanie Baumeartner and Mindy Butterworth With Holland Pools and Spas LLC to either, sign for, change and or pick up permit applications issued to Wayne BaumgartnerfHol land Pools and Spas LLC until further notice. If you have any questions regarding this matter please contact me. Cordially yours, A W Way ne'BVmgartner Contractor STATE OF FLORIDA COUNTY OF Seminole Sworn to and subscribed before me this 30 day of October . 2017 , byWayne Raiimgartner name of officer/ agent, title). He is personally known to me or has produced type of identification) and did/did not take and oath. Notaryublic PHYLLIS QUEHL Notary Public. State of Florida My comm. expires Nov. 14.2020 No. GG 43554 Bonded thru Ashton Agency. Inc.18001451.48s4 Phyllis Quehl Print Name CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 500.00 Job Address: 452 RED ROSE LN, SANFORD FL 32771 Historic District: Yes No Parcel ID: 21-19-30-510-0000-1500 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Pool electrical Plan Review Contact Person: Stephanie Baumgartner Title: Permittina Phone: 407-830-5327 Fax: 407-830-6404 Email: hollandpoolsea@gmail.com Name TAYLOR MORRISON HOMES Street: 151 Southall Ln Ste 200 Property Owner Information Phone: 407-830-5327 Resident of property? : N City, State Zip: Maitland, FL 32751 Contractor Information Name Professional Electrial Srevices Phone: 386-668-4222 Street: 185 S Charles Beall Blvd Fax: _386-668-8222 City, State Zip: Debary FL 32713 State License No.: EC13001686 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. 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 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. 10/27/17 Sig t re of Owner/Agent Date John Asa Wright Print Owner/Agent's Name 10/27/17 Notary Public, state o1 Florida My comm. expires Nov.14, 2020No. GG 43554 Bonded thru Ashton Agency. Inc. (800)451.4854 10/27/17 Signature of Contractor/Agent Date Brian Miller Print Contractor/Agent's Name 10/27/17 PHYLLIS UEHL Notary Public, state o1 Florida My comm. expires Plov. 14, 2020 No. GG 43554 Bondedthru Ashton Agency, Inc. (800)451.4854 Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced iD Type of 1D 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTI LITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY 735 Enterprise Rd. Debary, FI 32713 386-668-4222 Fax 386-668-8222 EC-13001686 Date: 10/30/17 City of Sanford Building Department Address: 452 Red Rose Ln Parcel#: 21-19-30-510-0000-1500 Power of Attorney for Professional Electric 1 would like to authorize AnQeln Santiagn and Rrenda Gunther with Korb Stephanie RaiimgartnPr Marshall Wainer Srntt Kinser and Mindy Riitta wnrth with Holland Pools and Spas LLC to either sign for, change and or pick up permit applications issued to Brian Miller/Professional Electric until further notice. If you have any questions regarding this matter please contact me. Cordially yours, XB rtan Miller President STATE OF FLORIDA COUNTY OF Seminole Swom to and subscribed before me this 30 day of October 20 17 , by Brian Miller name of officer/ agent, title). He is personally known to me or has produced type of identification) and did/did not take and oath. 9 Notaryublic Phyllis Quehl Print Name PHYLLIS QUEHL N2020 otary Public. State of Florida IJIy Comm. expires No. GG 43554 Bonded thtu Ashton Agency. Inc. (800)451.4854 SCPA Parcel View: 21-19-30-510-0000-1500 http://parceidetaii.scpafl.orgIParce[Detai I info.aspx?PI D=2119305100... RR CIA P IP RAISER ct. aaoowrv. nnna Parcel information Property Record Card Parcel: 21-19-30- 510-0000-1500 Owner: TAYLOR MORRISON OF FL INC Property Address: 452 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30- 510-0000-1500 Owner TAYLOR MORRISON OF FL INC Property Address 452 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District St-SANFORD DOR Use Code 00- VACANT RESIDENTIAL Exemptions 152 O N M 85. 37 9 3214 33.94 Value Summary 2016 Working Values 2017 Certirie Values Valuation Method Cost/ Market ! Cost/Market 0 0 Number of Buildings DepreciatedBldgValueDepreciated EXFT Value Land Value (Market) - Land Value Ag 26_ 050 - $26,050 26,050 $26,050 0 $0 Just/Market Value " Portability Adj - Save Our Homes Adj Amendment 1 Adj P& G Adj --- ----- 24. 241 50 --- -- 12, 784 30 Assessed Value 1, 809 E13.266 151 ry h^' 050 rjj 149 N 148 TR N Tax Amount without SOH: # 336.57 2017 Tax Bill Amount $ 336.57 Tax Estimator Save Our Homes Savings. $ 0.00 83.34 61.60 40 35 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS' LOT150 - --- - ------- THORNBROOKE PHASE 4 PB 81 PGS 70- 71 Taxes ------------ Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 31, 809 0 1 Schools 26.050 1 0 26 City Sanford 1,809 0 1 I- - - SJVUM(Saint Johns Water Management) 1,809 0 1 County Bonds E1,809 I 0 E1 Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land----- -- - ------------ Method Frontage Depth Units Units Price Land Value LOT 1 26,050. 00 $26 f Building Information Permits I of 2 10/ 27/2017, 3:55 PM POOL BUYER'S SELECTION SHEET taylor i lan Po.s f s , morrison . . . hfuntua liL nrasi by Yasr Client First Name Client Last Name Spouse First Name Spouse Last Name Address City State Zip Telephone 1 Telephone 2 Email 1 Email 2 CLIENT AND POOL/SPA INFORMATION STANDARD SPECIFICATIONS AND FEATURES Custom design swimming pool within allowed limits. Standard pools 3 FT to 6 FT depth. Reinforced gunite concrete structure. Holland Premium Pebble Standard Interior Finish Choice of 6`x6" frostproof waterline tile. 3) steps and (1) swimout with spot tile. Acrylic topped deck with cantilever edge, coping. 1) Nlcheless LED white pool light. Version Service Area Retall/Builder Job Number Subdivision Lot Pool Area SF Pool Perimeter FT Spa Area SF Spa Perimeter FT Average Depth FT Total Deck Area SF 7.8.9 Taylor Morrison Cartridge filter with energy saving pump and 24 hour time clock. lnllne chlorinator. Manual cleaning equipment, vac head, telescoping pole, leaf skimmer, and test kit. Start up with initial balancing of chemicals and professional pool orientation. Pool Cleaner Line With Valve (Pressure Only For Safety) First 30 days Pool Service (4 weeks) C POOL PACKAGE Pool Package UPGRADED SPECIFICATIONS AND FEATURES EXCAVATION Small Equipment Double Steel (Angle of Repose) Increase Depth Over 6 FT (Up to 8 FT) 6FTORLESS 18 YD Truckload of Fill Dirt (with compaction) A Truckloads 0 Remove Existing Concrete SF Total 0 Cut and Cap Sprinklers Re-route Sprinklers Remove Fence Re -Install Fence Stump Removal Each 0 Sod Replace Nana • ENGINEERING Special Engineering for retaining walls or turn downs over 12" 0 STEPS AND BENCHES Additional Steps Over 30 FT LF Total 0 0 Additional Swlmout/Sench Over 6 FT LF Total 0 SPA Spa Added (iVIL & W 7 rT Sundud Spa ap to 76 SF . Ymdaa (4) Therapy bn and (1) U hr - Spa Area Over 38 SF (Enter Overage SF Only) SF Total 0 0 Additional lets Over 4 (Requires Spa Blower and Upgraded Pump) Each 0 to Spa Blower A • Upgrade Spa Pump and Required Plumbing 0 13 Perimeter Overflow Feature 0 DECK Oeck Total SF Patio/Lanai Topping Deco Drain Screen Footer Coping Color Band Sealing Pavers Shark Skin Additive (Each covers up to 500 Sq. Ft.) Acrok ;• A"* RAISED BEAM/STEP RISERS/TURNDOWNS/RETAINING WALLS Raised Beam Raised Beam Raised Beam Raised Beam Step Riser Step Riser Step Riser Step Riser Turndown Footer Turndown Footer Turndown Footer Turndown Footer Retaining Wall Retaining Wall f Retaining Wall WATER FEATURES Fountain 3 Spout With 18• Basin (Requires Raised Beam) Sheer Decent Waterfall A (Requires Raised Beam) Sheer Decent Waterfall B (Requires Raised Beam) Sheer Decent Waterfall C (Requires Raised Beam) Sheer Decent Waterfall D (Requires Raised Beam) Water Bowls Fan Sprayheads (Requires Raised Beam) Water Streams (No Raised Beam Required) Deck Jets Laminar Jets (LED Only) Sconce Aqua Accents (Requires Raised Beam) Scuppers Real Rock Waterfall A Real Rock Waterfall B Weeping Wall with Real Stackstone Face (Requires Raised Beam) Parascope Fountain Second Step Depth or Lower Bubbler Additional Water Feature Pump A0*0009 • 6• • it u• z.• 6• • tr u• z.• 6• Tumdam ! • Tumdmnor 2e' Tumdo n i • 36' Re4NNe Wall • 4e•ReuW.9wae . Gr Rdelnbp wan • Sewn HEATING Heat Pump (Requires Prewlre 60 AMPS, If not Electrical extra) Wiring For Heat Pump 250,000 BTU Gas Heater, Electronic Ignition, Dual Thermostats (Propane/Nat. Gas) 400,000 BTU Gas Heater, Electronic Ignition, Dual Thermostats (Propane/Nat. Gas) Solar Heating (Includes Solar Blanket) SF Total 306 SF Total 128 LF Total 30 LF Total LF Total 107 LF Total 0 0 SF Total 0 0 Each 0 0 LF Total LF Total 10LFTotal 0 LF Total 0 LF Total LF Total LF Total LF Total LF Total LF Total LF Total LF Total LF Total LF Total LF Total Each Each Each Each I• Each Each Each Each Each Each 19 0 0 0 O 0Iso 10 O 0 0 O 0 0 O O 0 0 0 0 seled Ske • sin • LF Total 0 Each 0 Each 0 Smut site • sera Hal N MP • Sue ene e d P" CLEANERS/ECO SYSTEMS Automatic Pool Cleaner (Polarls 360 Pressure) Pool, Spa, Steps, Benches Each 0InfloorCleaningSystem (Minimum 12 Heads) Total # Heads or MOX Drains System Leaf Canister Debris Removal System Eco-System with PV3 heads Swing Jets Each 0 INTERIOR FINISH Interior Finish Options Ha46W rim. Pebble StmdeN SF Total 283 Abalone Shell (Per Bag) Each QO SAFETY Safety Fence Battery Powered Door Alarms Small Figure Four Handrail Large Figure Four Handrail 0 0 0 0 0 0 0 0 0 0 0 Standard 0 El LF Total 5o Each 4 Slut stoo to Sdw Type • 0 UPGRADES/OPTIONS Salt Chlorine Generator Sire • 0 Ozone Oxidizer so Nature 2, In Line Chlorinator Sanatation Package 0 UV Sanitizer 0 0 Granite Table with Pedestal - 3' x 3' 0 Auto FIII / Auto Drain Sun Shelf Variable Speed Pump (Upgrade) DE Filter Automatic Controls Extra Actuators Upgrade Tile to Matte Tile Deco Tiles (Requires Raised Beam) Dry Stack Stone Wall (Requires Raised Beam) Mosaics SF Tota c• r Select Type Mane Nana i 117 Each 0' Se1M Stour Type . V SF Total Hhtne ''W Each ` .0. LIGHTING Additional Pool Liglits T7Pa ; Each xs 0 Upgrade Pool tight LED Color Upgrade Spa Light LED Color ELECTRICAL Electrical Service to Remote Equipment Location (40 FT Included from Electrical Meter) LF Total SCREEN Roof SF c 0 Wall SF s`7!"•0 Insert SF Total Screen Area 0 Additional Screen Door Elite Aluminum Roof Fan Beams (Electrical Not Included) Extra Gutter Pan Roof Screen Removal Mansard / Gable Roof Screen Total FENCE WITH (1) SELF CLOSING GATE Total Fence LF Self Closing Gates ennrrrnweiL tlonoenns lciawi vd nru.n Save as CSV Each SF Total Each LF Total SF Total SF Total sv Mad-4fT l V LF Feet .14i 6e58 :S.::J •RL S/tectGowStyle ; V Each , 0 •olrlaatr'1 0 si~ to h r1 1 G 1/ 0 Total Investment - 38O50 i4/ K I AppliedD0) $31.464Net InveCustomer Name Customer Signature Date Customer Name Customer Signature •'!' ~ Date This quota is subject to lot Inspection to verify It a turndown deck or raised beam may be required at customers expense. p Holland pools and Spas • 415 Gold Medal Court • lagwood, Florida 327SO • Toll -Free a77.346,SS26 certified Commercial Pao1 Contractor License a CPC 0056809 FORM REV HPaS 01-06-2016 26393.0720000000 792 17.62 SPA O A SP Semi ryOL GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT St COMPTROLLERBY91lib1-9 7 (lP3s) CLERK'S a 2017109907 RECORDED 10/31/2017 01:50--41 P11 RECORDING FEES $10.00 RECORDED BY .ieckenro NOTICE OF COMMENCEMENT FS 713.13 THIS DOCUMENT MUST BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2.500.00. This instrument prepared by: Holland Pools/Jennifer Jackson 415 Gold Medal Ct Longwood, FI 32760 PERMITS* STATE TAX PARCELa- t- 1`1-30-5f O `0060. 15W I ho uroerspnee hae0y pvet notice lhat Inlpovemem wha be r'Nac to ecnam teat Propatty, ano in atoo:canzo wt11 CnaCtet 7:3. =10u0a SL11ulesi. the fo' Ioning intormMion iS aavided In this N000C of CoCommenccerneent r 1a_// Q I I:j 0 h" Fie 411 1. Logal fiesalpl:an ct pleptmy. Lot 1 / O t • M • rVk` PGS P. ane affect noaess if avaaatle) 45a ?rA LN ' General doicoolnn of lmyovomont(s) in ground swimmin pool and or spa with deck lY A. nar Name Taylor Morrison of Florida Inc Addrott. 2600 Lake Lucien Or ono ne Maitland FI 32751 Fa, a Interest inProperty owner b Nana and address M lee rngM t•dehoklof (4 nther titan awmo Phorn• tt a. Carnlactot '1111010-9*'Holland Pools and Spas LLC y11 1`QJ Ad& cu' 415 Gold Medal Cf. Lon 6 04D 1 f 1 7!J LongwoodFI32750Pnono: 407-830-5327 Fa, 407-e30-e404 5 Sutaty, Name and Admesc: Pnono: FBI aond AmOJm• 6. Candel Name a10 Aoalests• Phone: Fax: 7. Poisons within the State of FlorWa oetOnated by Otimct upon whom n2nces of aner tlocumC'fti may W sowed as pf2vt0e0 by section 713 130)(317, =Iwlda Statute Name. Bodies$. phone num041, and law hun"ll. a In anddmn 10 htmSAII. OWnef dnsignales the following oarson(sl to tPeAvo a ct4:y at the 1 ierkff s NMn o as latniaod in Section 7 t3.13(11(bl. Plaitim Stalulot. INamo. a00066. ofkono rumba. And law numtl0f) Q Fkprntlon data of Notice of ComntenCOmonl (the aigmalion calif is one (1l yeaf Item the Cale of teCattkrV unless a ddlaten: date is smahed). 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 O W SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR 4 a LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF 2 COMMENCEMENT. Verification pursuant to Section 92.52S, Florida Statutes. Under penalties of perjury,) declare that I have read the foregoing and that t e facts stated in it are true to the best o1 my knowledge and belief. u w Z C; X At84--a rl.a atY? of%Ownat)(Nota section 71 •t a• =Wtide S:ames (PRINT OWNER'S NAME) Signauta at Ownof M't AN7aiSC0 OlrKel.'.IitCCla•Panncr•1.lanaQCt W 0 0 C4aZ— KZ eIC Florida Ce1:nlyof Orange 1 , j— I_ _ '' Q tin mTho Trlaepdnpt•ntuumam w acknaMedgea betties ma Ihn eay of J(srbrv'onn 'Who h!-5ii Isoettonallyknown10meathasCroauc00attdOn1a.•lo fdd Like on oath L,db na lane an oath Print name: o ary si ute: ..:;; STEPHANIE BAUMGARTNER sealf i°• _Notary Public - State of Florida Commission # FF 105082 0. My Commission Expires FOfF`•' ApriI19,2018 f CV CM I— C- 3 O tDl City Of Sanford Residential Pool / Spa / Hot Tub Safety Act Requirement Date 10/30/17 Property Address 452 Red Rose Ln Lot 150 Subdivision Thornbrook I hereby acknowledge that failure to equip a new residential swimming pool with at least one of the following pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. The pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements of s. 515.29; The pool must be equipped with an approved safety pool cover; All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; or All doors providing direct access from the home to the pool must be equipped with a self -closing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. Company Name: Holland Pools License No: CPC1459010 Signature of Contractor Wayne Baumgartner Printed Name of Contractor Address: 415 Gold Medal Ct, Longwood FI 32750 Phone No. 407-830-5327 I hereby acknowledge that the above referenced contractor has furnished me a document containing the requirements of Chapter 515, Florida Statutes, and a copy of the publication produced by the department under s. 515.31 that provides information on drowning prevention and the responsibilities of pool ownership. Date: 10/30/17 Signatur6 of Owner John Asa Wright Printed Name of Owner June 2014 . DESCRIPTION AS FURNISHED: Lot 150, THORNBROOKE 'PHASE 4, as recorded in Plot Book 81, PagesU;:hru 71, ,Public Records''of Seminole.;County, Florida. PLOT -PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 1 I • (_" ' pk io cola sfirvCA- 30' vrl' , Spm CLhd deck- (,PA , A Sei OatkS SiAoWA o41 elowl owu 5.tja h% CA-1 IVVJ?er ko s afieA. N N S9 3 3' Face 1l 42.65 If- r1ia L15.47' . _ _ 14.19' p i LOT 151 PROPOSED Amance ti 2 Aa1r ti LOT 149 N C CO i C bl Witt z1 wr & A i3.32' 5.68' ,A w.Nc616' cro E 25.20' 0=12'48'32" 25.52' 25.78' R=100.00' 10' UAL L=22.36' E & 6 5' CONC.WALK cuRe D=18°24'51 " 3' FLARES R=100:00' L=32.14' RED ROSE LAN ' 32.00'° CB=S 6B 00 24 E 50' R/W) TRACT I oN LOT ARccuca Ns: LOT = 7.561 SQ.FT LIVING - 1,157 SOFT. GARAGE 451 SOFT. ENT' 74 SO.FT. LANAI 128 SOFT. k BREEZEWAY a N/A SOFT. DRIVEWAY - 406 SOFT. A/C PAD = 9 SOFT. WALKWAY - 73 SO.Fr. IMPERVIOUS- 30.3 Z SOD = 5 265 SOFT. CALCU 7 DNS: Q PROPOSED - FINISHED SPOT GRADE ELEVATION R/W = 247 SOFT. APRON a 54 SOFT. PER DRAINAGE PLANS 13U1LDING SETBACKS: *PLOT PLAN ONLY• SIDEWALK = 157 SQ.Fr. v'— - PROPOSED DRAINAGE FLOW FRONT 25' (NOT A - SURVEY) SODA = 37 SOFT. LOT GRADING TYPE A REAR 15' PROPOSED F.F. PER PLANS =25.2' _SIDE=5.0' PROPOSED INFORMATION SHOWN AREA a 7,808 SOFT. SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY = 459 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN 1} A INSTRUCTIONS PER SIDEWALK = 23D SO.Fr. CF/EI VERIFIED SOD - 5.302 SOFT. CRUSEMHEYLTR— SCOTT & ASSOC., INC. — LAND ,S'URVL' YORS LEMM - 1 FGM P Fma• PMTPTY P ;Wffz 5 400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 IP. • MAMMON PIPRD P= • raw Or, ACVOmfu![ MwAr E 1. 7Nf 1/Nm DOfS 11E1tF8l' OERIIFY TIMf 71BS StOiYEY YfEIS 110: ST.1N6R06 OR RUCfK£ 4T ILM/I Bf fltf ROROt OMRD OF scr 1R • 1A011 Am CL .POD? OF ootraam LSEIVATURE 9t • IGOiIL PROPSS EMO StAtYwm AND RAPPERS W CNAPTER W-17 PIAIOM ADI@QSRww 000E PTATSLLWr To SECOON 4720Y7. PLowA SUTU64 CA 59 NR . IOt-IMIDAL 2• IAOfSS kV0053D MTM SUINEIORT m`R . 11iJCONETim VP. VI1TtgSS PODLr SR.YAnoff AND ORJOPUL R450 SEAL OILS SURREY MW OR OOPRS ARE ROr VALID. PtlQfT OF 9rLMQMG CALL a TN4 SIAMY US PRIDOM PRGN WU OFD18L010N VUR# " 10 THE SUAMM VM Wr OC 01NER REa' Qn= PAC. . P®Ir Li CEEIDR PRK • P Wt77T OfFERQE 1OIU00 OR &SOOM TW A"= IM PROPOW.. E . C6HII . r!'. • r00DLta r L3EVATiW 1. No INOERQmw 81R0"aft mw amm LOCATED LRLESS 009RWW SNo m RLO . RAIL L am UL 80200 WHAM LAL£ d 1M6 SLLQIEI' 6 PFBVM POR 1HE SOLE maw OF now comm TO AND SNOULO AM BE M= UPON Or ANY OWIM ENM EW. • fASW A• LIL . SAM NEARING a 01040M 9mm FOR THE L,OMM Or AvwvBwm /IEREON Swuw Nor OE YSEL TD mmmcmt Cr amxw r Lwm 1RAVwGC7. 9EAIT M^ ARE LLASED A=%= DATUM AID) ON THE LOd SHOWN AS SIASE 6GIf9L0 XEQ U • UTUTY 6 O"WOONS6 : DOM ARE OISED oN NARON/L aoxe Ie oATUY or 190. MRESS OOIER w wm VOiC - V00 R` NOL 9. CERnFrA E Or AVMORUARON Na 4SO4 C/ o • Lie a aLx PL • POOR 0' LSAIVA1Uf8: SOME F--- 1• 30'- ORAWH 8Y: •• PLANOEM.1' R = CERTIAED BY: OAIC ORDER No. PLOT PLAN 05-26-2017 2121-17 CL • LT®!O OOARLNO REVISED PLOT PLAN 05-31-2017 NORTH . 7H/ 3 BURDINCIPROPERTY Om. NOT tJE W MIN THE ESTABLISHED 100 YFAR nOOD PLANE AS PER'7RAf• TOM IL GRUSENMEWL R.L.S. 1 47f4 ZONE 'r MAP 1 12117C OM F. I 4WES W. SCOTT. ILLS 1 4801 TAYLOR MORRISON HOMES JOB # 2017614 4 ft H Fence w/ 1 Aluminum gate Property Line LED light C GATE THORNEBROOKE PHASE 4, LOT 150 Holland Pools & Spa's MICHAEL J COCHRAN Created by: James "Pete" Starks Aquatic Designer Center Spa Floor return 30 UKk c,..".yPa..y +6" Spa 1 LED •ght tti 4v- Holland Blue Interior 5 Ft Bombay Textured PV [ I eco Drain 14' 1" Door and window alarms Jandy Pool Equipment with 3 years parts and labor warranty Jandy Dual Speed Energy Sang pump Jandy Cartridge Filter Standard Chlorinator 0 3 Ft EL-0 Deco Drain EL-0 16 Bombay Textured Door and window alarms Access and Pool Equipment locatior TBD at pre -site inspection of home 4 It H Fence Aluminum Property Line Scale: 1/8" = 1 ft. Job Number: 2017614 Elevation Pool Specifications Pool Area: 240 SF Pool Length: 2T8 LF Pool Width: 137 LF Layout / Dig / Steel Dig & Haul Bobcat Shuttle Access: See Notes Pool Perimeter: 67 LF Pool Depths: 3 - TO - 5 Interior Area: 240 SF Benchmark: Existing Patio I Beam: Basket Volume: 6046 Gallons Main Drain: 1 PR Skimmer: 1 EA Engineering Returns: 3 EA Extra Step: 0 LF Filter: PER CODE Filter Pump: PER CODE Inline Chlorinator: Inline Standard Pool Light: JANDY LED COLOR NICHELESS LIGHT #1DeckingandTile Acrylic Deck: 210 SF Acrylic Color: Bombay Acrylic Lanai: 128 SF 0" Paver Pattern: N/A Vac Line: Pressure Pool Specifications Coping TpgType: Acrylic Coping 107 LF Step Tde Color: SEE NOTES 22 Tile Colar #1: SEE NOTES Heat Pump Electrical Run: 0 Heat Pump Preqire Req: false Deco Drains: 30 LF 11 6" Raised Beam 15 6" Step Riser Spa Specifications Coping Color: Bombay Accessories: CENTER FLOOR RETURN SPA STEP 1 HP BLOWER Spa Area: 33 SF Spa Riser: 6 IN Screen and Interior Finish Spa Perimeter: 22 LF Spa Beam: +6 LF Spa Jets: 4 EA Windows/Door Alarms: 4 QTY Interior Finish: Holland Blue Pebble Spa Light: JANDY LED COLOR NICHELESS LIGHT 1 EA Pre Plumb Spa Dam Wall Thickness: 6 IN Blower Spa Spillway: 24" IN 1 EA Granite Black EA Water Features and Options Fla Falls: N/A Water Feature Options: N/A Water Features Pump: N/A Notes 7/10/2017 11:55:49 AA11- Access: Pre -site will determine 7/10/2017 11:53:29 AM - 141 L. Ft of 4 ft Black aluminum fence with one gate per plan 7/10/2017 11:52:57 AM - Bombay on Lanai 7/10/2017 11:52:34 AM - No heater at this time 7/10/2017 11:51:20 AM - 6x6 Tile: CS 691 with Silverado grout AR 914- Mf 415 Gold Medal Court Longwood, FL 32750 Phone (407) 830-5327 Fax (407) 830-6404 Sates Rep: Pete Starks Su ervisor: Edward Rinkava e Name: Michael Cochran PBPG: 81, 70-71 Lot #: 150 Address: 452 Red Rose Lane Address: 452 Red Rose Lane City: Sanford Zip: 32771 Municipality: City of Sanford Subdivision: Thornbrooke Phones: Office: Termite Bond Company: BuilderCell: 904-814-9513 fax: Customers Signature: Date: APPROVED IMMing pool Energy Efficiency Compliance Information w6:7hese Requirements apply ONLY to the Fl1 on lump ANSI I ASPC 1=45 2011 Poolwatervotume t380 = gpm-ltrls is the oaladeted1law reds Note:flu pools under 19.000 gals. the oalculated flowtare or 80 gpm wMahaver is gm &r-fhe fil donflow raft Note: Is there an Awaxy toad on fhe filftdon pump? 9 Yes No lf'so, wbg is am calculated awrflperyflow Into —) — gpm flowTH%Qow c _ fro@ l MM Mkft m%W&m side pipe dm @ 8fpa Z_= .in. Wftwn suoUon side bmnch pipeabs @8 fps 7' ' 0 In. iNln mpi retwn efde pfpa nine @ 8 ips Z . O In. fAi tut; rehnn side branch pipe aim @ 8 fps • In. Determine EllterS'izz Eft Factms (t3 USF): GwUWp (087M El D E (2.0) Smd (1M F9terabr. r ersmmmoemo rt Pump Controls: Rreffm pump has no suAUM toad- standard tome cloth FmnaffonpwmwithawduetyIwd4ConWmodel farlow speed deraul Pfi dn24bra HgjLrModdk. Gas Meeisr Ef lenay f tafh g (No Rot UghQ Heafer Pump ESc1mv CD.p MSI i & ANSI Y Compliance Mark Shed Determine Sim relied mH: Distance 4rcm pool to ptunp In feet: 40_ 2. Fdafton foes Qa MOM PIP) In Z S Inah PIP per i %@ d gpm= B. Friction loss (bt MUM pipe) In Zi 0 loch pipe per i ft. @ oy 3eiemdne Sh eel TDH MMNM 4, d x nbq a emRalpo) w Rs n aa iron WOW e of Umm ptpetiWMaHon loss dwQ a 110 ( from plpatm ff &n Iws dwM 1DH in SphS ;® o FiW 1 Heaferloss in -6 All other fosses Total Dyadda Head (iD4 Detemtua ihpeSi Branch piptrtg to be g trick to keep veto* @ 6 fps mint. at 100 OPM System Flow Rate; STMI skimmer & S tnrft tc Sep vabotg @ ZI fpe mar.atb o gpm Raw bate. On Piping b beRetum piping10heQtnahto (seep velocl @ fps mmc, at gpmm Haw Ida. puma Sew as Edsted on O.M A or Q (atmle one) YANb _ 61—v /oro 2 Sip i - FO mfion Pump MaAmm Flow Rate gpm. lim orein carer Ut?ftp-4 I di oetEm tethe Number and Tyre of Rewired In-FtoorSuc ftw Ou9eis: check ailthatSOV O ,, Q 2 j suo6on autlala @1 - gpm me:c Boar O U O a suction oWkft @ gpm max low Q c!rerrnei drain @ gpm wt pofe T6ftl Mead In Fed Con ion Chart Indies Meraay aw m Gauge) o i e 4 I a 9 1 io . 12 14 1 18 1 19 0 8A 78 43 as as Zia Us tab W 20S 1 u 43 s8 Id 11A 18a 1a.9 1a1 2M 2a 2 AS U M 114 1$2 W 1 2M W as a ae a2 118 w A 1a2 2a6 228 ma 278 4 82 i18 In wa 183 • 20 gm 2a1 P78 2u 6 11a A 1a1 a as rm 9M 8rA a3a ato 6 is9 1a1 taA zw 2M9 2U 27A W US 862 1 tea i8A 203 M O 2a2 278 W. aM 898 Berl 9 1ae 2a? ma 263 278 so no S. am 8 MR 211 ME Erb MI 843 88d US 4M 10 Al M4 98 2U 0-1 MA M M9 41.9 48a H 26A w 218 m' 848 882 4U 4W 4u 12 Z1J zw 8se aso 4U 488 468 1 a am. 14 648 848 M 41A 4as MA 482 M or 1a au aaa Mg 444 W 48B as @u• DA- 18 VA M2 41.8 ' AW 488 41 me as ma a78' a9a 4 4a.1 me 628 97 a"* 4 4bB 4a 4a4 6D$ 61A a£ 67A bB] 81b 4DA 4W 4M 602, 6RB e82 67A MY ftO 068 y( j '1D 4aE 4&8 aa3 5a0 a78 Baa Ova US 40 21 488 60a ma e88 678 689 M 618 ma eu za aos 591 s68 ara 3 82 s4A eas s89 1 712 2s ISM G80 67A I no m 64A1 M7 GU 712 Tab 24 a4A W7 WMA 8z8 60 ea9 I e8D Ti8 768 US 28 aT8 840 us duau e31 I T18 T88 7a1 48• QU 82B 648 698 6L 71.6 789 7a1 aeA 2f 6Z4 818 1 ae8 4&m 714 T m Tat Bon aza w w w m 7a7 7aA en e 29 Q8 698 i nmS s4 788 m 808 828 Bit 618 88 as 719 I Tss Tat Tab as w w era 848 a1 7ta as 1 Tat RV ou eatU W ma 92 Z18 7a4 I 7U I Boa aw aw at11 ael eta 80 8a 7aa T88 ea7 ma 83s a?a ee9 0 so aes as 7ae eas ea BU ate Boa 82.1 asA 888 s sa ee a a a FiEL. DTD14 MUST HE MUALTO OR HIGHERTHAR THE OALWLATED TDH. HUH calouiogn option pNM f TCheokone. 1aftwmofalDiramloHead b"f0H 0099te SM Worksheet - FM ht ail blanks. Tolal Dynamin Head CampleDB to9ram orotherordoa. FM in regWred blardm on warbhoot $ enaab C8r0 dafflon8. Maximum Row Cmoul of thenew or teplawnis t pump. FloPro' Specifications FHPM Replacement FHPM Pump Model Motor A.O. Smith Centur' Model uide merson Motor Technologies Model FHPM 0.75 852 852 FHPM 1.0 853 853 FHPM 1.5 854 854 FHPM 2.0 859 859 FHPM 2.5 840 840 FHPM 1.0-2SPD 980 980 FHPM 1.5-2SPD 982 982 FHPM 2.0-2SPD 983 983 Distance from Su -Panel 0-50 Feet 50-100 Feet 100-150 Feet 150 Feet-200 Feet Model ranch Fuse AMPS Class CC, , H, T;° , R , orT Voltage Voltage Voltage Voltage 2 OVACI 115 VAC 2 0 VAC 115 VAC 2 0 VAC 115 VAC 2 0 VAC 115 VAC 2 0 VAC 115 VAC FHPM 0.75HP 15A 15A 14 12 12 8 1 10 6 8 6 FHPM 1.OHP 15A 20A 14 10 10 8 8 6 8 4 FHPM 1.SHP 15A 20A 12 10 10 6 8 6 6 4 FHPM 2.OHP 15A 20A 12 8 8 6 6 4 6 1 3 FHPM 2.SHP 15A A 12 A 8 A 6 A 6 A FHPM 1.OHP-2-Speed 15A A 14 A 10 A 8 A 8 A FHPrJ11.5HP-2-Speed 15A A 12 A 10 A 8 A 6 A FHPM 2.01-113-2-Speed I 15A A 12 A 8 A 6 A 6 A Assumes three 3) copper conductors in a buried conduit and 3 me imum voltage loss In branch circuit. All atlonal " lectrical Code " C) and local codes must be followed. able shows minimum wire sl a and branch fuse recommendations for a typical Installation per " C. Total Dynamic FloPro Series Pumps Pounds Per Head Max -Rated (FHPM) Square Inch Feet of Water) (PSI) 120 . MEN E E, 1.\\\00100000001100. iV\C'ffamem Rate, Gallons Per Minute 2011 Zodiac Pool Systems, nc. SA6220 0611 1 vv Z AC is a registered trademark of Zodiac nternational, S.A.S. ., used under license. jann Pro Series by ZODIAC® 4 i 0 Part • Description CS100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter 150 Sq. Ft. CS200 CS Cartridge Filter 200 Sq. Ft. CS250 CS Cartridge Filter 250 Sq. Ft. CS Filter Head Loss Curves a 6 sign Head OLosefthead) 4 2 0 CS150 flow Rate (gpm) ^—+ Q0CS200 4CS250 CS100 3 Design Pressure 2 Drop psi) 1 0 Technical Specifications CS Series Filters T 18V Specifications and Model No. Dimensions, CS Series Filters CS100 CS1so CS200 CS250 Filter Area 100 f 2 150 1`12 200 W 250 ft2 Design Flow Rate 1 gpm/ft2 85 gpm/ft2 625 gpMft2 5 gprn/f 2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour Capacity 36,000 gallons 45,000 gal- Ions 45.000 gallons 45,000 gal - Ions Eight (8) Hour Capacity 48,000 gallons 60,000 gal- Ions 60,000 gallons 60,000 gal - Ions Normal Start Up Pressure 6-15 psi 6-15 psi ' 6-15 psi 6-15 psi Max. Working Pressure 50 psi 50 psi 50 psi 50 psi Cartridges Required 1 1 1 1 Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height ('A') 32W 32W 42'A' 42W' www.ZodiacPoolSystems.com 02011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC• Is a registered trademark of Zodiac International, S.A.S.U., used under license. MA WA RUPooi Products A Hayward Industries, Inc. Company CERTIFICATION OF COMPLIANCE I Hayward Industrial Drive Clemmons, NC 27012 336-712-9900 www.haywardnet.com Contains: WG1048E or WG1048EW Description: 8" Round Suction Outlet Cover Ratings: Floor: 125 GPAI Wall: 72 GPM Open Area: 8.1 sa-in Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act Test Results can be obtained from: www.Haywardnet.com and/or httn://ww\v.nsf.orlr/Certified/Pools/ Manufactured: After December 20, 2008, by Hayward Pool Products in Jiangsu Province, China and Clemmons, NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth, NJ 07207, Phone 908- 355-7995 Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture. The - first number represents the year (ex 8 = 2008) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to ANSUASME 112.19.8-2007 (addendum 8a-2008) per Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Certified by NSF International, 789 N. Dixboro, Road, Ann Arbor, MI. 48105 1(800)-NSF-MARK. Date of Installation: 6„ SPACING BETWEEN MOUNTING HOLES 07 3/4" SUCTION OUTLET COVER WG1048E ISWGIO48COC Rev B USED ON FOLLOWING SERIES: WG1030AV PAK2 WG1048AVPAK2 WG1049AV PAK2 WG1051 AV PAK2 WG1052AV PAK2 WG1053AV PAK2 WG1054AV PAK2 WG1153AV PA K2 WG1154AV PAK2 SP1030AVPAK2 S P 1048 AV PA K2 S01049AiVPAK2 S P 1051 AV PA K2 S P 1052 AV PA K2 SP1053AVPAk2 SP1054AVPAK2 S P 11:53 AV PA K2 SP1154AVPAK2 G° LQLINE HAVi04ARYPool Products 2:One source. Every pool. 4' CONCRETE DECK 4' CONCRETE DECK RECORD COPY ALTERNATIVE WALL SECTIONS SKIMMER w/ 6x6x10 W.W.M BONDED PAVER DECKING TO BEAM CANTILEVER EDGE COPING CONCRETE TILE BACK SANFORD BUILDING DIVISION OR BRICK so a' ROM WATERS UNDERWATER LIGHT 6' TILE EDGE, 4 TO 6' DEEP WITH LOW WATER A PERMIT ISSUED SHALL BE CONSTRUED TO BE A t2' (FORGROUNDNGPER PLASTER FINIykICENSE TO PROCEED WITH THE WORK AND NOT AS TI NEC ZOti, SCN 680.26) LEVEL CUT-OFF #3 OMARAUTHORITYTOVIOLATE, CANCEL. ALTER OR SET (2) I 17 r ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 3' FROM TOP OF BEAM CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT # 3 BAR 3000 PSI GUNITE OR SHOTCRETE ' THE BUILDING OFFICIAL FROM THEREAFTER 12.O.C.E.W. LIGHT NICHE @29 DAYS WATER CURE REQUIRING A CORK 0 OUE , 6• SHELL 4' CONCRETE DECK GROUNDED PER WITH #3 REBAR 12' O.C.E.W. CONSTRUCTION OR IOLATIONS 0 wl FIBERMESH REINFORCING: N.E.C. MAINTAINING 7 COVER 1r COPPER 98 WIRE 3 REBAR GRADE 40 @ 17 O.C.E.W. TO 8' DEPTH I t6 TO 24' FROM WATERS 3 REBAR GRADE 40 @ 6- O.C.E.W. OVER 8' DEPTH ' I I 1z 7ATTOP EDGE, 4 TO 6'DEEP 6' MIN. ' H (FOR GROUNDING PER TIE INTERSECTIONS W/ 16 GAUGE WIRE. ALLBARLAPSAT16'MIN. I I NEC 2011, SCN 68026) SHELL DETAIL WALL SECTION36' 1 sAR POOL SIDE DECK EDGE DETAILS roc.E.W. SUCTION PIPEWORK DIAGRAMMAINDRAINS ALL EDGE DETAILS SHOWN BELOW ARE ACCEPTABLE FOR SCREEN SPA DETAWEWED FOR CODE COMPUANC" FOR SKIMMER DRAIN SYSTEM PUMP CAGES WITH BEAMS SPANNING UP TO 36', UNLESS NOTED OTHERWISE c WITH SCREEN CAGE ENGINEERING. DUAL MAIN DRAINS PUMP GENERALNOTES PLANS EXAMINER X POOL POOL SLAB SLAB AND FOOTINGS: < <- 1- f-7 EXISTING SHELL SKIMMER 8• 2500 PSI CONCRETE 1. POOL SHELL HAS NOT BEEN DESIGNED TO RESIST POSSOWE MAIN DRAIN 2' PVC '0(2) GRADE 40 REBAR HYDROSTATIC UPLIFT FORCES. ENSURE WATER TABLE IS BELOW FOOTER LINE TO POOL SHELL OR CONSULT ENGINEER BEFORE REMOVING WATER 12' PUMP I #5 BAR MAY BE USED FROM POOL BACITILL ADJACENT THE POOL SHELL MUST NOT BE 36' POOL IN LIEU OF (2) #3 BAR REMOVED WHEN THE POOL IS FULL OF WATER Y X = distance to pool edge, ft. 6' GUNNITE MIN. SHELL2. THE POOL AREA SHALL BE FENCED OR SCREENED IN ACCORD WITH POOL SHELL R OR COUNTY OR CITY ORDINANCE. GATES OR SCREEN DOORS SHALL BE Y = depth of pool, ft. BRANCH PIPING COMPACTED EARTH SELF LATCHING AND SELF CLOSING. LINES 4' POOL SLAB If X > Y repose is not an issue; 3. PIPING SHALL BE PVC SCHEDULE 40. double steel not required. PVC MAIN TO PUMP PIPING SYSTEMS SHALL BE PRESSURE TESTED If X :S Y install #3 bar at 6' OC ea. way. MAXIMUM FLOW IN SUCTION LINE IS 8 FPS TO 35psi PRIOR TO COVERING PIPES. If X Y -1.5 shoring required. Consult engineer SEE ANSUAPSP-7 2006 II 4 MAXIMUM MAXIMUM VELOCITY IN PRESSURE L NES SHALL E 0 fps. for shoring details. REPOSE ANGLE DETAIL MAIN DRAIN COVER MUST MEET ASME/ANSI All2.19.8 (OR COMPACTED EARTH 5. QUANTITIES OF UNDERWATER LIGHTS, SKIMMERS, EQUIVALENT) WALL INLETS, ETC. MAY VARY. HOWEVER MAXIMUM FLOW IN BRANCH LINES IS NORMALLY 3 FPS. BRICK PAVERS 8' THERE SHALL BEAT LEAST (1) SKIMMER PER WITH ONE DRAIN STOPPED FLOW WILL NOT EXCEED 6 FPS Il00 SO Fr of POOL SURFACE (2) WALL RETURN INLETS. CONTRACTOR: IN OTHER BRANCH LINE. 6. PLACEMENT OF THE POOL EQUIPMENT SHALL COMPLY WITH HOLLAND POOLS 8' LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 415 GOLD MEDAL CT. BUILDER MAY INSTALL CHANNEL DRAIN OR *02 GRATED DRAIN 1 0 • 7. EXISTING ELECTRICAL RECEPTACLES WITHIN 10 FT OF POOL EDGE VGB COMPLIANT) IN LIEU OF DUAL MAIN DRAINS. SHALL BE CAPPED PER NEC 2011680.22. LONGWOOD, FL 32750 PINGAMINIMUMOFONEGFIRECEPTACLESHALLBEINSTALLEDIN (407) 830 - 5327 J` COMPACTED EARTH Z(2) #3 REBAR COMPLIANCE WITH NEC 2011680.22(3) O 8. SWIM -OUTS OR LADDERS ARE REQUIRED ON RESIDENTIAL POOLS. OWNER: NF 0 BRICK PAVERS G1 rnII9. ALL GLASS WINDOWS 30 DOORS WITHIN S AZ WATER EDGE 5 UL9. MUST COMPLY WfTH R306.4 FOR SAFETY GLAZING. c OEpgR 12 10. EQUI-POTENTIAL BONDING SHALL BE INSTALLED PER LIMENP((2)I43 NEC 2011 SECTION 680.26 (B11(b). 3 17 A I I 11. MAN DRAIN PLUMBING AND INSTALLATION SHALL 2 0 DIMENSION REMARKS BAR MEET REQUIREMENTS OF ANSI /APSP•7, 2006. B C D COMPACTED EARTH 12. GFI CIRCUIT REQUIRED FOR PUMP INSTALLATION. LildOn Engineering Company, Inc, A UP TO 49 ( 1) N0.3 BAR CO"NUOUS , • •• • •. • 920 Sunset Shores Dr. B 7, ••• •A-At0••• Minneola, Florida 34715 C t5'— Poaslae •' • '• ENS •'••"',f .0 (352) 394-2590 Ph.& FAX 0 MIN. OF 8' 30• The following codes are to be met . • G F ••.• 0• Cert. Aufh. #2898 E MIN. OF 7' APPLIES TO where required• • 83 ' • F MIN. OF 8' DIVING POOLS E F H Florida Building Code - Residential 2014, 5th Ed. a 110.52583 G MIN. OF 5' ONLY Chapter 42 and Chapter 45: Section 4501 • i NO.3 BAR AT24.00. Florida Budding Code - Mechanical 2014, 5th Ed. H MIN. OF 3' •* . Florida Building Code - Plumbing 2014, 5th Ed. • TE OF61FloridaBuddingCode -Fuel Gas 2014, 5th Ed. STA I I 2011 National Electric Code ; !v • 700 SQ. FT. MAX 3' 98-76 Building Construction Administrative Code • A4•.• Op`QP; `!/• 30,000 GAL. MAX. TYPICAL POOL SECTION, TYPE 3 COMPACTED (2)N039ARCONrIN000S ANSUNSPI3-99,ANSUNSPI4,ANSUNSPI5-03 ••o, •..,,,,,,.. G .• ar h 28, 2017 EARTHor 81 ANSUNSPI6,ANSUNSPI7 '• S•SION& .•' Wayne lock PE # 52583 VIRGIN SOIL ANSUAPSP-15 2010 • • • • • • REQUIRED INSPECTION SEQUENCE BP# CI • 3 Zo 1 BUILDING PERMIT OOL Min Max Inspection Description 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool Deck 50 Child Safety Ins ection 60 1000 Plumbing Final 1000 Pool Final Inspection. i i i Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final Description REVISED: June 2014 Revision Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # d%0 V Submittal Date 1`0/25/17 IProjectAddress: Jd2o-j T26s Y-k S r u..-A LOT S b Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 5E rl-1Z-(-7 P RECORD COPY CBUCK Engineering Spsalalty f6ftuctural Englnelerinq CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 ING P31,VORU QERA" Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 sw" EMCNOW UM a O.ca..4 saa 0C S", tcp No 31242 o STATE OF S70NAL?` IIIIIII` 0%kaoy Apua by. um¢c L SWOMI. ol. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net r FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 1So104-MM2-St0RV-ER 14 SpcKcldlty Structural Englnperinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 35-1 MM2-StORV-ER 14 Speclalty Structural Englneering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). r FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Page Report NO.: 4Sof MM2-StORV-ER 14CBUCKEngineering SpealcsWy Structural Englneerinq CBUCK, Inc. Certificote of Authorizotion #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size: 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 RI Date: 2 / 26 / 15 g Page Report No.: 55of MM2-StORV-ER 14CBUCKEngineerin Spccdalty Structural Engtnelertng CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) I FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 165-1 MM2-StORV-ER_14 of 7 Sppclalty Structural Englr*lPrinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 1/818-1/4" I 3" Side View (Not To Scole) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Abod Screws MMI- 2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) I Fl. #: FL 16568.1 RI Date: 2/26/15 Report No.: 175of- 104- MM2-StORV-ER-14 CE3UCKEngineeringPage7S* peK=lc!PltW Structural r=nqlnec=r1nq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2' o.c. 4' o.c. 4!' o.c. Typical, Maximum I Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) 0 I Nominal Lengths 4 Ft. 6 Ft. 8 Ft. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 2 Typical Ridge Vent Assembly Isometric View (Not To Scale) 01 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION A Application No: J Documented Construction Value: $ Job Address: Historic District: Yes No Parcel ID: Residentiato Commercial Type of --Work: New,- Addition --Alteration-Repair--Demo -Change-of-Usc0---Move' ---- - Description of Work: Plan Review Contact Person: - A D,.. -1 I '{,S Title: Phone: Fax:p3 ? _S263 Email: farvN Property Owner Information Name _7C&I-047-DY-)Phone: Street: r, Vo I Resident of property? : NQ City, State Zip: twpr' 1. Contractor Information Name nn w n 1 .- t1 •Phony: 0 5 30C Street: tse- Fax: 0 - J3 City, State Zip: 5a State License No.: O Name: Street: City, St, Zip: Bonding Company: Address: 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 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 10S.3 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application Ar NOTICE: In addition to the requirements of this permit, there may be additional restricliuns upplicable 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-tlie-foregoing-iiiformation is accurate - be done in compliance with All applicable laws regulating construction and z Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date SiggKre of Contractor/Agent Name of CHERYL D AKERS MY COMMISSION # FF998962 4a.,;_,.c. EXPIRES June 05.2020 work will- 0 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: 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. 2015 Permit Application a,mR a.'.+.r..WO.- rM.•+...q y.y,.t.pr. .•. IMaw... W I/;I IK I..w.a1.Nt4r ta ww.a.It. IOYOC twVJYU{y,.• Ilw.a.rlrM 1wgIR Y.Vw RRItW Ialr.wy.tp 10f0\C U•wl.11wtlOW I.rw.... d. aYr+Vimw c1 ww.a..I.w x71ea= la.\Igo. IDINp AWy.M^_ IC ILw a1 t.IQ.•-- RIYCI nwy.aw•p. MOW L k Ifff/in l.F.Iww 1a. c 3Yii.1.:..`Ch. SIIIr111 1w.rr. IUO.R• M.R fpw. NMn law.Iw•t tal{C. .Mr wyl ttY.. i no— rV.rnlY.\uwcl• Oaa VI.LL,—I: V lff tkvom 1/12/1016 Ventsslln.tw{ •at _ _ _. !: :' 0 4 In.1l.aaor WY III .I 7,% TY a'RVI{\airs C\n.IVa IYN nm tnm ax IQV•Li.wlln•Ovb Ia •..j.M Wm NK OX1.4•'MamwwOrbf.fl.«Mb ULM f:nK IC•/rw01ww.w I.Y.Iw0.Wh tlUn_. _..N-K Il.prl q ,aK 11a NK by lwr• tln NK 07F•O.wrar O.M' I•Il'{•..I-lG - _ Y - Onu ION.( aw..wf0.b\ajp TlO.i I'K at.K.1 Vwr•JV 40V V1. U1tf{ 1190 - — a....M..1 iru M If.'1V- NK f^.•4.... -EMI SRIb Nw' d{•0r.1 M.OAfy I.6 w Vr:MA.W.•.'M1, w_. -` n1UT 6K VK •yw V•nw•.JV wW.M m N.0 I.w V W USIM DIC MIT NKYYC.r- U.V".1 4«aYY,NR..+.4Mdt w.1.0'atn :1aMI(/ It.. wllL wK v.L Wiwi t{I..n 4.wQDw WIWr• CIIWIar. A+OpKY1WGa S aw glli .Y100101y.«0a itY 41K ur6/J 0IV a- m'In a:rl»! C:MUI MIRI.I UUtt Yw Vr.l I... Wt r...-- 4r Wq• a.r aY1.1 tlbY•Cww.14.. p.•].lr.{•G.y. fi. tp Ip JIRl3 ut ID yt 111f1 - In pp.a141JpIL t7A{a\paa tpY R. wpa.dlpw!{ pIMUt ORV•rl.r.«,.IVAOKOIV.{ ID Al•YM.IIYy WCC1O•ATVC\_ Vr11g1_..MK.....: VVNs. ip Yf p T-« rap Y,•w.R aL. t 1]J -• pHw 4lyMCist0awt{ Lta....{atIw1WCVTOW f, R:UI t YMf MI f01MY7 h`.w W T VtV I`a.1 _• _ • r•— ._ fFltUl LLIu.d...r•w.0.d Y{`w 4t:M.. 1{G.9T-.-Itla fAu4 a.ICwJ;O.Itr CR.w N.IaV, a1(}gtg{Dt• n.- 40 `1 v.r...N1..f ••si1iA. u alYuf _r_y c.r.. ...Jse.r. M mum Its..iM• CIYf • .. .. - 10: r.Mr1 p{T .r.•...r u.. iwY .•4n lD TII faO M'avy,fIRau aat.Rt t/I•.w V.:IV{,w6W09A6a C'.a1.S:M.w-NLT.{Vf sra tSul Ip IIw v-jam tf tR ll a'1. 1Y. a` ..n.... uC..a_ JI•LlyafWQa.MY.0• I wI.T.y.w C'J.QS w1/a ado V iwwOAalVri{Y glt WI.Cn.... w. Nh{a0r:.W.a•.M1 ta. w,[.tae.os.sTe..ea ' i RIYau r.s•,....r.enr 1n.. p'` ICD ire td _ O 14MR IAq• • ILO / i• A1 W.a1a111 CO{T aOa M RiYtt7 ".Y rW:.n.. I.... W a1a.:aay W @4TL0C f Ri f.Tl.wm.C..Crw RiIUU Y_ tp lUJae1 p1 I.« v,YI r- a. r •.NI h.. wl Rt«.,l•..4}RS •w tY.10.R0a 1 1 u1 MUUVJa4wtJrMW{ On-• IIa1 a..a iDK.Kvia IRRfN Ir •w.whfns• 1pRVi . w.a:5.1 ~ 6Y . YIK aw t4O'1pVNf 'Y. eawtl {.w...A;OV pw.1 W Yt u ua 1 Ai" V:. q{N 11 aw 1Z .- --- - - I ; Revision Response to Comments BAN 2 6 2018 1 Permit # Project Address: Contact: Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: MZBuildingPlumbing City of Sanford Building & Fire Prevention Division Ph: 407.688.SiS0 Fax: 407.688.SiS2 Email: building@sanfordfl.gov 01. Submittal Date Gb Fax: General description of revision: Electrical Mechanical Life Safety Waste Water 7BJ50 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building Monta Consulting & Design of WMR and Associates, LLC Northpointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 RECORD COPY montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for I-lomebuilders January 19, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 150 Repair @ Roof Sheathing To Whom It May Concern: Based upon a phone call from Carrie Macleod with Taylor Morrison on 1/17/18, we have been asked to review the above mentioned project in regards to the existing installed roof sheathing around the off ridge roof vents. It was brought to our attention the contractor was required to add additional sections of sheathing to close in the gap between vent and sheathing due to larger than required openings. Per our review, the contractor shall follow repairs to address the above mentioned added roof sheathing per the attached Repair @ Existing Roof Sheathing Detail (IA]. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. Florida Lic. 1/19/2018 tX, P.E. No. 81262 Reviewed and Approvecb E. q s No. 8 0 Q ag ST F : Q : I •• •o•••• ,` ALES., Brya . Dahlke, P.E. Florida Lic. No. 81439 1/19/2018 Page 1 of 2 E'' 4 r-\)SS LA YOVT A4ut , WnvNtG-r)&AjS TIRL PLA14 Y P} POOF Vr_-NT L &A i otj ANJ i'C ,>Pc-(. ,y FxfSTlNfr — IZF_ i'il k' L IDS mb GGNN G1h e r,S S(a !`r' i 1 J l n (, + , '' w n r TICS ?ILA NJ (-ryr)I 7jkjF .`:ilk"rl ) ? 1/11 U m 02TZf rr ( A " (. fn rAYLOP- 'Y)l01Z r5onN + Z ; O D -y TAve 3 xF SOT ISU ° ? N l- :o o coo ,y;. L fur._ _.,G ., ,x. s .y•.9 Aida is= v ,, ••-,:.,.. co 0. ', 0Iy// •• 0000•oo°i'^!, Mh X , N) I Li 0 TU F O R )AA, CA C !d lD Rt 40'' ```.? rZAlb VV/ (3) I Z -1 /`/4 ri5 . t nr ri 1111tttttt`'BLOCt AZ cDilEl I.I yr .r n ,.,v RE A 2 G AXIS?rN- rZGY F SN 4THI G- EwsI n/L• ND ?1'5NliQ Oh C.1E 1 , pA(, F z oFZ Revision )d/ _ , City of Sanford Response to Comments :..-Wilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 FEB Email: building@sanfordfl.gov I3 Permit # AdSubmittalDate Project Address: Contact: Ph: 407 Email: daphneclarkinc@cfl.rr.com Trad es encompassed in revision: Plumbing Electrical Mechanical Life Safety General description of revision: CHU had Waste Water 7,615-0 ROUTING INFORMATION Department Approvals Utilities Waste Water 13. Planning Engineering Fire Prevention 13 Building 5F 2 IZ•tB Monta Consulting & Design of WMR and Associates, LLC Northpointe II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 RECORD COPY Certificate of Authorization # 9177 Lake Mary, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 30, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 150 Framing Repair To Whom It May Concern: Based upon a phone call with Carrie Macleod with Taylor Morrison on 1/29/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan [S4]. It was brought to our attention the above mentioned sheet inadvertently mislabeled the Family Room pocket slider header framing. The builder has requested review and repair comments for the above mentioned item. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan [S4] addressing the corrected Family Room pocket slider header framing in lieu of the plan indicated [PSO4/SD4] Header @ Pocket Slider. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. a.ga.a, RE 1S N Brian A. Danzis, P.E. Florida Lie. No. 81262 1 /30/2018 0'.anwc SANFORD t2• t8 , Page 1 of 3 Reviewed ed by, D f IVA CElVNeff- ,. No. 81439 ; O Z 1A STATE OF r •` N Van E. Dahlke, P.E. Florida Lie. No. 81439 1 /30/2018 Monta Consulting & Design of WMR and Associates, LLC o C) 1 F- LU w Cn Z Q J 0 Z Q O T U ) LL T--- Cr ZO 0 i LU OCr 2 Cr LL Q00Z Orr a o 0 Page 2 of 3 wwC U Q d w rr aJoC LLJWQQ WWF- _ rr 0ww W r 0 U) — J O a Y J U F- a W 0 U 0 F- Cr W 0 Qw=w - LLJ 0 rr - - w:3Ocn COCnUQ 81439 o TATE of .` Q V 4. R° O rG` JAN 3 0 2018 ryan E. oahlke, p.E. FL LIc. No. 81439 Monta Consulting & Design of WMR and Associa es, LLC MASONRY BOND BE PER PLAN TYP. POCKET SGD ATTACHMENT BY BUILDER HEADER @ POCKET SLIDER PRE-ENGINEERED TRUSS AND CONNECTIONS PER PLAN TYP. IF PERPENDICULAR TRUSS INSTALLED ABOVE, FASTEN 2X8 #2 SYP TOP PLATE TO TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ 16" O.C. W/ EXT. SHEATHING PER NAILING SCHEDULE. FASTEN TOP PLATE TO VERTICAL STUDS W/ (4) 12d NAILS HGAM10 TOP AND BOTTOM PLATE TO CMU WALL W/ 4)-1/4" X 1-1/2" SOS SCREWS & (4)-1/4" X 2-3/4' TAPCONS TO CMU @ 32" O.C. AND MIN 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADO AN ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO CMU (P 32" D.C. MAX. 2x8 SYP a2 P.T. BOTTOM PLATE W/ (3) 12d NAILS @ EACH VERTICAL, EACH PLY. STAGGER NAILS AS REQUIRED. 1 /2"=V-0" Page 3 of 3 01111I 111/ 000 ENSFb. No. 81439 s STATE OF •° A•f•g00 lose NALENC0-N`. JAN 3 0 2018 Bryan E. Dahlke, P.E. FL Llc. No. 81439 Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 RECORD COPY Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 25, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 150 Repairs @ Floor Truss To CMU Connections To Whom It May Concern: Based upon an email from Carrie Macleod with Taylor Morrison on 1/24/18, we have been asked to review the above mentioned project to review the floor truss to CMU connections as indicated on the First Floor Framing Plan Sheet [S4]. It was brought to our attention that areas of the Floor Truss to CMU connections have been installed to an incorrect layout for the (1708 to F08, and F03) Perpendicular Floor Trusses. Per our review, the contractor may also follow the attached Repair @ Two Story Perp. Floor Connection 4D and 5E] for the (F08 to F08, and F03) Perpendicular Floor Truss to CMU Connections as required. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. If you have any questions about this letter please contact my office. Regards, Florida Lic. No. 81262 1 /25/2018 REVISION OJV ING D SoNZ FPAR 17 "2280 Page 1 of 3 Reviewed and Approved by, ENS ••. -,+ . F No.81439 e TE OF 00 OR Z •.%•P•'••: S ONA1-•``. ryan E. Dahlke, P.E. Florida Lic. No. 81439 1 /25/2018 CONTRACTOR TO REFER TO PLAN INDICATED DETAIL (WS11) ON SHEET SD5) FOR ALL REQUIRED INFORMATION NOT SHOWN ON THIS DETAIL FOR CLARITY. D . mnm r00 0 So -n 00 wco . FLOOR TRUSSES PER PLAN @ 24" O.C. (MAX) MASONRY WALL PER PLAN NOTE: ALL FLOOR ' TRUSSES TO BE P.T. IF NO MOISTURE BARRIER ( FELT PAPER OR SIM) IS PROVIDED SHEATHING PER DETAIL WF10/SD4 CONTRACTOR MAY INSTALL (1) ADDITIONAL FULL HEIGHT 2X4 SYP ##2 VERTICAL SNUG WITHIN FLOOR TRUSS AND NAIL TO EXISTING END VERTICAL W/ 12)- 10d NAILS EQUALLY SPACED 2" FROM ENDS MIN. 12 NAILS REQUIRED) IF THE META16-S ARE INSTALLED FORWARD OF THE EXISTING FLOOR TRUSS VERTICAL MAX. 1-1/2". CONTRACTOR SHALL THEN FASTEN THE META16 W/ MIN. (8) 10d X 1-1/2" NAILS. MAXIMUM (1) 2X4 #i2 VERTICAL MAILER MAY BE INSTALLED FOR ANY TRUSS LOCATION. 1/ 8" GAP BETWEEN SHEATHING & CMU 4D REPAIR @ TWO STORY PER. FLOOR CONNECTION 3/ 4"=1'-0" CONTRACTOR TO REFER TO PLAN INDICATED DETAIL (WS11) ON SHEET SD5) FOR ALL REQUIRED INFORMATION NOT SHOWN THIS DETAIL FOR CLARITY. SHEATHING PER DETAIL WF10/SD4 MIN. 2X6 SYP #2 FULL HEIGHT BLOCKING j WITHIN FLOOR SYSTEM W/MIN- (6) 1/4" X \\ 3-1/2 SDS SCREWS. ((2) SCREWS TO TOP CHORD OF FLOOR TRUSS AND (4) TO BE EQUALLY SPACED ON END VERTICAL ABOVE HGAM10. CD n BLOCKING TO CMU CONNECTION r = D USING (1) HGAM10 W/ (4) 1/4"X 1-1/2" A m Z SDS SCREWS AND (4) 1/4" TAPCONS 4i I MAINTAINING MINIMUM 2" EMBEDMENT. OZ HGAM10 SHALL BE INSTALLED FOR o EACH MISSED AND/OR INCORRECTLY 06 m c INSTALLED META16) m - MASONRY WALL PER PLAN Q o••••••••• B i NOTE: ALL FLOOR 1/8" GAP BETWEEN SHEATHING & CMU9 TRUSSES TO BE P.T. IF NO MOISTURE Z '• o`• IZTI BARRIER (FELT PAPER D ro Z. = OR SIM) IS PROVIDED o REPAIR @ TWO STORY PERP. FLOOR CONNECTION SWORD a fiRE QE A94t.!Et' Qom. Building &. Fire Prevention nit-ision REMIMN IM 1. FENCE PEMfIT APPI.ICAT70N Application No: Documented Construction Value: S Z37 lob Address: (a1-e., Historic District: Yes No o Parcel 10: Z 1— I ci— 30 — S1.0 -_OD On— _L ; Plan Review Contact Person: _Goo Phone: `f 0`1-S ? q'"7 gY6F jx.: Title: - Email: Residential Fence Information Type of Fence: Wood metal Pvctvinyl JO Iron Other Fence Height: Feet N Cates: Total Linear reel: Additional Information: iii l Fences with a height of over 6 feet •ill require signed & scaled structural engineering" j Property Owner Information Name 1 v fWae o Phone: Street: 2 _ r- • Resident of property?: /a city, State Zip: &92 Fence Contractor Information Name _1 _CA4-[ Street:53_q j/ amd City, State Zip: law (7tdc f- 3 Phone: Yo7-J 7eT_- 0 Fax: Please Note. The Building Department does not perform site hmpections on Residential Fence permit. A signed and notarized Fence Affidavit is required to be submitted along with this permit application. Please see the attached Fence Permit Subtltittal Guidelines WARNING TO OWNER: YOUR FA1LUKE TO RECORD A NOTICE OF COMMENCENMN'T MAY RESULT IN YOUR PAYI:NC-TN'ICE FOR I1%1FPROYE.MENTS TO YOUR PROPERTY. A NOTICE Or COMMENCE.7F.NYT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 11? YOU INTEND 1'0 OBTAIN FINANCING, CONSULT WITli YOUR LEI'DeR OR All ATTORNEY BEFORE'. REC,OROINC. YOUR NOTICE OP COMMENMM>;NT. EtWi%-a August 1.1D17 1 N011C'f Too acklition to die tequiremeau ofthis ptriml. there may he athlitional restrictions appliabk to tits properly Ila, rmiy he fxand in the public records of this comfy, asul thae cony be additional permits rcgtiiretl from other guvrmniental ctttitirs such as water management districts, stale agemie:r, tot kednal agencies. AoeepIA''aceoCpvmil iv vaifimliut tluit I will rlotily the owner of the properly ofihe raluitanarts of Fluuda Lisa I.aw, hS 7134. he City of SaaAmi nvtirer lwytouarl Ufa plan my iew fee at the time of permit sithmival. A copy alike executed contract is required in iadc to cakWaw a plan revtcty charge aad will be ennsickied doe omWociated construction value of the job in the lithe of .ulnrtittal. he ectzuoJ eonsiniciii)n value will he fguscd lousedori the cuiTeat 1CC Vatuation'lable in effect al the tithe Ike permit is Issued, to nearrtlartee with local ordinance. Should cakulnicdl chrtrSp-i fiLwed toff (lie commed contract exceed the achool ccrosinkAiin value, credit will be appLed to )vrtir loernnt fety w1scm dro pertuit is issued. OWL'ER'S AhFIDAV1.1% i certify that all of the ftlregoinh infortuadou is acctirate and that all %rnrk will be done in compliance with all applicahlC laws regulating construction ant) zoning. K,pj dthier/,eae that. 16 A K I JI'IW I0l M 10 Wwt tlwrarfAgst'rt rme 0/ #q-/11 S1EPHANIE BANGARTNER ItG tar T peek - State 01 Florld a Commists1on OFF 105082 My Coanatsotorr f tlikes Owncr/Agent is Persmalty Known to Me or Produced 1D , Type of ID 10/2-7) 1-7 ti uaareaft'onvt emdAgcot y =- - — _ rl k cCdAm• Name Iot-lug 17 EAIANftyt Lt1ARTfLs: Oft III Raft C4am6dod FF SM ItbCn SON tioa.IS. 2D1T Contractor/Agent is JL =. Personally Known to Me iu- Pmdumd I U _ Typc of m ,__ _ I111'4I,0%V I'S FOR OFFICE USE ONLY Permils Required: littildiug Electrical c'Icchanir:al I'lumbing0 Gus Roof Co structimi Type: _ Occupancy Use: _ __ Flood Zone: I'otal Sq Ft of Rldg: Min. Occul ancy Load: li of Storims: New Construction: Cleeteie -# of A mps Phinihing -# of Fixtures _ hire Sprinkler Permit: Yes No # of I leads APPROVALS, ZONING, L411IL8 UTILl'l'II:S: CONO-I INMS: TWIG M?T:R IN FIRE: Fire eVarm Permit: Ycs iVucl WASTE WASTK: _ Ok to install of la- foot high fence and L gate(s) as shown n plan. Fence shall be constructed with finished side facing outward. RUff.17R rC P--vired: Jaw 30.2015 Prrtni Apptioaum PROPOSAL FORM 3391ST,traW!rrt>'cl fAt+ lrt lxu,1, T1gtuLi 1e78FRELIANTFENCE FLORIDA'S CHOICE FOR OUAOTY fEHCIAc Phone-SGG8S1,3465 or4075797406Fax: M$607765 Email: tnWN tamleme.com Web: vmw felsantlent:et:om PURCHASER INFORMATION StJett Attdrett~ L. ' city. !/ Vl l swi, raw SIX Cam Home Plane: taxlc f4talr. fa•: Email B:b flame f truatistt: La% tt Sb SPECIFICATIONS JOB DIMENSIONS fdHCE TYPE HEIGH' t0IX fo OIA,0E GATE TYPE SIZE QZAHTff tics. ....-.-.... : .• .. .- ... - . 4ZAj Retnarst cp speoW Regtatementr J 2- COMMENTSISPECIAL NOTES CONDITIONSOF AGREEMENT Tat: Rndned Tax: total: Rrtisad total: OcImNit: Rewiwtt oR,a: Bdtwxr- Rerised Balance: G;; 7*,3d%* ttxa^ :irt Ot :r klimattd (cad tt.= Vl=zr7 tta:.r'ttation Data: tsiimat[ r, tr y U j- I e ! `' , ivatta to co:wllmus on atvutst uoc 0 Cp 'J •' ,jt . f' 4ipi3r NOTICE Of COMMENCEILEIR FS 713.13 lI N! lt) lltlt ilitt IlIII $lt B illl ltil CUPt OF CIRCUir COURT & WIGIt'ZILLER PA( 9078 Pe 3a 1 Wo s ) CLERK' S : 2018019343 RECORDED ( 012012018 10.121:,) AH RECORDING FCCS MOW RECO., 11,a0 BY tsolth n# SDOCUMENTUUSrBECaUPLETEDWHEN COASTRUCyfOMVALUE 9WEEDSf.UOUM This eteu—cru Pn -cd bY: Holland PdsMenrWar Jad son 416 Bold Medal Ct Longwood R 32750 Kisim l ..yy TAkVOCIEL1- 19-3r-vJ;10-1-1*0CWAVOF Tta: ad gip-d It- l.W pr.a zeMe fist arp s—am we aA alb Ia tANO reap plpatb; iae h aaaaduas ..ar chap#- rttl 1 boot Suftm. tse t1e•t•0 irtwMOvt'sV.nWal h ili. Naar stemumW2 m. t. lotdnmre.olda-roartr. Lot 150 n rc P{. 4 PB ,e.. Q p. PO -it tern otact aorta. &Att7,bp 1_fY V4* , 6kj-rf 6reisemka.n d bt wvt.rs.e G. i A.,. Ore, a ( Wmr t4-- Taylor Alonlsan of Florida Inc e"•a' 2600 Lake Lucien Dr. Witlaw FL 32751 et..x eJ.; .eft a. YNIalHratrq:GCS10 tN-M oV acllwa ato d• taa atnpta 1«faLatl (.t alter hel aae. p^ Rc r11n'tla: G word soma: 40 3- a3D- S3277 rz-'407-03044044Ov • L4,o 6 e r Fr. J y ? 8 iu.rtr alrrnao.oneClea' card onto,.. lanraw ,a,m.. M•.tMst• // axon• y// ' te• r Pawn witese.- 9. tt d ftrm a M ty fle"im CPt.'.'f0n01016:011 O era e"W& AYt to -a...d as pskited 4 whorl Lt' IXttl.p, fbtde Cud". 0411". AMOK owe A lbs. ttd Ila Atmal e. fthOWN" uee.ase.SCU%P-- tmttu."t«m"11arex.eeoayawLk .giu.2w.ateAe,r nmru.t ltTtepta WI.M. ~L adimm. Owe raarao, ar. t tat m6u). 9. ta"Imdd.dtatir.dCanr.na.t. dOM.,WwIWAnataie-.•t•Itt4aw.Cho Clr.a4 a6_afaa..d9..dse.a-w'-c a WARNING TO OWNER: ANY PAYMEWIS MADE BY THE OW14ER AFTER THE EY.PIP.ATIO14 OF THE NOTICE OF OOfd1AENCEAIENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYYtG TWICE FOR 04PROVEAtENTS TO YOUR PROPERTY. A NOTICE OF COUMEfICEW Ef1T MUST aE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU BITENPD TO OBTAIN FlUMIC010a CONSULT WITH YOUR LE110ER OR AN ATTORIIEY BEFORE COMMENCING WORK OR RECORDING YOUR fl0T10E OF CORIMENCELIENT. Verltkatlon Pursuant to faction 92JWS. Florida 8198101e/, Under permMea of perjury. I deceim that 1 nave rend two totagolre end Wd the tect3 stated In it are true to the best of Any knowledge and benst. 4planwe of oa-Pt•-shoe en eivake a • er.. ..a. ct.tau Owta par. WO KAME) 6/ 1wnaue as owe . Ad.smeormntin-*ec+ Z-se..wit+a its tw-ywg mf.e.ra.ia a In Brbu a•! It4 drt d 290. q are ."^-1 OK.1 111iAt MCI"0 ^-.- psa.ae. _ a IM.alr 1. S O:t,1ta aeaaLyt tte ttlt UL rn aft Ram ns• Notar?.9w _;o: t'• ,4 HN y Ptfb%C • Slate of FWr cR me Iseetl Commission #FF 105002 my CotrlclissionElpfros April 19. 2013 CITY OP it V OI Building car Fire Prevention Division FIRE 17>:PARTME"T ' Rk:SI DENTIAL FENCE AFFIDAVIT Q/ ( 6 FEET OR LOSS iV HEiCIIT) Prwrr #: ' _ U O A11U12 ss: 1 umixv Arrltlnt imT ALL ur M FOR'MM. t tFfrRlfATtO): LS TRtm. AND ACCURATE MM VINCE SM.1. aE iNSTALLM IN ME APPROVED IA) ATM.IN ASS-tWU N UN'IHH APPROVF.n STiF. PLAN. 'Mr., FMCR UM.I. IIIS XO 111CH MR MAN 6141s'T, .N&A RFD num uaAm 'nis 4TNW IL0 SIM OF IHk. Fh l1`yF. M RFI11 WD TO PACK ON. IT I$ TIM I k%ff.ORTIER-S RFSPONSMU.M M VrM]T- Il ff RNO; IS PLACIv %MLIN 110114CUYkXIY LINES AKD ANY 01.8MTF.S RF, UTFN AnJACFXT $ tC)tFd0.'NM• t %%MA. nr,. A Cl%'IL ACATiTR I UNDERSTAND II I AT FAILURE 10 PRL1MLY HXLUM' I SF. (A rMFINFS A\m Anti: p m At.i. cay CODFs (SANrow LAND t)jt%uA wL r REauLA7wNs. SL4uwuLE F) cx&'L i) re.Lwt:j* IN TRF FF,\*CF, tiA ViNCI TO iM RFPIA=, RnDCATF-MOIt RJ.'NSO,.tLD ATTIlE OWhIR S E.KPL-%&U FTIVCII CVATRACTOit Bl' MMKINC: MIS AiT7DAVIT, VOU ARTS AC1 VOM.EDCLVC VOU LLi E JADE I -RE UOMEUWNFAt AWA W OPTHII MOt AMTJA%TT STISiIXtIONS AS STATILD ON TIIUS DOCU L r. COA/1M.VY I QUNrm l'UR: PQ / . r l , + F"'. i A Qt31t nmcrm SIUNATUM: r—pr—zr-- I - _ c_, DA-M I I&NU10mNER (OwNERh1ULLL)EA) WF.RIBL*M-M NAAIIL QNINF t I BUUJ)M SKNATURE: DATE: PLEASE NOTE" TIM, 11U1.1,U1,N'C. DF,PARnMANT 1VEE.L NOT CONDUCT A\'V INSPECTIONS ON RESiDENTIAL FENCES. TINS A.FI-'J '1AVi'1','A1kL';rr iIN PROVIDED, STC,-,TD ANM I OTARI7.FD, ATTHE TIME OF PE%NtIT SUONLIT'fAL AM) WILL SUFFICE AS THE FINAL hVSPLCIYO,v APPROVAL FOR Tl I.E 'WC& STATC OF 1'LORIVA COUNTY Ok Z 1AA C Sworn to and Subscribed before we This _ day of 20 y by: t ?D Wtz—t ?A U L- Ioc . %%%o is U Pemnalhy Known to me or has nl4duced (type of 46 tinea110o) as identification. S1;2Z tart'• PUblve SHBATJ.SCOTT State of Ida ANHe djonnall:. SlionF F1ee; 46"of l fMM Pr% Wijpc t mp Name of notary Puh ie t: fl cinro AU9UM I. W17 DSSCRUnW AS FURA' AROz t.dt 150. TNORfMQROWX PHASE os necn{aW & Pkt Boob di, Pbgez707f, Pl+Orrc R#tyrtTs Of S/In+ntll Courab; qaddb, PLOT PWI PO4R/CERnTM M. tcytor !horizon ci nad to. tnt. AVE I55 S st :;!07 A AS\7 W sow ue fDr w AssC . t ri'? j norx r Its loom W Y od¢ WLR kk p mr ret Nti h 2 71 of D'P1B'aC Ji' R I00.00' RED ROSE LANE c"-ftoo• 50' R/V) IRtcr 1 c e s 6&0074' s o 0 Be (16-868 DATE Ok to install Of J L foot high pyC fence and L gate(s) as shown on plan. Fence shall be constructed with finished sidefacingoutward. 0aw WmmkTa r r: oye rcM r . t0.+taarrltpvptes k sty irtt MAWnr i OW am orml ar J47 Sri aernolO &W*,or npa"05 PEW &MEF siootau r.> Jnr 10 «ara,o rur 11. #iP ICNB JS.Y • aCC G19 CR t S'L IIRA S WVI'1 Lali 1 !1/f{o R/, E rn Obilrl ipr1m1fGwIC[ Jar CDi'q;{+ Iir /{AM r0' IOJi' GR(lSBJVAlL'YER—SCOTT & ASSOC., INC — LAND SURVEYORS 3 s.ao c oxar+tt at QUM% n. JM7rp Ha'71.Jn-sti? our (r,p,tsataar 8ArOr o o^wirfiW` T O rM t r orr•.- . M a y.. . a4M wllls M i$ :' 1.y 1.r M4r lw/r. .1/•a„ OR f _ ` e....I .. Y ay7 wwo ar. ter. arm wr. w. no aw 40.r.an wn+«swr K Mtta rwo.a n Wm;; p .wrdoraatus0 .w own *.W o qP war 4' V' r+/ rtu atrsi Ve o•. O0ac ilLar'ali 0 DESCRIPTION AS FURNISHED: Lot 150, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. ACE RCIgSU ,Esl 9D Fja , 8.5' Wes" i REC. 1/2- I.R. NO I.D. P.O.L. ® 115.36' C! LOT 149 Q O 8.SB y' 7.22' o'- 29.56' 10 i \ LOT 150 i 17.81' 30.0' p POOL O o; CONC. DECK 3.O,x3.0' COV AC PAD-0 CONC. 15.47' 1 30.0 8' RECESS FOR POCKET SLIDER TWO STORY RESIDENCE F.F.- 25.22' c cu REC. 1/2" I.R. NO I.O. fP.O.I. • 145.57' 14.19' 13.32' 16+ 5.68' 4J-L iC' BRICK 5.52' OR. 25.78' I 0=12'48'32" R-100.00' 1.2' 10' UTIL. 8 L=22.36' ON ESMT. ems CONC REC. NdcO D=18'24'51 " REC. N&D P' 4596 R-100.00' y 4596 L=32.14' C=32.00' CB=S 68.00 24 " E 16 G ON LOT AREA O7,561 SOFT. RED ROSE LANE LIVING - 1,157 SO.Fr. GARAGE a 451 SOFT. 50' R/W) TRACT I ENTRY - 74 SOFT. LANAI - 128 SOFT BREEZEWAY - N/A SO. FT. DRIVEWAY - 405 50.FT. A/ C PAD - 9 SO.FT. WALKWAY73 SOFT. US: IMPERVIOUS 30.3 z 2.296 SOFT. G S00 5 265 SOFT. AL U I N : y4, F} R/ W = 247 SO.FT. GQ0 QqPROPOSED a FINISHED SPOT GRADE ELEVATION APRON - 54 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK a 157 SO.FT. V = PROPOSED DRAINAGE FLOW FRONT a 25' SOD 37 SOFT. TOTAL AREAS: LOT GRADING TYPE A • REAR = 15' PROPOSED INFORMATION SHOWN AREA = 7,808 SOFT. PROPOSED F. F. PER PLANS a 25.2' ++ SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 459 SO.Fi. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK = 230 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIElO VERIFlEO SOD - 5,302 SOFT. GRUSENMEYL'R- SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT IOL • POINT ON UNC r • r1ELD TTP. • TYPICAL Norm., ID. •WON IPC PRL • POINT IP RCVERSC CURVATURE POINT or COMPOUND p1RVATUAE POD F.C.C.CRETE I. THE UNOERSICNm DOES HEREBY CERRrr flgF THIS SURVEY MEETS THE STANOAROS Or PRACIBCC SET nMM BY THE FLORIDA BOARD Or PROSESSID&.1L SURIMU AND MAPPERS AN CHAPTER 5J-17 fLOVBOA ADMWSTRATM CODE PURSUANT TO SWIION 47LO27. FLORIDA STATUES C CONCRETE / QBRENi RA0. RADIAL SET LR. • CO• 1/2' I1L •/ILI 45% MR. NOT -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICNAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID RM. RCCOVCRCD Vl. vIrw= POINT 3. THIS SURVEY WAS PREPARED FROM TREE INFORMATION FURNISHED TD INE SURVETOR. THERE MAY BE DINER RESIRIOIIONS PJMI. •POINT Or BEGINNING CALL • CALCULATED P.D. G. • POINT Or CNUO91CCN[Ht RX • PERMANENT REFCRCNCC HOIAIMrM OR EASEMENTS THAT AFFECT THIS PROPERTY. NO WIOEAGDIlND IMPROVEMENTS HAVE BfOI LOCATED UNLESS 07NLRY/ISE SHORN. E • CEMMLD[ rr. . FINISHED FLOOR CL[VATION NLD • NAIL L DISK • SETIACK LING 8. THIS SURVEY IS PREPARED FOR THE SOLE BENEM OF THOSE COMM TO AND SHOULD NOT BE RELIED UPON BY ANT DINER &MTV. 3CNCN4ABUILDING R/'/ . RIAr &M. EI RK 0. DIMENSIONS SHOWN FOR TIC LOCAIKIN Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES LL BA SCAR fSNT. EASEMENTBT. BASE TEARING SEMEN/ 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON 114E LINE SHOWN AS BASE BCNPINC (B.&) GRAIN. • ORAIWIGE B. 0"ATION1S. Ir SNOW, ARE SAM ON NATIONAL CEO"11C 04TUM Or 19". UHILSS QIWERMSE NOM uTIL. • UTILITY CLEC. • CHAIN LINK rENCC 9. CERRFICAIC OF AUTIMNRAOON HY. 4500. vOrc. vOOD rENCE C/1 • CONCRETE BLOCK SCALE I- 1' . 30'--4 1 DRAWN BY. ••• P.C. • ro1Nt OP CURVAtNRE P.T. POINT a TANGilCT CERnnEO L?Y: OATE ORDER It. DESC. DESCRIPTION R • RADIUS PLOT PLAN 05-26-2017 2121-17 D : DUEL TACNGTN REVISED PLOT PLAN 05-3I-2017 cT • cHuoeo / CARING 10-25-t7 4647-17 NORTH w nNAUELEVS 03- 6-fS/ELEvs 1795- 18 THIS SUILOINC/ PROPERTY DOES.NOT UE WITHIN THE ESTABUSHEO 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE X. MAP / 12117C 0055 F. TOMWGRUSENME{'ER. R.L.S. % 4714 JAMES W. SCOTT R.LS / 4801