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4605 Tampico Way 17-1827; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT 100003 1VoVO3s7 ER, 17'10000357 WAY «60s TRAFFIC ZONE;022 JURISDICTION: r' mmw; s"v, PLAT BOOK. PLAT BOOK PAGE: DATE: June 19' 2017 22-20-30-520-0000-0340 smacoL: azOxzo' z^aCT: 3300 aunA»moNcE aPnzmG$ FL 32714 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4605 TAMPICO WAY REeGeN eozNTE LOT 34 SPR mu n z ro7 on TYPE DIST ScHEo RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing 705.00 1.000 dwl unit 705.00 RAS-----_ Y 00 1.000 dwl unit uu r-_- ou LIBRARY CO l - ' 54.00 1.000 dwl unit 54.00 SCHWA-- c v Single lyPARKSs.Vnu.nu 1.000 unitdw i 5,000.00 uo LAW ENFORCE V no DRAINAGE a oV AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY, V c hk&IGNATURE PLEASE PRINT NAME) DATE - NOTE To RECEIVING SIGNATORY&PLICANT; FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY R SULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION : 2-FINANCE 4-LAND MANAGEMENT PERSONS ARE ADVISED THAT I E IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY E RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BU- IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, To APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REVUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABO E BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THh RE UEST FOR REVIEW MUST MEET THE REFUIREMENTS OF THE COUNTY LAND SEVELOPMENT CODE. COPIES OF RULES OVERNING, APPEALS MAY BE PICKED UP OR REJUESTED, FROM THE PLAN IMPLEMENTATION OFFICE- 1101 EAST FIRft STRE T, PAYMENT SHOULD BE MADE TO. SEMINOLE COUNTY OR CITY Or SAmrono BUILDING DEPARTMENT 1101 EAST FIRST STREET PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356, J REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # 17-1827 Address:. 4605 Tampico Way BUILDING .PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Farm board / Foundation Survey 30 Slab / Mono Slab Pre our 40 Lintel / Tie Beam `/ Fill / Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Lu-gh In 80 1000 Final Stucco / Siding 90 Dgwall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence R Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Under ound Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Ins ection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final.` Min Max Inspection Descry ton 10 Mechanical Rou 1000 Mechanical Final REVISED: June 2014 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Te!eI±one 407-422 -2234 WE17041 RISCOP D040 INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000 -0340 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this N otice of Commencement: 1. Legal Description of the Property: Lot 34, Reagan Pointe, according to the Map or Plat thereof, as recorded in Plat Book $1, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Pro rty Address. 405 Tampico Way, Sanford, Florida 32773 2. General Description of LnVrovernent: Construction of sin e-family residence and apElicable associated i royements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property. Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's. (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westroonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bo nd is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Own er upon whom notices or other docurne nts may be served as 2rovided by Section 713,13(1)(a)7, Florida Statutes . (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of co nstruction and final payment to the Contractor, but will be I year from the date of recording unless a different date is specified: AYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR DPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND DRE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, kN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledgeand belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John KingmAlkeatinj,'Authorized Age nt J 1. COL that a this i acktx same WIT] Na tPLACL I tEDY CERTIFY, as an officer duty authorized to take acknowledgments and oaths in the State and County aforesaid, tion of this ins meet on the date set forth below, John Kingman Keating personally appeared before me as Authorized VoffS, y Homes, a Delaware limited liability company and executed or acknowledged histlicr/thoir previous execution of H HEREFURTHER CERTIFY, that ohn Kingman Keating, is/are the same person(s) either executing or IE th f tiotheforegoinginstrument because- I personally know him/her/them OR 01 have satisfactory evidence of Florida driver's license or 0 her identification: a official seal in the State and County aforesaid this 17th day of July, 2017, ilciadt" —1- 1 u GRANT MALL CLERK' S # 20 10, 00 ZK OF CIRCUIT COURT SEMINOLE COUNTY FL 50 SK 8962 Pg 1775; (11 pg) &RECORDED 07/31/2017 03:11:03 PIVI CITY OF SANFORD BUILDING & FIRE PREVENTIONCF JUN is zo pplication No: I ) L-1 111 Data struction Value: $ Address: l Historic District: Yes 0 No el ID:aL2Q -ZQ-o-C)QQQ -A ResidentiaN Commercial aofWank: NewX AdditionD Alteration[] Repair[] DemoE] Change of Use[] move El of Work: 4 Plan Review Contact Person: T-U1,12 piamyjyla Title: W-CA tICChr Fax: Email:APiCk dwinomest-wi Property Owner Information Name LK) - LI-C, LL-) Phone: '41 A - 81to -, 3 5(#5 Street: MI M. Road Resident of property? City, state zip.. S* bo-x,,i,)e,,e4d,&j ,-',SContractor Information Name Street:,Mns 5, wfltb6 mmop Fax: City, State Zip: S7* 44 State License No.: A= Architect/ Engineer Information Name: hkQD±A .' 14"it A Phone: 40--0% Street: XIA2, Is, we IT ivt OD Fax: 44bl* - 61X— CIty, St,Zlp-- 5V6Aa!Sj FL, W:3i4 E-mail: Bonding Company: Mortgage Lender: Z7 Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE MENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 108 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. f 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 jurisdiotiom I understand that a separate permit most be secured for electrical work, plumbing, Signs, wells, pools, furnaces, boilers, heaters, tanics, and air conditioners, etc. FUC 10.3 Shall he inscribed with (he, date of application and the code In effect as of that date: 51h Edition (2014) Florida B01ding Code Revisv& Itmo 30,2015 Permit Appficatioti M: In addition to the reqttircmeats of this permit, there may be additional restrictions applicable to this property that may be in the public records of this county, and there may be additional permits required from other governmental entities such as water ometil districts, state agencies, or federal agencies, of permit is verification that I will notify the DWRCT 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. WYNER'S- AEFIDAM: 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, lot 41 -7 Si9&Wr00f0*cVAgdt 4 81s6Murt7of YNcigAgeaY 4--' Date Mitt 01-1rAe-t's Naroo Print CoAVETor/Aprit's Name SIRAT of of t9ftm. t1w$w" Date f Notary- ;, MA SM NOTAITYPUBM NOTARYK)SLIC STATE OF FLORIDA STATE OF FLORIDA Comm# 0GO02096 COMWO0002096 61154M 611 52M OwnerlA!gentPis Personally Known to Me or Con-tractor/Agent is ersonally Known to Me or Produced U) Type oflD Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Required: Building of Electrical Mechanical 51Plumbing[, Gas[] RoofEl ction Type: I \f e? Occupancy Use: 2 Flood Zone. - 5 EC - Ft of Bldg: 2- 11-4 1 Min. Occupancy Load: I #of Stories: 7- 7 kW to New Construction: Electric - # of Amps '0 Plumbing - #of Fixtures 1] Fire Sprinkler Permit., Yes[] No 6d# of Heads - Fire Alarm Permit: Yes El No APPROVALS; ZONING, k'(012,12UTILITIES: WASTE WATER,. 7 1 1 ENGINEERING: "-r(- rW -() FIRE: BUILDING: YWC impervious area shown on pl.n, June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL. 3772 2017 Residential Permit Fee Calculation Farm Effective February 2017 - August 2017 BP# 17-1827 4605 Tampico Way Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I737 square feet 404 square feet 21411 square feet Dollar Valuation of Work: 215,973.73 State; Fee: 66.74 Permit Fee 1, 5 51. 82 Application Fee: F 25.(10 Plan Review Fee: 647.921 Total Building Permit Fees: 2,291.48 City of Sanford Planning and Development Services Engineering — Floodlain Management a r- • '-s Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte chive, Suite 3300 City,: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering o)dwhomes.com Property Address: 4605 Tampico Way PropertyOwner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0340 Phone Number: 713,316.3365 Email: The reason for the flood plain determination is. New structure E Existing Structure (pre-2007 FIRM adoption) El Expansion/Addition E Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 1" above BFE Post 2007 FIRM adoption - finished floor elevation 24" above BFE (Ordinance 4360) ri Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: El floodplain floodway Ej A portion of the parcel is in the: 0 floodplain El floodway The parcel is not in the: Q floodplain []floodway El The structure is in the: [:I floodplain floodway El The structure is not in the: E:] floodplain floodway If the subject property is determined to be flood zone `A", the best available information used to determine the base flood elevation is: 8P#' 7-1827 Reviewed by: Michael Cash, CFM Date: June 26, 2017 LIMITED POWE R OF A110 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: InICIII I hereby name and appoint anagent.of Lnkiei V=I-&4 tt-P0ae-!,— Nrana ofCompago to be my lawful Utomay-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application, for work located at LIj ht:* 'r&tMC>jCn WQA4 , Street Ad*=) Expiration Date for This Litalted Power ofAttomey: Ll"nso Holder Name: State License Number; C. Signature of License Holder: STATE OF FLORiDA COUNTY OF The foregoing i meat asMaekn lofted before me this day ofIn 200 6v tp r1y who is q-<!Fn:a lly :k, to the or a who has produced identification and who did (did 17— .4-) an oatIL--, 7" AI Notary Seal) RACHEL BLACKWELL Notary Public - State of Florida My Comm Expires Jan 12, 2018 Commission # FF 062350 1011111111 111 '1 Jill 1 0 4W I — — Print or "o name Notary Public - State of Commission No. IMY Commission f-;4uvs: 4 1 If I Application for Paved Driveway, Sidewalk or 2:1111 Walkway Including Right -of -Way Use & IjOIRKIlb-"; 1 64 1 ; Di + IF IN 1877— V11 " a V "U U -1V W Y 44rifordfl.00v Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688,6140 Fax: 407,688.6141 perrnit authorizes work to be done on the subject property or In the City of Sanford's right-of-way In accordance with the 8 regulations and the attached construction plans approved as part of this permit, The permit is required for driveway or Amik construction over 100 square Met of concrete or other material on the subject parcel and / or any construction of a tway, walkway or landscape Improvements within the city right-of-way, It does not approve any work within any other Motion's right-of-way, All requested Information below as, well as a current survey, site plan or plat clearly Identifying the K"W whirrs II410W. and location of the e)dstlng dght,-cif-way and use shall be provided or application could be delayed, 04"Iroffieyouills Project Location/Address., trig U0QUA Proposed Activity: 19 Driveway walkway Other; schedule of Work: Start Date Completion Date eQ F] Emergency Repairs Brief Description of Work: L K,>w s;:e- Maintenance Responsibilftlostinderninification Requester, and his succeasom and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement, This I include maintenance of the Improvement and unpaved portion of rfght-of-way adjacent thereto. Requester may, with written City authorization, we said Installation4mproviament fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, as, stormwater facilities, or any general maintenance activities by the City becomes in conflict wilt the above permitted activity, the permIttee shall we, relocate andlor repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way, Ifthe Requestornoes continuously maintain the Improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous Iltion, the City shall, rafter appropriate notice, restore the area to Its previous condition at the Requestor's expentio and, If necessary, Hie a lien on the jostor' s property to recover mats of restoration, is fullest extent permitted by law, Requester agrees to defend, Indemnity, and hold harmless the City, Its acturic3persons, agents, servants, or employ - appointed, elected, or hired} from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct., act or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of ise, settlement, and reasonable attorney's fees up to and Induding an appeal), resulting In any fashion from or arising directly or Indirectly out ofor acted with the use of tics Citys right-of-way, I have r9Ad and undgrsi an tho above statement and by signing this application I agree to its terms, Signature: Date: (n This permit shall be posted on the site during construction. Please call 407.680,6080 24 hours In advance to schedule a pre -pour Inspection, Inspection by: Date: No: Off r,ial Use Only Fee: Date: Public Works Date: Utilities T Date; proved: Engineering Data; Inspected by: Date: cla( Permlt Conditions: Use WvW4Y.Pd( REQUEST FQR. TUG & PRE' POWER. AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberiy, Longwood, Oviedo, Sonford, Seminole County, Whiter Springs Project Name: VK( Project Address: S rVJ i 1 a Building Permit A Electrical Permit In consideration far authorizing the appropriate utility company to energize the facility, we agree with and understand the following. I, This TugMre•power application is valid only for one -and two-fatlly dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdicklon hereafter finds that the facility has been occupied before a cortificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice, Furthermore, we understand and agree that should tie jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right, Also, In the event any third party claims damages from the exercise of such right, we agree to Jointly and individually Indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees, 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and In safe order, All electrical services associated with the area will be t 00% complete unless spccif"ica.11y approved by the electrical Inspector. S. Interior electrical roams shall be lockable, if electrical portals are In an area that cannot be locked by doors, the panels shall be equipped with a looking mechanism (approved by the Al,lf). The licensed electrical aontractox or his llcetmd representative shall hold the keys(s) for such access to electrical panels to prevent anergtxing circuits other than those that are safe. 6• This TUG/Arc-power approval is valid for a maximum of 180 days tlom date of approval, 7. If provided, the fire sprinkler system most be operational with water on the system prior to pro -power, TUC approval is for service and outside GFCI outlets only. Check with the local jurisdiction for fees associated vilth tags. Print N me of t}e Carttractor Prink Natua of Contractor S gnat 'oftt en. Sl zatu eoful, t"antractarankractar Gen, Contractor License # EL Contractor License iRISDICTION SMPLQYEEt NAtva rMIDICTION: 4LLED INTO: r» Progress Energy n Florida Power and Light on I / Nv 02/10/15) RF('01<1 1) ('701IN" FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot34ReaganPointe7499BGLNE Builder Name: DAVID WEEKLEY HOMES Street: 4605 Tampico Way City, State, Zip: Sanford FL 32773 Permit Office, Permit Numba#1,7 - 1 Owner: Jurisdiction: 691 'CO 14 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1, New construction or existing New (From Plans) 9, Wall Types (23697 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13,0 1306,50 ft' b, Concrete Block - Int Insul, Exterior R=7.0 792.56 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.O 270.67 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1151,0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1111,00 ft' 6. Conditioned floor area above grade (W) 1698 b. Knee Wall (Vented) R=19,0 40.00 ft2 Conditioned floor area below grade(W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(232.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 339.6 a. U-Factor Dbl, U=0,34 232,17 ft2 SHGC< SHGC=0,30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Faotor: N/A ft2 a, Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1333 ft. Area Weighted Average SHGC: 0300 14. Hot water systems a. Electric Cap: 40 gallons E. Floor Types (1698.0 sqft.) Insulation Area EF: 0.940 a, Slab -On -Grade Edge Insulation R=0.0 637,00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 552,00 ft-' None c. other (see details) R= 509,00 ft2 15. Credits Pstat Glass/Floor Area: 0.137 Total Proposed Modified Loads: 59.30 PASSTotalBaselineLoads: 59.97 I hereby certify that the plans and specifications covered by Review of the plans and 1E S'r this calculation are in compliance with the Florida Energy specifications covered by this Q Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed qAr1AI)r%1"7DATE: this building will be inspected for 0 ""1T"'I 0, compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code, W-E't OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Co koumpald"t test report I Compliant tested In ac 5/30/20171 ce requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as actory-sealed In accordance with R403.2.2.1. e requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage n accordance with R402.4.1.2. ae with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, cordance with Section $03 of RESNET Standards, Is not greater than 0.060 Qn for whole house. AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 I FORM R405-2014 PROJECT Title: Lot34ReaganPoInte7499BGL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1698 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units° 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY HOMES Rotate Angle: 0 Street: 4605 Tampico Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V 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, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume I Blockl 1698 15473A SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated I 1st Floor 637 5924.1 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1061 9549 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage 2nd Floor ---- ---- 404 ft2 19 03 0 03 2 Floor Over Other Space 2nd Floor ---- 552 ft2 0 0A 0 0,6 3 Raised Floor 2nd Floor ___ ---- 105 ft2 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1 st Floor 85 it 0 637 ft2 0.41 0 059 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) I Hip Composition shingles 1899 it' 0 ft2 Medium 0.85 N 0,85 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 1698 ft2 N N 5/3012017 110:30 AM EnergyGaugeO USA - FlaRes2014 Section R405A.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) 2nd Floor 38 Blown 1111 ft2 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 40 112 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Clcnt. moo - UaltLype____ e_ R n_ Et_ In__ - Area_-__ F3_Value_- Fr 1 NW Exterior Frame - Wood 2nd Floor 13 49 0 9 0 441.0 ft2 0 0.25 0.6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 7 33 6 9 4 312.7 ft2 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 23 7 9 0 212.3 ft2 0 0.25 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 7 23 6 9 4 219.3 ft2 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 13 49 0 9 0 441.0 ft2 0 0.25 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 7 27 11 9 4 260.6 ft2 0 0 0.6 0 7 SW Exterior Frame - Wood 2nd Floor 13 23 7 9 0 212.3 ft2 0 0.25 0.6 0 8 Garage Frame - Wood 1st Floor 13 29 0 9 4 270.7 ft2 0 025 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft in Ft In 4 SW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1 st Floor None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 0.34 0.3 12.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft2 1 ft 4 in 11 ft0 in Drapes/blinds Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 4 NE 3 Vinyl Law-E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 4 ft 6 in Drapes/blinds Exterior 5 5 NE 4 Vinyl Law-E Double Yes 0.34 0.3 6.0 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 6 NE 4 Vinyl Low-E Double Yes 0.34 0.3 13.5 ft2 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0.34 0.3 3.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 8 SE 6 Vinyl Low-E Double Yes 0.34 0.3 36,0 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 9 SE 6 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 10 SW 7 Vinyl low-E Double Yes 0.34 0.3 51.7 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 404 ft2 404 ft2 47 ft 9.3 ft 1 5/ 30/2017 10':30 AM EnergyGauge@ USA - FlaRes2014 Section R405A.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 I Wholehouse Proposed ACH(50) 00029 1289.4 M 70.79 H 133,13 .2602 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump Split HSPF:8,2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type --Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubTypeubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return---- Air CFM 25 CFM25rn HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool I Attic 6 339.6 it Attic 84.9 ft2 Proposed On 2nd Floor --- cfm 101,9 cfm 0.06 050 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Heat Jan Feb MHHHX Apr Apr I Me Jun [X1 Jul ep p y 9 May Jun Jul rj Aug rj ReIri Oct, oc Xj Nov NovDec Dec X Vent Jan Feb M Apr may Jun Jul Aug Sep Oct Nov Dec 5/30/2017 10:30 AM EnergyGauge(D USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Cooling (WD) AM 788 PM 8780 8780 7 Cooling (WEH) AM 78 788 78 PM 78 7 78 Heating (WID) AM 686 66 66 PM 6 68 68 Heating (WPH) AM 6 66 PM 668 6668 68 Hours 4 5 6 7 8 9 10 11 12 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 5/30/2017 10:30 AM EnergyGaugeO 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* = 99 The lower the EnergyPerformance Index, the more efficient the home. 4605 Tampico Way, Sanford, FL, 32773 1 New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1306.50 ft' 1 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 270.67 ft' 5Is this a worst case? 10. Ceiling Types Insulation No Area a. Under Attic (Vented) R=38.0 1111.00 ft' 6. Conditioned floor area (ft2) 1698 b, Knee Wall (Vented) R=19.0 40.00 ft2 SHGC: Area Weighted Average Overhang Depth: a. Electric Heat Pump 28,6 1. 333 ft HSPF: 8.20 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14, Hot water systems Cap: 40 gallons 637, 00 ft2 a. Electric spU. 94 b. R s c. 9mo, details) ' u Conservation features n= sV9unnp mvno 5. Cremm puta, 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: UML Tamp City/FL Zip: IFL 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 required by Section R303.13 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1710u1AM enorgrGwv0e@USA -none00014 ' Section FwOn.1Compliant Software Page 1m1 AIR Manual S Compliance Report Entire House DEL AIR HEATING &AIR CONDITIONING SANFORD, Fl. 32771 Phone: 407-831-2665 For: DAVID WEEKLEY HOMES it design DB: 93.0°F Sensible gain: 21666 Btuh w design WB: 75.2°F Latent gain: 3401 Btuh design DB: 75.0°F Total gain: 25067 Btuh RH: 50% Estimated airflow: 953 cfm turer's Performance Data at Actual Design Conditions ienttype: SplitASHP icturer: Carrier Model: CH14NB0300000AO+FB4CNP030L airflow: 953 cfm le capacity: 22202 Btuh 102% of load capacity: 4441 Btuh 131% of load aDacitv: 26643 Btuh 106% of load SHR: 83% Design Conditions Outdoor design DB: 40.9'F Indoor design DB: 70.00F Heat loss: 20841 Btuh lanufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27688 Btuh 133% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6,1 kW 99% of load Temp. rise: 59 oF Meets are all requirements of ACCA Manual S. wrightSOft Right-$ulteO Universal 2017 17,0.23 RSU24010 Ilft .,.eaganPointo7499B\Lot34ReaganPointe749984LNE.rup Calc - MJ8 House faces: NE Job: Lot 34 Reagan Pointe 74 Date: 01.03.17 By: BENTLEY Entering coil DB: 76. 1 *F Entering coil WB: 63. 1'F Entering coil DB: 69.6°F Capacity balance: 33 *F Economic balance: -99 'F 2017-May-30 10:32:16 Page 1 DELAIR Component Constructions Entire House DEL AIR HEATING & AIR CONDITIONING ODI$CO WAY, SANFORD, FL 32771 Phone: 407-831-2665 F"o ect information For: DAVID WEEKLEY HOMES I cation: Indoor: Orlando Sanford, FL, US Indoor temperature (OF) Elevation: 56 ft Design TD (OF) Latitude: 29N Relative humidity Moor: Heating Cooling Moisture difference (gr/lb) Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 ( M Method Wet bulb (OF) - 75 Construction quality Wind speed (mph) 15.0 7.5 Fireplaces Construction descriptions Or Area U-value ft, Btuh/fe-'F Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 149 0.091 fish, 2"x4" wood frm, 16" o.c. stud se 438 0M1 sw 160 0.091 nw 429 0.091 all 1175 0.091 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" ink, 1/2" gypsum he 175 0,167 board i nt fnsh se 200 0167 nw 288 0167 all 663 0167 168-19ad: Knee wall, asphalt shingles roof mat, r-1 9 kw ins, 1/2" ne 11 0,049 gypsum board int frish se 9 0.049 sw 11 0.049 nw 9 0.049 all 40 0.049 Partitions 12C-Osw: Frml wall, r-1 3 cav ins, 1/2" gypsum board int fish, 2"x4" 248 OMI wood frm, 16" o.c, stud 2A-2ov: 2 glazing, Or outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft ne 16 0.340 overhang (5.2 it window ht, 1.3 it sep.); 6,67 it head ht sw 52 0340 all 84 0,340 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 114" gap, ne 31 0.340 1/6'thk, NFRC rated (SHGC-0.30); 50% drapes, medium; 1.3 it overhang (5.2 it window ht, 4:5 ft sep); 6.87 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, ne 6 0340 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (3 ft window ht, 2 it sep.); 6,67 it head ht 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 14 0,340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (4,5 ft window ht, 1,5 ft sep.); 6.67 ft head ht Job: Lot 34 Reagan Pointe 74 Date: 01.03.17 By: BENTLEY Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Insul R Htg HTM Loss C19 HTM Gain ft'-'F/Btuh MOM' Btuh Btuh/ft' 6(uh 13.0 2.65 394 2,37 352 13,0 2,65 1160 2.37 1038 13,0 2.65 422 2.37 378 13,0 2,65 1136 2.37 1017 13.0 2.65 3112 2.37 2786 3.0 4,86 851 3.31 580 3.0 4,86 974 3,31 664 10 4,86 1397 131 953 3,0 4,86 3222 3.31 2198 19,0 1.43 16 2.67 29 19.0 1 A3 13 2.67 24 19.0 1,43 16 2.67 29 Mo 1 A3 13 2,67 24 19,0 1.43 57 2.67 107 13.0 2.65 658 1.47 365 0 9,89 154 22.5 350 0 9.89 159 22.5 360 0 9.89 514 21,2 1102 0 9.89 827 217 1812 0 9.89 309 22,5 701 0 9.89 59 22.5 135 0 9.89 134 22.5 303 16 wrightSoft' Right-Suite(l 2017-May-30 10:32 Universal 201717,0,23 RSU24010 Page 1 AMK ,,eaganPointo7499B1Lot34ReaganPoirde7499BGLNE,rup Calc = MJ8 House faces: NE 2B-2fv: 2 glazing, clr outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, se 3 0.340 Va" Ink; NFRC rated (SHGC=0,30); 50% drapes, medium; 13 ft overhang (I it window ht, 1.3 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vril frm mat, clr low-e innr, 1/4" gap, se 36 0.340 1/6'thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft se 24 0.340 overhang (6 It window ht, 11 ft sep.); 6.67 ft head ht all 60 0,340 2B-2fv: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, nw 12 0,340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 it overhang (2 ft window ht, 1.3 it sep.); 6,67 It head ht 2B-21V: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 it overhang (4 ft window ht, 11 ft sep.); 6.67 It head ht Doors 11JO: Door, mfl fbrgi type ne 24 0.600 11 DO: Door, wd sc type n 21 0.390 Collings 16B-38ad: Attic coiling, asphalt shingles roof mat, r-38 call ins, 1/2" 1117 U26 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 105 0,050 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, gar ovr 446 0.050 22A-tpl: N floor, light dry soil, on grade depth 85 0.989 wrightSOft* Right-$W.& Universal 2017 17.0.23 RSLJ24010 anPointe749981Lot34ReaganPointe7499BGLNE.rup Cale - MJ8 House faces: NE 0 9.89 30 12.9 39 0 9.89 356 23.2 834 0 9.89 237 23.2 556 0 9.89 594 23.2 1391 0 9.89 119 22.5 269 0 GIM 237 22.5 539 63 17,5 419 18.6 447 0 113 242 121 258 38,0 0,76 845 1 A2 1584 19.0 1.45 153 0,73 76 19'0 1.45 648 073 324 0 28.8 2446 0 0 2017-May-30 10:32:16 Page 2 0DEL-AIR Project Summary Entire House DEL AIR HEATING &AIR CONDITIONING Job: Lot 34 Reagan Pointe 74 Date: 01.03,17 By: BENTLEY For: DAVID WEEKLEY HOMES Notes: LS by CA on 05.30.2017 Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18187 Btuh Structure 17964 Btuh Ducts 2654 Btuh Ducts 3702 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20841 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Infiltration Equipment sensible load 21666 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2543 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh Heatin C o o I inAAreagg pone) ft2) 1 1 Equipment latent load 3401 Btuh Volume (ft3) 15312 15312 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 25067 Btuh Equiv, AVF (cfm) 128 66 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 33 OF Backup: Input = 6 kW, Output = 20646 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wirighftoft' Right -Suites Universal 2017 17,0,23 RSU24010 2017-May-30 10:32:16 Page 1 eaganPointe7499B\Lot34ReaganPointe74998GLNE,rup Calc = MJ8 House faces: NE 3 QELAIR Right-JO Worksheet 00"W'*044MMINOW Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 34 Reagan Pointe 7499 Date: 01.03.17 By: BENTLEY 1 Room name Entire House Powder 2 E ad wall 230.0 ft M5 it 3 R= 9.1 ft 9.3 It heat/cool 4 Room =sIons 6,0 x 6.5 ft 5 Room area 1682.5 ft' 39.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number BtutVftkF) B t ft2) or pedmeter (ft) Bt h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 12C.Osw 0.091 ne 2.65 2.37 212 149 394 352 0 0 0 0 2A.2ov 0.340 no 9.89 22,46 16 0 164 350 0 0 0 0 2A40v 0.340 no 9.89 22A5 16 0 169 360 0 0 0 0 2A-2ov 0.340 no 9.89 22,46 31 0 309 701 0 0 0 0 11 13A-3ocs 0,167 ne 4.86 3.31 219 175 851 580 56 50 242 165 2B-2fv 0.340 ne 9.89 22.45 6 0 59 135 6 0 59 135 28-2fv 0340 ne 9,89 22.45 14 0 134 303 0 0 0 0 111,10 0.600 ne 1T46 18.63 24 24 419 447 0 0 0 0 W 168-190d, 0.049 ne 1.43 Z67 11 11 16 29 0 0 0 0 W L-G 12C-Osw 0,091 se 2.65 237 441 438 1160 1038 0 0 0 0 282fv 0.340 se 9.89 12.87 3 2 30 39 0 0 0 0 W1 13A-3ocs 0167 so 4,86 3,31 260 200 974 664 60 60 294 200 Zk-20V 0.340 so 9.89 2118 36 0 356 eu 0 0 0 0 2A-20V 0'340 so 9.69 23.18 24 0 237 5% 0 0 0 0 W 168-19ad 0.049 se 1,43 2.67 9 9 13 24 0 0 0 0 W , 12C.Osw 0.091 sw US 2.37 212 160 422 378 0 0 0 0 L-,O 2A-2ov 0.340 sw OV 21.20 62 8 14 1102 0 0 0 0 W 168-19ad 0,049 sw 1.43 2.67 11 11 16 29 0 0 0 0 W 12C-0sw 0,091 rear US 2.37 441 429 1136 1017 0 0 0 0 L-4 2s.2(v 0.340 nw 9,89 22,46 12 0 119 269 0 0 0 0 t--a 13A-3ocs 0167 rrw 4.86 131 312 288 1397 953 37 37 181 123 2B-2tv 0.340 nw 9.89 22.45 24 0 237 539 0 0 0 0 W I 168-19ad 0,049 nw 1.43 2.67 9 9 13 24 0 0 0 0 T-0 12C-Osw 0.091 2.65 1.47 270 248 658 365 0 0 0 0 1100 0.390 n 11.35 11111 21 21 242 258 0 0 0 0 C 16S-38ad U26 0,76 1,42 1117 1117 846 1584 0 0 0 0 F 200-19t 0.050 1.45 0.73 105 105 153 76 0 0 0 0 F 20P-19t 0.050 1.46 0.73 446 446 648 324 0 0 0 0 F 22A-tol 0.989 28,78 0,00 566 85 2446 0 39 17 475 0 6 c) AED excursion 1 01 20 Envelope loss/gain 14110 13333 1 1251 603 12 a) Infiltration 4076 1311 293 94 bRoom ventilation 0 0 0 0 13 Interval gains: Occupants @ 230 4 920 0 0 Appliances/ other 2400 0 Subtotal ( lines 6 to 13) 1 18187 11796341 1544I 697 Less external load 0 0 0 0 Less transfer 0 0 0 0 RedistdMon 0 0 0 0 14 Subtotal 18187 17964 1544 697 15 Duct loads 15% 21% 2654 3702 10%1 10% 154 70 Total room load 20841 21666 1698 767 Air required (cfrn) 953 1 953 1 78 1 34 Mi OPP[ VV"IU UY IV I I I= dil Ito Ww119ht* 0'rt' Right-SuitelD Universal 2017 17.0.23 RSU24010 saganPointo74998\ Lot34ReaganPointe7499BOLN E. nip Calc = MJ8 House faces: NE I 2017- May-30 10:32:16 Page 1 AIR Right-JO Worksheet 400aw"a Entire House DEL AIR HEATING & AIR CONDITIONING WAY, SANFORD, Fl. 32771 Phone: 407-831-2665 Job; Lot 34 Reagan Pointe 7499 Date: 01.03.17 By: BENTLEY I Room name Great/Kitchen Mstr Bdrm 2 E wall 68.5 ft 32.5 ft 3 R= ed 93 ft heat/cod 9 0 ft heat/cool 4 Room =ions 1.0 x 527.0 ft 1,0 x 257.0 ft 5 Room area 52TO ft2 25TO ft2 Ty construction U-value Or HTM Area (ft2 Load Area (ft2) Load number Btuh/ft--F) Bt w) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12Usw 0.091 nel US 2.37 0 0 0 0 0 0 0 0 242ov 0.340 ne 9.89 22,45 0 0 0 0 0 0 0 0 2A20V V40 ne 9.89 22,45 0 0 0 0 0 0 0 0 2A.2ov 0,340 ne 9.89 22.46 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0,167 ne 4,86 131 163 125 609 415 0 0 0 0 2B-2fv 0340 ne 9.89 22,45 0 0 0 0 0 28-2fv 0.340 ne 9.89 22,45 14 0 134 303 0 0 0 0 11,10 OMO ne 1T46 M63 24 24 419 447 0 0 0 0 W 169-119ad 0.049 no 1.43 Z67 0 0 0 0 11 11 16 29 0.09112C-Osw OI se 2,65 237 0 0 0 0 131 131 346 309 2B-2fv 0,340 se 9.89 12.87 0 0 0 0 0 0 0 0 V 13A-3ocs 0.167 se 486 3,31 20O 140 680 464 0 0 0 0 I" 2A2ov 0,340 se 9.89 2116 36 0 356 am 0 0 0 0E:Z 2A20v 0,340 so 0.89 2118 24 0 237 0 0 0 0 W 1613-19ad 0.049 se 143 2,67 0 0 0 0 9 9 13 24 W , 12C-Osw 0.091 sw 2,% Z37 0 0 0 0 144 92 244 218 L-,G 2A-2ov 0,340 sw q,89 21,20 0 0 0 0 52 8 514 1102 W 168.19ad 0,049 sw 1,43 2,67 0 0 0 0 11 11 16 29 12c4sw 0.091 nw Z65 2.37 0 0 0 0 18 18 48 43 L-4 28-2fV 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4,86 3.31 274 250 1217 830 0 0 0 0 28-2fv 0.340 nw 9,89 22,45 24 0 237 539 0 0 0 0 W : 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 9 0 13 24 T_X 12"sw 0.091 2.65 1.47 270 248 658 365 0 0 0 0 1100 0.390 n 11.35 12,11 21 21 242 258 0 0 0 0 0 lesllw 0,026 0.76 1A2 0 0 0 0 257 257 194 365 F 20P-19t 0.050 1.45 0.73 0 0 0 0 32 32 47 23 F 2OP-10t OZO 1,45 0.73 0 0 0 0 225 226 327 164 F 22A4pi 0.989 28.78 0.00 527 69 1971 0 0 0 0 0 6 c) A excursion 4201 371 Envelope loss/gain 6760 4592 1777 27021 12 a Infiltration 1216 391 635 204 b Room ventilation 0 0 0 0 13 1 nternal gains: Occupants @ 230 3 690 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 7976 68741 2411 3736 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7976 6874 2411 37W is Duct loads 10%1 10% 7% 687 20% 28% 474 1058 TbtW room load 87741 7561 2885 4794 Air required (ofm) 401 333 1 132 211 Calculations agproved by ACCA to meet all re( Right -Suited Universal 201717.0,23 RSU24010 eaganPointe74O9SkLot34ReaganPointe7499BGLNE,rup Cale -M,18 House faces: NE 2017-May-30 10:32:16 Page 2 41QEL-AIR Right-JO Worksheet owft-MOONN"now Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-11311-2665 Job: Lot 34 Reagan Pointe 7499 Date: 01.03.17 By: BENTLEY I Room name Utility Mstr WC 2 E wall 14,0 it 3,5 it 3 Room height 9.0 ft heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 7.5 x 6.5 ft 48.8 ft' 6.0 x 3.5 it 21,0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number l3tuhjft2-0F) 13tuh/ft') or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat C004 6 IV 12Usw 0.091 no 2.65 2.37 0 0 0 0 0 0 0 0 G 2A-2ov 2A-2ov 2A-2ov 0.340 0.340 0.340 ne ne no 9,89 9.89 9.89 22,46 22.45 22,46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W11 13A-3ocs 28-2fv 0.167 0.340 0.340 ne ne ne 4.86 9.89 9.89 3.31 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0E 2B-2fv W 11,10 16BA9ad 0,600 0.049 ne no 17.46 1.43 18.63 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L-G 12C-Osw 213.2fv 13A-3ocs 0.091 0340 0,167 se se so 2.65 9,89 4.e6 2.37 12.87 3.31 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 01 0 83 0 0 75 0 0W 1 E-Z W 2A-2ov 2A-2ov 1613-19ad 0,340 0.340 0.049 so se se 9.89 9.89 1.43 2118 23.18 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L-4 120-0sw 2A-2ov 0.091 U40 sw sw 2.65 0,89 2.37 21.20 68 0 68 0 179 0 160 0 0 0 0 0 0 0 0 0 W W L-4 1613-199d 12Usw 2B.2fv 0,049 0.091 0.340 sw nw nw 1.43 2,65 9.89 2.67 2.37 22,45 0 59 0 0 59 0 0 155 0 0 139 0 0 0 0 0 0 0 0 0 0 0 0 0 WLG 13A-3ocs 2B-2fv 16B19W 0.167 0.340 0,049 nw nw nw 4.86 9.89 1.43 3.31 22.45 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 0 0 0 0 0 0W: 1__n 12C-Osw 1100 16B.Mod 0.091 0.390 0.026 n 2.65 11135 0176 1.47 12.11 1.42 0 0 49 0 0 49 0 0 37 0 0 69 0 0 21 0 0 21 0 0 16 0 0 30C F F 20P-19t 20P-19t 0,050 0.060 1.45 1,45 0.73 0.73 26 23 26 23 38 33 19 17 0 21 0 21 0 31 0 is F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 62 8 Envelope loss/gain 441 3411 130 112 12 a Infiltration b Room ventilation 241 0 77 0 60 0 19 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 682 1018 190 131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistdbution 0 0 0 0 14 Subtotal 682 1018 190 131 15 Duct loads 20% 28% 134 289 20%1 281/61 371 371 Total room bad 816 1307 2271 11681Airrequired (cfm) I I 37 I 57 I I 10 7 vwrigill eaganftnteM O>ft' Right-Sufte(& Universal 2017 17.0.23 RSU24010 t34Rea9anPoInte7499BGLNE,rup Calc = MJ8 House faces: NE 2017-May-30 10:32:16 Page 3 C EO AIF Right-JQ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Jab: Lot 34 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Mstr WIC Mstr Bthrm 2 Exposed wall 0 ft 11.5 It 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 6.5 x 9.5 ft 1.0 x 112,8 It 5 Room area 61.8 ft2 112.8 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ft2-°F) Btuh/W) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw - 0.091 no 2.65 2.37 0 0 0 0 0 0 0 0 0,340 no 9.89 22.45 0 0 0 0 0 0 0 0' B2A-2ov 2A-2ov 0.340 rye 9.89 22.45 0 0 0 0 0 0' 0 0 2A-2ov, 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 E 26'-2fv 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 1111,10 0.600 ne 1T46 18.63 0 0 0 0 0 0 0 0 W ;: 166-19ad 0.049 ne 1,43 2.67 0 0 0 0 0 0 0 0 W L-.G 120-0sw 0.091 se 2.65 2.37 0 0 0 0 104 101 266 238 26.2fv 0,340 se 9.89 12,87 0 0 0 0 3 2 30 39 13A-3oos 0,167 se 4,86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se ' 9.89 2118 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9,89 23.18 0 0 0 0 0 W 168-19ad U49 se 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2,65 2.37 0 0 0 0 0 0 0 01 2A-2ov 0,340 sw' 9,69 21,2D 0 0 0 0 0 0 0 0 W 166-19ad 0,049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 2.65 2.37 0 0 0 0 0 0 0 0' 28.2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0' W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 f-y 26-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 168-19ad 0.049 nw 1.43 2,67 0 0 0 0 0 0, 0 0: R 12C-0sw 0,091 2.65 1.47 0 0 0 0 0 0 0 0 L_D 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0426 0.76 1,42 62 62 47 88 113 113 85 160 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 39 39 57 28 51 51 74 37 F 22A-tpi 0.989 28.78 OM 0 0 0 0 0, 0 0 6 c) AED excursion 7 2 Envelope loss/gain 103 109 455 472 12 a) Infiltration 0 0 198 64 b Room ventilation 0 0 0 0 13 internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines6 to 13) 103 109 653 535 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 103 109 653 535 15 Quct:lcada 20% 28% 20 31 20% 28% 128 152 Total room load 124 140 781 687 Air required (cfm) 6 6 1 361 30 41 wrightaceait• Right-SuiteV Universal 2017 17.0.23 RSU24010 eaganPointe7499B1Lot34ReaganPointe7499BGLNE.rup Calc = MJ8 House faces: NE 2017-May-30 10:32:16 Page 4 531 GOOI AIR Right-J8 Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING WAY, SANFORD, FL 32771 Phone: 407-831-2665 Jab: Lot 34 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Bthrm 2 Bdrn 2 2 Exposed wall 5.5 it 26,5 it 3 Roan height 9.0 ft heat/cool 9.0 ft heat/cool 4 Roam dimensions 8.5 x 5.5 ft 1.0 x 155.0 ft 5 Room area 46.8 ft2 155.0 112 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number BtutVft2-'F) Btutvft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw ' U91 ne 2.65 Z37 0 0 0 0 113 81 i 214 192 1-43 11 2A2ov 2A-2ov 2A.2ov 0.340 0,340 0.340 no no rte 9.89 9.89 9.89 22.45 22,45 22,46 0 0 0 0 0 0 0 0 0 0 0 0 16 16 0 0 0 0 164 159 0 350 360 0 W11 13A-3ocs 2B-2fv 28-2fv 0,167 0.340 0,340 ne ne ne 4,86 9.89 9.89 3.31 22.45 22.45 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 Q 0 0 0 0 0 0 0 014011.10 16B-19ad 0,600 O.049 ne no 17,46 1.43 18.63 2.67 0 0 0 0 0 0 0 0 0 0 0 0< 0 0 0 0' W> 12Ca}sw 28-2(v 13A, cs 0.091 0.340 0,167 se se a 2,65 9.89 4A 2,37 12,87 3,31 50 0 0 50 0 0 131 0 0 117 0 0 126 0 0 126 0 0 334 0 0 299 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 O 0 W W 2A-2ov 166-19ad 120-Osw 2A4Dv 0,340 0,049 0.091 0,340 se se sw sw' 9,89' 1.43 2.65' 9.89 2318 2.67 2.37 21M 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 W W 16B-19ad 12Usw 252fv 0, 049 0, 091 0, 340 sw nw rrw 1. 43 2. 65 9. 89 2. 67 2, 37 22, 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-3ocs 26- 2fv 166w19ad 0, 167 0. 340 0. 049 nw nw nw 4. 86 9. 89 1. 43 3. 31 22. 45 Z67 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 Q 0 W1- 0 12C- Osw 0.091 2,65 1.47 0 0 0 0 0 0 0 0 11D0 0,390 n 11,35 12.11 0 0 0 0 Q Q 0 0 C 16B 3w 0.026 0.76 1.42 47 47 35 165 155 117 220 F F 2OP- 19t 2 % 19t O. Q50 MCI 1. 45 1. 45' 0, 73 0. 70 Q 0 Q 0 0 0 O 0 25 0 25 0 36 0 18 0 F 22A401 0,989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 9 Envelope loss/gain 166 171 1014 1430 12 a) Infiltration b) Room ventilation 94 0 30 0 455 0 146 0 13 Internal gains: Occupants a 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 261 202 1470 1576 Less external load 0 0 0 0 Less transfer 0 0 Q 0 Redistribution 0 0 0 0 14 Subtotal 261 202 1470 1576 15 Duct loads 20% 28% 51 57 20% 28% 289 447 Total room load 312 259 1756 2023 Air required (cfm) 14 11 80 89 M1 Right- SuiteV Universal 2017 17.0.23 RSU24010 eaganPointe74996\ Lot34ReaganPointe7499BGLNE.rup Calc - MJ8 House faces: NE 2017- May-30 10:32:16 Page 5 WDEL-AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 34 Reagan Pointe 7499 Date: 01.03.17 By: BENTLEY 1 Room name Bdrm 3 Hall/Stairs 2 Exposed wall 25.0 ft 26.5 ft 3 Room height 9.0 ft heat/cool 9,0 ft heat/cooi 4 Room dimensions MO x 14.0 ft 1.0 x 259.5 ft 5 Room area 154.0 ft2 259.5 W Ty construction U-value Or HTM Area (ft2) Load Area M Load number BtUtVft2-*F) Bt ft2) or perimeter (ft) Btuh) or perimeter (ft) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W ` 12C-Osw 0,091 no 2,65 2.37 99 68 180 161 0 0 0 0 2A.2o, 0.340 no 9.89 22.48 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.46 0 0 0 0 0 0 0 0 2A-2ov 0,340 no 9,89 22.45 31 0 309 701 0 0 0 0 11 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0Ll2B-2fv 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11,10 0.600 ne 17.46 63 0 0 0 0 0 0 0 0 w 1ea-19ad 0,049 no 1,43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0,091 se 2.65 2.37 0 0 0 0 0 0 0 0 2B-2fv 0340 se 9.89 I2.87 0 0 0 0 0 0 0 0 W 13A-3ws 0,167 so 4.88 3,31 0 0 0 0 0 0 0 0 2A.2ov 0.340 so 9,89 23,18 0 0 0 0 0 0 0 0 24-2ov M340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 W, 12(A'sw 0491 sw 2.65 Z37 0 0 0 0 0 0 0 0L-4 2A.2ov 0,340 sw 9.89 21.20 0 0 0 0 0 0 0 0 W 168-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W, ", 12C-Osw 0.091 nw 2,65 2.37 126 126 334 299 239 227 600 537 2s-2fv 0.340 nw 9,89 22,45 0 0 0 0 12 0 119 269 W G 13A-'tics 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2B.2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W " 1615-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 01n11DO0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 0 168-3UO 0.026 0,76 1A2 154 154 117 218 260 260 196 368 F 20P-19t 0.050 1.45 0.73 22 22 12 16 0 0 0 1 F 20P-19t 0.050 1 AS OM 0 0 0 0 87 87 126 63 F 22A4PI 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 92 77 Envelope loss/gain 970 1487 1041 1315 12 a Infiltration 429 138 455 146 b Room ventilation 0 0 0 0 13 1 riternal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 1400 1625 F 1496 1461 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1400 1625 1496 1461 15 Duct loads 20% 28% 275 460 20% 28% 294 414 Total room load 16751 20851 17901 187*5 Air required (cfm) 1 1 77 92 82 82_ Calculations approved by ACCA to meet all requirements of 0 A&K 14_ wrilghtscoft, Right -Suite@ Universal 2017 17.0.23 RSU24010 eaganPointe7499B\Lot34ReaganPointe7499BGLNE.rup Calc = MJ8 House faces: NE 2017-May-30 10:32:16 Page 6 E "W"-WAIR Duct System Summary1 Entire House DEL AIR HEATING & AIR CONDITIONING 0 WAY, SANFORD, Fl. 32771 Phone: 407-831-2665 For. DAVID WEEKLEY HOMES ernal static pressure msurelosses ailable static pressure ply / return available pressure vest friction rate ual air flow al effective length (TEL) Job: Lot 34 Reagan Pointe 74 Date: 01.03.17 By: BENTLEY Heating Cooling 0.40 in H2O 0.40 in H2O 0.06 in H2O 0.06 in H2O 0.34 in H2O 0.34 in H2O 0,170 / 0.170 in H2O 0.170 / 0.170 in H2O 0.265 in/100ft 0.265 in/100ft 953 cfm 953 cfm 128 ft Name Design 13tuh) Htg cfm) CIg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk Bdrm 2 c 2023 80 89 0.339 6.0 Ox 0 VIFx 15.3 85.0 st2 Bdrm 3 c 2085 77 92 0.332 6.0 OX0 VIFx 17.4 85.0 st2 Bthrm 2 h 312 14 11 0.357 4.0 OX0 VIFx 10.3 85.0 st2 Groat/Kitchen h 4387 201 166 0.281 8.0 Ox 0 VIFx 25.9 95.0 SO GreatlKitchen-A h 4387 201 166 0.274 8,0 OX0 VIFx 29.0 95.0 SO Hall/Stairs c 1875 82 82 0,346 6.0 Ox 0 VIFx 13.4 85.0 st2 Mstr Bdrm c 4794 132 211 0.283 8.0 Ox 0 VIFx 19,9 100,0 st3 Mstr Bthnn h 781 36 30 0.275 5.0 OX0 VIFx 23.8 100.0 st3 Mstr WC h 227 10 7 0.281 4.0 OX0 VIFx 21.0 100.0 st3 MstrWIC c 140 6 6 0.278 4.0 OX0 VIFx 22,5 100.0 st3 Powder h 1698 78 34 0.278 5,O Ox 0 VIFx 27.3 95.0 SO Utility c 1307 1 37 1 57 1 0.265 6.0 OX0 VIFx 28.1 1 100.0 1 st3 Trunk Htg CIg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 221 312 0.265 572 10.0 0 x 0 VinIFIx st2 SO Peak AVF 479 366 0.274 610 12.0 0 x 0 VinIFIx st2 Peak AVF 474 587 0.265 549 14.0 0 x 0 VinIFIx Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duet Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb1 Ox0 953 953 0 0 0 0 Ox 0 VIFx HZ221K OARD14TZ 8ARD12TZ SCPRDIO DAIS C7735A 40v* trans NOTE T13 BUILDERIMUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELOW DBMS TO HABITABLE ROOMS Transfer ducts/grills sized In comptiame with Florida Residential Building Code-MI602.4 balanced return air. EXCEPTIONS 1-3 FLORIDA Core Plan Notes Wit 410i,-V(YIW AM APO- W W3Wfi.00^ *D 4K, lm- 12ACRItS A1010 Ift ftOiD61M 09SLOtMOL Ajor t I"t "Usalti) ttwm or I It "it'll WwCH Lit Y"wwis LocAft poet MLt StC# 9t6 Ot **LOWS SWAL 3C i tiAYt11 OrtNWi IMI AU0WeA-%A6 Wt A H4 4stD ttton obla 7, wl. ANDDW AWGJM Loo'Wstww s &MU it AjCWftMA= r jr Ift ?jjUSMV VAWtX i11 tCWUSWkU e I VAItS Vt M It" AM IL*M&L WSW C M27 Ftl 011 fftCS kintl1whav Must have a minimum clearance of 4 Inches around the air handier per the State Energy code, All duct has an r=6 Insulation value, r 42X42 A/C SLABI ti BY BLDR MIN 2' FROM WALL 2 CAR GAME 114 QJ ------ 2, 5 TON W/8KW e240V PH ptQtform by b1dr 18xI0 pten scale 11/8'=I'O' 441 2242 rad Inn i z— nMd1fflft=PPM= = NO FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' - 4" UNLESS NOTED 0THf---RWI`QjE ii 0 1 ( Ij a) Lj +> z - 9 J 0 nW L3 CL M C:) d CU 7Z5 1) 0 5 ON d C:) C: 2I t1- CO OQ C:) -) 7 0 C0 Uj z 00 ED 1 0 D ry M CL 1 0 0 0 3' loath duct to roof cap w/fan Nutone 696RN SECOND FLOOR NOTE: ALL 2ND FLR. CE11ING HEIGHTS 9' 0' UNLESS N GTE D OTHERWISE HZ221K OARD14TZ eARD12TZ eCPRDI0 DATS C7735A I= 40va trans B"632OU1000DAG @TH6320U1000DAG NOTE TO BUILDERMUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/VKls sized In compliance with Florida Residential Building Code-MI602.4 balanced return air. EXCEPTIONS 1-3 FLORIDA Core Plan Notes uLIZMOMYOWWS f, 00*WAefuAWL4S PtRiCC VAN tVS?zrS MAX I k2fi =W9JJr "rZ MkIrP 134) LrS0JW00V :91,4F SO UVL*tCWf06M -'Oft S1 I &L =f3k 1 fttj1,GAWLt a VW IM A, S*L-AO*1W a 50 1-1 A Jnft M Aft AAC'lt 19 ' LflUNI 0)14W A, IULIfAKMGk W-USCUJ" St?AMPGQAWA 4CA1 WWVLW% OHA1J1C Mill 1WC0W&-- WWOW6 LOOkIrt 101k )ON 2236ftS AIC*t ir—INS *VOMDe 04SU4, Ittow I M L.4ft$; ?Arl Cr A" I !rk t4S*Dr_00R0? IMt FOOMIM""CH 1*WV_JYA4S1XAJt0 ilftKiAt I 1K f ALLOW YXAXWJ 444L, rwso I Loot YAWWW 11114ft 0 WM)tfC Wft!E KtQMftAOk;;OHS iaK?itit 1,ft i)tt" rftssumt syt Cri tv Sft$ is i V1 t *xC10"WGSY3 Itic 141 j 1ORS,ASURA14 N01 6 U bl I A . *S !M1,0W 04,ki0l UR:IIGML ? 10. A I J44r0ft AYO" Hl V,"r f & In LV Must have a minimum clearance of 4 Inches around the air handier per the State Energy code, Ali duct has an r=6 Insulation value, ii 0 F 1 Qj 0) LLJ 4-> Y 7- -C OJ _J 0 Rating Z 0 0- M W Z Z in 0 6j 3: j j 0 i-- M < Z) < CD (L _ j 0 0 231M LEGAL DESCRIPTION: LOT 34, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4605 Tampico Way= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 2,325 sq ft (100%) Impervious Area= 1,200 sq ft (52%) Pervious Area= 1,125 sq ft (48%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan q A FA S', e v, 4605 TAMPICO WAY SANFORD, FLORIDA 32/73 C28 R=10.00'(P) L=18.26'(P) A=104037'02"(P) Chord Bearing= S 86050'01" E 15.83'(P) 0QI J Lot 35 Tract "B" \ \ \ Open Space / Recreation Common Area) Z'' N i Ok to construct Single Family home with setbacks and impervious area shown on plan, 0 0, 70 ae s L 1 N 34'31'30" W 31.56'(P) 1_Q151, P.C. located on Lot 37 This is NOT a Boundary Survey Graphic Scale I P 10. A' 410' Scale: 1"=20' Field Date: 512.412017 1 Date Completed: 512412017 NOTES day a., "is Leredusty ZsUlay, re ma above, --hre I'leray 11 ho. qlpiledbyC.1 fromoy Drawn By: M,C, File Number:IS-37653 PP S' Fim-peaDeeds have NOT been Re,ale,hed fiaWlo, Overlap, Abetting asNoted and Conforms to the Standards of Practice for Land Surveyin Legend- hemci-, A-o,rd-dfh%,,vJop.n,he. hreDenched vall, a'fili` In the State of Ftodda in ACWfdanoe earn Chapter norida C Calculated centodn" PCpolar of Curvature.,Id.n9 Pg. Page a De - re, NOT 1. be used 1. rec-le.0 Piepe,ly Ure, AdminiStrative Codas. P e tt 1 472 27 Mrich, Statutes_ Concrete Ell" i PI Point Intersection zFene.Own— hp., NOTch,tYnna.red CM I Monument Concrete of0 6, Point of Beginning P.O.B. Roo(Ovemangs, Undealmand OttlatesandealFoolets have NOT been located UNLESS Cont. a a C. ere, P O L, - Point on Line cad—w— o—d Septic Fanhs and/or D—field locations are appro-hate and MUST Lie—rofied by FOR THE 0UL D. Optical Drainage LaMaident P' P" em"Fee FIRM Re in .. a, ohneee ipprshriate Utility Lit-lico, Can T""'i"' FIRN Lsird Lasement Monumont Patrick K. Irelan ,aPW`6637 LB 7622 1-1, MA. Federal Lintergr P I Peter of Tan gonr.y atthe U er's Sole Risk and Without Liability to the S—eyer Nothing Hereon shall be This Surve is intenid f;t, 'use of Said Certified Parties. hUL Managementgaral. AgencyP Radius la—fle-fit, I.A.y.neOlh—h—h—, (:t, Construed I. give ANY Rig nified, I ThiSSmey OTVALIDUKLdEmbossed 440_16F" EFL V no, Fj d F nisho loorUerlationr wnd Rod, •Radial NC Reber & Cap POINTS OF INTEREST- IP Fee Pipe Bee R ecovered PROPOSED CONCRF1 E DRIVEWAY AND SIDEWALK CROSS TUT -T, Ireland &Associates Surveying, Inc. L Length (Arc) 0 Bid, •R'01ad EASEMCNI M N& Olshthhsarad Nall & Disk Set set h" B.bar & H"ar Cap "LB 7623" Dmusigned by, rn 1301 S. International Parkway Suite 2001 N.R ORB Non -Radial Official Recards Book I yp 1, ypicar UL Utility La,axnart p,l ML4A& Lake Mary, Florida 32746 P Plat WM Water Meter www.1relandsurveying.corn PB' Plat Bank A • Delta (Central Angle) D63FCA64EB .. E Office-407.678.3366 Fax407.320.8165.,, 0- Wood Ferree0- Chain Link Fe" 4' SAN to sewept VTR TR VTR FR E-> cc g a -,Es P cDi r-i -t E> L c -t 34 Residential Load Demand General Method 1694 square feet X 3VA = 5082 VA Small appliance load 3000 VA Laundry 1500 VA total 9582 VA First 3000VA (Lb 100% ........... 3000 VA Remaining @ 35% ................2304 VA total 5304 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range, 8000 VA Heat 8000 VA Micro. 1200 VA total 34,574 VA - 240V= 144 amps= 150 amp service Model 7499 ContractorDavidWeekley Homes —,---- Subdivision ---- Reaqan's Point ---- County ------ Seminole _ City--__ Sanford James Lanier EC 0002989 Office # 407-933-7771 ZV 16'2' 7'10' I I' F09A i 7 4'2' jji 3 f j 3a i'` i i 3 04 ('Ire =5) U. o 1 i IN F10 rr2 1 •r2 rr2 TUB (bwc 1'7-2 1'r2 1'r2 1. 2 1'r2 1'r2 FG1 F14 1' , 2 7 .._.._ THA42 i; FO I(OTY I I; I I I c, 6'4'---I---4'4' 10'8' 13'4' 24' 1ST FLOOR TRUSS LAYOUT 24' 16'2' T10' j-va Icy 2ND FLOOR TRUSS LAYOUTIf SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16- HEEL BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL SEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMRSCN HIUS26 OR HGUS26-2 AND ALL FLOOR. HANGERS ARE. HHUS46 UNLESS NOTED O HE RWJSE BEARING HEIGHTS I HANGER TAKEOFF 9'-4' HEIGHT 2) HUS26 12) HHUS46 19'-8' HEIGHT 1) THA422 8'-8' HEIGHT 0'-0- HEIGHT N OTE IT IS 114£ RESPONSIBILITY OF THE BUILDWO DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING, SPECIAL CONSIDERATIONS FOR A sY EUAGRAMYED 8YMECHANICAL EQUIPMENT TMUILRCUSYO BUILDER ON= TRUSS LAYOUT PPoOR TO FABRICATION, THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE L.IITED TO THOSE DESCRIBED IN WMA 1-1895 • DESGN RESPONSIBHUTEr. ACCORDINGLY, IT DISCLAIMS ANY TIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INQ.UNNG THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMWG ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSOUTY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGAH2DING EfECRON BRAQNG WHICH IS ALWAYS iEtkURED TO PREVENT TOPPLING AND DOMHNOING DURING ETECTMN; AND PERMANENT BRAC" WHICH MAY BE REQUIRED IN SPECIFIC APPLICATION& SEE - QXDE TO GOOD PRACTICE FOR HANOLIUG, INSTALLING. RESTRAIING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATON5' BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SMALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION, V49RE 140 S#EA114HNO IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SMALL BE BRACED AS SPEWIED ON THE ENGINEERED DESIGN.. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY, TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU—SPAN TRUSS CO. 407-321- 1440/386-872-5098/352-557-4901 LONGWOOD/ORMOND BEACHJMASCOTTE DAVID WEEKLEY HOMES JOB NAME 7499 - B L0T/8U(/ SU8DIV LOT 34 REAGAN POINTE 7 Alpine, an ITW Company 2400 Lake Orange (hive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 l=lorida Certificate of Product Approval 4 11.1999 Page I of I Document 1D: I W 12408-Z1523 161725 Truss Fabricator Accu-Span Truss Conpany rob tdenti icttiou: 16658-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 34 Reagan Po Truss C ouut: 43 ModclCode: Florida Building Code Sth Edition (2014) l n uss f n iteria: TPI -2007 (STD) Engineering Software: Alpine Software,Version 15,01. Structural Engineer of Record: The identity of the structural FOR d i d not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF W 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet rust match the date shown on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Ref_ Des r t ion, ltr w __g-- Vtq 1 72461--AQ1 17143633 06/23/17 1 2 72462--A02 17143632 06/23/17 3 72463--A03 17143160 05/23/17 4 72464--A04 17143616 05/23/17 5 72465--AQ5 17143161 05/23/17 6 72466--AQ6 17143162 05/23/17 i 7 72467--A07 17143626 05/23/17 8 72468--A08 17143163 06/23/17 1 9 72469--A09 17143164 05/23/17 10 72470--B01 17143636 05/23/17 j j11 72471--B03 17143635 05/23/17 12 72472--B02 17143165 05/23/17 i 13 72473-401 17143166 05/23/17 14 72474--F62 17143167 05/23/17 15 72475-403 17143621 05/23/17 16 72476-401 17143624 05/23/17 17 72477-403 17143619 05/23/17 18 72478-404 17143634 05/23/17 19 72479-404A 17143623 05/23/17 20 72480-408 17143168 05/23/17 21 72481-408A 17143169 05/23/17 122 72482-4086 17143170 05/23/17 I23 72483-409 17143617 05/23/17 1 24 72484-409A 17143622 05/23/17 25 72485-410 17143626 05/23/17 3 26 72486-411 17143629 05/23/17 j 27 72487-412 17143628 05/23/17 28 72488-413 17143627 05/23/17 j 29 72489-414 17143171 05/23/17 30 72490--EJ2 17143172 05/23/17 72491-- EJ7 17143618 05/23/17 11313272492--EJ7B 17143609 05/23/17 33 72483 .EJ7A 17143610 05/23/17 WV g-- s i to $ i N QR (Ior k Yhrs document has been electronically signed and sealed using a Digital Stgnatute. Printed copies without an anginal sign ature must be verified using the originel etectranrc version. 05/ 23/2017 Douglas Fleming Truss Design Ftigincer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Ref Description DrjW ng# Oat 34 72494--CJ1 17143613 05/23/17 1 35 72495--CJ3 17143612 05/23/17 36 72496--CJ3A 17143614 05/23/17 137 72497--CJ3B 17143631 05/23/17 38 72498--CJ5 17143611 05/23/17 39 72499--CJ5A 17143630 05/23/17 40 72500--CJ5B 17143615 05/23/17 41 72501--HJ2 17143173 05/23/17 j 142 72502--HJ7 17143620 05/23/17 143 72503--HJ7A 17143608 05/23/17 1 7 27 490 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense IBot chord 2x4 SP #2 Dense Webs 2x4 SP #3 jLumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10,00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, 4X4 139 mph wind, 23.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 11.67 ft. from roof edge. JAv — :)At) 3X4(A1) = 3X4(A1) I_ R=1043 U=118 W=4" RL=150/-150 24-0-0 Over 2 Supports 12-0-0 1-4-0 18 W=4" 0-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) / PLT TYP, Wave FT/RT=O%(O%)/O(0) 15. 1.0 6 0 F-/2/-/-/R/- Scale=.25"/Ft. 1[J AN D'W C0K4A4NY 1GYJ i..ale C72cge ih., Gsfte 3 K RARNINGf REM AND FOLLOW ALL MDTES ON THIS OROIN61 + I aarANT FlRkl&t Tfffs UR tlltt TO ALL T L L ,WSTAt.Eas 9 Pf y . g R t+g eq firs( iR q C S Y f by TPI KSCSI f y Pr 0 y o P 9orr1IP - po Y 9 Pr 8(,St. th.t eC 5 ffA E ip eJ f1p . wai R ng.. 60A Z p po x+d d bi 6 t q. aw &3 BT Bt0 aPp f ApptY P pu. ,. Af q Ire R a f ny qr.a, f, %'s` `• . QR\ rg y rus. n anfo marvcx c,cn 0.M51 /YPI t or ar rzungi.nq vf+i t tc...ac,«, s trr ir.g or er,.,-...,. t d 6 `( 1 ie rcf ( q wal M tbls CrMYiep nr CONr PPW f kl IM ChF• JrlAfnp, I[WI- aeuptres of ProfPsafdvl v.WlewrinW Pff//i ( -, ' * t—ibl Ittr . 1 cite &,+faf..a ANT5I/TPI t %tZ ..,a ws of Uri. Jr..i„W for any ser,.tt,.r. if + . t14t TT L 20. 0 PSF TC 1) 7. 0 PSF DL 10.0 PSF 6.'[ie LL 0.0 PSF OT. LD . 37. 0 PSF REF R408-- 72461 DATE 05/23/ 17 DRW HCUSR408 17143633 HC-ENG GA/ DF SEQN- 84549 DUR. FAC. 1. 25 FROM RF SPACING 24.0" JREF- 1W12408 Z15 01im&F _$" FLCO. t`00 @ ° ° `° "° °" ae_I' MF - ofP,n..,cw.1« TPI - .ram x<.o g. CA ... xba„rv.iwv,Y.u. .ee .,....«KAI.f)OUgIa. Helnine Lic Number 66649 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t _ _ ey - _ _ aya orHicH v Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, 4X4 - 4X4 acR - nvc t 139 mph wind, 23.10 ft mean hgt, ASCE 1-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC . MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 0-4-0 0-8-0 JAw = bxb = 3X4(A1) = 3X4(A1} 1-4-0 1-4-0 11-0-0 _I 2-0-0 1_ 11-0-0 1 24-0-0 Over 2 Supports R=988 U=119 W=4"19 W=4" RL=139/-139 e/'l S-NN °*r ,f Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0'.O6 .0 9 TY: /-/2/-/-/R/- Scale=.25"/Ft. WARNINGI ` READ AND FOLLON ALL IWTES ON THIS DRAWING1 b j"""''' L 20 . 0 PSF REF R K IIiORTANr` FURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUDING TW INSTALLERS. t 408 - - 7 2462C g BC5iiN s s T T H N Ca> m L 7.0 PSF DATE 05/23/17 pe 9 ,x'. f i P tl ea# Y 9 Pa DY:SI_ ftrvl otl hc' r Nq AT R DL 10.0 PSF DRW HCUSR408 17143632 81 B) S STD {WH 3b1 App[Y Pi f f a ,a Y o,aT w, .,o , •., e ' d } R Ot- • LL 0.0 PSF HC-ENG GA/DF KN IrW COMPANY ....... gsx ox k o tog os cr uszes_ use n vontorse rc.- v,eh ANSI/TPI t or r h>naHl«g Hi pp iryi_ •4 j' OT. LD. 37.0 PSF SEQN- 84553 Aaasl o,+ cola a aNI R or eowar Raba I Iat lno cols e1raN lnW, IM iCNYn aoeaptaKa or Rrefaaslea.I seq Rnaaf o,y +`Jp r rsyO,vi Rbtlity apWy'— I— 6lsign si,wm. T!» avitMlI Ity u I N of NIY Orwie for pry sVu[ w-a is z. ['. oCO , x_s i.,.u slniiicy of S., dl N r R. ANSI PI I S—.Z. DUR. FAC. 1.25 FROM RF x A. FL caA00 1s ALPINE „ a,t.. e TPI .. ark: RTGA- ..... -cc I'lenting Lie Number: 66648 1 SPACING 24 .0" JREF- 1W12408 Z15 W)12311017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bbbb-/7499 - t3 w/ Iray -UAVIU WEEKLY -- Lot 34 Keagan Pointe SANFUKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: T3 2x6 SP SS: Bat chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" oc, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) _ PS®R 3Z! - AU3) 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.20" due to live load and 0.27" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.30 ft. from roof edge. 4X4 = 6X6 _ 0-4-3 7- 0-4 5X6 _ 9-0-0 6-0-0 6-8-0 9-3-8 _10_ 11-6-0 24-0-0 Over 2 Supports R=9$4 U=121 W=4" s78 R=912 U=101 W=4" S. RL=108/-115 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0)/0(0) 15. 1.Oa.06 0 it A aTY: /-/2/-/-/R/- Scale =.3125"/Ft. ltARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRANINGI FwPIM THIS DRAWING CONTRACTORS INCLOOING THE INSTALLERS. kA IC 0 / T+ L 2V V PSF REF R408 - - 7 2463IMPORTANTTOALL R A j if gt¢Npl i. DATE 05/23/17 e v PP re a y ne BC51 (8 [C g C 5 y I Tat azC YTC Y L 7.0 PSF a Pa 8 P f 11 14 a a Y 9 Pe SCSI. tM ivf 1`' A l j}jLUafp 83 $7 8Yb xppf f Apply p - -' xmC pus twv Fe 3 D R.f q. I6 A Z f p po .. IiW e e e 1 1 _ ra rv;a. r. . o h of d 46 4 i f, (y,_ i yyyA s ("` .y /y 4".• v+Q.. ti/..^4 f p r\ DL 10.0 PSF LL 0.0 PSF DRW HCUSR408 17143160 HC-EMG Kit/DF AN III COMPAW 4 Y r was a ,anfarmnnea .ca ANSI/i alot or ur hneMi inq n a , „ e b,.,r,. a 1 t z N+.NNIN.•N OT. LD. 37.0 PSF SEQN- 517017 24C0?ake Ut38t"e D"&'3te1`il wl en "to drWirp or power ppo listig tn6& dr1,9, Ilgfo.tas Aoo.pt.ne. of profoo*10 1oorv, tri-Ity, r„pp.,lbl f Ity .pl.lY fpr U» A..iGn «.. pf ,,. Cr«Inp for roagpsibYf itY pf H+e S., la irq Designer per ANSI T I I Se Z. NAIL. tax DUR . FAC , 1. 25 FROM RF SPACING 24.0" JREF- 1W12408_Z15 0H.,,FL FLfiOA `J 278 r, J_ ,. --'„ge caae<.er -- ALP ute..W.,. ela"a c..o,.; TYI .,. tP nsa ire: vrcA. .... „ teary. . icc .n»., «xa . r yty`''I F'tetntna LCC Number: 6 i5` os/23/20I7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k tutitId-/ 14-e-d - b wl tray -UAVIU WttKLY -- Lot .54 Keagan vointe JANF`VKU, I-L Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP 91 Dense: T5 2.6 SP SS: got chord 2x6 SP #2 :132 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3 2x4 SP #2 Dense: Lumber value set -1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4,2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC - 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W4X8 2,75 L 2.50 NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4-4A11 7X10 =_ JZ/ - AU4 j Special loads Lumber Dur.Fac.=1,25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 pif at 7.00 TC- From 56 pif at 7.00 to 56 pif at 17.00 TC- From 56 pif at 17,00 to 56 plf at 24.00 BC- From 4 pif at -1,33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pff at 7.03 BC- From 10 pif at 7,03 to 10 plf at 7,77 BC- From 20 Felf at 7.77 to 20 plf at 10.17 BC- From 20 pif at 10.17 to 20 pit at 24.00 TC- 240.39 lb Conc. Load at 7,03 BC- 454.27 lb Conc. Load at 7.03 BC- 1150.88 lb Conc. Load at 7.77 Calculated horizontal deflection is 0.17" due to live load and 0.22" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 2) 2x6x6-7-12 x SP SS scabs at right end. Attach one scab to each outer face of Chord with: 0.128"x3'*, men, nails <P 8" OC, plus additional nail clusters at: BRG.: (4), heel: (8), 1st panel point: 4). 2X4 2X4 6 5X6 I 1-4-Qj 1- 7-0-0 J- 8-11-0 4-7-8 0-4-3 20-4-0 LE 24-0-0 Over 2 Supports R=2248 U=548 W=4" R=1486 U=347 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15A1.01.06 0 A aT /-/2/-/-/R/- Scale =.3125"/Ft. I MG, I - RW AW FOLLOW ALL WtES 04 THIS MWING1 IMPOUANT" "imis" THI$ S,te,ei,imi; TO ACL COMMACTORS 1`410E.LOING THE [MeTeiLLERS, TIC I-L 20.0 PSF REF R408-- 72464 en A) 05/23/17L7.0 PSF DATE7SCSI P=% y 0 % E DL 10.0 PSF DRW HCUSR408 17143616 tFk LL 0.0 PSF HC-ENG KD/WHK A - AN FTW COK414ANY OT.LD. 37.0 PSF SEQN- 851218 ANSI-. I A -6 .he 4-1, r -1. I_ __1`_ le"er-1-1 I -Im 1 - I. o N AL DUR.FAC. 1.25 FROM RFy FL COAL 2-'s TN -CA ICC . ...... '-D(M04 Flemini Llc NUmh-: 66648 SPACING 24.01, JREF- 1W12408_Z15 05/23/201 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t<Ibb biY-/!4`J J is w/ Iray -UKVIU Wtt R.LY -- LOT: J4 Keagan Volnte ZtANI'UKU, FL JG! - AV,-)) Value Set: 13B Effective 6/1/2013) 139 mph wind, 22,85 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 _ 4X4 _ MWFRS loads based on trusses located at least 11,42 ft. from roof edge. 0-4-0 3nY = 3X4(A1) bAn _ 3X4(A1) _ 10 1_ 10-0-0 _1_ 4-0-0 _1_ 10-0-0 1 24-0-0 Over 2 Supports R=988 U=120 W=4" 00g, 0- 120 W=4" RL=129/-129 y Design Crit: FBC2014Res/TPI-2007(STD) 0 _V PLT TYP. Wave FT/RT=O%(0%)/O(0) 15jkll. 06 `1. QT "I L/-/2/-/-/R/- WARNINGI•• READ AND FOLLOW ALL NOTES of THIS ORANINGI fWVRTANT' Ft"ISH MIS ORAr1M6 TO ALL CONTRACTORS INCLUDING THE IRSTALf.ERS f * T LL 20.0 PSF naT44f ^9 ^9 ^V J R Y. I k e i DCSI <8 f ^F C wpa S Y f Y TDI V Cd) y fj a / / DL 7 C/ PSF o Po- y 1 D tle aep V r+9 P" HC51 .- taJ ! E DL 10.0 PSF A s pn atwve a,• c H3 BT Ht8 _.. DPI f DDIY D! Y he J Lle ft ,vg_ &OA Z f Rdd LL 0.0 PSF AN ITWcaMaaxr dt d. ITN H g Cuvo G' F 1 T be res u' Y Nvw scan Yr mw c Y, y f url rvv. cov.Yorm ve •tcry ANSI/FpF t. ar Su hsndlFng_ shipp irg, a1I., F+y ` `+0+` fr 4V TOT. LD. 37.0 PSFr atf` 1 on -1. * fe8 er COWr D•C• ff tfep -1• Qrwitq. {nttie•t•• •CC*V=•Ae• er w p.i` OUR. FAC. 1.25 o trv cC ewrinpr•staee•Faf City wtefy Nor w a••FRe •eaen. Tt.• •utt•bif Fty or r.I• er«I f• a u•• f i oCakeOaneeD .S aai3o D«•FeuFty or .bovsl.r w wsl rDf r S_ Z SPAC I NG 24 .0„ 0,4a,FL '_S,- ct FLCOA "S de.DlNe afD„ ,T E . TDF a g; I CA T,Y. i [ rnI Ia; ty} t Flertning Lic Number: 66648 3 Scale=.25"/Ft. REF R408-- 72465 DATE 05/23/17 DRW HCUSR408 17143161 HC-ENG KM/DF SEQN- 516954 FROM RF JREF- 1W12408_Z15 U5/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEN. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, WAJMIWI:** REM AW,FOLLM ALL MOTES OM THIS DFIAXING! I*WTAXT.. FUM SH THIS 0"11, W. TO ALL COWRACTORS INCLUDM THE INSTALLERS. I ;7C ecs" u.,.... . ..rn 16OA-Z I- IT)i0 9.-'_ C__1' G- 1— AN IT-W COMPO.NY y A —t --I. 1. y for W Wtipn AM1Owf. TI- , t i I 'y —i 24W Lake Oran D,. Suite I2e f O_t_ R., W1S[/T'1 1 S—.2. FL COA 40 's At P ME I TP 1 9, CA I CC re. -,[)OUj 100ZPO-//Al" - 0 W/ tray -UIAVILJ WILLALT -- L01U .54 Keagan roinr-e zmmrVKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot Chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10,00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 6ZI - Hub) 139 mph wind, 22.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. VWFRS loads based on trusses located at least 11.17 ft. from roof edge. 5X6 6X6 =_ 3X4(A1) _= OAY = DA0 =_ 3X4(A1) =_ 0 8-0-0 8-0-0 8-0-0 24-0-0 Over 2 Supports —1 R=988 U=122 W=4" W=4" RL=109/-109 ky 'G A, 06-Y1. OQ OT)A?k U. _t yfATE 0:'._ of ORO#.-' VL/-/2/-/-/R/- Tq LL 20.0 PSF 14 DL 7.0 PSF B/ DL 10.0 PSF C L L 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 44i-3 Scale =.25"/Ft. REF R408-- 72466 DATE 05/23/17 DRW HCUSR408 17143162 HC-ENG KM/DF SEQN- 516958 FROM CH JREF- 1W12408_Z15 05/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 1bbbb-//4VV - b wl tray -UAVIL) WLE.KLY -- Lot 34 Reagan Pointe bANVUHU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 _= 2X4 III 327 - A07 ) 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC, 4X6 =_ 6 6 2 3X4(A1) X4 III 5X6 =_ 2X4 III 3X4(Al) =_ T 34 3 1 o "_ 0 6-0-0 12-0-0 I 6-0-0 24-0-0 Over 2 Supports R=988 U=224 W=4" 224 W=4" RL=89/-89 Design Crit: FBC2014Res/TPI-2007(STD) PILT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.C46,;VV1'.0 QT % /-/2/-/-/R/- Scale =.25"/Ft. READ AND FOLLOW ALL NOTES ON THIS DRANINGI FUM ItS JMGIMPORTANT" I rO ALL CONTIMTORS IW:LW ING THE INSTALLERS. T(I ILL 20.0 PSF REF R408-- 72467 I /, DIL 7.0 PSF DATE 05/23/17 iAT E 6Z DIL 10.0 PSF DRW HCUSR408 17143625 A-Lpow V 13 a7 11 RIO, tTN ...... LL 0.0 PSF HC-ENG KM/DF AN IrW COMPAt4Y ORO* N ATOT .LD. 37.0 PSF SEQN- 513072 A —1 1. no DUR.FAC. 1,25 FROM CH1400LakeOrmge1), _,o i TheANSUTPI I S-2, NAk— 40 SPACING 24ff' JREF- 1W12408_Z15 iHr&,FL 3-2931- FL COA ej 278 1 —, - .- I-- — 1—, C (CC ----I)mglz Fleininpl,ic Number: 66648 05,23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1Ob 25-/l47 o w/ tray -UAVIU wttKLY -- LOL 64 Keagan Pointe JAINr UKU, rL SZ! - AU6} Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10,00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 4X4 _ In lieu of structural panels use purlins to brace all flat TIC @ 24" Oc, 3X4 (Al ) _ ' A" _ DAD _ eA't I8 3X4 (A1) _ 1 1I,43i 1— 6-8-0 1 2-8-0 ( 10-8-0 I 4-0-0 1 24-0-0 Over 2 Supports R=988 U=224 W=4" 227 W=4" RL=95/-95?#* Design Cr i t : FBC2014Res/TP I -2007 (STD) ` PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1.CZO6 .0 T % /-/2/-/-/R/- tl'ARNIN(:!•• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI VZF IIPORTANT" FLANISH THIS DRAWING TO ALL COWTRACTORS INCLWING THE INSTALLERS. t N T LL 20.0 PSF A Tr ema rc n feb., q. nxmef 9 V 9 rz cxll rq antl b tg R ewr. ` '(DL 7.0 PSFneBCSt8nqCcmp5YfyYixrtlNFCASy- « a pn uI tre on 1 k p cmpo y g BCSf _ Un o- r+e ft w e l l P_ Y nwb ,y E ba P nRe+' Y -r"$.% q, q ti fT w DL 10.0 PSF 83. D} 0t0 appt t Dm R f g "46GA pn « hyypw LL 0.0 PSFAl _ fTW 6 f g C "G 1 1 I t ba y v av n fr oa t tq. T i WQ' usa rn tt+n or ar ri Ch AN41/l PI L or Yor henbf ,.,y -M pp r.,y.n e `' pia 01 AaANfrWCOA4144NYoozefn.o..sb q orUer,..vc . ,"y ANa A:NA A'°'L TDT.LD. 37.0 PSF A u 1 on -1. tl In or CpvAr pAWA Ii.V p thlA dl—. W, feWI t< AeeptAno of p-fRsatoewi RrpfepRr irp {rTf rAAponAfbtl4tY oAoIA IY for tFw WAiRn 4gAn. TM AUItAbi I1t, AM uM or —1A dr .i for Any atrvcturA Is 's 26U0 Lake Oran&t ?k,5rsie IKi r+wow>fbitity r w auuainy oaA+RP,.f per µsi /rpt I seo.2. pi`tVAt „ DUR.FAC. 1.25 t an&,.FL 32837 For mere c<n„ I rn , ga""" G5 SPACING 24.0" Fteatz7sAtiINEntpneltv.<our;cp.nse.orq; WTCA: ,.,... -, ,,.rrY.<.om: IGG ,,.,,..,«ga"el cxe 1a Flemin L.ic Number: 66648 T I 3- 8 3 Scale=. 25"/Ft. REF R408-- 72468 DATE 05/23/17 DRW RCUSR408 17143163 HC- ENG KM/DF SEQN- 516976 FROM CH JREF- 1W12408_Z15 05/ 23!20I7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Tbbb25-/l4J& - 1:5 w/ Iray -UAVIU WttKLY -- Lot .54 Keagan Pointe JANYVKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT If, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Calculated horizontal deflection is 0.12" due to live load and 0.15" due to dead load. In lieu of structural panels use purlins to brace all flat TC e 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 SL! - AUJ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 6.67 TC- From 56 plf at 6.67 to 56 plf at 11.33 TC- From 56 plf at 11.33 to 56 plf at 13.94 TC- From 28 plf at 13.94 to 28 plf at 22.00 TC- From 56 plf at 22.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 13.94 BC- From 10 plf at 13.94 to 10 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 24.19 lb Conc. Load at 13.94,15.94,17.94,19.94 TC- 39.92 lb Conc. Load at 21.97 BC- 29.99 lb Conc. Load at 13.94,15.94,17.94,19.94 BC- 70,94 lb Conc. Load at 21,97 a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X6 2.25 L 1.25 171 W5X6 S 1.25 3-8 3 t onvLaJ = runIU = "^"L••I 4A.'t III 3X4(A1) 3X4(A1) L. 6-8-0 _- 4-8-0 _L, 10-8-0 24-0-0 Over 2 Supports R=984 U=249 W=4'* w 286 W=4" Design Crit: FBC2014Res/TPf-2007(STQ) v %'el ` • PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 1.0;.06 !.0 OT *1 /-/2/-/-/R/- Scale=.25"/Ft. j (jjAIIr "[J AN ITW M1.4PPWY NARNINGI•• RW ANO FOLLON ALL NOTES ON THIS ONAWINGi IN WrMT` FU9 M THIS iNUNiNG TO ACL COMACTM INCLWING THE INSTALLERS. T ,po, -. ,. »b et.y na,.a e. ce . a=an,s a a b a y p: - t bb t ;ta ;acsr`Is.,,la ff Gat S»r zy In/a.eaC[an. by Tpf .TCA) atY pce.t «.r, pe - q on 4 ti <af s4v P Y 9 pa BC51. tfrr - oC s+a fy fuN np - 1 a fy acor hi v a I+..y. 3. 8T Bt4 appl b{ Apply p pb an aMxrox aM g 60A L p Mr ax q y o buy h« er exs rt conYormarzee ritb 0.NSI1T Vibe ar tar b a„at w. A b a.., g pP at a 1 r s tpp, g, f f,•` rr 4`p.......•*' Tj LL 20.0 PSF DL 7.0 PSF QL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 72469 DATE 05/2 3/ 1 7 DRW HCUSR408 17143164 HC-ERG KNt/DF SEQN- 516972 2r'OG i,il e Ch.. Sui[e i50 f..f ee chf• .rw1e0 x cev.r ppo Ifatlnp C 16.rwlep, IfW fefe.f AooeOt.f+of or prerA. 1l 1 fn Il Ilv r eeponf fbf{ItY oTl •the Noil i. nq Pefl r ANSI/Tpl I S-2 .e. ..,. or tbis erwi,q fM .,.,, ftr.4t.fr. If rrr rr %(yt•A _. }, f ` DUR. FAC. 1.25 FROM CH SPACING 24.0" JREF- 1W12408 Z15rfx'& Oriando,FL 3 s8FLCOAd+O_T8 F ,fe ,, z eana1a, ' < p =a - X11- ..e.alp.,a,t., `TPI ,x. a.; Y CA- .e,.. .,,.,,,.t y. ICC ...-_ .aC3ou lA Fleinin L.ie Number. 6664$ 05/2312017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibbt)d-//4VV - b w/ [ray -UAVIU wttKLY -- Lot 64 Keagan VOInte JANt'UKU, t-L Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/1$0 total load. Creep increase factor for dead load is 1.50. 2X4(A1) SL! - tSUI j 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.O psf. GCpi(f/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6(R) III 2X4(A1) L<- 1-4-0>j L_ 6-8-0 _ L- 6-8-0 _I 13-4-0 Over 2 Supports R=590 U=136 W=4"„ R=499 U=104 W=4" Design Crit: FBC2014Res/TPI-2007(STD) i%, ' • PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ?1.0,'i(.06 1.0 QT tl L/-/2/-/-/R/- WAARNtNG — READ A W FOLLON ALL IwTES ON THIS ORAWIN61 « 0, s T LL 20.0 PSFIMPORTANT" nRWiS -is M fw6 M ALL COITTRACTORS MM LWiw6 THE IwSTALLERS. T 4 d 9 p 9 b . R t DL 7.0 PSFReCS, B : 9 +'^P 5 f y f by ipl wTCA) f 'y p x r « P -9 a t D O amP Y 4 Pa- &.SI. Un aO r sa .• w p°A,—", "` « : DL 10.0 PSFaen9tabrsATE « sac 63. 6] Bt0 gppl sbl APPIY p6 C t pP abav¢ A j(jj l Re 1 Oa P 3s 16OA Z f p ` a1.`««* L CFZ"`: 1 LL 0.0 PSF v ,a .a.+rarm<.kg . eR aws vFc« t, or ro. baoan y eh,pP„q. AN ITWCOMPANY ,.z ttat,a d b,M.,a, ar ,.,.Ya . xr "`•_.«..«..•° TOT. LD. 37.0 PSF A sNt on Nf. drrlbp .r <bv.t pp. I1. 111 this dr..IM, indid.t ... —0. If PMr_.._1 npin..r lrp f d..ipn «... TM wlt.btl t, .nd .,.., tnt. first q ro - .t tP . f. `',`j(j(1 DUR . FAC . 1.25 23'JO Lake Urzn{z sJr..wse ("J 'aBf+anslbili tY r u,. ePtt.1. a. ii l P. Awsl /TVI T s .Z. t -- CkizCd>.FL 32837, SPACING 24 . 0" ri COA0027$ ai wwE..,... of p, ,c.. TI f .xa,n t arg; rrca. _,n .cr Y. ICC ...aDC&t 1' Fleming Lic 1` u bf,C: 66648 3 20-4-0 Scale=.5"/Ft. REF R408-- 72470 DATE 05/23/17 DRW HCUSR408 17143636 HC-ENG KD/WHK SEQN- 851179 FROM RF JREF- 1W12408_Z15 05/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, Ibbb25-//4VV is w/ tray -UAVIU wttKLY -- LOt 34 Keagan Vointe JAr4VUKU, f'L SL! - UuJ I Value Set: 13B Effective 6/1/2013) 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x6 SP SS :T2 2x4 SP #2 Dense: DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.20" due to live load and 0.27" due to dead load. J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" 1 hip supports 7-0-0 jacks with no webs, OC. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Deflection meets L/240 live and L/180 total load. Creep increase End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. factor for dead load is 1,50. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 1) 2x6x6-11-10 x SP SS scab at right end. Attach scab to face of 1) 2x6x6-11-10 x SP SS scab at left end. Attach scab to face of chord chord with: 0.128"x3", min, nails @ 8" OC, plus additional nail with: 0.128"0", min. nails @ 8" OC, plus additional nail clusters at: clusters at: BRG.: 5), heel: (9), 1st panel point: (5). BRG.: (5), heel: 9), 1st panel point: (4). 4x6(R) 4x6(R) 1# 0-4-3 k_ wr R=1168 U=257 W=4" PLT TYP. Wave 4LPIN 24W Lake Orange DT , Suite i," ' Odamkr, FL 32837 FL COA iJ 2?% I_ 4-8-0 _I, 2-2-0 !_ 4-8-0 ! 16-2-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Fruu sass ragv ra e cR . ng, a+Wl ng, h,pp,ng, alf ryi a »e:iag. Rcr , a a f BGsi g cameo s v f by rvI a,.a RTCaf y v ( aP P Par Y a9 63 DT Bt0 P21bi . Apply Pt Y d 0<+' tuwry N» ms fie t Da of I R rrg: 1600. Zrs- kfap v ITY[ G g L G I fl - v to y sac on tram g, y Ya buy e uei ,ry con tcrmerrce r cn ANSI /F Pt ;. oa tua nmwfing snipping. tNf fiD tlfit tlfWleq N COv«f RfOf IIt11l9 thft tlft«Inp, Ifwflettft teefpC«nOi «f pr«ftN fenfl fvpfrvNfl t{ lonf lbi lity 1 Wy fbf fNf tlfaf pn Nam. TM fu —Ifty 1rW auf «f Nif tlrwfnR f«f f^Y ftfvbtuf• If eepamf itri f lty of tfis N i—N OtteN— -1 ANSI/TPI i S—Z. F r more Y .inn io x general rn tas page a vm v. ( ALPINF al Pine t.—, TPI. p—t rg; NTCA', n„x.sG—d. ry—, ICC rc.tia(a DougFleming Lic Number: 66648 R= 1156 U=254 H= H1 1 XL/-/2/-/-/R/- DL 7.0 PSF DL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" FM 0- 4-3 20- 4-C Scale=. 5"/Ft. REF R408-- 72471 DATE 05/23/17 DRW HCUSR408 17143635 HC- ENG KD/WHK SEQN- 851207 FROM RF JREF- 1W12408_Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibbtb-//4VV - b w/ tray -UAVIU WttKLY -- Lot .$4 Keagan Vornte JANI`VKU, tL SL/ - FSLIC) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss designed to support 1-0-0 top chord outlookers and cladding load See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and not to exceed 5.00 PSF one face and 24.0" span opposite face. Top other requirements. chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, 2X4(A1) = 2X4(A1) 1-4-0 --J 1-4-0 1_ 6-8-0 _I_ 6-8-0 I 13-4-0 Over Continuous Support R=104 PLF U=31 PLF W=13-4-0 RL=8/-8 PLF , N Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1. .06 '1. Q s1 L/-/2/-/-/R/- Scale=.5"/Ft. WARNINGI" REM AND FOLLON ALL NOTES ON THIS ORANINGI t « j'),. " T LL 20.0 PSF REF R408-- 72472t11WANT' FURNISH THIS DRAWING TO Aft CONTRACTORS IMC(.00IM6 THE INSTALLERS o • * f DL 7.0 PSF DATE O5/23/17 to pe Y HCSI CHu g Cdgrb S y { by TPI M SYffCtrberyyb- g px CSI Eln r DL 10.0 PSF DRW HCUSR408 17143165r+#/'/'j(.{} tf {(( 1{{ 63, Bt Gt6 ppl lo. A¢Pry P4 v Y ! Pb"' ur •' TE y« I tJ U yke i Dz. t:, r+o r+d R tl 4 IWA Z s a-rel - « LL 0.0 PSF HC-ENG KM/DF LL At ITW B a q Compo11 G f uci ref to y v ac wv rr om c ( (" «« evr g, y n bu he r cnrv. arm ® uiia 0.N5 F/[PI t. or r harWfirag. ipy>i,K}. ed4 4 « (` y,Y«yANmwcoA,taarrr n«.. r «.r cnr. --In «reewr R.a. rr«erbp cnr« a ..rnp, rnafb.r.« «oo«ycfvfe« or Rfror.««Ibrul «eprn..rfeq ,vvvvv « «««`R"A««« f a` TOT. LD. 37.0 PSF SEQN- 516985 ir:CY or r<e. Zfr n O : ARRI I I° .z ar..f,>o r«. „.,, «<r,<.,r« i« "e,, L' , d ` DUR. FAC. 1.25 FROM RF 2dO0 Lake CHange Ur. Sarre (5O `l W8 k,FL 5283 >re o,x is job r gery . s Page a we Ft.eoA o_s AtP HE ...,fPir, ,<r.«;'TP, PibS rs:.GA zrr.r,.: G 0 1 1:1 min LicNumber:66648 SPACING 24.0" JREF- 1W12408 Z15 05/23/201 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IbbbtJ-//4`&V - b w/ Iray -UHVIU Wtt&LY -- LOt 34 Keagan Vointe Z)ANFUKU, rL SG! - rul) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Tap chord 2x4 SP 2 Dense Special loads Bot chord 2x6 SP 2 :132 2x6 SP SS: Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00) Webs 2x4 SP 3 TC- From 100 plf at 0.00 to 100 pif at 12.63 TC- From 50 pif at 12.63 to 50 pif at 23.63 Lumber value set 136" uses design values approved 1/30/2013 by ALSC BC- From 10 pif at 0.00 to 10 pif at 12.63 BC- From 5 pif at 12.63 to 5 pif at 23.63 Bottom chord checked for 10.00 psf non -concurrent live load. PLT- 44.12 lb Conc. Load at (12.63,11.29), (14.63,11.29), 16.63,11.29) 18.63,11,29), 20.63,11.29), (22,63,11.29) Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 3X4 2X4 III 3X4 = 2X4 III 4X4 = 4X4 = 2X4 III 3X4 = 2X4 HI 1-41062 10- 0-0 2X4 4X8 3X4 = 4X8 = 4X4 = III 3X4 2X4 III 5- 5-12 5-2-0 OE5.1F 12-5-12 _I 23- 7-8 Over 4 Supports J R= 333 W=5.75" R=43 PLF W=5-2-0 R=1268 W=6" a R= 435 W=5.75" Design Crit: FBC2014Res/TPI-2007(STD) ` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1. .06 '1.0 QT c1 L/-/2/-/-/R/- rARNING!•• RM ANDFMLOW ALL NOTES ON THIS ORARINGI ,e f?. ` T LL 40.0 PSF iWUIT• FtNH11 SH THIS 00"IN6 TO ALL CONMACTORS INCLWING THE INSTALLERS. T p over n fabr g nandF a PI V- .n aeii nq srcJ b inq Rc re, II N N y. ee eesiB any co•wo Sar y i e a -I ,w Rreakrr DL 10.0 PSF BC51. DL 5.0 PSF qa . Tpp jj j` j( j R3 & l 650 a l ApptY 6f s mW pa r E ICU_ t1 I is pl G . e a fG d t SAC 4 a c xc, trtF, R` 4{`s'` . LL 0.0 PSF TM 9 Y Px a fwi 'uss rn corvYurm rxe .rth M1HS(/lilbi.n%nClecg.pPirg. C y y AN IT W COK4AkW s<, ti s . .• ; } TOT . LD . 55.0 PSF a f ery curs a. inp pr erovrr pW+ IIstimo CHIs Crwirp. IMfe.t.. s..epe.snss of profsasrwesl srq lewwT lrp ddje,. r..pw.rleillq rpl.Iy ror w a.si arm.I,. TN, so+tr.i IItr «w .. or <»rs ar..r,.p ror ...y strvccurr rs ty y (('j (.{y{x DUR. FAC. 1 .00 reppw6.1: ity f * y Z IQirq Dsx' r W AMSI/TPI t Smc 2. -Pl T j^ b zooLx_e e et 011-"FL 3 83- F - , ;_ SPACING 24 . 0" FuoA*278 ALN.E- .W. , T11 ,n o: w ca, .... ..n ,ti<ry,00m; ice .......,....r 1)ou Ia; l letnin Lie Number: 66648 Scale=.3125"/ Ft. REF R408-- 72473 DATE 05/ 23/17 DRW HCUSR408 17143166 HC-ENG KM/DF SEQN- 517006 FROM CH JREF- 1W12408_ Z15 05/23/ 20I7 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k i ooDo - / i quti - o wl tray -UIAVILJ 1111CCINLY -- Lot 64 Keagan roinre ZPANT'VIKU Value Set: 13B (Effective 6/1/2013) Top Chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4, W10, W12 2x4 SP #2 Dense: Lumber value set -13B- uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac-1.25 / Plate Dur.Fac-1.25) TC- From 100 plf at 0.00 to 100 plf at 20.50 TC- From 224 plf at 20.50 to 224 plf at 23.12 BC- From 110 pff at 0.00 to 110 plf at 11.67 BC- From 10 plf at 11,67 to 10 plf at 23.12 TC- 201.00 lb Conc. Load at 22.17 TC- 398.00 lb Conc. Load at 23.00 TC- 478.75 lb Conc. Load at 23.12 Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 2.75 L 1,25 21 W2X4 S 2.50 41 W3X6 2.75 R 1.25 51 W4X4 S 1.25 E 61 W4X4 S 1.25 71 W3X4 2.75 R 1.25 151 W3X4 2.75 R 1,25 161 W3X4 1.25 R 1.25 171 W4X4 S 1.25 181 W4X4 S 1.25 191 W3X6 2.75 L 1.25 201 W3X6 2,75 R 1.25 231 W2X4 S 2.50 3X6[11 =-4X4[51 _= 3X4[71 =_ 2X4 III rL set - rue; 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0,128"x3", min. nails Top Chord: 1 Row 4 8.00" o,c. BotChord: 1 Row l,12,90" O.C. Web, : 1 Row 0 O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting, 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP R, wind TC DL=4.2 psf, wind BC DL=3.0 psf, GCpi(i/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 Fist non -concurrent live load. Deflection meets L/360 live and L/240 total load- Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6[201 =_ 5X6 =_ 3X4[161 _= 4X4[181 =- n T1-4 0 U + 10-0-0 7 4X4r61 = H0912 IYAriri = 4X4F171 2X4[21 III 3X6[191 =_ 3X6[41 =_ 2X4[231 M L:::i -11 -8>J 23-1-8 Over 2 Supports > it R=1920 U=136 W=6" I U = 19 6 W = 8 " Design Crit: FBC2014Res/TPI-2007(STD) PILT TYP. 20 Gauge HS, ave FT/RT=O%(O%)/O(0) 15 1 . 0# O6 0 T V -/-/2/-/-/R/- Scale =.3125"/Ft. READ AND FOLLOW ALL NOTES ON THIS DRANINGI 101ORTANT" FUNISH Tills ORONING TO ALL CONTRACTORS INCLIJOING THE INSTALLERS. WILL 40.0 PSF REF R408-- 72474 cA A Ar TIC DL 10.0 PSF DATE 05/23/17 i E 0AT DIL 5.0 PSF DRW HCUSR408 17143167 LL 0.0 PSF HC-ENG KM/DF AN FTW COMPANY ell TOT.LD. 55.0 PSF SEQN- 517011 A -1 11-1.9 PAQ. 1.-1.9 -1. .-1- --pt- lf Vr-l.9 10 -, P-:b'::1y :*Illy I-,- TPA I Ity A- If Will d1wi,;, T- _y -11 I. - NA"LL DUR.FAC, 1.00 FROM24(k Lake 01.,geDl, SM, f 50rsaty R cmal&' FL FL COA 4101,79 ALPINE Ti'l WTCA icc ...... DouglaF Heming Lic Number 66648 SPACING 24.0" JREF- 1W12408 Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, - 6 w/ tray -vnvtU Wrtf\LT -- LOC J4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 rolnLe amrvrumu, fL JL Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1,00) TC- From 174 plf at 0.00 to 174 plf at 6.44 BC- From 5 plf at 0.00 to 5 plf at 6.44 TC- 204.93 lb Conc. Load at 0.77, 2.65, 4.65 TC- 288.00 lb Conc. Load at 1.67 TC- 222.00 lb Conc. Load at 3.67 TC- 201.00 lb Conc. Load at 5.67 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. WIND LOAD CASE MODIFIED! ruJ ) 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"xY , min. nails Top Chord: 1 Row @ 4.25" o.c. Bat Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.O psf. GCpi(+/-)=O.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X4 S 1.25 3X4[11 = 2X4 III 3X4 - 3X4 1-1 0 Li 3X8 = 3X4 2X4 III 2X4 Ili 1-1 0 9-4-a I le 6-5-4 Over 2 Supports R=1267 U=0 W=7.5" R=1211 U=0 W=3.75" y (jy{p{q{( w4fe Design Crit: FBC2014Res/TPI-2007(STD) rr PP JV 4 p PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 . 0,4 06 0 0T 2/-/-/R/- Scale=.5"/Ft. Waw ttwct• WAD Aran FOLu r ALL NDrES ON THIS DRAMINGt IMPORTANT— FURNISH THIS ORA ING TO ALL CONTRACTORS INCLUDING TNe INSTALLER5. i TOLL 40.0Q PSF REF R4Q8 - - 72475 T -q cuvc rapr rx non I ^4 pP ,rg, in [aYtirnG —'C b 9 R - ... xYr • BSI CB d G 5 I by p[ e NfCA} :` P N t yyvi« DL 10.0 PSF DATE 05/23/17YY to pm r y Y t i p emp Y S pg BCSI. ()n eO • N RijATE , c 9 DL 5.0 PSF DRW HCUSR408 17143621 l I!II I j{ I AL o.. ss sY Nlo apPt t nacir ai art .,oc c Po* - ac rrAtp. I,r G d g G e p , . e r cn i LL O.0 PSF HC-ENG KM/WHK t U AN tTW [¢Mii4NY Y .-a. ,a ,. ass» n <. .a.» « .,«.r~ ANssirar ,. a, fuE » ;ppiny, ta ac « r. ..+g r < «< si,,. 0R\'DoYNWRaa TOT LD 55.0 PSF SEQN- 852954 Ir p I^N TM«sulYabd-111ity uW fari,ry tJ DUR. FAC. 1 .QQ FROM RFraponaibtlntYsplalyfortlraAsaiptuaeofthisAfwrirqstrturIs+F,tJL31 Bu lafrq Da IR— ANSI/TPt t S-2. EEE ddd'-- yr+ 24cu- zkL CAge`D"S teiRt respmslb—ty of par T SPACING 24 .0" JREF- 1W12408 Z15 X,l, o.FL 383' FLCOA902- 8 ore o — , J- --.1pa 111.1 ALPINE . atPtrm' r...`TPt °,,; .are: NTCA .._ .,., v., ry a: .e ICC .., ..:aroma la;Fleming Lic Number: 66648 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16658-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 34 Reagan Pointe SANFORD, FL 327 - F01 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.56" DL: 0.36". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up 0-8-0 T 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 14" 12-2-8 _1 — 10-6-0 _I W(R) = W=3x4 _ 1x3(R) 3x10 = 3x6 = 3x4 _ 3x6 = 3x10 1 x3 (R) - aA IV - aA•t - aA I _ 4x6 3x6 4x6 _ 1x3(R) f- 1- a-B-01-4 0 10-0-0 0-8-0 23-10-8 Over 2 Supports R=1035 W0.25" f r>; sr, R=1035 W=7.25" Note: All Plates Are 1 x3 Except As Shown. • •` Ct"•j. Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 1.O$ 06 .O V 2 /-/2/-/-/R/- Scale=.3125"/Ft. MAWIINGI •• RM AW MLLO* ALL NOTES ON THIS oer IKI U7 WILL 40.0 PSF REF R4O8-- 72476Iw%TmT• amism TNfS BNw m To ALL cmipAcTon twLUOIN6 THE INSTALLERS AA t t cQu r 9 n, q ipp 9 ...1. ,, — er— y. R n. BCS1 7B s RI B > y r aDL 10.0 PSF DATE 05/23/17 a p e p 9 BSI > ro„ a 1 t a va y a * a . wa q et f INDL 5.0 PSF DRW HCUSR408 17143624 63 BS Bl6 ypt F Apq tg of us xxi µo*+ ttbo« erW J',,y$yty 14QA Z f P Pa r 46 ** ff Atp tl FiIY B q Compun - G cp t n cc ho c twn t .......... t... {r q.V+P"•` LL 0.0 PSF HC-ENG GA/DF t tttJJJ tttJJ! Cr m" g y hrt us n confor aern,e r th ANS t/Ft l F, ro for nrn nq sh pp rg. 9° .... Y .A* AN IrWCO W W , — .,t u„ s t,.•. a,. ,f",a.5 s h r jC`` NY**** ' TOT. LD. 55.0 PSF SEQN- 84686 A — 1 —,-1. dr :.9 er eevsr p.p. 11.ttM TA1s urwlnp, fMIa.C.. K*.P— of ptrof...len.1 .egftw."tp /P NA r..poe:l..::tr 1.fy fef — w if .rw.... PH."..' lter .ne .,.. *. r,I. ar»I,p Ta .rtr .t.F.T...f. r ` i(l NALL 1[` DUR . FAC C. 1.00 FROM RF 24IX7 Laic Ormmge Dr_9.ute (i0 r.elw..a lnufcr - d Budding owty.w.' wf ANSI P I t S.c.i. fkiaz: do, FL 32937 v ,.,, ,. . ins g.•f a page Rn y . t u F;_ COA*)2-9 ALPfNf: vaw..9p n—, TPI ..,. tp Fnz —9, WIC, — y—, ICC ......,«. [)M la• Fleming Lic Number: 66648 SPACING 19.1" JREF- 1W12408 Z15 05123/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W4 4x2 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 174 plf at 0.13 to 174 pif at 23.00 BC- From 5 plf at 0.00 to 5 plf at 23.00 TC- 615,00 lb Conc. Load at 23.00 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 1-0-0 3X4 1X3(R) W=3X4 See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 321 W6X8 S 1,50 6X8 = 5X8 2X4 to 3X4 = W=3X4 = 6X8[321 5X8 t a-8-a1-4a F 1a-a-a 1X3( R) 23- 1-8 Over Continuous Support R= 223 PLF W=21-2-0 F p Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1.0;.06 I.0 JQT *1 /-/2/-/-/R/- Scale=.3125"/Ft. WARNING"' REM AND FOLLOW ALL MOTES ON THIS DRAWING! esi T LL 40.0 PSF REF R408-- 72477 IIPORTART• Fi MISH THtS fNtAWIMO TO ALL CONTRACTORS IMCLWIMG THE IMSTALLLERS o T G emc abe nq, tsxtll 4 .n pp esg, n tari a.M b q k mY t a t a tia 6r`nCSt Sxrat Ynra e;o by T" -C.)r DL 10.0 PSF DATE 05/23/17 o ( se g t P r^Wo Y B M" BCSf ihEl Ifera:e } a b + apYo .,bu«. Ya m + FittE E !a DL 5.0 PSF DRW HCUSR408 17143619 53 R, R,t Appty pf + LL 0.0 PSF HC-ENG KD/WHK he 1 f)0. E k nye YH,0. L far ++4 / Y g} . may yp,r "" { f +i+t V tl ry rvy y C rua n uon farmurxw rrrn ANSI. TkI t. or !or ha+vdtirg sh pp;rg. c {+ + AHITWCOMTYWY , S.aAA t,an d,a „k6eu 4 e `M+..+.•++ j` TOT.LD. 55.0 PSF SEQN— 851125 1 en this arwtnp er eevor DsOs Ifsttnp tuts arwtep, InaiCKH seesp<r.cs W Rrofosstonor sntjltwrinR dy rosparrs i bfrity ootaty for Y1N —Q, sltoaet. Fhs suitWflftY Na' of this arwitq for smy strtKtors Is { 24W Lake Orwg; Dr..Smte 150 r epw.sibf tf ty of e,.f Laing o.aiy.,.r -1 NtSI/M , S-2. TONAL DUR. FAC. 1.00 FROM RF oFLCOA 2837 _ TN ken raA era - SPACING 24.0" JREF- 1W12408 Z15 Ioaaoz7aALPINFa .afa,ne t..t TN arg; w cn....s , we ....,<.., raL arrgl FleTnin Lie Number: 66648 05123/ 20 t 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. lbbbb-//499 - b w/ tray -UAVIU WttKLY -- Lot S4 Keagan Pointe JAW VKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5L! - rV4 I 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action With single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W3X8 2.75 L 1.25 31 W3X1O 5.25 L 1.25 51 W3X8 4,00 L 1.25 15] W3X10 5.00 R 1.25 12" 10-6-0 -i —+ 11-7-8 _l 1X3 III 1X3 III 3X6 = 1X3(R) 1X3(R) =_ W=3X4 3X10 [3] = 1X3 Ill 3X6 = 1X3 III 1 X3 I!! 4X10 = 3X6 = 2X4 ll I o-8-ot-4 0 10-0-0 0-8-0 3X8[2] _ .iA601 = - - IA4 = SAIVLI5J = 4X6 = 15A0 3X4 1X3(R) L<1-11-8:::J 23-1-8 Over 2 Supports _I R=1095 W=6" . a I s W=8" PLT TYP. 20 Gauge HS,Wave Design Crit: FBC2014Res/TPI-2007(STD) '` FT/RT=O%(0%)/0(0) 15 1.OJ.06 .0 QT * 2/-/-/R/- Scale=.3125"/Ft. TA a LIM 11lJJl LLLJJ! ll AN rrw COMPANY Z4i;ii a%e 0t2't 6r. S, aei u l- " g'' f.1, (OA>,$ WAfW iA1G! `• RM ALAI FOL ALL NOTES ON THIS ORAMING1 INORTANT' FUMiSH THIS o IAK TO Ail OWrRACTORS INCLWINB THE INSTALLERS. a AYnefACSI (B F q Cacpo 5 Y I y r 1 wrCy b 8. U - ny ny L ' Y g we B}, BT BTa. pl bt ,. Ap iY b arW a al, bone o n.. AI d ( iT. B tl 4 Ud^P fG i ` a roe be o po b tl ' v ac n from b d y ram. o bu x n con or rvcn « -fi AN5f/list i. o. ta. an liry hipp erg. xx,i r,nn «, oe r,,.z...,,. i en sni d im cov.r pp. I I sing -1 drwlnp. Ind — f .ccptwx..ptef.NNFon.i Myin..rinp ne... MI iI fi , .mod .... ., u d i,,.. «,.,.. i. rw. 00.,xmuieY u«e eaud+.q aeaio++'. o.r aavrw T snc z 4 °` 66648 0.f Pl Kf ai pi na ew.c FPI .cV ensx ory; .TCA_ at,y.<- f(.E . fe( l 1 eiAT;,:', oDL B yQ•.• i8 0 R r { ' yVVtty t 8 lEe1T11nl.Ie i"Un1l'i: tIYO T LL DL LL TOT. LD. DUR. FAC. SPACING 40. 0 PSF 10. 0 PSF 5. 0 PSF 0. 0 PSF 55. 0 PSF 1 . 00 24. 0'" REF R408 - - 72478 DATE 05/23/17 DRW HCUSR408 17143634 HC- ENG GA/DF SEQN— 84689 FROM RF JREF- 1W12408 Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k Ibbbd-//4VV - b W/ [ray -UAVIU WttKLY -- LOt 44 Keagan roinre Z'ANrUKU, rL Value Set: 13B (Effective 6/1/20113) Top chord 4x2 SP #1 Dense Bat chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W16 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur,Fac.=1.25 / Plate Dur.Fac.=1,25) TC- From 100 plf at 0.12 to 100 plf at 23.00 BC- From 10 plf at 0.00 to 10 plf at 23.00 TC- 1614.56 lb Conc. Load at 23.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X8 3.75 L 1.25 111 W3X4 1.25 L 1.25 171 W4X6 1.25 R 1.25 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.12 to 100 PLF at 23.00 BC - From 10 PLF at 0.00 to 10 PLF at 23.00 TC - 1416 LB Conc. Load at 23.00 L 1-0-0 rU'4A ) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 10-6-0 12" + 11-7-8 1X3 III 2X4 III 3X6 1X3(R) = 3X10 1X3 IN 3X4 1X3 III W=3X4 =_ 1X3 III 4X10 5X8 =_ 4X6 III I- 0-8-01 - _ F 1 10-0-0 3X8 4X6[171 =_ 3X4 1X3(R) 3X4[111 1X3(R) 23-1-8 Over 2 Supports R=1021 W=6" W=8" 0 Design Crit: FBC2014Res/TP I -2007 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15. 1.0 06,ki .0 ,,,QT :V /-/2/-/-/R/- Scale =.3125"/Ft. WARNING! " UM AM FOU0111 MLL NOTES 009 THIS DRAZING.1 IWVUANT" tReNISIf THIS o ING TO ALL CONTRACTORS IFXLWING THE INSTALLERS V. TC LL 40.0 PSF REF R408-- 724791U:DL R's P. ... .... TEATE 10.0 PSF DL DATE 05/23/17 5.0 PSF DRW HCUSR408 17143623 A L rL -r=P--) AWY 0.11, 16OA-1 LL 0.0 PSF HC-ENG SCN/DF AN rrW COMPkNY LD. 55.0 PSF SEQN- 853017 A I —I on th.; dl— dr-119, of pmf•1 1 w"Vi IryorilnqVII* Ib —1. y I., Th. —i=.—y I. DUR.FAC. 1.00 FROM RF 2srXiLak, Oran D. , S.' te 50 Iblifty of 8-1diN I- AKSIPl 1 S—.2. SPACING 24. REF- 1W12408_Z15 Or!w do.FL 3'83- IL COA 40 2`8 1— _ , '--' base e'-. — —o' 1 ALPINE: — —, T11 CA — ice . ........ Douglal; Flei-ning Lie Nuinber 66(Ag 05/ 21/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, lbbbb-//4532i - ts w/ [ray -UAVIU WttKLY -- Lot S4 Keagan vointe ZIANVVKU, rL 6ZI - rub) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown, Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -400# MAX. (See below) from a non -wind load case requires uplift connection. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up, factor for dead load is 1,50. 2-4-8 .8,51, . 2-4-8 2X4 III 3X4 =_ 3X4 = 2X4 III 1-4-0 0-8-i)X3(R) r r I I 1 10-0-0 3X6 = 1X3 III 3X4 2X4 III 1X3(R) I i - i 1 -8 5-5-8 Over 2 Supports R=44/400 H=Hl R=1330 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.Oj 06 .0 &,QT :V /-/2/-/-/R/- Scale =.5"/Ft. VAMING!'* REM AW FOLLON ALL NOTES 00 THIS DRAMINGI TI'T' WILL 40.0 PSF REF R408-- 724801111PO"ANT" FUINIV TPIIS DRAIIING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. AICA) Y P.TIC .21D L 10.0 PSF DATE 05/23/17 1." .—d VATE DIL 5 O PSF DRW HCUSR408 17143168 7 BTo, LL 0.0 PSF HC-ENG KM/DF AN rTW COMPANY 60T.LD. 55.0 PSF SEQN- 516988 A —1 on "1. d—In or cover p". I—IM -t. Eraef nR, 6-1.cea ... P_ of p f— I A_ raapwtaiDll y :*I*ly 1- TI- —1-1—y of -1. d,_I A, i. ONA DUR.FAC. 1.00 FROM RFSidi,,, Dlmi AKSI/TPI I S-2, UI , S., I, i ") — i y I a{ .FL 12S3_1 f., 1W12408 Z15F'_ COA CCj 278 AIPINE -1--1..r. III fCC . ..... -F)ou la Fleming Numb— "A/18 SPACING 24.0" JREF 05/23/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fae.=1.00) TC- From 100 plf at 0.00 to 100 plf at 5.33 BC- From 10 plf at 0.00 to 10 plf at 5.33 TC- 480.00 lb Conc. Load at 5.21 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/36O live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X6 4X6 = 1X3 III 1X3 Ili 2X4 III 1 X3 fl 1- 4 0 08-00 It 11 - 10-0-0 3X6 4X4 III 4X4 - 1X3 111 1X3(R) 1X3 III Ll— 1-11-8 5-5-8 Over 2 Supports R=69 PLF W=2-10-0 R=871 W=8",,.• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. WtARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IWWTANT.. FLRNISN THIS ORAitING TO All CONTRACTORS INCLWIM THE INSTALLERS. T .g the NGSI (B d g CcwP $' y f by GI NTCk) f p p o pe f rag c on i [i - y rg BCSF i ke J 6eI R P g h6A Z - .uad A iTYf 6 g Gawp G' W F :rl o[ ba ec:lw 1 t y g Y - b uw n onfofmanee v eM1 AN51VI t, or Par hand(rg, vM1i pp rg.o AN ITWCOMMW s uac vora sa - 'rag or c a..5os. nswl ory this drwing dr ddvsr po" ti-1,9 < is drwfnW. If profswior l s'+p inMrin. ibl( i<y f Ioly <tt Vr dp€Rn sigsn. Th s 1l iIi<y rM uw of this difor s^Y s<rue<ur is 2$ ;LeU_ Witalu, r aspw sibtii Cy of cJs W iWd Ow4R pwr ANSI/TPI I S—Z. ii3iY.10. Ft .c¢,'- F von x ja - gorrar at page a wep FLCOA#J27S al_Plxe a r.aom TPi ..".q>.nsv ofg: rTGA- .. _an vy om, icG r'l)Ou C H SATE OF s SALLic NuWnber: FW-/2/-/-/ R/ EL 40. 0 PSF TCL 10. 0 PSF ZDL 5. 0 PSF LL 0. 0 PSF LD. 55. 0 PSF DUR.FAC. 1.00 SPACING 24. 0" Scale=.5"/ Ft. REF R408-- 72481 DATE 05/ 23/17 DRW HCUSR4O8 17143169 HC-ENG KM/DF SEQN- 516993 FROM CH JREF- 1W12408_ Z15 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibbbb-//4VV - b W/ [ray -UAVIU WttKLY -- Lot 14 Reagan Votnte Z>ANVUKU, FL SZ/ - VU65) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP 2 Dense Bot chord 4x2 SP 2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP 3 shown. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Deflection meets L/360 live and L/240 total load. Creep increase TC- From 100 plf at 0.00 to 100 plf at 5.33 factor for dead load is 1.50. BC- From 10 plf at 0.00 to 10 plf at 5.33 TC- 270.28 lb Conc. Load at 1.53 Truss must be installed as shown with top chord up. 3X4 _= 2X4 III 1X3 III 3X4 =_ 1X3 III IA3(K)) 0-8-0 10-0-0 A14 M 1X3 Ill 1X3(R) =_ 1X3 III 0 gL- 4 11-11-8 5-5-8 Over 2 Supports R=187 PLF W=2-8-12 R=346 W=8" Wz Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. .0 j FY.r. _rp A"r -/2/-/-/R/- Scale =.5"/Ft. WARNING!" READ AND FOLLOW ALL NOTES ON THIS ORMING1 101WTANT" FUMISH TwiniN 110G TO ALL OOKTRACTORS 110CLW1W TK INSTALLERS. a T!j tL 40.0 PSF REF R408-- 72482 TIC fIL 10.0 PSF DATE 05/23/17 E 0 L ..... "CS? 4 R7 RIO, AIM, ! ID L 5.0 PSF DRW 14CUSR108 17143170 ILL 0,0 PSF HC-ENG KM/DF161P0 ...nAa..... . 0 R yAvsl AN nW COWSO"Y A ,-1 -,i"i* Wlnq p"s I i1t119 10 ding. of S/0 T.LD. 55.0 PSF SEQN- 516996 i,, Ttw lli-,itity -1 -,y S-11 il Alk, TO 24W Ldl, 0-gt, D,. Sww ! O rvnyons b "y of - Su' din ANSI/ I S-Z. DUR.FAC. 1.00 FROM CH Odando, FL 3283' 1h.1 11. 1 se — — 1.. —11 FL COA 96 218 ALPINE:TPI NTCA ICC -I)Ctugla Fleming I Ac Number 66648 SPACING 24.0" JREF- 1W12408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Value Set: 13B (Effective 6/1/2013) Tap chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3-0-0 114.375" , 3-5-12 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-3-0 3X6(R) III 3X4 = 2X4 I(f 3X4 - 1X3 III f— 1X3(R) _ 10T4O0-8-0 1 9 1X3 #I 3X4 = 3X4 3X4 1X3(R) 1., 3-1-0 7-8-4 Over 2 Supports R=205 W=3.125" R=743 W=8" Design Crit: FBC2014Res/TPI-2007(STD) v \r`T PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1.0.06 1.0 (2T » /-/2/-/-/R/- Scale=.5"/Ft. WARN INGI•• RM as FOLLOW ALL xoTES a, THIS ORMINGl T LL 40.0 PSFINIOWAIT• FUMISR THIS ORWIM6 TO a OWMACTORS IWt WING T IMST&LERS REF R408-- 72483 9 4 y r v a DL 10.0 PSF DATE 05/23/17nekHC51 (8 fa rrg G.rgao 5 y I by FVI rCr jj S CSIS1. Un , -eJ • % DL 5.0 PSF DRW Iacusaaos 17143617 63, B? GIG, a uxx A, 1rr1<1Yo PPa1 ta SHnnb*"` ` R soaZ 1. aLP(F9 Al *° !Z 0 RO. . LL 0.0 PSF HC-ENG KM/WHK TOT. LD. 55. 0 PSF SEQN- 852949 AN rrwcoatanNv ssstansots arwinp or cover Daps {i[frp t}tls dr i a Indlestss sen P-. er P_f_.._I aM1 _r"' pry P«.,eIIIZY .LIY . .. Ia T..Pt,lt1 — — ar "I* d—ing rar . arm. Q DUR. FAC. 1 .00 FROM RF 24CO lake 0'.' g D"SuneI50 •*^srtru lsy or r+» euudloy nesly«r r uHSliTri , s.z. Chiando. Fi. 2& 37 r a., y iarz FLca a a V RE ... I , E>,. TPI t,,,; q . CA .:, d ,. , ICr .a: ,r,z Dau IA Fleming Lic Nuinher: 66648 SPACING 24.0" JREF- 1W12408 Z15 05/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bb5d-/(4VV b wl [ray -UAVIU WLLKLY -_ Lot J4 Reagan Pointe SANFUKU, FL JZ1 - VUVA ) Value Set: 13B Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. Sheathing Is required for any I Ong I tud I na I (drag) forces. All connections to be designed by the building designer. 2X4 M(R) 1-4 0 0-8-0 n 7- 2X4 ui M(R) 7-8-4 Over Continuous Support p R=108 PLF W=7-8-4 Note: A I I Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.0;.06,*j.0 QT 1 /-/2/-/-/R/- Scale =.5"/Ft. W.,W AWFOLLM ALL TES ON THIs Wmtwi WMTMT-- Ft iSH THIS, IS W W L WWMACTORS INC3 WIW. THE IWM M. gs Tj LL 40.0 PSF REF R408-- 72484 DL 10.0 PSF DATE 05/23/17 L HCUSR408 17143622ijATEq13DL5.0 PSF DRW L PP-10 F! 4 L L 0.0 PSF HC-ENG KM/WHK pp AN ITW COMPANY ......... 4"llix TOT. LD. 55.0 PSF SEQN- 852951 A "1, 0-119 pe" I lWn -1 d—In. Pmf-i l WVI—,I,.vIII& 1=1i:ily 711*11 1 icy f i, d—in f,- NAk, DUR. FAC. 1.00 FROM RFI, — S, In 0-1, ANSI/PI I S—Z. FL COA TPI . ....... I)mgJaF Flem SPACING 24.0" JREF- 1W12408_Z15 05/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &nwcNS/ONS) SUBMITTED BY TRUSS MFR. vo/mo Set: 13o (Effective sn/zo z) Top chord wuSP #2 Dense ootchord 4x2sr#2 Dense Webs 4x2 sp w3 Lumber value set ^13B^ uses design values approved 1/30/2013 by xLsc Truss must be installed as shown with top chord up. 1X3( R) '_= 3X4 7- 9-4 Over 2 Supports nor/ ect/nn estimate assumes composite occ/ov with single layer or the appropriate spun rated e/ue-nm./,u wood sheathing. Webs are square cut except uu/ diagonals or as otherwise shown. Deflection meets Uxso live and L/240 total load. Creep increase factor for ooao load /s 1.50, RM AM) FOU0111 AU MUTES ON THIS DP"IMI M-. PSF PSF LL 0.0 P5F TOT. L -------PSF DUR. FAC. 1.00 SPACING 24.0" Scale ~. 5^/Ft. REF R408— 72485 DATE 05/23/17 DRW xoosn^vo 17143626 HC- EN6 8&/DF 5EON- 84595 FROM RF JREF- 1W12408_Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 0 w/ tray —UAVIU wttKLY -- LOt 54 Keagan Pointe JAIMYUKU, rL SL{ — I - II ) Value Set: 13B Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set 136n uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. PLT TYP. Wave 26(0 Lake (hand Dr., Smte 10 Orlando. FL 32837 FL COA A) 278 1 X3 lu 1 X3 (R) = 3X4 = 2X4 Hi 0-8-0 1-4 0 10-0-0 1X3(R) = 3X4 3X4 f 4-7-4 Over 2 Supports R=239 W=7.25" R=254 W=6" Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 iIARFIINGC"St{ RF tO AMO FOLEOM ALL NOTES ONTHIS ORANINONP! FORTANT" FiMU(I THIS OR" NO TO ALL CONTRACTORS INCLUDING MSTAt.t.ERS. T r Yabr 1 ne f*9 Pp 9 .. arixl --j R ari he c (iGSi (B ,g ComPon 5 Y t y"SPI w1C ) y p Oe f y f on 1 al - t p anp y g rye" BCSt. Un k tw 1 P ^We IY -M1ed "9 d Wr If a rfy ee I 1 per. ei 87 810 sYaPpl bl¢ AM, Pt Y. cn f 4 »rid po Wwm above a.> h¢t3 tM V i f rva v R ^9.. 60A Z I., Af a frM 6 cam.+ G- ¢v i an of bo respa t y eW, at tor. rrom g y bur he .ran conforms - rich AH51/T Pt Y. or fnr hsrrcftieey, 'PPirg, ns fiaci a.. 6s ng ai xr ussos. ful en this erw iro of 00— Pp• 11-I g this C wing. irW fC•t f • pt of pr•f•fftoo•f vV1n 1 f•p•nf ibf t ity .•Iffy fN w ffponstbiffty ofw D—19 Mww.•n. ANSI /fTPuIiCtlt Si•l t,Z .fnd pff aM CO tf orfsirp f•r rty ftrvttW if r ire on Io y¢ne:af pay ¢a¢ wr ¢. ALPINE . w..af pine .,e TPI rg; tYTCA: .fx vnduery.c¢m; ICC M-. 1 ! LL/-/2/-/-/R/ EOR w• R N•w•MONAk- Lic NuTnty--r: 66648 TIQJ LL 40.0 PSF DL 10.0 PSF DL 5.0 PSF LL 0.0 PSF TOT, LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 72486 DATE 05/23/17 DRW HCUSR408 17143629 HC- ENG KD/WHK SEQN- 851203 FROM RF JREF- 1W12408_Z15 05/ 23/201 % THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I00nd-//4UU - b wl fray -UAVIU WttKLY -- Lot S4 Keagan Vointe Z>ANI-UKV, I-L Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bet chord 4x2 SIP #2 Dense Webs 4x2 SIP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1 X3 III 1X3(R) 3X4 =_2X4 W 1-0 1-4 0I0 . + 10-0-0 3X4 0-8-0 3X6 em. 2 5013pul t-, R=186 W=5,5' R=200 t-lz ) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 MMNI NG REM AM FOLL" ALL WTES ON THIS DRWIK W IKST&IMIS FUFNI THISIS OR" K TO CONTRACTORS IRMWING T.... C ecs _' AiL4 N F_ Prum AN rrW COMPANY y I— -_ A f I "I. --P-- r Pf_,_Ip.9. 11.0no b tcotsty T_ or chi. d'_.0 ., _y Like Ornze D,, Smw I YO wsk.-ty ti- lWittli,,; 0e ii;- PsoAKSI/TPI I S-2. F L COA 4)i 279 ALI'lilf 171 -C., ICC . ..... —Dou Lic Number: 66648 kL/-/2/-/-/R/- T LL 40.0 PSF k DL 10.0 PSF B DL 5.0 PSF LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R408-- 72487 DATE 05/23/17 DRW 14CUSR408 17143628 HC-ENG GA/DF SEQN- 84697 FROM RF JREF- 1W12408Z15 05/23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Fasten rated sheathing to one face of this frame 0-B-0 1X3(R) _ 1X3(R) _ R=87 PLF W=10-8-0 Note: All Plates Are 1X3 Except As Shown. l Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 10-8-0 Over Continuous Support 2X4 Ill 2X4 Ill 1-4-0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) Z, x W, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 41.01 06 0 TY: /-/2/-/-/R/- Scale=.5"/Ft. milJQ (1 j AN IrtV COMMNY 24{iQ Lake JYmge r,,.. uit2 1/ARNINct RM AND va.lTO u. MUTES a/ THIS OR INGIMoORTANTFUItlt1511THISORFtIM6TOAtLCONTRACTOQSIIVCtflel6 THE IN5TFL(.ERS. rTr - r•» i 4 p 4, a , a .- ne Y BCS( {B g C wgx 5 Y f by TVf •iC ) p o pe f g f an f t p y q pa BC5{, tM .eo ar r. ap iro p7.f>k Y n9 a++b aW>"iY "faaM'. rTa B> eTtr appt a AWptY pf r oa aas,tea z p`i'LL Atp f Ru 'al lunpo* Gws 1 •i esW^ q <n. g, yo in uonvurrnu.ce w.eh A.451 /ipi t ar r nandtirg. nrppi at c b.e.. y arc so-5seal en this broofny er cevar pays Itstloy this o,w V, tnbfostss soosptshos of profssotoosl anpfossrfny+E t^' rsapooY ibfi(<Y setsfy for W 6ssiyn Ths suit it ltY sob uN of this brrfrq for s/ry sirveturs is rsepaosf bifity of the yuf ibmy Des tff+e• per AM51 /TPf i Seo.2. b i i . y R PS * a" rel *Y*, /% s st I° i' b {„j [v s P ts>rs• i. {' pTOT. y Oj: B!(Jj Y TC LL 40.0 PSF L 10.0 PSF DL 5.0 PSF 0. 0 PSF LD. 55.0 PSF REF R408-- 72488 DATE 05/23/17 DRW 14CUSR408 17143627 HC- ENG KD/WHK SEQN- 851152 t (+ ({[ DUR. FAIT. 1.00 e FROMRF 011a & 1,'rL KS3' FLCQA 00278 ror . aura ftpfNE cw. IN WICa- ,,.aux Y. .are; ice .,.,.. .arr €4 Fleming Lie Number: 66648 SPACING 19.1" JREF- 1W12408 Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kiuuoo-iiwuu - o wi Iray -UMVIU wCCINLT -- LOL J'f Keagan roinre JFUYr UKU Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chard 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC rL .SL! - rt4) See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Trusses to be spaced at 19.1" oc maximum. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50, 7" 5-0-8 - 5-0-8 I 0-8-0 1 X3 III 1X3(R) = 3X4 1X3(R) 1 X3 III 1 X3 III 3X4 - 2X4 III 1-4-0 ri 10-0-0 3X4 - 3X4 7 34- 3X4 5-7-4 al, 5-0-12 'I 10-8-0 Over 3 Supports a R=304 W=7.25" R=365 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.a WARNING!" READ AND FOLLOW ALL MOTES ON THIS DROINGI $ IMPORTANT FUMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T. IMSTAt.LERS, Tr acoorepaepef ytI Y p SCPSPbP y TPaaIlrt M. rg 4Cr *1 TCAsnap) s1I0tuopy Oo YbBC51 8 t6BTObiApeJD ;1 IPR-, 1. --S1 160.- L 1, QL P 0 A!p g d C«.or1u!vle nb( any.Pw- einpnc-qterf tlylp y on rtlrcory m a AN IT•W COMPANYgin, a s , n . or ........ A —1 on - 1. erwlnp er eerer pe0e tteClnM Chfr Crwlnp, I -I.— YoepcAnor of profee 6-1 ",-IN rrepw.ribilfcy wirly for tJM Mi{y! ehoeal. The suicebiiicy e.a uw of chir Arw l,q for xry rcruccuro fe 21(16 Lace Oange Dc_Suite i50 r..eaes fbnfty or ,. S. nai.y D< iy,.er p.r ANSI/TPI I Se Z. 0,1an&,FL 32837 for nrnrmat a eb. job .y general n Page a re pan .,, nee na cneye .ob aua- FLCOA0 tt8 ALPINE: .wu.alpi nei cw.coe.; 'Pt: evt.. soci,Muatry. , [CC:—.icccareDoU M it t v A g N p;AT Clb N m E ry ae t r' fYd rrAeRyyr• rA S Lic Number: 66648 2/-/-/R/- CILL 40.0 PSF wL 10.0 PSF oil 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 19.1" Scale=.5"/ Ft. REF R408-- 72489 DATE 05/23/17 DRW HCUSR408 17143171 HC- ENG KM/DF SEQN- 516979 FROM CH JREF- 1W12408_Z15 05/23/2017 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. Tbbb25-/!4`J`3 - b w/ Iray -UAVIU wttKLY -- Lot 134 Keagan Pointe JANFUKU, FL 4L1 - tJL) Value Set: 13B Effective 6/1/2013) 139 mph wind, 20.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP 2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set 1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6 1-4-i1 R=24 U=13 1 0-4-0 R=30 U=3 2X4(A1) I 1-4-0 -J 2-q-,(3 Over ( R=197 U=45 W=4" RL=47/-21 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.006 O T /-/2/-/-/R/- Seale=.5"/Ft. Z WARNING. •• REM AND FOLUNr ALL NOTES ON THIS ORANING! IWPORTANT• FUIISH THIS Op"ING TO ALL CONTRACTORS INCLUDING THE tNSTALI.ERS ILL 20. 0 PSF pREFR408 - - 7 2490 a 1 a KFfYC51`iBa d-ng ConFwna .t $ar«cy I by TPI sYCkj f r gty Pr act c L 7.0 PSF DATE 05/23/17 op P Me, y rymf "J P" ly Y t i 4w DL 10.0 PSF DRW HCUSR408 17143172 m<:. 63 DJ Bt4 PPI APPfY P f T £rfNJMRi M*o tIa R uus ANSI /FPI t. I:rvg, ds. Vff-« 4` 0 R LL 0.0 PSF HC-ENG KM/DF SEQN- 516965ANFrWEOMGYWYfrmAYnconPearanu. v xfi or nr a niPP,nq, az,a. '-;,ap ,.,,«.. ry E TOT.LD. 37.0 PSF awl M thla W Ing N eMr Iisting this erasing. In ioC accaatsnaa of anglnaaftng qd,,.. Raga Rfofsaslsnsi ty antety fK w W ign «o.n. Tha wltabi y . e usa of this a iry for a ry at Cu a is n*p" y e- Y b^'ya tif{t I` raspansio ty of tJ,s &sf le leg Das.Ignar Wr ANSI/TPI t S_.2. Hl su DUR . FAC . 1.25 FROM CH SPACING 24.0" JREF- 1W12408 Z15FLcoaszscc ` a' ' "`° ALPINE .1p1. ins uo TPI a.g: WrCA: www.. t,Y.: I..I)ou la Fleming Lic Number: 6664$ 05//23/20 t 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I0b!3d-//4tIV - b w/ Iray -UAVIU WttKLY -- LOt S4 Keagan roinre JANIFUKU, tL 6L/ - tJ! ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3,5"), toe nailed at Bot chord. R=169 U=$1 T23-10-11 0-8-0 3-10-3 R= 127 2x4( Al ) _ 1- 4-0 --J i-- 7-0-0 Over 3 Supports R= 360 U=61 W=4" RL= 124/-30 a`n 20 4-0 Ti +/- 0- 8-0 Design Crit: FBC2014Res/TPI-2007(STD) '14 PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.11. 6 0-MARTY, F-/2/-/-/R/- Scale=.5"/Ft. AN frW COMPANY YARNINGI"• aEAD AIq roLLON ALL NOTES ON THIS DRFrINGI IMPORTANT• FUMISH THIS ORANING TO ALL CONTRACTORS INCLWING THE INSTALLERS. 1 T . p n 9 tll 9 pP 9 I J d BCSI B g Cop 5 pi r p x:o P f y r 1 f n tl o r '9 Pe BCSI. Ury etl i. (. 9L a bo d a e pe B « ATE 63, B] BT6 appl 4 ,. ApPlr Pk r fi tt.d Po eM1a 1 Oe '. ed M R ct 9. F5GA T y j ry} ''t}}.•` AF a tllVl f tTR B f0 4 C G' "q i po bi Y *.+ .. U: > ` i., 0T anY Y rz t b . Che tr usw +n von "a,mance w cfi ANSf/T?{ t, or for M1angY :rxg vnt ppinp, f4 1 •Ny deb nzlallat &" ,.,°"f"I spy. "<# ,% f T L M R NTCL It DL LL OT. LD. 20 . Q PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF - ' 7 249 R40 1DATE 05/ 23/17 DRW HCUSR408 17143618 HC-ENG GA/DF SEQN- 84591 Zr°f7(} L23:C iX2i4$C DT., tfit2 l`{3 A —1 eel -1. dr ..O er ewNr P." II tints this drwirq, indie Us eeptowN of profNsidnsl eglertrinp ibi l ity soiiiy fo w d Aiyn — TM —itmi I Ity . 1 .. o, t i• d•w r". ,= Rtp . I. rWnpmslEilf ty of tM B f idin Oeig— Pk ANSI/TPI I Sd Z. dr DUR . FAC . 1 .25 FROM RF SPACING 24. 0" JREF- 1W12408 Z15 Oiian&,Ft. 3'83' FL COA# 0,.78 o y Number: ALIINE. sw', al pin¢ .can C TPI' cP +sT .or g; NTCA. www.- .i ". ry,can; fGC ,e esar"pouf2la. Fiexnlne Lic Number: 66648 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l t000o-//4UV - o w/ tray -UMVIu aEcnt_T -- Lo,L a4 meagan roinLe amivrvmu, rs_ aL! - CJlD J Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0,18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 11.05 ft. factor for dead load is 1,50. from roof edge. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. R=1$8 U=74 T23-10-11 0-8-0 21-4-0 R=103 0-8-0 ii20-4-0 0-8-0 2X4(A1) _ L- 1-4-03J 1-11-8 _4_ 4-8-0 7-0-0 Over 3 Supports t R=360 U=103 W=4" yy Z, Design Crit: FBC2014Res/TPI-2007(STD) r PLT TYP. (Nave FT/RT=O%(O%)/O(0) 15. 11.01. 6 0 CtA ATY. F-/2/-/-/R/- Scale=.5"/Ft. IMAIYN IIfK:}" READ AND FOLLOW ALL NOTES OR THIS DRAPING! I ORTANT• FUM SH THIS ODUNING TO ALL CONTPACTORS INCLUDING THE INSTALLERS. 8 rt T L 20.0 PSF REF R408 - - 7 2492 Est ig e nq _ s rAcy En n ey ,.f r,cxr <tY p • TC L 7.O PSF DATE 05/23/17 o¢f?a q .rw f f .. IF p trt dxpo Y q DCLt th Fr r(({r,' F{ jF ,- r `yq, AT r DL 10.0 PSF DRW t4CUSR40$ 17143609 u { * mac} Ff 0T BtG aP1 at AppiY p{ r r Po d s" yp`•`({ y, i t ed R , q. t6fiA T n from C:n4 `y! W WEE ` i`4•` LL 0.0 PSF HC-ENG GA/DF AIp d v tTW R I t `• Or xw g any Pa a Co buy a trussp can Parmnnce rith ANSI /I PI 1. roet for nnMfa ig. yhipp irg, R AN ITW COMPANY rnfi.,.,. Drx nq o! r ;. •`r f +, A OT. LD. 37.0 PSF SEQN- 84634 1 an -1. arAribO x eev.r pAy. fFtYFnp Yhls QrAYef nO, irNfCAt.t .crap<rgr of prpfsa. toruE erpinNrirp j r..pe.,. Fbi Y Y<Y .Oif fy Tpr tM1. a..i{Jn .,,...,. TI» .uF<.bi t t<Y • •. =r Ynf> er..1nG .....,,, A<r„«.,r. f.'` DUR . FAC . 1 25 FROM RF 2iW I ake(kwge Ds_ Swe i ...pwsibfEE<y or rn. R i di, 0.le 9y r»r ANSVTPI I S—,2. 06,, o.FL 3283'i cow a«,e c+4n e x q »f cgx W m FL ranf 21s TE RFOAECC ,sara€en iFletn2ne Lsc RumbeT: 66£48SPACING 24.0" JREF- 1W12408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I0000-/14" - o w/ iray -UAVIU WrtMLT -- LOC 34 Keagan roinLe 3ARrUKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(c/-)=0.18 J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2) sct - c rA J Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 113.48 lb Conc. Load at 1.09 BC- 189.14 lb Conc. Load at 3.09 BC- 1155.93 lb Conc. Load at 5.06 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X6 S 4.00 61 W3X4 2.50 L 1.25 101 W3X6 S 3.25 2X4 It 3-10-3 20-4-0 01 111 i— 7-0-0 Over 2 Supports — 51 R=767 U=173 W=4" R=1151 U=270 H=H1 1 1J Design Crit: FBC2014Res/TPI-2007(STD) 4 - PLT TYP. Wave FT/RT=O% 0% /0(0} 15. 1.0 6 TA F-/2/-/-/R/- Scale=.5"/Ft. MARNINGt'• RM wm raxa uL ROTES OR THIS DP"I%Gi < • L 20.0 PSF REF R408-- 72493iVUMT• RmiSH TH is OR fw To WwMCTORS IMMW1 ALL1Ri THE IIMSTALI.E'RS. Ls TC L 7.0 PSF DATE 05/23/17 t 6CtionoeaBCSI (Bu:fC ng Cpaponaat Sar ey fnformat:om, ny iPi IITCA)rr my pr f ` t oop 9 c 1 P auWo Y Po BCSf Un .a„ r 0 , DL 10. 0 PSF DRW HCUSR408 17143610 i} a .. ac63 Bt B O Map f a1„E, y fE.. 1 n 1>• om ` tnn t By k . •"' LL .O PSF HC-ENG KD/WHK Af r) ITM B Ctrvpo G' up I AN RWC. OMAkW sI9at, 6 eny otroer ussos. o- uon ' orn nua r,tn AR51/SPl f, oe r andiing n, pp,rg.o " q/y'y" 4 tra •R{ir• [° need on this O wf,E or cover E.r,. 11-6.9 this { OT. LD. 37.0 PSF SEQN- 851216 rq. Inaltf sxspesnas er prorssslonsl stpinsarlM1p + / c `f rMpp,sf bllity sole ty for ttv AR i f1gw,. The suf tsbi Z sne this Erpley ror Aery structure is DUR. FAC. 1 . 25 FROM RF 2aOC Lake Orange Dr_Sat `. ibn rty or w a.,; le irq Bwary y.r wa1nR1 t s..z. fl 1. R dsi _FL 32S3 `. t t, , " pie `— — SPACING 24 0 JREF 1W1240 15 FLCOA,,l279A(BME wr_a P .E+,t..«•; TPI ... „ xf _n g, R CA:. xne.,.Mv t < (CC ...,,..,.a, .ouch Flemine Lie Number: 6664$ - 8_Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibb!)d-//4'JV - b w/ tray -UAVIU WttKLY -- Lot. 34 Keagan Pointe bANt-UKU, FL 3Z! - UJl j Value Set: 13B (Effective 6/1/2013) 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bat chord. 6 F` 2X4(A1) R=-36 Rw=240d4 3 T2O-1D-11 p 2040-8-0 R= 9 Rw=15 U=10 T 0- 8-0 1- 4-0--J 1- 0-010yer 3 upports R= 201 U=56 W=4" RL= 32 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 1.01.06 0AA&TY: 2/-/-/R/- Scale=.5"/Ft. WARNINGr•• W-0 AfiW FOLLOW All MOTES W( THIS D WIMOI IjWORTWr- FUMI4i1 T IS ORMING TO Al COMAcmRS IMCLW9W T IKSTAUXRS. a I TIC L 20.0 PSF REF R40 3-- 72494 SCSI . uni :ro y py- R L 7.0 PSF DATE 05/23/17 ss y. Pa - a y DL 10.0 PSF DRW HCUSR408 17143613 sa eT sfo aypi f apnlr c a i\`'. LL 0.0 PSF HC-ENG KD/DF A+ nwcaAtia•r ay. _ y ° r- i. co eu Ia r. c.-::.aaaa+issa•°* nxtnilnctoober.,, OT. LD. 37.0 PSF SEQN— 736955 war On t I* Orating M eewr pApa Ifasfng "it Orating, F W9e et a peAnea of pmfwalonal wVferarfnp j{ ({ ttf._ j DUR. FAC 1 25 FROM RF raaponalbf l iCy wlafy for dWaiat MrPw.. Tfva w(ubi l.ty rW uw N tlria Ora irq fer MO' atructura is ter! •i '^ , w TStG Lake Orenge Dr.. Smte ix} d— r.ww..ron roy or cr+. euffei,.g Oosignar var ANSI/TPI f Sb 2. SPACING 24.0" JREF- 1W1240$ Z15 p,{ ml.,FL 32837 FL. COA 218 n .I . ALPINE ,•iP„ c TPI- cf, ,,. cNs..wrca... . ary; : .. ..„ y. iec ..• -Doil l Fletning Lic Number: 66648 05/2320 C 7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 1bbbd-//4`JtJ - t5 w/ fray -UAVIU WttKLY -- Lot 64 Keagan rointe JANYUKU, rL 3L! - k'J3 j Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. 1-10-11 R=59 U=28 0-8-0 1-10-3 R= SO U=0 0- 4-0 0- 8-0 2x4( Al) _ L* 1-4-0-j Ae 3-0 supre -tap R= 222 U=45 W=4" RL= 62/-23 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.07.06 0 TY: 2/-/-/R/- Scale=.5"/Ft. WARNING REM AW FOLLOW ALL IgTES ON THIS DRANIMGI TC L 20. 0 PSF REF R408 - - 72495 IMPORTANT^ FfN3NtSH THIS DRAWING TO ALL CONTRACTORS INCLUDING. THE INSTALLERS. DATE O5/23/17 eBcsi (B to g Ca v s y i by roi a NrcAi r P co Po 9 l '.0 1 -eai f P i>a Y 9 P+> BCSi. oP i C 'ope,'(Y .fustl M rg 6 bo P w Y nm q{f/(y+(p p* Cp,, L 7.0 PSF Pm h ^9 ^ t>e i d 1 f Sm DL. 10.0 PSF DRW HCUSR408 17743612 IP AL9PPt abt- A-" Pf r po st sOo. tDa a1P Y B f y CoeMs G o p 6 c we b rc a ry}/y( LL 0.0 PSF HC-ENG KD/DF AN ITW MMIWM h Y n sb. L 1 Y •°* rff.,pypC ,{°. N•.. N •*`, T OT.LD. 37.0 PSF SEQN- 736961 zceisnt,ox.„y000«,.eso 9 thfs erwihp w etw°r p ge hating this *,ping, InNit°t°N .[oe.pt of pror.sston*L of Tk- 3rpieyfx E. .VJ—rinp r°aponsibilttY wtelY ror OssYptr .ew.n. sa ,.',, — ass this any .tractor. N )A "}. k- DUR. FAC. 1 25 FROM RF C C Qik.3i:e i)EMjr'B DDr,JUiie (V DptG r.APe'r'sFbf lily of tl,s NuliA Lrq Par ANSI/TPI t Sac.2. P+• SPACING 24. 0" JREF- 1W12408 Z15 Oda-40.FL 32S3i F COA : s F r' mere f aeien 'a joo"x 4t+*e rat co-c prga ehe a weC ee+: A PANE aiwne rw. : I ar : Y GA- r„a y. ; Ise ..., ..are{ l , Fleinin Lie Number: 66648 05/23/ 201 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 1000b-//4ZJV - U w/ tray -UAVIU WLLKLY -- Lat S4 Keagan VOInte JANI,VKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 = 2X4(A1) _ L--:- 1-4-0 -:-,J 1-i1-8 01 0-0 Over 3 Su ort!j_ R=222 U=45 W=4" RL=62/-23 3L! - 1,33A j 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 3f=25 R=18 1- 0 1-10-11 2/ 4 P 8 0 0-8-0 20-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.11 f 0 TY: /-/2/-/-/R/- Scale=.5"/Ft. MARNINOI'• W-#D AW FOLH.OM ALL(OYES ON THfS DRMINGI REF R408-- 72496iiORTAAWFtpU/HSR THIS Oft"IRG roo ALL CONTRACTORS INCLUT/1W THIE INSTALLERS. TIC L 2Q.. Q PSF T -eg we abe eatl rtg, Mawr ^5 'hppng ervs<sfl irrg aM bra, rg Re rer Ie,rYR 7.0 PSF DATE 05/23/17 o a r tresi. u .w w w P oR Y « w b a P Pa d« DL 10.0 PSF DRW HCUSR408 17143614rggLIrg1 x 03. G1 Bt0 appl 1 APPIY P! r < Rose stao er+ nbov rav! R LL 0. Q PSF HC-ENG GA/DF or av g Y rure ca bu ru- o eonrorm nca .ten kN51/YPI t.a f rh'n«,my 1hi pR irq, ` H ..{«t.=.A.. OT. LD. 37.0 PSF SEQN— 84660ANITWCOMPANY nuairae o,. a b a<g ore nsoa. iA WI oo tbts dr iM of oo—r p"* {t LInG t Io Crwrng, IBC,— RowptrtKR of Rrofo .—1 Hrp {nwrinG >J re ponstblrlty wr fy for w Ap iH Mw.. Trir •uttWil1ty r.e uu of -1. 6rwtnq for ay trvctw' is t zwoL e L.S,teise sspanslb{rtty Pf > BYIIUie Msgvr pe ANSI CVI I Swo 2, DUR. FAC. 1.25 FROM RF Oliank" FL 1283i ror era - ge,> _ ' a t....reo - F. ca x as ALPINE uwr sIR ^ cr.comLTPH R rts= o•g; R CA w w ...., Y.<.: ICC rtt[)ou la Fleming Lie Number: 66648 SPACING 24.0" JREF- 1W12408 Z15 05/ 23/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibbbd-//4`J`J - b w/ Iray -UAVIU wttKLY -- LOt J4 Keagan VOInte JANtVKU, YL SL/ - W313 j Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Tap chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Rot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 Hi R=101 U=35 6 FeX4 0-1 -3 R=19 U=0 R=113 U=10 RL=43 2X4 (A1) =2X4 HI 1-11-8 74_g_8_ 1-10-11 21-4-0 420-4-4 T 1-1 -3 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0j 06 " 0 16 AQT :k /-/2/-/-/R/- Scale=.5"/Ft. INcI• READ AND FOLLON ALL MOTES oM TNIS awIM6I Tl. t_IIP }L 20. 0 PSF REF R408 - - 7 2497ORTMT• FURNISFt THMs ISORMITOALL coNTRAcron twiwim THE tII'T"LLE.. R t Fr fabr a fn c ne tr ° ! «y nq. n,wrny PP a arri„ga ate. ,w a ° L 7. 0 PSF DATE 05/23/17 C M+coon of BESIc(Bu ICng Crnroonant Sere cy InrarmaCion. bysTPi aM rFGA}rr .,ty p r toap g an 4 al -- F p .enpo Y 8 Pe BGSf. otk,l A oP rPPerycf,e0 ar ^8 f nav P pe- y y TE P'4ia • DL 10.0 PSF DRW HCUSR408 17143631 j e oC 8 Bi RYO appl a0! - ApprR P ' g rtbOA L f Ytl PCaPI p ° ° L Lr t ArP e, « g yPa Pe y e,a , n rr «°L E •°° LL 0.0 PSF HC-ENG KD/WHK tr «« « d. a. n9, anY'ra re.e a rr s n enrer a e .,rtr ARS ,PI , er re, a d„ . 5„. ° +' 0T. LD. 37.0 PSF SEQN- 851191 AN RWC6MHA,N1 n4carra<o<, s er.x,,ngo tre,.r„v a.. PP 'i',r B °otlrr rrr«° ° po,r tel ex wl.iyrraor I.nowr T"x1. 01 .b9ier e w. or s arw roµr...r acr c cur t• d s tr ZS) oLake 0r gDr_Sulte kX1 r«aVo<s lenIt, or u.. e.1 d. 1 S-2. NAk- DUR. FAC. 1.25 FROM RF FL a` SPACING 24. 0" JREF- 1W12408 Z15 FI. CGA 1.78 aLPirte .arw ne v..o TPI cP lost .,rg: 'ATGA ....a - n o y.<. icc . local. la` FI ITt{n LIC V Unil50i': b 0523/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. s - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 2-10-11 0-8-0 2-10-3 R= 89 U=0 T.20- 4-0 0- 8-0 1- 4-0->j 5- 0-0 Over 3 Supports R= 288 U=51 W=4" RL= 92/-27{•`• ' •`•„-,/ Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/Q(0) 15. 1.0x 06 O T 1I /-/2/-/-/R/- Scale=.5"/Ft. WARNINGI" READ AID FOLLON ALL NDTES ON THIS DWINGi " IIFDRTANT' FUMISN MIS DNANIMG TO ALL CONMACTM INCURING THE INSTALLERS. . { TC LL 20.0 PSF REF R4O$ — — 7 249$ Tr - oG c C rnT, nxW 3 Pt 9, imsc nll my mM. br .x. rzy. R r N CA T r ' L 7.0 PSF DATE 05/23/17 ATE DL 10.0 PSF DRW ItEf15R408 17143611 LL 0.0 PSF HC-ENG KD/DF nq y fa cross .n von or namo w cn ANSF/I PI61, or a. nantli i,.y yhi pV i,u},o T ,[k "A" ` F • 'F* AN ITW COMP4NY „.eafi.,c«, t n. M.:„y o rut, w•..... ,c• , (?, ""** e""`" TOT. LD. 37.0 PSF SEQN- 736962 FiA — 1 On "1. dr nD pr CMr p.p. 11-tn -1. Oi M. InQfo— "Gcpt.np" W p—fM .—1 .npi,N"rfnp / (1 N L \— r." pp :1.. llCy .pl"IY f"r i 0 l .1w n. TM .ftYff 2 "rN u." of thi. 6rMrinp !w MY strueC r" i. $ ithl Y DUR . FAC . 1.25 FROM RF 4( k Lake Ora eeDh.Swel>7 r"^" f.nfq or v." Nuelef.q oe*fy.r po. a+st rrvl i sac.1. Or; asfd;S. FL 3283' FLC0A# 03r8 ALPINE - a ' I" c e ....... I)ou la' Fletning, LiC Number 66648SPACING 24.0" JREF- 1W12408 Z15 05/ 23/20 t 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k ioo3o-/iq" - D w/ Tray-VHYII/ wCCRLT -- LOL 34 Keagan roince 3ANrl/KV, rL 341 - I.JDM ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(a.162"x3.5"), toe nailed at Bot chord. PLT TYP. Wave 2400 take Orange D, . Smte I At OTIa r3, FE. 32837 FL COA gal 2`8 R=134 U=Ss Y22-10-11 0-8-0 1-10-3 R= 61 U=0 1- 4-0 0- k to2a-4-a 0- 8-0 2X4( Al) 1- 4-0-J 1- 11-8 77417 2-8-0 5- 0-0 Over 3 Supports I R= 288 U=51 W=4" RL= 92/-27 Design Crit: FBC2014Res/TPI-2007(STD) FT/ RT=O%(O%)/O(0) 15.; WARTYNG!' a READ AND FOLLOW ALL NOTES ON THIS DRAWING j IMPORTANT•' n iSN THIS SING TO AIA CONTRACTORS INCI.IAINO THE INSTALLERS T oq ewe arer ;n fabr rrg, ban { ^9, pp.e.q n ezifi and U »c: rty R tp a+rd oP DeSFe (B td :np CowPananC Sz fety Information, by4Tpf NTCAjrf r ey praeticesT aopa' f r rnq [ Inxtafler¢ sFralf Vrovitle ceaporary b ing per BG 1. Un < red a wq wfwccons. ac [.s no eker up 11 p'opern shed g tl b 'tl a p rfy a tachen ig ng L pa in b 4 xalltl`per& 63, BT BYD appl t Ap{rly Pt c M1 f Y po v M1e l De. - R mac 160A Z < -d f ruv i>u . ki fn 6 I q C G-a I otf & b«x i o z v acr re ow n yoy uxs .n contar wanuo w ery ANSf /iPi i, ar tar M1endt irg hi ppiny, af atebabro- rng ntn<r uxscs. fw{ det C1tts d-1.9 x <a+rr PfOr IlfCltq CM1ir drgtrp, fndlerirf feepefnef of p—frf .—I rnOffMrrirw. vfpWtr ibf{ iCY:*I*I, frr Y —1W fl[dfn. TM f 1-61iCy u,d wff df Civ if dr-9 fdr f^Y f«vCtu'rf if wfpwnstbfti<y of cM1e IWiid i- Dw ,R t>ec ANSI/TPI T S— 2. a in . ynneral pose re - c..n a se wo es A€PINE _ afpina-icw...om; TM ory; NTCAIcc .a.x ..Doug VATE OF ffir M pJ rrfrN[r rf rrr °1 srlc+` At Lic Number: 66648 2/-/-/R/- TC L 20. 0 PSF L 7.0 PSF DL 10.0 PSF LL 0.0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" 2-1 Scale=. 5"/Ft. REF R408-- 72499 DATE 05/23/ 17 DRW HCUSR408 17143630 HC—ENG JB/ DF SEQN— 737139 FROM RF JREF— 1W12408_Z15 05123;2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bbbdi-//49V - 13 w/ [ray -UAVIU WLLKLY -- Lot 34 Keagan Nointe JAWLIKU, hL 3L! - LJSG ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=189 U=19 RL=74 2X4 (A1) =2X4 III 1-11-8 -4-$ 2-8-0 5-0-0 Over 3 Supports — A•Migil 22-10-11 TT 1-10-3 21- 4-0 R= 62 U=0 M Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 0 ". 6 Wlt F /2/-/-/R/- Scale=.5"/Ft. IfARti1NG!" RENT AND FOLLON ALL NOTES ON THIS DRMING1 INpoaTANr• FwwlsH TH1s DR,rINe To ALL COKfRIGTDQS IACLWIN6 THE INSTALLERS. T L 20.0 PSF REF R408 - - 72500 Tr TC L 7.0 PSF DATE 05/23/17 bsbi( BC51 C8 6 rg Cow,pon 5 y I y TFI aM NFC ) y p p r a P Y o f t i i I I P .V Y 9 Pa BC5 t. U eo i R y- ' pp tl P p1.,e' y tl rvq 4 tl pa ly tacnetl j L s Pa, sc st w L 10.0 PSF DRW KCUSRai3$ 17T436Ts Yet sa sr e a Ppi abi AcpsY oF' ORO.-' LL 0.0 PSF HC-ENG KD/WHK na a, w as u a s. 's A z AIP av ITN Bt, y C' pp G I I b< o> b n foc on c d fE dray g ny Pai to buy < -uss n cwx 'ormarwa v tn ANSI/TVI Y, or w a.ufl :rry_ :Pp.ryl, kN AN IFW COK4Ak Y .z a„ A , oY . ,. x", ({/ qJ "( y"""L ` jP' OT . LD . 37.0 PSF SEQN- 851193 rr-1 - 1. tl 1M N eotYf4p Yo I1-IM "I. dr 1 fMieAt Y r (S.7 jy $,o riwponsfbiliC glfi or tM Wsi • WC pCYW profASNlentp,pfitAlrFnp((*il YYrP+ ffvowi. TM wiYltitk iCY AM utt r YlxFs Crw1nR ror o^y s vCCWft is Y 24W La Or=n Dr, Ste l> faapons iblilCy pr t e ilei. ems, , - NiSI/ l I S.K.z. DUR. FAC. 11.25 FROM RF Orianda. FL 3283' F. — - ,4 ,". q-Page a =- — . SPACING 24.0" JREF- 1W12408 Z15 FLCOA00278ALPINE .afwa..c. = : TPI p„st .y; -CA: .z .eu ey.: ICC rmD la FlemingLic Number. 6,6648 rya THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 20,84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 4.24 l- 0-4-3 R=16 U=20 R=41 U=10 2X4(a1) L-.- 1-10-10 --J 2E9-3 Over 3 Suppor!sl R=131 U=71 W=4.907" Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 2.77 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.77 TC- -21.94 lb Cone. Load at 1.41 BC- 17.06 lb Cone. Load at 1.41 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50, 1-114 21-4-6 1-3 14 T 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. (Nave FT/RT=O%(0%)/O(0) 15. 0 6 .1". F-/2/-/-/R/- Scale=.5"/Ft. WARNING! •• READ AND rDuoN A.I. mares ON THIS Dauluer nnDararr•• rvarlew T IS ow1F1W TO uc ONTIUcraas IwcLWIW. TW Irsru,LM. T L 20.0 PSF REF R408-- 72501 DATE 05/23/17LIonnTsl`B d g t se.ntY I In,metl. ar,1 «ram, . , etY awn it<r,`a TC L 7.0 PSF coo II P Wx. y - .y bo a Pe Y T a v... vg• a an Bc snot 63 BJ B40 apl ( AWY W Y . - pn I a 160A 4 F` a L 10.0 PSF DRW HCUSR408 17143173 j tr} e g Z p - LL 0.0 PSF HC-ENG KM/DF a. a»,.y y re and a ,oy n c,In. ..,non ..m axsl I al , en. rt.n solny tin ppl,y. e *aai rr+. SE N- 516968ANrrwcoarwwvnLnllatnbarx„ n. t n,. t V OT. LD. 37.0 PSF 1 eel "1. 4-1.9 or eev r ppr 1.-1.0 W. dlwtno. I-,— --pC na of prariss leewr Grp tnwrlrp wo..slel I Icy .aFrIY ror w d..l t ,I.,,. Tn..,.Iw,I I Icy -. .. nr -1. dl—'I ro, 1.rs,.tt r. I• iJ 24W Lake Chan""e Dr.. since Ixf r+a« b::Icy nr tV,. BuIId I..o o.si w. Iwsl rn'I I S-2. tbi DUR . FAC . 1.25 FROM CH SPACING 24.0"" JREF- 1W`12408 Z153279FLC6,i .}27$ FL TPI ,,OVIC1 n {, tv 6 4,(8pALPINE .alpi ao Lr.00in t TPl q; IrTCA: n-Y.con; ICG •wv.ccs rn i la' FIeITrrR Llc NuIiltler: 6V'FO 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I0btFd-/l41zIV - b w/ Fray -UAVIU WttKLY -- Lot. J4 Keagan rolnte JANVUKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roof edge, RISK CAT If, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 M 2X4(A1) _ 3Z/ - HJ! ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 pif at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 L-1- 1-10-10->i Le 9-10-1 Over 3 Supports R=318 U=143 W=4.907" Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162nx3,5"), toe nailed at Bot chord. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. WARNINGI " READ AMD FOLLOW ALL MOTES ON THIS DRAWING! lYpORTAiR•' FiAW115N THIS DRAWING TO ALL COIFlRACTORS INCUWING i1fE INSTM-LERS. Tr <uxs regu re a rvg, h ntlling, srvrppi ng, at{ieg and lxr ac„p. Rorer arvd t fr0051 CNu tl ngbGo+n{wnant Sa recY fn . n bY TPt antl NTCA) eey Prac[ice¢ p nape g r an I .ai it a bnp b ing per B'Sf.r it p ppx ed '. ng tl bp. a 4y lF j' 1-l r}.( ri4 n9- L po a in web vfa i br ng tl paB ira J (b ro cd R ' ng 66A L arN G f a At fTW A ^g Canponc G' t fl ox tM res5xrn bfo Yo Y Ocv ax n from q x t u I r ur' in wn ar nce riYb kN51/£P{ t. or r hatMtiny, ubippiny,o AN{TW COMPANY n.xaiiac on a ng or x v5anz. wl on "t• d1wilq x oow ptpo I1-IM -1. drtrtM. IbdIC ecoept w of p fp lof f Yrepitrorin r•aponsYbtltCy wt•ly for tlr 6 r1p Mtor,n. Tir •tYtCAbiI ity And - of C i. dr-ln for A stru - is 24CYJ Lakef)f3tYg2 Dr, $61t2 :Ji? roap Ibtt ity of Car Suifdfn D"fp poA ANSf/Tpf 1 Sr Z, k M&, FL 3.',8i7 rer nr< r ,«. anb 4 gancraf „, Y pace e.w cr.ou .ev, FLCOA01718 ALPirrE arp,ne.e..o nx T 1 -. org; -CA o .w. , .ery.o ICC . rrL)CU R=71 U=23 'TT23-10-6 0-8-0 3-9 14 R=328 U=63 0-4-0 0-8-0 W VATE OF AE dN E Lic Number: 66648 FI-/2/-/-/R/- M tL 20,0 PSF TIC tL 7.0 PSF DL 10.0 PSF LL 0.0 PSF fOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 72502 DATE 05/23/17 DRW HCUSR408 17143620 HC-ENG KD/DF SEQN- 736970 FROM RF JREF- 1W12408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k Ioono-//4" I5 w/ Iray -UAVIU WttKLY -- Lot 64 Keagan Volnte JAINI-LIKU, FL iZI - HJ/A ) Value Set: 13B Effective 6/1/2013) This plate works for both joints covered. Top chord 2x4 SP 1 Dense 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP 2 Dense anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 SP 3 DL=5.0 psf. GCpi(+/-)=0,18 Lumber value set 136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. 0-4-3 2x4(Al) = ZA4 III 1-10-10 NJ Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-8-11 _g_ 6-7-3 QE 9-10-1 Over 3 Supports R=398 U=101 W=4.907" —lk rks R=176 U=87 3-10-6 0-8-0 2-9 14 R=393 U=33 1-4-0 0-8-0 0-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.O . 6 TY. F-/2/-/-/R/- Scale=.5"/Ft. WARNIMGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T( IIPORTANT• FUIINISH THIS GRAZING TO ALL CONTRACTM INCLUDING THE INSTALLERS. T t/., L 20.0 PSF REF R408 - - 72 503 he f BcSt (N g CcmPo Y WTCA)f1 fR Y P sr n ' TIC 9) 7.0 PSF DATE 05 / 2 3/ 1 7 a De f g _ sf P n^Po Y n4 Opp 1c, I. tkr eo ire r, C op d rxEe i1 f+eo . m,tl twed s P - y see 'A is ^s. L ve = E e.- - 1 ac i ATE DL 10.0 PSF DRW HCUSR408 17143608 j j A. t &3 BT Nt4 ax M+of aoE Appky P t 6 iun abawn avW fi i Y W. f n a°° LL 0.0 PSF HC-ENG GA/DFAtPfPfiRACo^W<+^ G o I fi e btr r^es flt ,sv, on /rprt c AN DINCQWtWaWY A soslen'CNIse6 Ir,0 ofbuoo— VWs ff eIM tl 11 A Ar$Mp 1—cAGs —ep—as oftlp of000lo of efpfnrrtrph 4 r - ' TOT. LD. 37.0 PSF SEQN- 84655 rMpon>Eblfl<Y F FY for — doo, n sirgwr. Th. wEC ME , sf s of -ii 6r .0 for Yyy stfvcctvs fs OUR. FaC. 1.25 FROM RF21(:)L3k.0 i)F2S1'C DS.. SU1tE [?t} f`spmsEbrlfty of =1Y Zldlep Doslyrrrrr psr A 1/TP1 I Sw.2. Oli-1.1.FL 1?W R -". n„ ruo v smaraf v9s» ,mow Hess n FLCOA#x )2-8 ALPINE .w.afp, ,cv.com. fTFl ,<o e: NTCA; ». _i„d y.; fez «sa e[cuai FlemintrLieNuinber:66648 SPACING 24.0"' JREF- 1W124O8_Z15 CLR Rehnforcing This detail is to be used when a Continuous Laterat Restraint (CLR) is specified on a truss design but an atternative web reinforcement methcid is desired. No yes: This detail is only applicable for changing the specified CLR shown on single pty sealed designs to 1-reinforcement or L-reinforecement or scab reinforcement. Atternative reinforcement specified in chart be(ow may be conservative. For minimum atternative reinforcement, re -run design with appropriate reinforcement type, 11--___.l____ ----- --------------------- Web Member Specified CLR Atternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2X6 1 row 2x4 1--2x6 2X6 2 rows 2X6 2 2x4(X) 2X8 1 row 2x6 I-2X8 2x 8 2 rows 2x6 2-2x6()K) T--reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or, better than web member untioss specified otherwise on Engineer's seated design. OK) Center, scab on wide face of web. Appty (1) scab to each Face of Web. Member Substitution 7-Reinf orc ernerit or, T-Reinf, L - Re inCorcement: or Appty to either side of web narrow Face. Attach with 106 (0.128x3,0',min) nails at 6' oc, Reinforcing member is a minimum 80% of web member Length. Scab ReinForcempnt: Appty scab(s) to wide face of web. No more than (1) scab per face. Attach with 106 (0.128'x3.0,min) nails at 6' oc, Reinforcing member is a minimum 807 of web member Length. I WARNING" READ AND FILLOV ALL NOTES ON OUS DRAWING WNPORYANTOX FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T— ses -q'we -t- care i,, fabricating, nonwee, shopw'g, irstatting anti. bracing, Refer to an 00ow xee Latest edMo,', of SCSI (StAO&V co"Poi-nt Sorety InF-tb , by TPI and SbCA) For -fet practices prior to perro,nv%; these Fa tioos, instaitems Shalt provide te,4—y bracing per SCSI- Une- noted th-_ top cKard shaft have P—P—(y attnc"d Strurt-t snefttnkV and bottom Ch shatt Zt.,nel rod —Aing. L—.tho.n f— p—nent tat- ( r—t—k't of no ulg insftit_" ;- BCSI sections D3, 97 — 1110, .. ppdC.bW, Appfy rA.t.. to -h f- of "S Wid po tvn as sn-,n at a on to t fi-taAs, W,ss noted kef to dr—ings 16M-Z for standard plate positions. AN IT- W COMPANY PAP". . aivmt— of ITV BLAlk" Components Gl-* 1— shot[ rot be r-ponvf ,, for any deviation.. dll,inQ, any f.R—. to bLAd ti- truss in —f or — — ktfl AkS[/IPI 1, or I— y—King, snipping, irst.i(- ti_ L -iv of trusses. A —at on O_ d—"v — — P.W usting tNs ikaj r acceptance of pror—k-ml 13723 Riq- i 0— —g-4rig —spo—ftlity -Wy ror the d—igr, I*— S.AtQbility and — of tw. dra—g Suite 200 For -W str lt- is the rvsponsbbty of the bu"ng Designer per I/TPI I S2. for more nfcrnnGon so. this job.. not.. Paw -d these —b it., w, Pkpl:" lotpkWlt*,-; TPIt —tpinst.orgi SOCA, [CC; wiccsofe,org FW,, T V 0.r64$ ' *# LL DL ATE LL Scab DLJR, FAC, SPACING T Reirif, L Reinf. PSF REF CLR Subst. PSF DATE 10/01/14 PSF DRWG BRC[..BSLJBI014 PSI PSF a 05/ 23/2017 Labe Sti-A Rein f'orcemient- Detail ASCE 7-10f 140 rnph Wind ieed, Seed, 30' Mean Height, EncLoseb, Exposure Qrr 120 nph Wind Speed, 30' Mean Height, Partially EnCtc,Seia, Exposure C, Kzt = 1.00 Dr= 120 nph iiiiinci Speed, 30' Mean Height, Enciosed, oosureExposure D, Kzt = 100 Dr 100 mph wino speed, 20' Mear, Height, PartIaiiy Frictosed, Exposure D, Kzt = I,DG 2x4 CLBrace 1) 1.4 -L- Brace 1) 2.4 -L' Brace A (23 2`X4 'L' Brace we 1) -1.6 'L' Brace 0 2) 2.6 'L' Brace Gab(e Vertical No Braces Group A Group B Group A GroupG B A Group B Group A lGroup B Group A Group 13SpacingspeciesGradeGroup 1 / #2 4' 1- 61 111 P, 2' 6' 9' 9- 10' L" 12, to, 13' 4' 14' 0' 14, SPF 31 10, 3 2' L 4 0' 0) U I L-' T 111 6' 2' 6' 6' 81 11 81 51 91 81 to, 01 121 81 13, 14' 0' 14' 0 HF stL4c' 3, to, 51 31 51 71 7' 0' i 7' 6- 9' 6' 10, 01 W 01 111 10, 14' 0- : 14'C- tarjc iarol 1 47 2 o a, 3. 81 71 9, 10, to, 31 13' 0- 0- 14' 0' S P 2 4' =,- 61 111 7' 2' 8' ,-_ 8' 6' 9, 9. 2- 12' 10, 13' 4' 14' 0- 14' -0- 3 4' 0' 5' 7- 5' 5' 7' It- 91 81 10, 1. 11' 7- 1 12' 5- 14' 0. 14' 0' D FL 91 81 10, 11 11' 7' 12, 51 14' 0- 14-7 Standard- 3' 11' 5' 13' 6' 6' 7- 0' 8' 10' 13" 6' 10' 3:' 11' 0' 13' 11' 14, o' U 1 / #2 4' S' 4' 1--1----- "1',"--",-,, 7' 11' 8' 3' 9' 4' T 91 91 111 21 117' 14' 0' 14, 01 14' 0' 14,fl P F 3 5-7 6-W 3 7 11' 0- ill 61 14' 0' 14' 0' 14' 0' 14' V HF Stud L 5 7` 6' 8' 0'_ 91 31 IY 6' 14' 0' P4 0' 14_ 14' 0- 14, 01 1) 0 Standard 41- 4' 5' 6' 5- 1- 61 to* 8' 7' 91 21 Ill 01 11' 6* 13' 6' 14' 0' 14' G' 14' 0' 4' 10' 8 o" 8' 4' 8' 91 (. 4 - 97 91 10, 9 11' 3' 1, 91 14' 0' F- 14' 0' T 0; 14' 0' S P 2 4'8' 7' It- 3;- 9; fl 2- F 7 147 4 ' U 4 - 14' G' 3 7' 3'9' 1' 14' 0' 14' 0' 14, 01 DFL 4' 7- 6' 10' 71 91 11 91 81 Ill 11 11 6' 14' 0' 14 14' U' 14' G' StuolsStandard4' 5' 6' 0- 67- 5 7 i67-i-0;---1-F-J-- 12' -7 - 5I 13' - 14' G' 14' G' 0/ a- a, 10' 4' 10, 91 it, 21 12, 91 14' G' 14' VT 1-4-7-0. 14' G' SPF 10- 91 --91 W70 11 6,- to, I to, 7- 14' 0' 14' G' U H F t-4 1 61 W 10' 2- 1W 7- 112' 2' 12- B- 14' 6- 14' 14' 14' 0' 1 0 Standardc' 1 ( I- Z 7' It- 91 Ill 10' 7 ' 12, 21 12, 81 14' 0' 14, 01 14' 0' 14' G' x 5' 4' w -1(),- 91 101 51 10' 10' 12' 5' 12, Ill 14' 0' 14' 0' 14' 0' 14' 0' S P 5 81 1). 7' 91 11 8' 4' 1 G' 4' 31 10, 91 81 12, 31 IF, P, 12, 91 IP" a, 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' G' 14' QL-- J 14' G ' o' to, 10, 101 IE' F- 14-O- 7 D FLStud15' 01 7' 10' 8' 4' 10, 31 10, 81-T 14, 01 14' 0 Standard 4' 10' 7' A- 14' 0' 14' 0' 14' 0' Symm About GooAe Truss Diagonot brace option: vertical length ray be doubted ivrien diagorai brace is used. Connect diagoralbrace for 525# at each end, Max web total kength is 14' 2.6 DF- L 42 a, I better diagonal j4s* Vertic.( 1"gthshowni! brace; siogte n tame above. or doiabte, cut as shown) at e,d. Correct d±aaa', at at e.. AN iTW COMPANY 11723 R-r, D 1. Sulfa w M00043 N K AA X Refer to chart above VARNDG- READ AND FULLOV ALL NOTES Off THIS DPAVIIIG WWORTA"T.. FURNISH THIS DRAWING TO ALL CaWOZACTORS INCLUDING UC INSTALLERS. Trusses rea{dra - e- care W, ."Perg, vstaEting ara be-'q' Re;., to -A gi- ore t. t-4 t wt- . REST (&AdeQ C-4-% Safety by TPI and SBCA) for Safety! tPrIor to perror v'v IY Se ;,-tlan, irstQU- %hoit -iae t-p-y brucrti per acsi s -4 atre'"o, top cKo'd i,ro(k ha- P-4-ty tl-hed t uGt of Si-at-g rl U h- a property ottat,"6 rk.;fd CekeQ, L-c-s - far por-t i-rat -Stro,nt of eebt anr- troc. g irtuaod Per KS1 - tR3, 07 910, - 'PP4k&1bAa' Apply piates to ea face I t,-s andas sho- - - tow, J&.t Details, om'- -'t" dt"'*1'S# 4 - to drarirujs !6*4- Z for stananrd pi to P-kt- Akpre. . Wii- of tTld Ved4,, g C-0-t. C-,4, I- shah no: be re P-MoIe for arty is aracrg, any Vaku,& to biAd the truss e1-for- with ANSI/TPI 1, or for h-d[wIg, srppra. 4Wl.tt L ti'-v of t-ti-, al ^ seon this ilea'wv orCover POW tisuv this dr-ala, w1drates, acceptance of prof"sia-t qk-ing hespo,-AWty soWy For the design 0- The suOtablaty and use of tt" W-ft w arty structure is the hesp-" fly of the RultdrQ Designer per ANSI/TPI I S-2. r" navesee thiS Job's genera! notes P40P and these Web Site, ALPINE, .1o""t TPI, ...tpS"-Q' SBCA, Icc ... k-S.F.o,g 1),o" ir ATE 0 OR\ Kz' = IM Bracing Group Spectes and Grades: Group C),,AP A: i ,r I'er- 1 #2 stord.'d 11-42 _ Stud 1. - L- --£Standard i Bouqi'.s F-L rcr, Southern Pioe..j. St. Stud Standard St-dScud'- He-Fi 41 & A I L 21 1. 4 8,arps shaft be SRB Board) F'oeus',%So. "' Stress -Rated Pi e use onl55 a, I. ' " cup o1olies Galote Truss De tot Notesi Vir, d Load difierti- crKer,on IS L/240 Provide ua,ft Cc,rectior.S for 100 pH' over curtir,ous oecri,g (5 psf TC Dead Load), Gable end supports load from 4' 0' outtookers with 2' W overhang, or t2' aty.00d overhang. Attach *L* braces with toed (C128'. 10, -n) r.As A Vor (1) 'L' brace space nags at 2' cc Ir 16' erai zones and 4' oc keteen zones. art AFor (2) *L' o`aces< space Waits at 3* cc In 18' eroi ;'cires and 6' cc between zones bracing must be a r,ini n of 807 of web memver length. Eiabie --v- .-i . cat Plate Sizes Tet<o( Le rQth NO Spice Less th., 4' 0' 2X4 Greater but ut 3X4 Greater than Refer toco', On truss design for peak, splice, and meet plates. Refer to the Buitc6rig Designer 4., - rofit,or, not addressed by this aetaii AX, TOT. LD. 60 PSF MAX, SPACING 24,0' REF (iSCE 7- 10-GAB14030 DATE 10101114 D R'%,/ G A 14 O' 0 F N C 10 10 14 05/23/2017 4tpee ocipie Cieta, for C, S:Zes Pa, vertiaat ;t,cis E,gf,ee,Pu "i'so dasiy^n r, p lok, kD, and y,eet o(ates erlfca' P. aces C C'r G: se - to t i covers t" t. u- ar-eG o, lGppeli X4 1,7 i2X4 Merrier Hennar 31 C-C or 1pillt spec tteCl Or tl 1rglleelea LruSs U'Psigl Attcc', Pac,, 'T' ely'o,r,,.g ? Prkip, With End Drive tqa;is irj" Ommol) (0i48'x 3%nn) Nails at 4' OC Pi,S Qzs in t?"E, Top c,".0i ectta. choecis 0eraiieJ Naf(s Tcetas at 4' cc, -(,s toe' lw"s In tne top arid butt'), chor,js T h,s detain to ire used with the appropriate Alpine gable detail n 0, 4SCE zoaci Me' A! 3015C51014, A12015051014, 411015051014, A10.0150t1614, 4,14j!5051014, A- M'30051014, AWG,'300151014, A11030051014, iNG,ts A! 002,OD51014, A1403,0051014 Gape Spec(,% Ct 7-11 Drawiriq IssspacedAtAll 515FNCI01014, Al2015ENC!01014, A140!5CNC1M014, Al 15 RFC A-2, 0015ENC101014, A.2fC101SEND1010141 A2C10i5PED'i0'!0!4, A11530EN1101014, A' 202GENC101014, rj 414030'r-4110'4, A118,0"iffNrt0". 014, APCG'i0,-NC1W0f4, A2(,U'TGFNDI01014, S!1515ENC10081c, SIP015, ENC100815, S14051NCI-36815, S' (, 0 15 E N1 C 100 R1 5, 18 0 1 H N 1008 1), ' S 0 0 1' .5 N C 10 0 8 15, 52681 5E N D 10 08! 5 S?015PVOroj S11530ENC100815, S 12 0 30ENC100815, S14030F81-5 NCIOD 0 S, 8 0 FN I GO P 1 5, S20 0 3 0 E N, 1..0815, s- PC 0 3 0 4 w Ul e, I See UpPropY`'ate A,Pne gap, Ie det"f fo" c-,"m U,,r ARNI1,1*1*1 READ AND 1011B11 11 NOTES ON T.IS DR.VINQ IWGRTANT-. VL"ISH THIS DRAVIW, TO ALL CONTRACTORS INCLUDING THE INSTALLERS, q-. 1-. .- ii -.1""g, - -tilltig . Ref., to iot-t W; . tY eckt- of aCS1 *,kagCo- rert Safety inT`-t-, by Tpi and SECA) Fl, Safet l,octi- ;,,- t. Il" P-i- "" P-.,y k-lit,q per 4= noted othe-ise, top 'ho,d sitki -egrope tyatta-FVd --t-, 5,-t-.Q - bt,tto,t C, have ltt-hed L-t- Sho- r Pel1-6nt [otCr¢t I strart o 7 jol F 1; ... o 1- iog - to,iod per SCSI s-t-1 33, 37 or BIG, os Apply piat to eac po• t1lot ord roSit iir os SY' M' ,, oi- the -C: t -5 Hl-d IJ 1-j Refer to --ql 1604 il , st¢,4 oi,te pos,t-s Ll: F jT1 1,ill,c C- f` Pj -i- "I AN JT 1,1C0N4PA%1Y g, 1. tHR - 11 to 1, orFor A p-Qe Ostiq tF , a,..wv, .-Pt- of professbrwt 13723 Rweq-t D,e le^gt^aering- p-0,0ity ..(.ky f- the d- st-, T#-. Ldt.biflty -d - of this S,A 2W, P- -Y tr-t- i5 t" of the & A." D-g- R- ANSI/TPI I S-Z. MaryLa Heights, MC) 63CJ43 op, -5 joo' G- 0-i -t- "'ge - t'- -6 t" P! ... SK !CC ... by lenntr oa;oprop, i< trl ',40bte oetli; ieIg1r, is 14 From top Ir- ootto, ehn"Cir-9, nerober must ratch S,-e, Uf' Tr- C:e--?CSe nl 'T' Brace Rpi r, mbr. Size ? Tr arc ase x4 -10 L Meal, pion i He,nh7 0 fit, K71 - 1. 60 GabCe Verlocct 24'tic Sp #3 vpri wr Siz3,4 13,UC'e Cncrease 11 2x4 ' L Brace erigtl, = W P u-,i, 'T' REfnf orced -.,ckAe Vzrl<, w i, ertgtn 130 x P, 7' - !V P, A A X, 7- 1 T T 4NY MAX. SPACW7 24, 0- VER-1 D A TF 0/01 P4 DY w C, 11L 8; - T INIC 14 j -.r , ui 1 05/23/2017 ORP E DetaAs 2) Mci O"ON WM431) UP 0128'XID') lj4LS, 011 M- AND BOVEM X 2x4, SC- SON BLD" ATTACH SMM(;: WK 1U KUCX Q/ (3) Wd CHUN MkWnW; ?BAILS FIP MXI.,U'4 T ] G-'T 14 4' NAiii-S IN 2 '-'VS, Al SLAB 61 OC N LIEU OF SP-Ar-ANR--, lS AP SQU%HMK BODWIT, AMKRS AT i-LAST ]NE TRUSS SPACING STRf-] ICBACK BRIBCING SPiACC DE-Afl.- ond 2 a-e the preFerred attacOmwt met-)ods AnWH ARMaACK Tn WEB I/ (T 11 COMKN-- M Aw,,T) NA&S Ck' 4) REURNWE AI EQ- END SPAML, REQ-F EMEWS 2" 1 I — on — M 00-C,! A a stress ignscied wrVer , W-Au stran(: vc-,ci- ar c) 0OC k)c, a Px 'strecc-, p- Trip purpcise A strong6ocv bridging is t"') c - o -> s) a - N -i () , i, -- r- , , p ca, eC? K 6-,al s ;,e i: ri () 1, .iri ci,,iu, in, Sn"Oness of Tvie Ficor syslem 2 x wrorghack br!jglrcf, r OSI-tcr.'ed os S-cw,- in dellv%, is -,&LuMMPrde, J OL W A' wL fir"n) pwThp vwmg and ' 6w-ar;r,c;' arc, M'Stablenty LASM ar-,, imocrTant any r - cnF nyqnpri R-Or to 1KP ronq Dpngi-, Drawicg T i Y the ew,-K: recommenoation For 0 !" Oss WSW' tO heT controt woraticr,, I" n adci;ti)r to Cbini,) r, the oF pow-'-t "C> ( I -,- 1, -, j C1, tri,iss, s-rvps to rpourp Twuwe' or -emiduat wbraton resuAng Fro-i vnovnq fwAt wa&" wAh un FuOtnuw,> erVrvancp K A rlwn- systpns 0-,' r-hCirced r he st.rorgiko'c'k r - of ,plif", d my Opine a o o -611tiCl r-ga,-J, C. j s-,-ongc, ro cj I , g -c g - - ,, - Ir T, c SaFety H 11 S F Iu KATM; low-, SIROAAASK BRIDLING A: W"AMEN! ALKATSIATS VA" I I 111A11= III I. W A' CK A' "'""Z D. To L .. 11.11111 z•"" T", : 17 P 'S F- DAC VICII14 Iry I,- f PSF D R Ai J}f 13 1 14 B c DL v., WK, c— ATE See 4 LL ReF-- ngs I&OA-Z f t-N— pZatc, ccs,-s T, AN TVV A ... 4 t 0011101=0 p.,. 11= IGil} a e?—ri r-p— Aity liIOy I- ii I tl-" thF r-"OMty f lh 8.tdi^9 p- ANSI/M I S-2. 1) 1 R, FA MMiarid 1O 3 E- -- *i"-"'"g 1 -'t wAOM 1- 1_zp"" SPAC INO WIMP COm rn e r) -t o. r-y Comber may bc b"i(t into trusses to compensate for the vertical def\ect|on that results from the application of /ouds, Providing camber hus the Following advantages' NN Helps to ensure Level ceiUngs and f\oors ufter- dead Loads ore applied, Nm Facilitates (Jrainage avoid pondng on fm1 or - low slope roofs, DeF\ect|QM and CamLer L = Span of Truss (inches) D = Depth or Truss at Deflection Point {inches) L / 1) i ive Load It a L_L oe Pitched RooF Trusses 24 L/240 (verticu() L/180 (vertical) 0 Compensates for different deflection F(oor, of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses o improves appearance of garage door headers and other tong spans that can uppcor, to 'sag,' WN Avoids 'dips' in roof ridAe(ines at the transition From the 0uuie to adjacent clear spar) trusses In accordance with ANJI/TPI \ the Building Designer' through the Construct/on Docunents' shou provide the location, direction, and magnitude of u|\ Lomds attributable to ponding that may occur due to the design of the roof drainage system. Thc 8wi\oUng Des ner shall also specify uny dead (oud' Uvp toad, and in-service creep deRection criteria For flat or low-s(ope roofs subject to pnnding oods The amount of cumber is Wependent on the truss type' spar), Loading, application, etcetero. More restrictive Hm|ts for ouo*ob,e dpf\pction and slenderness ratio (L/D) may be required to help control vibration. Thp foUow!nQ tables are provided as guideiines for Uniting cief(ect|on and estimating cumber, Conditions or - codes may exist that require exceeding these recommendations, or, past experience may warrant using more stringent Limitations, Ftut or Shallow Pitched 24 L/360 (vertical) L/248 (vprticuO RooF Trusses Residcntig Floor Tr"sses 24 L/360 (vertical) L/210 (vrrtico0 Commercial F|por Trusses 28 L/480 (vertico0 L/248 (verticu0 3cissurs Trvsses 24 07^ <hnriznntoV l25^ (hori ontuU II Pitched Trusses 100 x Def(ection fron Actual Dead Load sloping PuruKel 1.5 x Vertical Dpfieccion from Chord Trusses Actual Dead Loom Floor 7russes ( 0,25 x Deflection from Live Loud) + Actual Dead Load Flat Roof' Trusses (025 x Deflection from Live Loud) + 15 x Design Dead Loud D,fie(, t!on) Note' The act y be considerably less than tWIMT48T.. FURNIS" THIS DRAWING I[) ALL CENTRACTURS IW-LUOtW, THE INSTALLERS, REF TB[F1-EC/CAMB DATE 10/ 01/11 DRw6 DEF CAMB1U14 05/23/ 2017 L_J IAM City of Sanford Building and Fire Prevention Product Approval SpecificatoiTf9rm 1 7 - 1 8 2 7 Permit # Project Location Address 4605 Tampico Way Sanford, FL As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or-g. 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 Florida Approval # Description include qeqimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Nqstpro Inc. Non -Impact" Glazed Fiberg 15213.27 Single DoomizingSit Snap Fram'e`Jng - Inswin swing'tK,,-,,1____, Sliding CR_figuration) Sectional Amarr Dwg. IRC-6016-120-15, 10'Thru FL# 5302.10 16'wide. Roll Up Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window FL# 14918.2 w/Nailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awnin Pass Throu h Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Florida Approval # Description including decimal 3. Panel Walls Siding James Hardie Building HardiePlank, Cemplank fiber- FL# 13192.2 R3 Products, Inc. cement lap siding Soffits James Hardie Building HardieSoffit Panels, Cemsoffit FL# 13265A R-2 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofin Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-1115 laminated, 5-tab and hip/ridge asphalt shingles Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roof in Fasteners Nonstructural Metal Roofin Wood Shakes and Shin les Roofin tiles Roofing Insulation Water roofin Built up roofing S stem Modified Bitumen Single Ply Roof S stems Roofin slate June 2014 Cements/ Adhesives Coatis Liquid Applied Roofir S stems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 5. Shutters Accordion Bahama Colonial Roll up_ Equipment 6. Skylights Skylights 7. Structural Wood Connectors Anchors Truss Plates MT20 FL# 2197-R5 Engineered Lumber MiTek Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railin Coolers/Freezers Concrete Admixtures Precast Lintelsmmmm CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1 1 211512017 Florida Building Code Online Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw(&rwbldgconsultants.cor'n Technical Representative Scott Johnson Address/Rhone/Email 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastprotnC,com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnelt@plastpro,com Category Exterior Doors Subcategory Swinging 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ). King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) to and YAU 101/I.S.2 1997 101/l.S.2/NAFS 2002 AAMA/WDMA/CSAIOI/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 httpsii/www,floridabuilding.org/pr/pr-,pppiti.aspx?param=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9ziTp°/Q2bKNj2OqENbwWgYlOnaBQ°/43d%3d 115 2J15(2017 Florida Ekidding Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # 15213.1 Method I Option D 04/28/2015 04/2912015 05/07/2015 06/23/2015 Page 1 2 is Model, Number or Name Description a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series rnswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No ELj52Lj-B2-JL-1nALj5Ltjj f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See [NST 15213A for Design Pressure Ratings, any FL15213 R2 AE Ej g- . df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other; See INST 152112 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FLI 5213 R2 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213,2.odf Created by Independent Third Party: Yes 152133 c. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11, [nst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 152133 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, N/A Other. See INST 15213.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO Configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fj 151a Created by Independent Third Party: Yes 15213.5 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No EL1J213 R2JLLn—%LLVJ.— hUps:;'/www,loridabuilding.org/pr/pr_app_otl,aspx?param=wGEVXQwtDqv3yWKJZIQRC3FgPGdq9zlTpl`/2bKNJ2OqENbwWgYlOnaBQ%3d%3d 2l5 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15213,5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213,6 f, Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R,15213 R2 AE E,/3LI5213 Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15213.7 9. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL' jZj3_22jLjnjtj5jLL7X f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 15213.7 for Design Pressure Ratings, any z I 1 7 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Eu-U-3 _n_1Lja9_1521L1P_df Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any 52!3 R2 AE additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213.9 i. Smooth/Wood Grain/White Wood 68 "Non -impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No &i52J_E2JLL%51_ ,( Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant'. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213,9 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 152 13. 10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) 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 15213, 10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Installation Instructions FL' 5Z'3 R2 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R2 AE teal 23 )d f Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing 'Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 1521111,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 1521111 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. iiups:ilwww.floridabuilding.org(prlpr_ppp_qtl.aspx?param=wGEVXQwtDqv3yWKJZlQRC3F9PGdq9ziTpIlo2bKNJ2OqENbwWqYlOnaBQ%3elo3d 315 2/15/2017 Florida Building Code Online 15213. 12 I. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No lf_Lk_a,L3 P,2_1i Imil 15213 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any EUL)_, L-E-) A additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL14 5ZI3 R2 [I Inst 1 21 . tzRJf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.11odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213,14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL1,5211 RZ 11 Inst 15213A4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.14 for Design Pressure Ratings, any ELLqjLj_RLAL Fv 1 521 14df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o, Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Lite' Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) 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 15213.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions FL15;13 R2 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.15,Ddf Created by Independent Third Party: Yes 15213,16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FIn 15213.15.adf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1521116 for Design Pressure Ratings, any &LU13 12 AE Eval 15111_16,pd f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/ Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No &,15213 R2 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other, See INST 15213.17 for Design Pressure Ratings, any EL122;3 R2 AE Eval j5213.j:,,=,f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213. 18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/ Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions https:, Ilwww.noridabuilding.orgtprlpr_app_dki.aspx'?param=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYtQnaBQ%3d%3d 4/5 2115/2017 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Impact Resistant: No Design Pressure: N/A Other: INST 1521118 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, 1521119 s. Smooth/Wood Grain/White Wood Grain/Rustic/ Mahogany Series N Fiberglass Door JLL,k jjd Verified By: Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL151113 R2 AE FvaJJ52.11A Created by Independent Third Party: Yes 8'0 "impact" Opaque Fiberglass Single Door Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: INST 15213,19 for Design Pressure Ratings, any ELIR1 At Evjl 15111,19_.f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213. 20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/ Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213,20 for Design Pressure Ratings, any FL15213 R2 A additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 40 Page I / 2 Za, — t :: 2601 Blair to Road. The State of Florida is an AAJEEO employer, QQvitt J007-2013 State gf fzloh a, S§IgIMenL Undo, Florida law, ernall addresses are public records, if you do not want your email address released in response to a public -records request, do NO Send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50,487,1195. "Pursuant to Section 455,275( 1), Florida Statutes. effective October 1. 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they have a". The emods provided may be used for official communication with the licensee. However email addresses are public record. (f ydaj do not wish to Supply a Personal address, please provide the Department with an email address which can an made available to the public. To determine if you are a licensee under Chapter 455, F, S., please click DILL, Product Appro vai I Accepts; 9D §g Ed a Cred, Caw Safe littps: ltwww. floridabuilding,orglprlpr_,app_.qtl,aspx?pararn=wGEVXQwtDqv3yWKJZIQRC3FgPGdq9zlTp%2bKNJ2OqENIYWWgYlOnaBQ%3d%3d 515 yg, llig IF, C, O 0vc QUIP I y+y4 epqcuMM 0 0 C) 0 < C) 0 97.5a'MAX, OVERALL FRAME KE;GHT INSWING 96.SO" MAX. OVERALL FRAME HVGHT OVT$MNG x x V+ c) 0 0 No. 43,409 LNo. 43409 tPLASTPROINC, R.E.' PART OR 5 BUILDING CONSULTANTS, INC. 1W 04/22/fs r(;.jJH ED N P 0. so. 230, V.W.0, FL 33595 75A Ph— N., 813.059.9197 LPRESSURES & GENERAL NC ES F—V _—Sl0-Nf---- I F13PC CA, No. 9513 zo, a a.rr. aw...e.o ........... 43 4 6 43 kz mINTERIOR - C3 ' a 1 w mill", 5> w T, ZtElt t EXTERIOR , 44 \( e a 6 t d i cb maa oz HORIZONTAL CROSS SECTION o 31 42 ' atsa .0 35.75' MAX. 0.4 o mCK)OR i S4" PANEL WID11i i(xRA i _ j" tAtCH 1* 0 CAP x r nPvc eat. INTERIOR EXTERIORTillil AF w 2 LATcxsncE f n nil OATE5 v r2 VERTICAL CROSS SECTION sonom tutu_ _ es PVCCempPAHKsr GesttcE c1s— djk can. nG.; Ft -15213, 37 swer 2 ( w 7 MNY21-114- Typj INTERIOR tit 5 uuVYc c c z 2t / / V x C3) E3 EOQR t7 HORIZONTAL CROSS SECTION cc, EMB. (TYP.l 7 0. 1 S, 4 —{4 OAS, CSINK L) (TYP,) (TYPI) 2 C7) 0) INTERIOR INTERIOR4 490" iz I X, IWL 05/0 1/! 2 EXTERIOR EXTERIOR 40) 207 ca c, a JK CE I HOPJZOWAL CRO$S SECTION J'HORZWALQ=,SECT E Ef 37 outs= - iwwlg "OF-1521-.s31 oved (_ 3S0,&,,m , OF w o co -- m 2jz, ®, EXTERIOR ` r INTERIOR z ` ^ EXTERIOR ` / INTERIOR _ v r 2 VERTICAL CROSS SECTION s u VERTICAL CROSS SECTION 4 Shown w(iR stAh buck a 4 dtit4M Kj st*wn - Y15W9Kj 4. Gf O2 n a EXTERIOR INTERIOR EXTERIOR INTERIOR z; 33 r 5 ; a , f{ f i u G8 Of 12 i srusN. r s c Ulm. W, _ JK i VERTICAL CROSS SECTION cw, By VERTICAL CROSS SECTION wo F ff 4 T _ " dutswu•:gco fsotiara 4 car:(ta5n .'`f. - Y 52 t.3..3i _. ssn ..4 or 7 ro 4- z TY?. HEAD TYP. HEAD & fill, to[ Ic owe n z MASONRY MASONRY IAMBS 0 '0z OPENING OPENING CO i Nu FRAME 7 0 L 10 2X BUCK n Ti C3 A BUCK HINGE DETAIL TYP. 4 SILL LLry A J 2X TRIKE JAMS 208 MA)SOMY txK* cordfruchon 1, Concrete anchor focatoruat the comers may be acMied To ffKmtcw) the rrvi. edge 6stance to Mxt(y tmh' 2 Concrete (UlChOr f0c0flOns noted OS 'MAX ON CENTOr rmAf be 04usted to mouitain the rnuledge distance to morfarMnts, add honal concrete anchom q7) may berequiredtoenRmethe 'MAX. ON CENW dintension are not exceeded. J, cct* aeteanchor rcbW ANCHOR ANCHOR MW MIN. CLEARANCE MIN. CLEARANCE 0 TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR LATCH I DEA"OlT DETAIL 05/0 1,,' 2 1W TAFICON EICO VORACON JK 0 UY It' s QDSCREWINSTALLA MOTES:mointain RO-V a mlia 1. 4x." 5/6"eage Lfsta(sca' I' end distonce, & I O'c. spocing of I'l -- 1521 , 3 7 wood SIT~ to prevent the Wkift of wood, secs5 7 law C9)-Ho off z t Aj n 10, I , TYP. HEAD & z MASONRY JAMBS S. o z' u OPENING kg C i HINGE DUAI G( L LOSFRAME Z xiy IX BUCK Li OF LATCH d—DCAP-fi-0LTDFTAtLTYP. 4 SILL L- Ju Z! FRAME ANCHORING' STIUKE JAMS f. Concrete --h- A-tfim W me cG xm (rcsy be or*jstw to mWrrtcib lie mir Mclsorvy I X bvck comkuction oocksfx7catoW2. CLvTCotO —tx IUCO(c U fofa a'MAX ON CEN[fkresf rm adAnted to mpevbM ffn rvn, 669e oisfa— to can fo an h may be roq— d lo a the 'MAX, ON C6NTW cVrwuion ora rtof a oed&d. s. Cah f. on ht kZW AUCHGR R VI k"* ItAIA CUAKA na JANCHOTYPE SIZE SEWENr10MASONX A. EM EDGE A.0 TAIFTcWo"` 3/16" 3' V JK l' HKgy i. Mw4okt a n**m- S/ir edge 6stanco, I'o d c0sfc o. O'o.c. o( watt: srrwws to g'6'*'f ow $pMV 0 w d' qcT g y z ua 1r11 c ti v z o=uEo. 2.,44" - am p s a Yraa 1 t NEAR & STDE d P* i a f.___ - -- 5.63 z ww j (si..l 4 a z O 3i ,ADJUSTAStEROWINGTHRESHOLD i a`{ y rm 1 z a G Q; OUTSWW9OUMPTHTHRESHOLD i 3( z sf S t wz OS Ot(72 z ria[: N.7 S, c ar: JK m aac. er: LFS t doavnwcxo.- FL--1521 3..37 " SfEE1 % 6i % 6tLt OF MATERIALS tiEM DESCRtP1TON MATERIAE a i X BUCK 5G >= O.SS WOOL} B 2X BUCK 5G > b SS WOOD _. C f I4" MAX SHfM SPACE D i (4" X 2-3la PFH ELCd OR fTW CONCRETE SCREW STEEL _ E MASONRY - 3,t 0 PSI MEN. CONCRETE CONFORMING TO ACl CONCRETE 7f OR HOLLOW BLOCK CONFORMING TO ASTM Cg0 F i!4' X 2 3(4" PFH CTW CONCRETE SCREW STEEL G 31i6 X3-ila PFHiTWCOh+CREtcSCR€W ffW CONCRETE SCREW STEEL 1l4 X 2 f 14`PFH STW CONCRETE SCREW STEEL J il4" X 3 3/d' PFH f11N CONCRETE SCREW STEEL t k fU X 2-ill` PFH WOOD SCREW M 4 X 2- i l4"_PFH WOOD SCREW-- STEEL 7 WEATHER STRCPPtNG BY ENQEJRA (QEBQ6 7} 9 4" X 4" BENT HINGE STEEL i0 4 X SiST€Et t ii 9 X 3/4" PfH WOOD SCREW -- - - M ST€EL i7 KWIKSEF KEYED ENTRY - SIGNATURE SERIES STEEL f& KWiKSETDEAQBOLT-SIGNATURESERiES 480} STEEL 21 HEAD & SIDE JAMB. POLY fl8€R 2T DJ—CH STRIKE PLATE STEEL'_ 28 D€AQBOLT PE ATE STEEL 30 DOOR BdTTOM SWEEP BY EtvDURA fl_._,___. 3 QUiSWiNG SUMP TFiRE5Fib4.D. _. _.. ALUM. t WOOD 33 tNSWfNG AQJUSTABLE 1HRF.SHOtD BY EN_QURa ALUM. ! WOOD afl DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4 C DOdR SKIN (MIN. 0.(375" THICK i-IB€RGtASS 42 TOP RAIL HINGE CELLULAR PVC 43 LATCH !L SifLE CAP CELLULAR PVC as LATCH STILE LVL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 4i HfNGFSTItE LVl 2115/2017 Florida Building Code Online KIS Home Log in Jso, Registration Not Foams s0a'tt Surcharge stati; 3, Facts pvl)lwjtlw's FBC scat' KIS Site Map L.nks Search Product Approval USER Public USeldbp'r I Application Detail FL FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic, Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robe rt, richardson@)entrematic.com Authorized Signature Brandon Gentle brandon.gentie@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 bra ndon,gentleoa ma rr,com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Rate 01/01/2025 Validated By Steven M, Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) staoslard ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By 2_f Year 2002 2005 Sections from the Code https:,Itwww,Oo(ictat)utldtng.org/pr/pr_,ppp_,pti.aspx?pararii=wGEVXQwtDqunL7seVZ(vIFLLeOOysN2RYes%2bb>(zb2LO19`/*3d 115 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 08/26/2015 11/09/2015 11/09/2015 12/15/2015 FL # Model, Number or Name 5302.1 Amarr Stratford 1000, 2000 (M600?, Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit tOOO, 2000 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, 5302,2 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +3t.9/-37.2 Other- Design Pressure +31.9/-37,2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Description Dwg. IRC-6016-140-24, 10' Thru 16'wide Installation Instructions FL5302 R7 It IRC-6016-140-24 Drawing 7-12_ELpdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL53Q2 R7 AE IRC-6016-140-24 RC2Qa_L-jaFLp f Created by Independent Third Party: Yes Dwg. IRC-6016-145-24, 10'Thru 16'wide. Installation Instructions 9L/Vmr-OL 7 - 10 I I IkdD r Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 , = --' I - ' "' ---- ' " Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 162 thru 18' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +18.2/-20,6 Other* Design pressure +18,2/-20,6, 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. 5302,4 Stratford (111600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +2t.6/-24.5 Other- Design pressure +21.6/-24.5, 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. 5302.5 Stratford (M600); Heritage (M950); 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 E1 aQL_L7_1Lj_R fL=f Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE [RC-6018-1I0-15 Rpoort 7-10 FL.vdf Created by Independent Third Party: Yes Dwg, IRC-6018-120-15, 162 thru IS' wide Installation Instructions FL5302 R7 11 IRC-60IS-120-LS Qr3Airq7-I _) FL L(If Verified By: TOM SHELMERD[NE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Dwg. IRC-6009-110-11,Thru 9'wide. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IR(7-6009-LI0-11 Report 7-10 FU.,)Of Created by Independent Third Party: Yes https: ilwww,floridabuilding,org(prlpr_appjtl.aspx'?param=wGEVXQwtDqunL7seVZrviFLLeOOysN2RYes%2bbXzb2LOlg%3d 2/5 11011WIM Florida Building Code Online 5302.6 Stratford (M600); Heritage (M950); Dwq. IRC-6009- 100-11, Thru 9' wide, Oak Summit (M6SO) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure. +-15.81-18.7 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 partiaily enclosed or door is a replacement door. Installation Instructions FI,,S30 R7 11 F>,C-6009-1100-li dra Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Fl_5302 R7 _4;' TR Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg, IRC-6009-120-IS,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: +22.8/-26.9 Other: Design Pressure +22,8/-26.9, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions CL51,02 R7 R VRC-5 9-1 Q-' 7- 1 Q F1 Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Z:A , Flfl.f Created by Independent Third Party: Yes 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru Twide. 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 4-26.71-31.6, 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, 5302,9 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31,0/-35. 1 Other, Design Pressure +31.0/-35.1, 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. 5302.10 Stratford (M600); Heritage (M950), Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +35.6/-42,1 Other: Design Pressure +35,6/-42.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302,11 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +45.3/-51,2 Other; Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Dwg. IRC-6009-140-15, Thru 9'wide, Installation Instructions FL5 Verified By: TOM SHELMERDINE OG48579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Dwg, IRC-6009-150-15,Thru Twide. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports 2302 R7 _E_ AE I Created by Independent Third Party: Yes Dwg, IRC-6009-169-IS,Thru 9'wide Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F!,5S?'a7 A= 9Jt 71 I Created by Independent Third Party: Yes 5302. 12 Stratford (M600); Heritage (M950); Dwq. IRC-6016-100.15, 10'Thru 16'wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No https:, Ilwww.noridabuildirvg,org/pr/pr—app_Ati.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzt)2LOlg`/o3d 315 2/15/2'017 Florida Building Code Online Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: + 15.2/-17.2 Other: Design Pressure + 15, 2/-17.2, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, 5302,13 Stratford (M600); Heritage (P-1950); Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: + 18, 3/-20,8 Other: Design Pressure + 18,3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302,14 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21,8/-24.8 Other: Design Pressure +21,8/-24.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 P7 A-7 [R Q 16-1,00-15 - Ro jEtP Created by fndependehFThirdParty: Yes Dwg. [ RC-6016-110-15, 10'Thru 16' wide. Installation Instructions fLU_ 01 _P1 H 7- I Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FU lfl_pff Created by Independent Third Party: Yes Dwg. IRC-6016-120-15, 10' Thru 16' wide, Installation Instructions FL5302 R7 If IRC-pl,5-120-15 Drawira 7-til ! i` Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FI- 5302 R7 AE IRC-6016-Q0-15 Report 7-10 FL,ndf Created by Independent Third Party: Yes 5302. 15 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10'Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL51Q2 R7 AE Created by Independent Third Party: Yes 5302. 16 Stratford (M600); Heritage (M950); Dwg, IRC-6016-140-17, 10'Thru 16' wide, Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure; +30.1/-33.8 Other: Design Pressure + 30. lit-318, 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 M Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F12L) 2__R Created by Independent Third Party: Yes C, intac,, Us : : ne Rid Tall ina io -9 EL!Jse: ftS4-48v-tII2a The State of Cloncia is an AA{EEO employer, Co2y"I'll"t 2007-2013 S=q_2L_1E_10_d2. at"acto ment :: AEc Under Florida law, etrad addresses are public records, If you do not want your e,matl address released in response to a public -records request, do not send electronic mail t4 this entity. Instead, contact the office by Phone or by traditional mail. if you have any questions, please contact 850,487,1395, `Pursuant to Section 4552i5( 1), Florida Statutes, effective (actorior 1, 2012, licensees licensed under Chapter 455, F.S. Must provide the Department with an email 3,11reSS it they have one- The emals provided may be serl for official communication with the rcenSee, However email addresses are public record. If you do not wish to supply a persoral acloress, please provide the Department with An email address which can be made available to the public. To determine if vou are a licensee under Chapter 4SS, F, S., please Click Lq,, Product Approval Accepts: 1U W El M credw car + Safe https:= twww, noridabuilding.org(prlpr—appjtl,aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 4/5 Florida Building Code Online ht":.'/www.fioeidabuilding.org/pr/pr_ppp dtlaspx?param =wGEVXQwtDqLlfiL7seVZM FLLeOOysN 2RYes%2bbXzb2LOlg%3d 5/5 RROLLE CARRIER 2- 16 G. RESIDEWTALOLLE IT 11 (21 V" . lle• CENTER K Tl 0 .1 SOL' Kk RRACIE1 .1 (.1 I'A. . 31{, A //- Tly ll.'LAE itIS, 9'.. . 314 X ^D SCREVS I KHE. WAIT SCREVS IDJA ABLE S1, T ATIAC CDI — 1 1 25 CA SKIN 04M III--&= E,l' I, IDLY ALD 11 16 G& GALV, KSIDEWI.L T3, 'm off.-- 1 3' ZOOK SMUTS .7114K[D CA S"H, `W75., LED -- TTACHED -3, Va•FEY Q) T- . 311. 1- 4. 1C.2 ZKs -EAl SCREVS At r SPt,1a TRACKS AT THIS tOCA TIIDN 1 CA. JAMB B.ACKIT C CCIO'Et STILE W/ (4) IIC-20 IRACX SPLICE BUTS A 64M K. PRAC.E sco-w To Oy S/Ic A 1-5/r LAC WXTS TYPICAL TOP FIXTURES. frsouCEx (1) s/le CIA, . I-D/s, SEE PART 2 FEM OPTUNAL LAG eOI.T TTACAO M I'D 11 N 12 GA0ALV SIM 0` 91.17 ST. TYPICAL id CgNTERHIW E 5 0 f .— Oqm / (I) Ile- 20 1 II (rwklol TRACK SPEOE BID,' A, PUT CIA (2) R`1-lS IT 2# VILE STIPYCHEAS 6) MATED IN HI -GE HIL 2. TER SE:IIM` CHLI moLES "* STRUT ATTACHHEt 10- S t." VC WR*' 14 GA. 3x Ol E. (TABLE 3) Ou PA" 3 FRACACT SP.Cm I' , 21 1 STRUTS MA' Co`*r" fo" LIP To 'ALL OOD" Im PER SEC1104 ccxcwvm Top) AL STILE STIFFENER,' CH ITS SECTIONRIE SEE TABLE 4 0 PAGE 3 LE LT.. 11 . 1-1 1 DOE By Im ST" IV JEMKII OF wvsm 14 uuu 8" BRAW WWI* VINIS PROVIDE 70 x V^t3 ou INSIDE ELEVA710N, \:(IIZ - 101 CFl,3.AL XW 00BUIRD AIR 09K 7TIB$ r VE- OF LAUSITTRLICTED A TADRH, .1 AIR FLDV EACK wdn "M 6 all" ou scow tw on I IA GA VIRASAYE HEX HEAD SCREW OOwT,, a- SrAt go To[ & va ammillsWWAATTACHEDATE.0 AND Cf,-E,* t4 " Tk;CK AT JAM 00 BllSNbCVCiD Allf wiam ra STILE STRUTS E. HE r sm"S V1131 L/l 1 31" E C. CA SCRE.1 DFIDIS 31A. K. MAIISATC SECTC)N 0."! ... I, ICAD SM AT ROLLER C MRS ATTACHED P,l MAX SIZE EACH E.D STILE 10 CUD STILE .1 tal I- s fi 7WIDTH . E. kHEl HEAD SCRIEVS PER CARRIER t4` PICICHT aca 2. 7-RALL STEEL OR O S CCL OR LUA x p S#CgT STEM RAN SHORT STEM ROLLERS 11 7116- IETANER TOP TIM' RCIAPICk FOR .`0A0A »ram"ID—HADEP SHA"S ocsfGH LOADS TYPICAL... jCTTQ4 SRACKE-,-- 1 .21,8 PSF YPIEaE YAAWE END HINCE PS. 1811" TEST L= 5/16' DIA. . 1-5/8' 32 L I A ACHED TO JAMB rn LZI 0, tRaysDID 37 2 PSF AT EA .8 B.AO(ET VCHTS COUALS is Ail 2 . SIP OR SPF 0* z OR SETTER) SI FL m GA Ctwl. STILE CPT JEW VENT __;E TAJE 6:) THE METHOD OF TESTING WAS IN SUSSTANTIAL K ;—=RACWWITHTHTHEPROaj>JRE DESCRIBED OR ASTV Um VDDI 4raIWIS AIR E350 AND AUSI/DASMA 108, THE PRESSURES SHORN 044 THE z 9DOMA. STEEL I BE DRAWINGS WERE CALCMATED USING ASCE 7-tO WTH THE w M hioDEL # 650 OAK SVMW ./Durs5ate STEEL MACAJ I/w vv. sa FOLLOWING PARAMETERS (5 FEET OF 0009 WIDTH IN THE E MODEL #600 SMTFORD /DuraSafe 1) ZONE, ROOF . 0, I`P KODLIL W HEFUTAGE /DuraSaft SPEED ANY SLOJDE) w- lic BOLT HE, WIND I, www" S m 9-E GET 0EPPRO Short, ct, Flush & Oak Summit Panel's OR ( V, Rtl(TS SPE MPH) 155 14t A nsultalb IRDMISOP& CAIWIIIN, IWI .0 10A)S tass '051 EXPOSURE LEVEL 8 C TRACK m U, MEAN ROOM' HEIGHT 3v 15 2 . 1 2 set I s 3 mAZC elm IY-.Icl4CD AleorQ,-Arc V/ tpL v` x 3/4, HEX AID SCREWS AT END AND CENTeg S'llel 90GA, STRUT LOCATED Eft TNT Cr AND SOT TOM OF GLAztv actION ITT 41 -- 1/1' 1 11" -1 MEAD SCOLVS AT END AND LEMUR STOLES OpTiDvAL SHORT PANEL TOP GLAZED SEC71CN (STRUT AND STILE LAYOUTS) STRUT AND STILE LAYWTS) EL CLAZTtG O-oA .LoIf ONLY ON 000As 'S's TNAOUCiN ITO * m DOORS LESS VLAN lt-e Woo MLST USE SKIT PANEL NO OR CLOSED SECTCNS WOOD JAMB ATTACHMENT TO STRUCTURE SCREWS STARTING V FPO#* ENDS THEM 24' ac. (I 1/2' CHBEDKNT) ILTI 1111 BOLT 3/9' X 4' S ARTING, 6' FROM ENDS T)CV 24' CC, (a J/21 EASEDMENT) HJLTJ SLEEVE ANCHOR 3/w K STARTING C' FRO. ENDS TEND Z4- CX, Q 1/4' ERSEDNENT) ITW/ZANSE ' REDHEAD C 'PU-s(Ln 3/9' X 4' STARTING 6- FROM S T'KM 24' at, (B I/V EKBEDWNT) P x 6 yr 4 4, x t&lMj6U- USE PAIRS IF FASTENERS SIWSCN1a, TITEM SCREWS S APART) AT Ifi- GE. (t 1/2' EMBEDMENT) PILTt 1/ 4' X 2-3/4' KVIK-CON !I# SCREWS STARTING 6' FRO! ENDS, USE PAIRS OF FASTENERS (Y APART) AT 16' CZ, (1 1/4' EMBEDMENT) Cftw-K ( 2m PSI GRCUTD ILTI SLEEVE k_HCR348' X• EN C.C.l. e4 . (1 111• E NBEV4COT) ( OR, CSS t F ASTENERS POR rCLLUV C-90 BLOCq A(ASS AND jeeTS CAN RE COJACRSLMK TO PROVIDE A n LF54 ftbtjhTOOT SLOFACE vPQFPAZATjCN Or V= JAMSS By OTHERS Yat Z STPLLTLA CONC1' TE STRLJC IURE iHOi£0v $ i GRCRJTED BLEi a, MIN SANS i - 11=va 1 4' 2tTILKAL S"T PAWL INTERMEDIATE GLAZEDSECTWU (STRUT AND STILE LAYOUT) X L SNORT PANEL GLAZING FASTENER DETAIL LCaXi PANEL 3LA2jmC FASTENER DETAIL k TS N TS- GLAZING OPTION CROSS SECTION rLAZING NGT AVAILABLE IN VIND-BORNE DEBRIS REGICN GLAZING MEETS ASTM E1300- 04 D. .F,omc YMDOW FRAME OPTIONAL D— INSERTS F. TN UV PROTECTION wUV PROTECTION z , . 3/32- THICK S58 GLASS PFY DUMU OF REV9416 tous vu almn AM 04MUr NO QA r= 7f I —I Ip.) 0 A —AS MOCLOED NS*E FRAME POD; SECTION B-6 ..RSRml IwW" WE VADTN kEiGHT c H DES*4LOADSzi 21 a 24,8 PSF TEST LOADS 32,7 PSF L7i 17,2 PSF 0: FL MODEL #650 OAK SUMMIT -/ DuF. Sf. MODEL 0600 STPATFORD vr/]Df *Sof. MODEL JM REMAGE Short, L..g. Fl..h & 0" Summit Panel's 9w r OF 3 2115/2017 Florida Building Code Online mix, m""' Bc!5 Home 09 1n Use, Registration Hot Topes sut"n't sta's & PICTS p1hilcations FBC Staff acts 5'te Mail UnkS search dbJ lproduclt Approvalp'r USER NOtic use, j"—.-,-* Application Detail FL # FL19715-ROAL-1 Application Type New 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 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp,com Jon Berrian Jonberrian@slbp,com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/1.S,2/A440 AAMA/WDMA/CSA 101/1,S.2/A440 Method I Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 h"ps:ftwww.floridabLAidirkj,org/pr/pr2pp_cftl,aspx?param=wGEVXQwtDqtvA'/o2bxmzkltiGufBV5nRNMfoPlyOqPoEN`/Q2be8TXyGDYCiAw%3d%3d Year 2011 2008 lim 211512017 Date Revised Florida Building Code Online 02/14/2017 Summary of Products FL # Model, Number or Name 19715,1 Series 290014900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Description Extruded Vinyl Single Hung Window Certification Agency Certificate FL197!5 R(O C CA" C 1-1 'Ll for ) L09 12:i5.2c—f Quality Assurance Contract Expiration Date 12/ t6/2016 Installation Instructions Verified By: Hermes F. Norero, P.E, Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FLt9715 RO AE PER3947 S 2 16-02-1) —V Created by Independent Third Party: Yes QCLUL-td 'r na Figagi Taljjhe,2 ; 32394 Ph2nj, a5Q-J§7- The State of Florida is an AAJEE0 omployer, Copyrtciht 20Q7 011 St2jc of F&iggE!je t m n :: Accessibility Statement : a^ n - timer, Under Florida low, email addresses are public records, It you do not want your e-mail address released m response to a public -records request, do not 5enfl elviAronrc, mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487, i3ciS, "Pursuant to Section 455, 275( 1), Flonda Statutes, effective Qctobwr 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official Corn(truniCation 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 4 you are a licensee under Chapter 455, F.S_ please click hera . Product Approval Accepts: U LOA EE 0 Credit cal"' Safe https:// www.floridabijiIditxj.org/prtpr2ppjtl,aspx?paraiii=wGEVXQwtDq(vA`/*2bxiiizk1hGufBV5iiRNM(oPly6qPoEN%2be8TXyGDYCjAw*/`3d`/o3d 212 IN$TAL,.ATL OfiLJOTC S I UNE i I; INSTALLATION AN0,01, IS Ri(FOR(f) AT EACH ANCIfOR LOCATION SHOWN 2 THE NUMBER Of LN' I AitAt 1014 ANCHORS OEPIC IfU IS THE MINIMUM NUMBER Of ANCHORS !Oaf USED FUN PRODUCT 0451A'.Ukf ION DE IMF MAXIMUM SIZE USTEU 3, INSTALL MOWILIUA! LNSIA_I,A;PDN ANCHOR$ WITHIN A TOLERANCE OF 1112 INCH THE LIE PIK IIOU LOCATIONTOIN & SPAC;LNG IN THE ANCHOR LAYOUT OF TAJLS I E , WfI40UT CONSIDiRATAIN OF tOikPANCES1, WEEKAN SCk ARE NOT CUMULATIVE 9kOM ONE INSTALLATION ANCHOR TO THE NEXT 4 SIOM ASAfOUIRECA1 EACH INSTALLATIONANC HORVVITH LOADFICARTING S-+flVNSj MAXIMUM ALLOWABLE SHIM STACK 10 BE 3/8 INCH, SHIM WHERE SPACE of 1116 JNC14 OR GREATER OCCURS SHIMS) SMALL BE CONSTRUCTED Of HIGH DENSITY PLASTIC OR SETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD 1R)FING NAZI OR I(M COMMON NA77111— SCREWSORIIUAUGFITNAILSOFIF (AfNT LENGTH TGACTfIEVF 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN IVVN,3/8'IEUGi DiStANCE 6, FIN INSTALLATION: FOR LNSfAtl ATION TWO METAL SWIT USE .9 SELF - TAPPING SCREWS, - SUP f POL N f LL NC I H 10 ACHIEVE A UNIMUM Of I THREADSPLNET" TtON 4iyONUMETAL WALL, tUSTALLAlii)N5HALLMAINTAIN TAIN, 3/ 8'EDCF 04STANCE 7. THROUGH FRAME INSTALLATION: TOP INSTALLATION INTO WOOD FRAMING USE 910 WOOOSCR(WS OF SUfFK-.ItNT LENGTH TO ACHIEVE I J/)tNLjj S I IMUMNISM-774iNh MI LVOO,,)`,OMTRA If 8. THROUGH FRAMINSTADATIOW FOR INSTALLATION T1PROU6JA IX BUCK TO CONCRETE/MASONRY OR DIRECTLYINTOCONCRETE/MASONRY, USE 3/16INC14 2LAMEIERJWIALCONSOFSUF "CIENIf LENGTH TO ACHIEVE 1 1/4 INCH M'WMUM0"FOMF%T INSTALLATION CIJAIIMAINTAIN IMN IV4"FDGF DISTANCE 9. THROUGH FRAME INSTALLATION; FOR NSTALCAPON INTO METAL STUD USE RED SELF F TAPPINU SCREWS WS OfSUFF"CIFNT LENGTHTO ACHIEVE A MINIMUM OF 3 THREADS PENFIRATPON BEYOND METAL WALL_ 0 MINIMUM, EMSEDME NT AND EDGE DISTANCE EXCLUDE WALL IN S'IES' N(L"NG 501 NOT I MIIEO TO 5IUf (0, FOAM, BRICK VENEER, AND SIDING I I INSTALLATION ANCIHORS AND ASSOCIATED HARDWARE MUST RE MADE OF CORROSION MAIf WID OR HAVE A CORROSION kESI',f4Nf COATING 12 FOR HOLLOW BLOCK AND GROUT PKJ ED BLOCK, DO NOT iNSIAU INSTAUATION ANCHORS INTO MORTARFOOIEFS. EDGE DISTANCE IS MEASURED FROM PREF tDCt OF MOCK OR CLICA Of MORTAR JOINT INTO iA(F SHElf OF BLOCK 13, INSTALLATION ANCHORS SL4A( I ( it INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE USED RE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SIFRENGIIA SPECIFIED BY THE ANCHOR MANUFACTURER, 14 INSTALLATION A"' f4C* (APACIMS FOR PROCIUCIS OVY rot ARE BAStUON SUBS RAI FMATERIALS WITH IPR F(XLOW PFLN PROPfRTIFS A WOOD MINIMUM SPO-114CGRAVVIYOPOSS If CONCRETE & 4it4iMUt,4COMPRESStVISIREN(TTtOF3"P9 L GROUT F;LLEDCMU UNIT STIN NUT. if CONFORMS TOAST M C 90 WITH MINIMUM COMPRESSIVE STRENGTH OF J"P`H AND GROUT CONFORMS TO AS 144 C 416, MINIMUM GROUT COMPRESSIVE STRENGTH Of 2OW PSI D. HOLLOW UNIT STRENGTH CONFORMS TOASTMC90W*Tt4 MINIMUM COMPRESSIVE STRENGTH OF 2OW PSI- S STEEL MINIMUM YIELD STRENGTH UP 33 KSI MINIMUM WALL THICKNESS Of 47B MIL (0 0478" ,r 18 GAUGFI MIN. 112* EDGE DISTANCE. I AIUMINLIM-MININ16-MMOTY606i I'S MIN; MUMWAH YHF(KN6SYOF Ulb' MIN 112'FOGE DISTANCE. SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN I- FRUN IS DFSX;NIFD AND MANUFACTURED TO COMIS ' Y WITH THE 5TH EDITION 2014I FLORIDA BUILDING CODE (P80, EXCLUDING HV" z AND HAS BEEN EVALUATED ACCORDING TO 11111 Fot[UW€NG: AAMA/WUMA/C5AI()I/ fS.2/A44() 0WiI 2 ADEQUACY Of THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAINWIND FORCE RESISTING SYSTEM CAPA9ti Of W, I HSI ANDING AND TRANSFERRING APPUED PRODUCT I.AL'S TO THE FOUNDATION IS THE RE11PONS48A Ity OF THE ENGINEER OR ARCHITECT Of RECORD FOR ?HE PROTECT Of INSTALLATION. 3 111 AND 2X BULKS (WHEN USECIT SiWi BE DESIGNED AND ANCHORED AESPRIfFIE0 HERIIN REFER TO SHEET 6 FOR FURTHER DETAILS OF RUCK INSTALLATION. 4 THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM IMF RE ORFIREMEWS DEfAHET) HERON, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE P10FfC DOCUMENTS POR USE WITH THIS DOCUMENT IN NON FIVIIi ARE AS IN HVHZ AREAS, ONE IflME PRODUCT APPROVAL TO BE 081 ADIEU FROM MLAMI- OADE PER ON AH1 S, APPROVED IMPACT PROTECINIE SYSTEM IS RJECILAIRED ON 1105 PRODUCT IN AREAS REOUtRING MPACT RESISTANCE, 6 WNUOWFRAME MATERIAL. PVC I DANCE WITH THE SIN EDITION F6C, WOOD COMPONENTS SHALL HAVE BEEN PRESERVAINE TREATED OR SHALL BE Of A OURARLA, SPECIES AT, DEFINED N CHAPTER 23 8 GLASS MELTS THE REQUIREMENTSOP ASTM C 1300 GLASS CHARTS SELS14ECT 6 FOR GLAZING UtIALLS, TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION Is GENERAL NOTES z ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL & F4ORIZONTAL SECTICN5 (NAIL FIN) 5 VERTICAL & HORIZONTAL SECTIONS (TPQOU,.PT FRAME) HORIZONTAL SECTICEFS BUCK INSTALLATION, 4 GLAZING DETAIL MAX OVERALL SIZE CONPIG DESIGN PRESSURE MISSILE IMPACT ITAITIN6, HEIGHTPRESSURE 1. O/ X 35 / - 35 PSF NONIMPACT 38, 66, O/X 501 W ESP NON IMPACT 38" 74' O/X 50/ 50 ESE NON IMPACT 38, 77, O/X 35 / 15 ESP I NON IMPACT 44' 62' O/X 50 / -SO PSF NON IMPACT AV 72' O/X 35/ 35 PSF NON tAWAC*r 46' B4* O/X 201 20 PSF NON IMPACT 52, 72" O/X ZS / 25 PSF NEON! IMPACT 36" 83,75* O/X (ORIEL} 351 35 ESE NON IMPACT 11' 96- O/X (ORIEL) a / 20 ESP NON IMPACT 7Z' 62' O/X O/X 35/ 35 ESP NON IMPACT 71' 84* O/x_O/X 35 / 35 PSF U40N IMPACT 76, 62' O/X-O/X 50/ 50 ESP NON IMPACT 7V 72, O/X CF/x 50 / -50 PSF NON IMPACT 76' T7- O/X O/x 25/ 25PSF NON IMPACT 14' O1X_0/x 35 '35 PSF NON IMPACT 74' O/X O/X 30PSP NON IMPACT L80' I__ 62* O/XO/X O/X5050PSFNONIMPACTOR_ 72' O/XO/X -O/x 50 / -50 PSF NON IMPACT 84' O/X-O/X-O/X Z5 / 25 PSF NON IMPACT Silverline PIS Digitally signed by Hermes F Norero, P.E. 5 Reason: I am approving this document FL#: FL19715 Date: 2016. 02,03 09:40:44 -05'00' P- 1 1 OF 2 MAX. FRAME MAX. FRAME Silver Line WIDTH 48" WIDTH 48" tPrf tH:`T:iCNL B E 8 E r.•an.es .ou eac or& s:lvEwtrixa Ue£'K fj lXaascr gccrN3 TC[,W!az Ni: EYYZl aYYi F 5 5 5 6 v m 83 IT NEtGHTAME9b MAX FRAME _ m HEIGHT 46" QUALIFIED CONFIGURATIONS a ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 < F I X RATINGS, SINGLE UNIT CONFIGURATIONSi X' A D A O 4 a 8 4 5 } m ELEVATION ELEVATION SINGLE HUNG WINDOW O SINGLE HUNG ORIEL WINDOW ZO MAX FRAME WIDTH 46" MAX. FRAME B E WIDTH 168" E.l} LU 4 5 B E Ix 6 QUALIFIED CONFIGURATIONS 4 ARCH TOP CONFIGURATIONS FOR ALL Z902-4902 RATINGS, TWIN UNIT CONFIGURATIONS 5 5 F F Z MAX. FRAME HEIGHT 74' X. MAX FRAME X' X. X' b , je.•'``FQ PEi HEIGHT94" IO } j; Liim s 5 < Z f Y V ZprnQS ELEVATION s ELEVATION DwG, #: TWIN SINGLE HUNG WINOOW TRIPLE SINGLE HUNG WINDOW S W D00 2 tE, 2 OF 6 2" MAX _ 1 1" 1_ 1MAX FROM OC 11" MAX, j OC Z" MAX FROM CORNERS 2- MAX, FROM CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2'MAX FROM 11— _1 1_ 4111"MAX. CORNERS O'c 4 JIV' A OC 6"MAX FROM 20"MAX CORNERS oc f 6"MAX FROM CORNERS ZG"MAX, oc L 6' MAX FROM CC)RNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 611 6' MA FROM CORNERS 1 1____ 4112"MAX. OC ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I` MAX. FROM 6' MAX CORNERS 0 C 6-1 I!ILMI Lo MEL, I'MAX. 6"MAX, FROM J OC. CORNERS ANCHOR LAYOUT NAIL FIN, TRIPLE SINGLE HUNG WINDOW 6"MAX FROM 12 3/4' MAX CORNERS O.C. 61/ 12" MAX, O.C. ANCHOR STRAP MAX.- P/N 50-2995-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW Silver line IK Aui&fst-n 3 Z ci Z z uja m n z A U In Ic at - Lu co to z 0 z Qix LIJ 36 Z SWE)002 4EET: 3 OF 6__j CONCRETE/ MASONRY BY OTHE45 t I/Z" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTIIEkS a a 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOk CONNECTION DETAILS MIN. EDDGE&E DTST, 98 WOOD SCREW - INSTALLATION ANCHOR _.. EXTEi FINISH BY OTHERS 1/4` MAX. PERIMETEk SHIM SPACE SEALANT O.A, BY OTHERS t UNIT X HEI( t( GHT EXTERIOR INTERIOR T SEE GLAZII.K+ DETAIL, 5HEET 6 a) VERTICAL SECTION 4 HEAD - 2X WOOD BUCK. NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT hfE If+HT PERLMEFEk SEALANT Him BY OTHER X 114" MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS i B WOOD SCREW INSTALLATION ANCHOk 3/8" MIN EDGE DIST. ZX WOOD BUCK BY OTHERS SEE SHEET 6 CONNECTION DETAILS Py a CAULK BETWEEN b CONCRETES MASONRY CONCRETES MASONRY 6 2X f Tl2' MIN_ BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION_ 4 SILL - 2X WOOD BUCK NAIL FIN Silver Line tnf YSL5f1 sxn ov s.o. axs f OxE sztvEG(.C,E OCEVE N' n YYW5Y.2GF. etJ G64"Yu t%5Y)cY*tIXiY 1/4" MAX MIN. 3/8" EDGE DISTANCE m 0 r o h SHIM SPACE — Z w N 30z a a z OO I SASH REINFORCING w u m < mSEESHEET6FORREQUIREMIN. 3 THREADS m a v SEE GLAZING PENETRATION BEYOND a < DETAIL SI•ET6 METAL STRUCTURE m a z n w < v6A INTERIOR 8 GR.. 5 SELF -TAPPING SCREW a- INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS Z EXTERIOR PERIMETER SEALANT BY OTHERS H O OA UNIT VaDTH W 9 HORIZONTAL SECTION JAMS - METAL STUD NAIL FIN FJFr #: SWO002 4EET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASOf',PY By OTHERS By OTHERS PERIMETER SEALANT--/ BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE &LAZING DETAIL, SHEET 6 3/4'MIN EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 F 1/4'MAX COw1ECTrQNCDTAILS SHIM SPACE MIN, 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING MIN, 1/2'ED6C DISTANCE 1 112, MIN DETAIL SHEET 62' EMBEDMENT INTERIOR 10 6R, 5 SELF -TAPPING SCREW 1/4" MAX, INSTALLATION ANCHOk SHIM SPACE METAL TUBE/STUD OR APPROVED MULLION By OTHERS, INTERIOR SEE SHEET t INSTALLATION NOTE 14 PEkIMETEk SEALANT EXTERIOR BY OTHERS VERTICAL SECTION HEAD - IX WOOD SUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR 0 A UNIT HEIGHT PERIMETER SEALANT By OTHERSfjjE EXTERIOR FINISH BY OTHERS PRECAST SELL BY OTHERS 4 3/16" ITIN TAPCON INSTALLATION ANCHOR 5) 914 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA, INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG, ONLY, SEE PLAN VIEW -ANCHOR STRAP 0,01620- PN 502995. 2), DETAIL AT RIGHT FOR INSTALL REQ. 1/ 4" MAX F SHIM SPACE 1114" MIN EMBEDMENT 4 1 3/4- MIN' 4 EDGE DISTANCE VERTICAL SECTION SILL - CONCRETE/MASONRY THROUGH FRAME 0 A UNIT WIDTH HORIZONTAL SECTION AW - METAL TUBE/STUD OR APPROVED MULLION THROU04 FRAME 2 4 0, 7500(2) t—— 3 -0000(2) 60000-1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW ANCHOR STRAP (P/N50 2995-2) OPENING SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQUIREMENTS. A FOR INSTALLATION TO CONCRETE/MASOKRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN,1-1/4* EMBEDMENT, MIN, 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-OPILLING, SCREWS, Q, 5, PER STRAP, MIN- 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP MIN, I I/Z' EMBEDMENT, MIN. I" EWE DISTANCE. Silver Line z o ovi0f 7 V 3: 00 zx 0 x tD zr w uj oc11 r ... I-- 02 JQ Z A DWG #: SW0002 5 OF 6 EXTERIOR i INTERIOR VERTICAL SECTION_ MEETING STILE FRAME LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REIW, SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. IALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWIN6, SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE 35 PSF 36 X 84, (O/X), DESIGN PRESSURE 35 PSF 38 X 74, (OIX), DESIGN PRESSURE 50 PSF 38 X 77. (O/X), DESIGN PRESSURE 35 PSF 72 X 84, (O/X O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF 108 X 62, (0/X O/X-O/X), DESIGN PRESSURE +/-50 PSF 108 X 72, (O/X O/X-O/X), DESIGN PRESSURE -/ 50 PSF HORIZONTAL SECTION INTERMEDIATE FRAME MULLION E: - STEEL INTERMEDIATE FRAME 'LARGE REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 0 STEEL INTERMEDIATE FRAME SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING S17E/PATINIGS 76 X 62, (O/X O/X), DESIGN PRESSURE -/- 35 PSF SilverLine NOTE ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS lipOUTLINEDINCURRENTFGCANDASTME1300 GLASS LOAD RESISTANCE 5/8" 0 A, I G CLASS i! Iz 06 n 0 z 0 EXTERIOR INTERIOR ro r zZ as MIN GLASS z r-, co z BITE UZI Lw 4) ff k1/8' SETTING BLOCK ui GLAZING DETAIL I NOTE I LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN V MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. 0 C, SPACING SPECIFIED 15 NOT EXCEEDED 2, SUCK MAY BE FLUSH WITH FACE OF T14E BLOCK, 1/4" IT W TAPCON ANCHOR 4' FROM CORNERS 16" MAX, O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME BY OTHERS 11/4- MIN EMBEDMENT I L/21 MIN.EDGE DISTANCE Z, MIN er>&E DISTANCE CONCRETE/ MASC4',RY By OTHERS SUCK INSTALLATION DETAIL 4( oafz z DW& SWC)002 SHEET: 6 OF 6 t I 2/1512017 Florida Building Code Online A Z1, ""R., SCIS Home Log In Use, Registration Hot Top.cs sutx-t surchalge, 5tats &Pads PUbhrai:'Q.s FBC staff 13CIS Site Map Links sea.d' doprProduct ApprovalopsUSERPunl,c Ow, Application Detail J" FL 41 A-14918-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 onberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan 1. King, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERT1,FlCA1'E of INQEPENQPNr'F -If Referenced Standard and Year (of Standard) 5tandard YSM AAMA/WDMA/CSAI0I/I,S,2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsa/www.floridabuildintd.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRi 59%2fDrx2300PLxr2KHVtY2q3r%2bl %2fkKQkbg8iy9GAA%3d%3d 1/5 211512017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1,994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect E w, FL 1-491i_113 E (if Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1/ 2 FL # Model, Number or Name Description 1—, -1-1.1-111 ... . . ............ 14918,1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use In HVHZ: No EUMI-EIJLI=4 f Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval t4919.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b, S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R3 11 Inst 149t8.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any EU!2i8—_Rj_AL&yW L41L fJ_L2_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 model 2941.2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use in HVHZ; No FL14218 R3 11 Inst_jjjjjj-9jf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other, See INST 149183 for Design Pressure Ratings, any FL14918 R3 AE Eval j42ja,2,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918A d, Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: N/A Other, This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.4 - 2010 FBC version for Historical Documents regarding this Approval) Installation Instructions FL14918 R3 11 In Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL-'49!8 R3 AE ajAt_jA2jaL4-p-4f Created by Independent Third Party: Yes t4918.5 e. Series 290014900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELL, tE'_R3 _I 11 IL15t httpS:I/WWW.nOFidabuilding.orgtpr/pr__Opp _,Itt.aspx?param=wGEVXQwtDquZRi59`/`2fDrx2300PLxr2KHVtY2q3r`/*2bl*/`2fkKQkbg8iy9GAA%3d`/`3d 2J5 205/2017 Florida Building Code Online Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any R-14918 P3 AE Eval 14918.5.od additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.6 f, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953/ 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 1,2aL14213,5 Itpg Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure- N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Silt (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL149j RI 11 Inst 1491aZpqf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any F114211 33 AE additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,8 for Design Pressure Ratings, any FL1491J RI AE Ev;ll 14213,3.gQf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14211a R3 11 14915.9.od Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL149118 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL149IJ BI 11 Inst 14918,12,g_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918. 10 for Design Pressure Ratings, any FLJ42J R3 AE Ev491.8,10j)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 11 k, Series 2700 Model 2730 Extruded PVC Picture Window Limits Of Use Installation Instructions Approved for use In HVHZ: Yes FL14913 R] 11 ln5t 142L8J1,;2jf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14913 R3 AE Eval 1491&t1 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 12 1. Series 5800 Model 5810 Extruded PVC Fixed Winclow/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 RI 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https:! Iwww.8oridabLAiding.orgtprlpr—app_.dti.aspx?param=wGEVXQwtDqLtZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA'lo,3d%3d 3/5 2/15t2017 Florida Building Code Online additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 14918,13 m, Series 5800 Model 5810 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 14918.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window/Sidelite with Nailing Fin Installation Instructions EL 49',R3 Vfns Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No EL1490 R3 111' lonst 4213_4_21 Approved for use outside HVHZ., Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918. 14 for Design Pressure Ratings, any FL14918 R3 AE LvIII4918 14 2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FLJ4_118 R3 11 Irst 14918.15 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any E1LU2R3—AE_fyal BA12gLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 16 p, Series 5800 Model 58t0 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No ELL43 jRjJLLn5 L14 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 14918.I6 for Design Pressure Ratings, any FL142118 R3 AE LvALL4111,1§-=f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 17 q, Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidel(te with Flange Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No R 14R] 1; lost 14913.17,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14218 R3 AE Evil 14215.17,f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R3 11 In 14913,18.D(jf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 A ve I j",jj--L5—p_dj additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin 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 14918.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions FLI4913 R3 17 Inst Verified By: Lyndon F. Schmidt, P.E Created by Independent Third Party Evaluation Reports Created by Independent Third Party 43409 Yes Yes ht":// www, flaridabuilding.org/pr/pr_app_.Otl.aspx?param=wGEVXQwtDqLORj59`/*2fDrx2300PLxr2KHVtY2q3r%2bl`/`2fkKQkbg8iy9GAA*/`3d`/`3d 415 Florida Building Code Online 1491,8.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELI 1— i 4913 20 -If Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any E_L_I L9_18L R3 A E Ey —il 143 L 9_20,)d' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 40 Q Page I / 2 4* 0 Con a :: §Ql Qlj!r 5tone PI 350-4 87-1824 The State of Florida is an AA/EEO employer. CAgyngtlt Z007-2013 State of F120da. :' Pivacy 5ta PMPn A"e22(bijlry Statement t: R f n, n under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mail, if you have any questions, please Contact 850,487,1395. -Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, 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. It you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public. To determine if you are a licensee under Chapter 455, F,S., please Click L)gtrL. Product Approval Accepts: tzj WN ED a Cred'Gard Safe https:ltwww.floridabLildir,g,o(gtprlpr_,,appjtl,aspx?param=wGEVXQwtDquZRj5901.2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbgBiy9GAA%3d%3d 5/5 R'Xl., —IS, fl-d-1 P.-wadi is P-1 .=-1,44, !It, 18'C I U —S P. i3 00 Cl CL co A c) Q, Air— CL 11" f j rm ev -e- SO M I 9L 7. jji` Z rn rn L ' 0 %0 U, 01 will -..A c. w m wth 1 MAX. OVERALL FIN HEIGM MAX. OVERALL FRAME HSGKT - V V Ci x x 0 O 0 C) O 22t= to tp, SCH N. ............... Z No. 49409 Zo Shnnkll 7 IRt P.E. No. 43400 rijz-, gp BUILDING CONSULTANTS, INC, J. P.O. so. 2io. FL 33593ON, DE;i,Jl Phone No,: 813 659 91V7NOt)A, E p lyPI AL - ILIVAT " YESRESSURE5 & CU"Er FBPE C.A. No, 981.1 2\C. S hc.hnr B'd"'. ,o-'i. . ,"WI 1.91£ttc:ay zt .,:i9ab. 1 .'-w v r-"" W. N i n ti z r X 08 V F.m9.1YP.._.y. y No.43409 vr3. u i ` s=n0 xl oocomm,i. anae..a 6r. yyy .» I i i I n I _.._._..__ t-rnaon s. 5cnmi+li 'r '•.iONUS,,'. v rtJxE wt.n•w P E. wo, a3sog N t _ PAkT E A St>,{04Y. EIUILDINC CONSULTANTS, 5, INC,ING f Cc T K ; _ C t VoAkiF t`G 5 N fc% 2 id'j" g - Jii t / HJH7i'ONNAL d "fR"iCtd. J Ph Box : 81 .659c9, 7 33555N4` ,7:{'?. Cix GRC7S5 EC7iJt.K Pnone No.: Bt3.65est97 r,.V' Ic-w rBPE G.A. No. 9813 P,.t1UC 0—"q'lC - I g 001-)'Jl I 'T'll 1 —"4 "a ix IN 10in i5c), Z NO,43409 r7r' t t1. Ly d— F S.-idt PX, No. 1,3409 I IIIIA AN% 6VILDIN6 CONSULTANTS, INC. LIP rac P 0, So. 230, V.W—Pt, 335" 4ZON ALVEPTIC& CATE Phone No.: 813,659,9197 r9r-E C,A No. 9613 x twit C) Z MTM) zg 0- zro n all "i r) O.C. (TYP.) A—YP. 0 X wt Imy. W J CMAX. O.C.(TYP) 71M X In 7b moo 4' MAX, O.C. (TYP Z No 43409 s Lynd— F, St midi Rj,pppl............. PX, No, 43409 Y/171-56, 5 BUILDING CONSULTANTS, INC, P.Q. so. 2,10. VoWoo, rL 3351a5 ao" DATE ALIC9 MAORIW- .ANNPhone No.: 813.659.9197 4 0 0 0 VU22r) k v 0 LL A z 0.0in7, 7) r) z C 1 nz 0,05" 0.04V 50 0.75 n 4 ry j f ok X No43409 Ia.,, ann % schm;dj MCTUr,! 7 MNXV, P.E. No. J409 r, BUILDING CONSULTANTS, INC. by ! PLL OF &WMALS 230, V.M.., rL awesz- yph". No.; e13.659,9197 POPE { 1 A N,. 9613 2115/2017 Florida Building Code Online Comments Archived Product Manufacturer Silverline Building Products Corp, Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 onberrian@slbp.com Authorized Signature Vivian Wright rickwr_(Dt-wbldgconsultatits.com Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence 2[INC,,pjt Referenced Standard and Year (of Standard) S a Y-9m AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/l.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:,lwww.floridabt.ilchng.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r`/02bl`/02fkKQkbg8iy9GAA%3(1°/030 ing 205/2017 Florida Building Code Online ASTM E 1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELLL)IS R3 EqLir, R- t 49 IS j3 Sections from the Code Product Approval Method Method J. Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page riri1 Page 1 / 2 FL # Model, Number or Name Description 14918, 1 a, Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ. No FUA9 1j_Rj jj.-Ln5jj4j 1 8_1j2d f Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Ft 14218 R3 AE Eval 14918.t.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918. 2 b. S 2900/4900 M 294t-29St/494t- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL142118 R3 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, R.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FU421.3 P3 AE EXIII 2gf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 149183 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14213 R3 11 Ing 14918.3,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No JLja5_LjA9jj_4 pfjf Approved for use outside HVHZ. No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918. 5 e, Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952/ 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No &14218 R3 (n 4 1 J. https: lAovww.floridabuilding.org(pr/pr_appjtl,aspx?param=wGEVXQwtDquZRi59`/`2fDrx2300PL-xr2KH\ItY2q3r%2bl`/u2fkKQkbg8iy9GAA`/`3d`/`3d 215 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any EL 1-4 91 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.6 f, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No F4.142'8 R3 1-4 [t2at14 Approved for use outside HVHZ: No Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FLI.4918 R3 11 lost _1491 df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 14918,7 for Design Pressure Ratings, any EL1A212-31-AL&-vj1_j421L_7_,L0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h, Series 2900/4900 Model 2941, Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 In 49 f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 43409 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure- N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any EU!21a-R1-AL1Y2( !21i,129 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No EU4E0--R1JL-LQz1149 Ua-pdff Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other, See INST 14918,9 for Design Pressure Ratings, any FL14913 R3 AE Eyll 1421q 9,,?df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14918 R3 11 la5LI4213-19-01 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918,10 for Design Pressure Ratings, any FL14218 R3 AE ty2LJ12jj.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14913. 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14213 R3 11 [nX ,_L4U, ) f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any ELIIJIL Rj_Ag_jyALA 4UJ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 11 Ing 14913.12.Dd( Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: See INST 14918,12 for Design Pressure Ratings, any hUps:r'&vww.floridabuilding,orgiprlpr_appjtl.aspx?param=wGEVXQwtDquZRi59%2fDrx23OOPLxr2KHVtY2q3r%2bl%2(kKQkbg8iy9GAA%3d%3d :V5 211512017 Florida Building Code Online additional use limitations, installation instructions and product FL14919 R3 AE Eyj-1 4) _I JJJ. - particulars, Created by Independent Third Party: Yes 1.4918. 1,3 m. Series 5800 Model 5810 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 14918,13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVC Fixed Window/Sidelite with Nailing Fin Installation Instructions F1 ' 41),3 R311 lnst I -*IJ 13 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EUj_9jLfL3 Created by Independent Third Party: Yes 14918.14 n, Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EL14218 R3 11 taIL119 4,2dif _LLL-- Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918. 14 for Design Pressure Ratings, any EL149 8 R A 491 . 4. df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918, 15 o. Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No &14R] 11 Inat 14913.IS.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,15 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" WindGW/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No 4 f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14l additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918,17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/S(delite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No &14215 R3 H Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any EL112_a P3 AE Eval 149L5. 7f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 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 14918,18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions Fl. 14918 R3 11 Ins t 14918,18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin 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 14918,19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R3 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL, 4-1) 1UR-3 -A—EEyaL14914—L2s-qf Created by Independent Third Party: Yes https;.,'Iwww.floridabuilding,org( prtpr_app__Ol,aspx?parain=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKOkbg8iy9GAA%3d%3d 4/5 205/2017 Florida Building Code Online 14918 20 t, Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No _Fj',49,8 P3 171_[Ts' L490L2Q,)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918,20 for Design Pressure Ratings, any t_L14913 R3 AE Eval_149 3 20gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 42 0 Page I / 2 0 40 ortact Us : 2601 Baj, Stone Road.jjftd!jc F 99 ?.!L -4 7-424 The State of Florida is an AA.1EEO employer, Com,nont 2007-2013 SLdLj_2LFI9nd' , , Privacy Statement := Acc e&51bilitv Statement Under Florida few, email addresses are public records, If you do not want your e-mail address released n response to a public -records request, do not send electronic: mail to this entity, Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850,487.1395, "Pursuant to Section 455, 275( 1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address it they have one, The emarls provided may be used for official communication with the licensee. However email addresses are public rerord, If you do not -jri to supply a oersorial address, please provide the Department with an email address which can be made available to the. public To determine if you are a licensee tinder Chapter 55, F.S,, please click !)2.r- , Product Approval Accepts; F___] a Credit Card 9- aluhttps., Iiwww.noridabuilding.orglprlpr—app__Oti.aspx?pa(am=wGEVXQw(DqLtZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkL)g8ty9GAAII.3d%3d 515 4 6'ij";' ;"--. 'Y14- 0-J,, - SI 919t( 0A-9—g 1 a w !1) 0 rm so OR 5 6 ( 2) CA f5 0 0CL zz s I I a =ro E. 1.0 SO 0 < 10 so j, try 74.98'MAX. OVERALL FLANGE HEIGHT 74.0'MAX. OVERA, I FRAME HEIGHT 01 0cl o Zm No. 43AN LYndnn P, S.h—ldt ...... ... Ptf'TOPE WINDOW P.E. No. A3409 fill W PART BUILDINC CONSULTANTS, INC. TYIo:" 777777-'- PA. Box 13o. vmc., FL 33595 PPh no No.: 813,650.PI97 RESSUREf OCNEPA, 110TS1=FSPE C.A..N.. 9613 p.1lcllll--11`-I`- D,du'q AllJ-1 11, 14U 201!,Yl . 4—q 'l In C. J a 0 02 0- 1-1/4- MINI, EM8, TYP sc N.,43400 t D"-- P—.ea Lyndon F. Schmidt P.E. N- 43409 Tc7-0WT—r17 T5- OP ASKI El- ' BUILDING CONSULTANTS, INC. R7/V y Hl%VONAk & VFRT CAL CQOSSsrc-)S P.O. Box 230, VaIrlm PL Z3595 Phone N— B13.659.9197 L rBPE C.A. N*, 9813 0- r) 10LA EM&IYP, 0- Ro nil O:z Emo,TYP. 11114, MK Fma.Tyl'. No,43409 Lyhd.h F. Schmidt P.E. N.. 4 CNJQE W;001W 1 /-2o7i —i UPDATE TO 504 EV Elc r'A-". BUILDING CONSU'LlANTS. INC. P.O. So. 230. Valhm FL 3,3595trHORZOWAL & -PTJCAi Ph... Nb.: No. 9gr3 P,6,"AJlo- P,d", a)4 t 19 18 : i,, 4 f z 0 00 6, '-b 60 Z S ROOI 0 0 Z O.C. (TYP') 4' z 0 0- 4 c- qq oii 1 acb z- 0 0 z z I C' O' c MAX. FYN WMAX. O. C. (TYP.) —__..a No, 43409 Lyndon fTT) RF WINPOW JJOI r' A 1, ALRAPT OP ASS--',Q 9- rRAME BUILDIN' P. O_ Ph— CONSULIAKTS, INC, S.. 230, V*I,im FL 33595 N- 81.1.15WQ197 T1,LIZIANCHORING raPE C.A. No. 9813, R\ili r.n.5'erl:,e6 +'dine t:n.:cts 1".,[icriCa i•reui^#Pp'rvalriCi 14918,C a 3ltt lE's1t P$I 0j, IR;-c,d- SR W m m+ w v CCb m m 20 z p 4i i q i U3 1 o iE 0 io 0,24' —i C b A 7' r m Z F- C7 7 t sCFiJ r/o/''/i No.43409 YlJ7k : 4 u n g q __ i. Lyndon F. Schmidt F.E. No. #3409II _ t ' P1 rA E wrra, 7y t It PA#T C ? a5 A.dLY /,+ 8U14iNNC CONSULTANTS. INC. lQ tlP(inTL'10 TH Cb. (2u a F6C_ J+r _ i f M 7idlAL i.JiZIt1G L P.C. 8nr 230. vobico. F: 33595 gY Phone No.: 813-859.9197XZML & =1101N+CN'E FBPC CA No. 9813 m d W t v A GJ .... d CO V P 4J N JjJ N I7tG 0y Z N! m xG7 ro 74 O {71 ro ti I C7 pia q b m 00 N 70 l t 1 i i 2115/2017 Florida Building Code Online a "'g 'APA, fl" X M , A acls Home (a) I- Use, Req stlatlan Hot Topics Subn"t Surcharge Stats & Facts put)Ncauon5 FBC Staff Bcls Site Mal) Unks Search b(" j,Product Approval USER-. Public Userd Application Retail FL FL13192-R4 W Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc, Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie,com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng,zhu*jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng,zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Cigawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COC RT . Certificate of lndenendto,. PF Referenced Standard and Year (of Standard) Randard ASTM CI 186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv A -TM t qinnA'1 " https:/twww,floridabuilding.orgfpr/pr_.ppp_jll.aspx?param=wGEVXQwtDqtsk%2bGnUu47oqxmaHRnHI104CXwhKRqKDfTRrxWwZsbgA%3d%,3d 1/3 0411091" Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved sqrnTary o-f-I-Pro'cluclits - FL # Model, Number or Name 1111-1 11 13192,1 Cemplank Lap Siding Method I Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15 0122.04, 13192,2 HardiePlank Lap Siding Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure, N/A Other, For use in HVHZ install in accordance with NOA 15 0122.04. Description fiber -cement lap siding Installation Instructions t FL13192 R4 11 ER RIO-2557-15 Plank Shmale CMU.odf FL I R4 R 0-2577-15 Plank to-WSP Sheathin FL13122 R4 11 NOA 4,p f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports nk metal wood,odf FLJJ92 R4 AE ER REO-2577-15 Plank to VVSP SheatLLQ9.p f Q192 R4 AE N A - 4 Qf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions 13192 R4 11 ER RIO-2553-15 Plank metal wood,odf J3192 R4 11 ER RIO-2557-15 Plank Shingle CMU.od, R4 11 FR RIQ- S77-15 Plank to FL13192 R4 11 Install HardiePlank_Sidina,odf FL13192 R4 11 NOA 15-0122.04j)d Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE R R - 5- -1 PlAnk mptal FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FLIJ122 R4 AE L,M-2577- L5 Plank tg_A5? 5bgathiri f FL13192 R4 AE NOA_15A-122,04.Ddf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Approved for use In HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: NIA Other: 13192.4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant; N/A Design Pressure: N/A Othe r: 13192.5 Prevail Lap Siding Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL13192 R4 11 ER RIO-2555-15 Shingle metal wood.ndf FLt3j92 R4 11 Install HardreShino A no,odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal woo!!,adf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R4 11 ER RIO-2557-15 Plank Shingle CMU.mif FL13192 R4 11 lagall HardiaSbiagle_Sidino odf Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions https:!Iwww,Moridabuilding.orgtprlpr_app_.Otl.aspx?param=wGEVXQwtDqtsk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbgA°fa3ct*lo3d 2!3 2115/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other; For use in HVHZ install in accordance with NOA IS- 0122,04, P h- hul dfJL— FL13192 R4 11 Qj12NOA_15,: 2 d L,:__ 04 04Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports EL0192 _ PJ NOA 15-QIZZ.04,gd( Created by Independent Third Party: Yes Q : ; 2601 Mail Stane Et2: 4 7• zg The State of Florida is an AA/EEO employer. copyright 2007-2()13 SLata& Flglqd, Privacy Statement : A a I , : k) mier Florida law, email addresses are public records. If you do not want your e-mail address released to response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. wPursuant 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 emails provided may he 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 ass, F.S,, please click h=. Product Approval Accepts; VWL M El a Credo' Card Safe https: j'A,vww,noridabuilding.orgiprlpr_appjtl,aspx?paratln=wGEVXQwtDqtsk%2bGnUu47oqxmaHRnHIID4CXWhKRqKDf7RrxWwZ$bgA%3d%3d 313 Florida Product Approva- AardiePlankO Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank AA-7-1.0, Lap Siding HJamesHardie r::- FCT'VE SEP—MqE; 21,31 SELECT CEDARMILL" • SMOOTH - CUSTOM COLONIAL"' SMOOTH # CUSTOM COLONIAL ROUGHSAWN CUSTOM BEADED CEDARMILL' * CUSTOM BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANTFAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE"' PRODUCT INSTRUCTIONS, INSTALLATION OF HZIOO PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE— APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDI STORAGE & HANDLING: CUTTING INSTRUCTIONS re fit a KOCT 112 Xid PVC, A[A", 0i"' PS rq ',Xu, sc -x 'Sox rt cqwil t t 1-ni -x A lt., r AA ;Tvt,"jC, r It",ii els r, "'riki 1(,a 1' v (v n) el-iXf" 11, a irac Aqe' s lN, ',)(nem mr j,,av, Jafns st,,fx; -arlv .yet rc j 'i ,u Dt,vedwrt; 3 ov v' prnxer iwwi-acf utirzil': lx- -', - U,s, , ce A\,: " I"xit'k :41'z 714,ae i--,1,0s xwI, t, rq r ,e x urc r r a t a u f ertiit,ce 1, ,e NSljaa 6 c t xr i r%v,x (ir 's 'l, "watt k, X, 'w uirq -e,$ t-f x' i "'t t zj-er% AXA, 11X,,,t,;,. >Nr - r d:U a eul " kx,s r a . ..... ; t-,vs, ' a;-,,,S Te, ;rj.-C,s it-ct.d '11"'a"s GENERAL REQUIREMENTS: HardieP!ark cap S,dvg ar oe lnstai'. ecl ov,gr brxed ,vrjod )( steel studs spxd a rax iJ 24 or dfectly to !rw-1-wr 7 3 t;,ick 10SE See qwera1 faste1'01(j rt-,tjUrenrenrs, :rreguiar t:es r Iramirq ard si&ie0irQ -Ir 1?;rror T'roug '11-t 1,e flrlsra+ appilrat,on Informition in thug arnes I-af ie i,due sover f(,,am can t)e ct a ea= lit JH Tech Bulletin 19 a A ,fiaterres,st,ve 0amer s required v accordarce ivitil oc,.: bum4rg cooe r,,,quiramierts, TI,,e ,vat6f-res,s`w,,e bamer 'oust be appropriately rstal!led "IT" peretrat,or, and 1(xcticr flastlirg 1, accordarcl., %flt, xai Ow:d rgj -ode relit. rer,eitts Jar -es Hardie r vT is&jrre ro resporsir,11y for ,pater wfAraton, James Hard e does init-utacture Hardie`,Alrap Vieatt er 13,ar"ler ,, ri:x-,,'itoijerl ror-c pet-forale"I %vr, (,h cor,pl;es "Mr1"irl(firg ccde reiqulret! ("Irts Ittlihen vistalli,ig [,aule oet,1113 it) figs 3 ' 4 s1,usf 1011o"'Jec, A(Ijacert fr?sred gra-de trust s= io e3i' liai" II-e Uuddl(4 ri a(xordarceivitf- locabuddr'q ,:Giles tiPtca;Iyamil,11IT"um, of 6" it the fist 1 ' T' Figure I Double Wall 00 r',01 erne Hardier' ark aps!dwg v faiscin: or trr,, arr.iiCaMr-,,; Construction Cl i U-1 i" ii- f fl, - 1 -1 t M I Sw, ;(I,, IrS I u p, QUU-Zi RX, G ,f f " re!„at(' , 1. - I I 1 Hardleptirk iao s=d rq i'ay be rsta0ed oil flaf verticat viall applicatv's 0('1y For iargeir orojects irOudirg corrtmerc%al ad ultt-famJy prqetcls, ( tie Spar of We vail :s 3igrificart r ergtr Ire deslgrer tlyd.or au-h, tect sl?ou,d take rto '1'orv!erz(or file oeff,(;er,t of tttemlx exparsior vd -ro sturf, 7overrieri of tre prcflud r 0'e, r 10sl(jr, These wwues car be found .r the Tectri,,,a, Bu petit' ' Exparsim Ct-mcler St CS cf James Hart S dint; Products" at DO NOT use sta! r . w,, i!k ic uase paint. or povjder coa, Irg li, ,,a!,%ttts Ha cte, < t1l oduGts INSTALLATION: JOINTTREATMENT f,isle 0, t"I the twit 'Iewmen, ou'!Icns ar,, +"C!: i,f 32 A dWF1asn1rqj i'aulkv)q S 10' or Colo! Kro T fascils cis 1' 11aUWrg and cdo!-Plx, vdl t-,,; '! e 3,ll-e `,,,:rj'q Figure 2 i,V -Net -".,y a0014woi jA jmat?C cl) l ta diev%,"at" ! J`,Wt,,r aa., 00wt ,IZ Single Wall Construction Wli WARNING: AVOID BREATHING SILICA DUST j 'J,M,40"! ' d ..ar,. r a=; e ,j ttlCj-- x1t ;tr, J,:,'J t'j zXilli; j A r Ij 'it 1- t'f I 1 ue.f "r ewl tey,A J 1r ditr"?Y)" i: I" b '10t as J h lj,Ji. ]j, mum CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing As required sK by IRr, code mica 4' x 4" fV1t Do f not caulk in. V%2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry 1 Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS 3 131r,,d Nating is t"e InOV cd of III tallatco, for lap 3i,!ing 1%SCe Iraliirg 3,-(iJ(: '111", !')e us :+. i' 3QuWl(: ilv f(,r nigh mx! areas aarci must -ict ce ,sa(i n coniunction Blind nahc, J-lease see 1:H Tcc!, 1, 7 !or exerrptici M,en "L'J"q I Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Sidirg nail 0 09' shank 0 22 1 D x 2" Icrg) gar r, I00firlg11all (0J 121 " S'a,'IK X C,,s7 1' H,- x I ' Ic g Screws - Steel Framing o " b0e,; Water -head of aquivalert .%,o f x 1 1 '4" long 2;73 }-B) !ruV nenetrate tnrearls i^10 rnetal flzlrnirc, Nails - Steel Framing F PaneVist nails or e(,kjualew 0110" s,N-,,k x 0333 x '-1!2" lorql jails must penetrate cniriinlufr *,,4- oto irmal frain, ng. OSB minimum 7/16" 1ga, mohrg nail tsank x C,371 ' !-t_ x 1, 7`5' 1&er-bead , eIli ivilent 1Q. 8 x 1 5/8" lcrg 3' "D) Figure 15 FACE NAILING Nails - Wood Framing 6d ( 0 11 "" shank x 0,2CT' HD x 2" Icng, S,din nat 0 C,9 " shark <0 22' HD x 2" crg) Screws - Steel Framing bOe5Oe-, IeM r eqtjivalcrl NO, 8-, S x 1 -15/8 Ir"nqx 12", Hr') ",-`Icrews Iris! 3 tnr° a1,s ;nto rne!nl f,afnirg Nails - Steel Framing V pin of e(Ii dvalent i 0" shank xI1211" HID x 1 - 1 2" kxg lols -i?t 'v penetrate i1irimorn Into motil f,,-I;nrg 088 minimum 7116" 0 SlirXg nail C C11 Sha!' k x 0, 22' C, x 24" Figure 16 Minimum overlap for Both Face and Blind Nailing 1 1,4' Laminate sheet to be removed immediately after installation of each course for ColorPlus"I products, HS'! I 19-D2 4 3 GENERAL FASTENING REQUIREMENTS he J's'a ail`/ 10 6!,rei! e ia 'j—, xi1lus lrli ":1i"i I Ar, PNEUMATIC FASTENING cl s, ""ll!"g i U21! 'Gi"i 13C Is nt p, 'i,e s" its .,till -,,eli, Dile3 ' 11- is',11,-i!4, Y; ,Ieel f-,I--,'. ena s r i,)e, yv 'a of 3 ic c vefit :r' ec f "'A 9F 7 71 T1K'L VCCn anc: !0 iar', ! 0 f 'snall of ic coxed gaiv,Isr),J(, fli)sn CO NOT 0"i NC7 nizef: sIi?l ot t ekl:ld in3ccc,"r 3 or 2(0 [K- -)-)*C,t 9,5, ri Figure AFigure8ce, drive halls Staple WTE Pi.irlistfaf., [ av fc-' acoltcacle c all arti Bata cal B,JIl(!1i1g )1ve jitnsdjc,,I! '111'es oflil Gt.S It iCu ijlsuta ,onnoliance Drive fastene's 'oe!-" endicjlalo am" `'Zlfnrlg f18&'1S3'1GUk: iSOUg agavist v"rig t10 '11i fig Do :IG', 'JVef ;rive tall nedds, (" r (Ivlve 1„ils a± an ani'lle I' slaii Is 'ill !1al IclB an"!tt.tf I `iq 13 ririnq, llnv„n fails sii(_IW Do `x 'lush "At!, a 3!r'jClural el-ioe, is 11!'eSent Harr-lier,111"IK 3il001", Ste"'e"i „m',' scacinq ,s , in;, C`',B cr vcwl": onv ,vilen ,, "'( J"icral 11aring is Gf Yvaollcle Do not use aluminum fasteners, staples, or clipped head nails. EMMM D,',' ,NT' jSe oil, ak,,,as", :, at I! '-c'i%rq ;ar-4s P,cx,x:s ,arei av J flus, "le "mi! In 80, "Vi GI "'TTe_l G, ril-ec, , c("i, hC x,"vs eflcxlr', Icen Doi t1C,! oain! .vp' Fcr sees e4z i- ' s I,afnt si,te,1f1(_1xf1s BacK 'filling is ecor" re,,Icoc if ,ne sialitliq 1S CUT EDGE TREATMENT rainq o( pnme aii fipi( l i_;t etI,(jeS Ja( es' touc'! -.,U is A eC, to to CAULKING F,,. ft)esr ,ise an E1a,,St0rr(, y! t, Joint Seeds ,it ;1'ucr4,,iyjVq ,vitn ASTV iGC l',iS Oass 25 or t- a Latex Jot it Sealant complyrin .tit" A37kil C83,1' Caulki!1g/Sealan, must be wuliie(! n accor,!ance viVI tie ii, U, i iking,'sealant rnariufaactjrer's ,vnhb,,) Note: OSIQuad as well as some other caulking manufacturers do not allow tooling, COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE U C, x e snc_k; e 4 er 'iIt'inq ;a(-a,Sas d4Ii:tjeot consirzxn ,:ost iefton 1-i'vi jr 1icx5 scripis Ifid 1,111 nea('s isng 11re 1'?^Wvplus !,cnnokxjv i" F-L;C`1 _n, Jn(,"Jc' ,-,e f ZI je ,U!Cfl Ur, Ile f,:ar- agec IF"a Mvll le"", 1xdieillx* lar, stle;z n,ust oei irw,e(lix' i er invailition eacn, co"Irse F. Jl il cles '11tc 'N' x1a -Iuk r-ia i,, ner; a(JKS aie ,(,In "Gul G'Jcdl!us rml all o,ne, xn xiges 'Islnf -ne ;,slc'plus ir! Je c. wa s jvailar'je e(ldl ius r-lcuc? Note: 4,arits Hai Ile a.GS, ist vta,atilt ?l` ie "t JSK as d, 7. i .0_ Ha r"",, A;C!l J2, PAINTING JAMES HARME` SIDING AND TRIM PRODUCTS WITH COLOR PLUS "TECHNOLOGY fe!) !, awvvlo _"",res l"aryl_ -.,("crl',(--.,!"(,s "he St ace . tcarn,lf; r "nc x"'clif'JJar, f„le 3uf ace is rieanXIC! 'r l CC 'e"NcialS ze att mi"in -" n _Atcf"'xce "'lin ,Vll 03'1' 30("ns x-" L'(: iIC , 3,0k "ail c -1:0,C1 T, CT', 7Z).9, M COVERAGE CHARPESTINIATING GUIDE COVERAGE AREA LESS OPENINGS exposure) 4 4 HARDIEPLANK LAP SIDING WIDTH t 4 11 1 2 a n34 3,4 4 912 4 2 34 25 2c K 2 2'- 5c 48 44 4. 38 a 23 7 a 7 21 c 74 71s3 4- 2ro 6G 13 4 225 dG 5u 144 133 49 1-3 34 25 11cG 67 6C, 148 143 125 i25 93 2-522r" 83 1177 38 138 32 12 K 24C 2CC 92 17? 5c 1 325 2 t' 2' ' 7 4 C8 i93 i86 3 163 2 14 Z3' 28C 23-1 224 2C", 2CC 17-, I 17:1 11c 375 30' 25C, 24C 222 2i4 88 i88 AC'-' 32' 267 25a 23 229 2C4 2CO 49 425 341, 2183 272 252 243 2"3 2'3 58 36C 3cc 2118 267 25-1 225 229 4- 38k, 3'7 3G4 28 2- 111 238 238 4'-C 333 32C 296 2B6 250 25C 1s v` rage qar, s t ev! as a Ac,Jal 'Isage S S",rjec'' 'c ona"lles surn as ouilding ^:esqaj-a scps 1e, rescc!'61nllr"" Cr over cr Under u•roduc'- T ffi r, (,C F,3 E4,rtativ o ESR LK ap 34ing 5 Is 33tidaoje lllwndle r h ro "C i rfilmawnai ;er,Lnral -ode v "n'a and and he "C6 20cq i r F :mvna3 vt41 ajIling -!a,,1ieP3fv ac, ;,,dtrq S A,o ee gn,zw 'c" arciiotl3n A "re lolowwq Relp"t 11c Nffi2 3',ate a0 7or'dii wnq Fi -289 Dare 'akirf,/ Ioww N' No 17,3719 S eft 4 Maw",vs Ra,eaie ',,',k )f Aswar":e Eyiitatw E-C-23 Naw Yotk Mr, a 2"3'13, Y "W, A itwj Vso oe tr adaihGpji r", , cmarcr cocatry the Ju t",1661Y of INS 13 "''XV 1peclfic appll,,114v 0 1 3m, N,,, lf,zero e ray ema s a( -qEverw .r, emop s of 8t-e, Ivjl- " I", S a I jaires iazI* o'_^MkKgy fa e Last s a fig ve,ec Dace—^ vt 2- as,'ewq Systems Additional Installation trfumation, fiarrarties and fiarrings are available at N,N,,y ] arneshardre mr M, JamesHardie fS I I 11-9-P4,4 613 2/15/2017 Florida Building Code Online RCIS H001V L09 in Vier Registration Not Top.cs sut)"t surcharge stits & Facts Pubhcat'ons Fac Staff ficls Sao map UnkS searcl, dopfProduct Approval USER: Public User I Application Detail FL # FL1326S-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Rhone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave, Fontana, CA 92337 909) 349-2927 pingsheng.zhu*jameshardie.com Category Panel Walls Subcategory Siding 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 Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E, W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 51anslaCd ASTM C1186 ASTM E330 YAW 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELIM 5- https:/fwww.floridabuildng.orgtpr/pr_app_.!Il.aspx?param=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg*/a3d`/*3d MPA 2115/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 13265,1 Model, Number or Name HardieSoffit Panels Method I Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15 0122.04, Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions L11255 RZ 11 EB RjQ-Z554-A5_5 fri w rl Sal nrlf Ft 13255 R2 11 Install HardieSoffit Panel.od, FL13265 R2 11 UQA Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE R R - 4- nffil, vu-i,i mrit,l r FL11265 R2 AE NOA 1S-0122,04.odf Created by Independent Third Party: Yes n 9 :: ng 2gad. TallabAU_jj_ELj2M Rt j 7 - 4 The State of Florida is an AA/EEO employer, QaXoght 2007 - ZQ 13 State of Florida.:: eaXa,o, ri: ; j, r m n Under Florida law, email addresses are public records. If YOU do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the Office by phone or by traditional mail, V you have any questions, please contact 8S0,487,1395, -Pursuant to section 455, 275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they have one. The emailis provided may be used for official communication with the licensee. However email addresses are public word. 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 tg_rL. Product Approval Accepts; 9: 1MEE0 Credit Card Safe https:; Ilwww.floridabuilding.orgtprlpr2pp_otl,aspx?parafTi=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkiie9YuS%2bAvrIW7KTav2gCcCpg%3dOl.3d M Florida Product Approval HardieSoffitO Panel 0 For use inside HVHZ: HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieShingle"'"M-1-0, Siding 9JamesHardie I- i T - - EFFF(,TVE S,'PTEMBER 2CA3 STRAIGI) G S T,-k GG E D E-DUL, HA-f HOUNDS INDI`IIDUA SKN(,'LES r Te n, e"MG, IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING (CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE' INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT W"i"V,HARDIEZONE.COM OR CALL 1-866-342-7343 (866 9HAROE) STORAGE & HANDLING: CUTTING INSTRUCTIONS at, aattC olay es;,(' irm*aq., 'it 'I 'It r j if,a P tx rq i'X or r v, a, rl 11,a arks 211(! ! rwl jarne- T 3 3 10A msfxrstbh. tor A Xle, JI-d -E' f,ai; s;T (1' D " ol, i''rTN"'S'Gr .f -+' •PA !xc. w A,!, l o ""u"". €ACC UY mv.s, -a 10 1 .va, 'i -s rq 0, 1'(3 "el k`h !,, M ve Tcam, i "'ji a., vq "',T"A (,("t; ,!X 5,S 1,KSLP>.aa x',A, 11:ex mw' C-I`Q, 11"Wiv,", 3 -,,,a r'i GENERAL REQUIREMENTS: sidw car,, ille lnstalle ! ov. "I aC el SIjc!J 2 -;r,!ctly :0 ICK 511 lnfornlcrlotl On f1s, 3111f)", -,,Ires Harlli" :,r("'duc:s ,ve! ,,2 kxat,cl in JH Tech Bulletin 19 l+ v,,vv vatel 'esistive, 4s equwtl ,n xcor ance vtt'j kcal nulIcIng, "'sts"i've, 'I'1 pr Club ce Tic lunnor In "c-' r,"ance, m1l 'judclnq cuc:e ,,Ill 11SISLI11"t, 10 "IX'c'ns0flit", t. Nxer utf,L E,;I'. ,v',es kar!ie :(;es r- an1uI`a0;re 11Pifner hat p'l a )0III V10%e"I oll roricm)cuse"";rafl' cnrll;.or,s ixn ox!e INI'len trst"'Iling Jar es oroducts all dearar(-, In `ig3 1 2 3 4' 5 6 &7 1-`us,l e Adjacd,it finjshe(l grade must slope xvvay 'Iom t!)e ouilwq In acfm("c Ianvilltl local 7 x -1 r-wilf-IL"m of 6" In "le q DC 7lot rWjl vates lialtje Pcdwto sucn !na! Tey sluing lue installeC GII elk,,V '' call i(-1,rAicaxns ct*j DO NO' usa 3tam J0akjc! t~ 21Se Ila!nt, or "'n Jaines Ha dle pm'Oacts CLEARANCES Install sicing anc 'nr) x(;(!Llc', In Nlaintai.) 1 Jearxica oe.v e, -;al"10"", for IelalcHarr.,ie ne lxvc!, of xI. Ing arld Ie acpcents !ir"Isn" d 'y'lce, Figure 1 Figure 2 r7-7 T 2 in Ali awl:a( n " , ?, Figure 3 A: tae juncture ),,' Ilp mof ana i-e— ical tiuOeac- s I*Ic' cwnf3t4!!Shwg :-,? slalle,d w 'ne rxfing lnat!jc',Iorls deamnce c' e'Viet"n '9cctinf") arc lt,p r(t, ot"! adge If th, ildvir'j, and Vir, WARNING: "010 BREATHING SILICA DUST n f!Wlf'qI, II, C! A j r,s "t-,( 0,1.tt A,Jrn Ftr 'qr ,Lsf„ tI e„ ;1 i nr _ tt _.£ '!I--,`` K,!jz, ;t 'd IN lw SIA", Figure 4 n,n 3 jar-. " i-amlf Ynd noI 'zootal flasNg lot Figure 5 Figure 6 gutter anus end cap 350d Figure 7 7-1a. ===== KICKOUT FLASHING a slcpeo cone of Jhe rnotccai fiasninq T" e roof h%zt c? w trf asnr- ,, of ef the rNof tormwWas irs,°all J K,Gkout to cl.flect water i Is, :, os' !v ills, zill a r"n "ne I11 arw) en Gf—e acK Figure 7, Kickout Flashing w'i's -:-,,,W' i;enifw. Ine slgirJvj xld ?Ie % t,f 'ho 4 rs* 30 a 'X(Aur as r juiied by PC cde R906 2-83 ' Mi"Ing 3-all "le a M I" Qf 4" 1,igP and 4 ' iNrde, ,lines Har ri re,-, mi-nands 1,!ie <irkGut be wlglt;rl J)(xWt er G, 1, C anaxiinize wite (Ia lert Or TRIM CONSIDERATION: rim, 'hick, es,; is rl?tCet! as Fa, klis awh.l, a r'lecm:ifcug(il' > i", a"IcTional, fir, I,— Canclace a 3catcctxlce, F!gi 8i'ti'T Figure SA Figure 88 Figure 8C Fig re.80 GABLE INSTALLATION: BLOCKED PENETRATIONS Pnetrl!rcns i(10 as boss , 1,., ''ir la,''of aucn as Iryer'ierilt3 sncul,nave a "'I(xX rm "Ir)tjrxint ot rene"I T'C"JI Installation over sheathing is recommended (Required for Individuals) for gables.* I Hild 11"'l -. aqlW ,;Tila ('' p-jr J jo,ir Girle nd 3rat., a aLW,( inF 1,1(,,,,vf1 2tJeasw: cot '6 * c Wh 'no lPf, and 'tne 'i(PI of 'n,, line and 311i" a aliltt wo Measwe g) 2 if yru iia o,,-f a -ccf line GI if ICU alra a hanc: I= set the boftt— of aar 1 7 ,,, •'V inl place ,("Ul 8 .0 sta:',,. 1"'ourse %ttom, le ei ;vtl) 1ie ,Iclror' c'Jle a.a atm; 6) S('l Your first , wi ot Shingle - starting the first ilpacU at the verla; A hie left of If you ara using staggere edge.,; shingeT,je first row to the shortest rirgle Iergtnl O'ne, live IaIL Vely atxii Kej ,vayq5ce, fdl Iflel ','enter N,'l cl StCjy i,,y 4eyv:'o s,* lers) EX 3lue Df,ts in lail jaceir"':lt C %,i Uswe x, ',-ll,l3.ralgw of 6" ?cqe Vi"', lal" n ,;auk we 'C cl, ire ",ill[ Siaf', It qje (, entef jet I l Qv, j'jjIj ' Star. It !hg Ai vuu "fork ir;w (e pole 1-lake "Co Keer'ur :"r piec's ",ill JAe ',-,e :ne ,ges ""t E Wing into trim lea,e, j 1 3 G,I,, fcr ( Gveinent anc Caulkii iur", sl"xig -alls nn ;,e -31— nll n 't'e .cqes D, lof -all c irls!at, Figure 9 Figure 10 Figure 11 Z/ X / 41 Figure 12 Figure 13 Figure 14 t Ji,, J, r, 111 < I r2 5 t,I ' HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Figure 15 JIerll 1 4 aird "!Kx 4 HardieShingle, Staggered Edge Panel Installation fit "C'Wac, `c I, n Idjppngcf :ne (-"Ifrs, C,,,I;lk s :v vll ii, :,,or ,16 arxt panels oaids,fgs 15 & 17). Ensure ka\pvays do ro line ur or suk sequem coutses VIltler Sil r, 'hen irk all a, ""tce, r-x "JePlail", !ar 31cr"q ------ 2" Plar;s : rst panel so that parel end cantefswef stlid. `rim parel as reeded Eut, the 1,jt 1,nd inti) Via) 3S sho,,,,r, jiqs 1 1 7; Whet installing ovef a Oarc: Mai'l :t J_ j 7, fn gap 'Or wa!er-lesisilve barner, sheathing it It 7 is Nei Nall —1 6" ails AREA f, - 1 1 r1i, Sr 4 -,)ar bMveen bettor or c: 1A nrp caursa trim first panel aryr:,v at iurfaca leav I , 1 1 $ 1,4" 11 secure lea vinQ " 8 ' iac for caulk x *rwn arw coniiwe ,,,p ,0,ir3e to hit center of Hardie Plank` starter position nails on nail line and secure nto framing furthest stud iap siding strip alnirg trie vvail. Only when application is to minimum 7,16" thick ANPA rated sheathing. position nails on nail line spaced a 4! Star!, "tit) 3ac"111 Cow 3e, D", r,.,r,ovin,) 1),e ecuivailent of one fijll sruc maximum of 13 14' o cAllow 18" from panel edges av P/ (15" r)r 21" OCI 39311-1 aputIvig tile cut ond into the trim 1 figs i5 hvs is 'r, ,, ri-vent nar L,m ReceW r 3 Steps 5 5 wirin gap fer Gautk Star, i lll 3! f iIJ 1Methis corrse, !,,y i erpoviny I ne equivaleot t f cav ties if qs 15 & I ?) Ind I e(eat Stet` 2 IF . ...... t1i 'ontinue jr tre vail st,:,s 2 Atcugt, 6 ititil :4.1,avuu! !)el(Jj-,' iS third It 6., course t I L second Note: For aestheticpurposesyoumaytrimthebottomof the panel to create a straight first edge, If doing so, ensure all cuts ends are T Course property sealed and painted (fig 14) 71F Figure 16 I 4"gato Do not caulk, band boars! HARDIESHINGLE°" STAGGERED EDGE PANEL COVERAGE Pants rry 3Ioe,, vall acsilcations Ire avaltarle, in 48" lenglrs plecS l-'e'deu (- t;iie 3(.;Ua,e a for $,Ige,," i-ia(,,, i-,titrgl, oartels in itll;shqii, nf -'clr'ilvis 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION Maxit'nur, LxxS41'e of 7 REFFP S7,A""JoUPED EDU 1%' RX110W) ABCVI Figure 16 Trim 1i$' min t 15" or 24',[ 'Nat!f4esistlVe 1tFj min for Q, c U Irr'e, gap for caulk caulk T__ sheathingsheathing 7 third I 7" O + x, 7" second 7" coorit, + 15-114" 1 ............. pagers panels first 4 011rle Tf second tarn first pane, I'd Course tohitcenter of HardrePlanr,' starter furthest s"A tap siding strap position nails on rail line and secure into framing Only when apprcat;ori ni to minimum N6* JhvcIr APA rated sheathing position nails on nail line spaced a maximum of 13 34' 0 c Allow 18" from panel tidgeS HARDIESHINGLE\) STRAIGHT EDGE PANEL COVERAGE k, .irzitcaiorlls are a,,, akicle -'' ieng"Is S A is!1!2! _P3; 5 S Q Z, t4-9, OFMEM HARDIESHINGLE" INDIVIDUAL SHINGLE INSTALLATION a 1C, ,: r " f !,' , C W, Figure 18ir, Min 24 3.ed'al"! 5 is gap for 0 r,e r Fastener Requirements caulk C, 091" 22' ' J-D 2 v,f 6,11" llw!X APA snear lit rg HardieShingle-I Individual Shingle Installation oue to ove'laorrig le v"Int'-, ;s 10 or pit '' q jpf- kit rirr !,,cards snriqles ,, rlixirt iur-, 1, 4' aca anc; ke:ril? wirrmum lap lg` 1 i/2" oetweei, succ?sse Coer3es (fig '91. 15 14' aC a 1 41 ,Jlcf6 siong siar-, ar course. 21 Install first shingle ftof- z11e ,,nd aout7ing Instillwides' P3r' Qf shingle placed down't'lards, stig, I K 3P11nqle, I a titg 1 1 9" gx,,) < „auk (r vii" Wirut? course along lllr,,val stafl `ll I , p secondGourse ipaving a 1-rill"lurn lap w 1 SiiCG;:1s3l,1() ( 101utse,, again r,,,jn fne enc arkitiinq .he trfr Ra:,,eX Continue on :rtt` 11I `t'.^tt ! i(,g ite,s 2 lmrxgn „,5 k "eactled HARDIESHINGLE' INDIVIDUAL SHINGLE COVERAGE hllnqleS fcr sioe"will jPckaknsafp "vict"Is ais' 0• one 3CLio`,_' CSQ Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 101, 3 15 Figure 19 HARDIESHINGLE " HALF- ROUND PANELS INSTALLATION Fastener Requirements C, 0,83" x C,, 137" K2 !-rngsnani -kiw, asteninr Ha(,,,!iP1;nwkjlt, HalRcur-,u palje,13 fq,,j, rj(fC:tit,` ,APA rate sneiiktirty. Figure 20 HardieShingle Half -Round Panel Installation ;rirn board lns;all HaiJe"ShIngle panels 'An Joints tut"ec'. In Du lorlik (I Jf ihe ,Gins, railk 'i, kci els 3 gap i boar,,,s, (f:g 2,,,') Enswe keimay3 cnot lint, -n otlrses for auik nscall a ' -1,4 Stak-,rT i,n j 3 , xie la" sicing at~a"C'ur 's e first pxol S 1 t,'at ^in,,,lto ie,odod, But', Je lut Ono !nlo In) as srow, ff! qs t l,,er nstalliq Shingles J UIC, 111•12<_,n", xn7 Will Oom of sicing ard flashing, ec, ,..a '1.. 14aivfr,,g I Al 24 ucagar cUr',1l'g rtle CLA iltO '-,t ,!T` "g c11 T111S is Fleo, at Star, nll-! -ow"e ""Y 'ne TX: ard r fceat st," j, tUMo ) e 2 rf- i l ",ell, e; HARDIESHINGLE HALF -ROUND PANEL COVERAGE P%ir,,els :,t C4, 7" ciostion nais an nail fine a al:,, 1 mwirruir 318" from edge Harr:; eF1r3nk' sliarte( 130 siding strip DO NOT NAIL 7HR0UQH l HIS AREA I water-reirStive space shingie5 max 1 4 apart ea,,e a min lap f 1. 1, 2' betNeen Ants in i" Cceslle 0(ase correct aiiqninent position natis nto framing tp^ t b s! panel 1 1 4' hrougn Previous M;Fses 0 hit tUrlhaat Viso st3r,,er itnp 111Y aner, awicalkar, is to Minimum '!16' 91,Ck APA rated sheaftng position ralis j-' 4' latcjiePani, soared a maximum 13 14" 0 C, Allow 3 3' from Hare, ed es lap S,6ng uS 21 P,1 : 5 '_1 CORNER DETAILS A, Panels butted against Corner boards. B Panels butted against square vicod strip on inside corner, flashing behind C. Laced outside corner D. Laced inside corner, Figure , rnininiurn (I") thick trim —1 I i 1 WINDOWS AND DOORS Building wall components such as windows, doors and other exterior will penetrations Shall be installed in accordance with the component manufacturer's virrr,en installation instructions and local building codes. Where windows of doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion, James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardier products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report, for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local building Codes have specific jurisdiction, Consult James Hardie Technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and [raining, Fastener heads should fit snug against siding (no air space). (fig, A Do not over -drive nail heads or drive nails at an angle If nail is countersunk, fill nail hole and add a nail. (fig B) For wood framing, under driven nails should be oil flush to the plank with a hammer (For steel framing, remove and replace nail), Do not use aluminum fasteners, staples, or clipped head nails. rIns =\ flz 017,11 countersunk, 110 V—'\l fill & add hall Q9 snug flush Ezi DO NOT DO NOT Figure A Figure B under drive nails staple James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended Set air pressure so that tne fastener is driven snug with the surface of the siding. A flush mount attachment on the PrIeLlinatiC (001 is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a Smooth faced hammer - Does not apply for installation to steel framing) CUT EDGE TREATMENT Caulk, paint or prime all field cut edges, James Hardie touch-up 'Kits are required to t0lch,UP CCICTPILS products. CAULKING For best results use an Elasturneric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with AS7M C834, Caulking/Sealant must be applied in accordance with the cautking/sealant manufacturer's written instructions, Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING 00 NOT use stain, of,'alkyd base paint, or powder coating on James Hardfe' Products. James Hardie ` products must be painted within 180 days for primed product and 901 days for unprimed, In addition non ColorPlus' product versions of HaroieShinqle' Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet, For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. COLOPIPLUS' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet sot cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose, Touch up nicks, scrapes and nail heads using the ColorPlus Technology touch up applicator. Toucn-up should be used sparingly, If large areas require 01,oh-UP, replace the damaged area with new hardieShingle' siding with C0101'PlUs Technology. Laminate Sheet must be removed immediately after installation of each course, Terminate non -factory cut edges into trim where possible, and caulk. Color watched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus technology edge confers, available from your ColorPlus product dealer Note: James Hardie does not warrant the usage of third party touch Lip or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie toucri-up,will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE SIDING AND TRIM PRODUCTS WITH COLORPLUS " TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 0 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie I Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the CGIOrPILIS touch-up section PECOCUTON, 11 accordance', 01 iCC ES Evaivaton Rexxt ESR-22990, Hardiestaxiie ap Siding s receffirwed as asuitable aiiemare to liat specified n: tv 20M2GYi932012 nriftriatona! Fie-sx1criz Code or One- and T%4 Farn(y Dwe,,Airgs, and lie 2006. 20% & 2012 niematorix BuAlcq Code FiardeShingio an sxiintis also recognized V applotori €fl U fol!owng: CAy or Los Ange,,,es Research Reftor, No 24862, State of Forda listxq POM9. Dade County, Fada NCANo 02-0129 02, J S Dept of I IX Materals Release 1263c, Texas Ceparment of Irsurar" Product Evalualor) EC-23 Oti of New York MUl, 223- 93-M, and California DSA PA-01 9, These rixurrents; slord also he consorted 'or ao0,,aiat plormarxin cox erring she sulability of this product for stimft appi,calieris 2013 James Hard Bu;dkUj Products, he Ali t;grtls reserved Please visit ,wAufameshardie,corn for Additional M, Shi, 31A 0 delote eadomarks or registered tradernarks; of Product information and Availability JamesHardie James Hardie T ailitiology L-Wed. 'i` is a reg sleed Installation information, Warnings, and warranties trademark of James !inu mesHardTeclogyLimitedH 11SI 1 11 2125/5 6/13 2/15t2017 2 ba ecis Hoene ux) In user Registration Hot 7oph:s Florida Building Code Online dProduct Approval USER, PUWIC Use, r Application Detail FL A FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aiuminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost0aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email IN 4 F5C SWI KIS S,tc K)p Lmki Search Category Panel Walls Subcategory Soffits 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 PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence F1.1219-I_a3 COI _ALCISQ01 Evaluation 7e rt 20'UIC ILI' Soffit df Referenced Standard and Year (of Standard) gAn"Ed YA-41 AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https:ilwww.floridabuildir,g,orglprfp(_!3pp._dfti,aspx?param=wGEVXQWtDquk24AUC%2fEHMrNrkL4bysAL,EZSXMIsX5GEO%2(lC>(zYpyxA%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels installation Instructions j L4 R 3 'A 0 I EWUL2n Rgaql 114 F BC-' T s2fLii'21 Verified By Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports Lur (-I fs pfff Created by Independent Third Party: Yes M1211t: a5k) 4 biLlry a W n R und tdtem—nl The State of Florida IS an AA/EEO employer. :: &ccessi_ _ 5 tLUnder Rondo raw, email addresses are Public records. if you do not want your email address released In response to a public records refAuest, do not send electronic contact theofficebyphoneorbytraditionalmail. If you have any questions, please contact 850,467, 1395, "Pursuant to Section mail tothisentity. (mlead, the Department with an email address it they have 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter ass, F.S. must provide with thelicensee. However email addresses 6r, public record, if you do not wish to SUP01Y a one. Theentiul$ provided may be used for official communic"'t(on To determine if you are a licensee under Chapter personal address, Please provide the Department with an email address wih ccan be clmadeavailable to the public. 455, F,hS,, please ick , Product ApprovalAccepts: RE 99 Ej El fired"': card, Safe https:llwww, floridabuilding.orglpripr_ app_. Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALE-ZSXMjsX50EO%2flCXzYpyxA'lo,3d%3d 2/2 k'ITY EDTRINIIR EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 99503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09-112 FI-12194-112 Date of Issuance: 02/26/2009 Revision 2: 06/23/2015 SCOPE: This Evaluation Report is issued under Rule 6IG20-3 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. The product described herein has been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING. Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710,9, 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. TrinitylERD 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, plus a 16-page Appendix, Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1933 The fac-4o seal a ppcanog was awh.oled by Robert Nimmeo, P.E;. — 06j.13/20 15 This does not so" as an 009t1.1.A11Y sq-d docu,—t. Signed, sealed 1—dcopie, hase been t,aomwed to the Product A;,D-0 Administaw and to the named client. CERTIFICATION OF INDEPENDENCE: 1, Exterior Research & Design, LLC. d/b/a Trinity I ERD 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, Exterior Research & Design, LLC. d/b/a Trinity I 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 I ERD 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, I TRJNJT* ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement; Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property tanclard Year 1404,51 Wind AAMA 1402 2009 1710.9,4 Wind ASCE 7 2010 3. REFERENCES: tat& Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL(TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST 157 7) Wind Resistance CTLA 2076W 10/04/2011 PRI (TSTS878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp.06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections, The reported net free ventilation areas are 22.3 insJft for the 16-inch 'full vent' configuration, 11.1 in'/ft for the 16-inch 'center vent' configuration, 12.5 in2/ft for the 12-inch 'full vent' configuration or 4,2 int/ft for the 12-inch 'center vent' configuration, See Appendix I for component drawings and Appendix 2 for installation methods, S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD 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 FBC FiVHZ jurisdictions. 5.3 installations shall meet the minimum ventilation requirements of FBC Section 1203.2. SA Limitations relating to design wind pressure resistance are provided in Appendix 2, 5.4,1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project - specific design wind pressures, The MDR for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10, 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5,43 Use of Appendix 2 is limited to enclosed buildings (GC,i = + 0.18), no load combinations (K,, = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26,81 of ASCE 7.10 (K,, = 1.0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required, 5,5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report A13360.02.09-R2 Certificate of Authorization #9503 FLI2194-R2 Revision 2:06/23/201S Page 2 of 3 TRINITY ERD 6. INSTALLATION: 61 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6,21 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.23 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7. BUILDING PERMIT REQUIREMENTS: 7A As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7,2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09-RZ Certificate alAuthorization #9503 FL12194-R2 Revision 2: 06123/2015 Page 3 of 3 PZM F- CHANNEL A3Z8'i ALUMINUM Exterior Research and Design, I-I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Niernmen, PE-59166 18' BLANK 3 / 8 PROFILE 0.125 ITYR TRINITY'ERD 50 TYP, ILH U 0 U D Lnj 10VRS FORVtO Vi SAME DAECTION AS RleS, Evaluation Report A13360.02 09-R2 for FL12194-R2 Aluminum Coils, Inc, Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 Exterior Research and Design, LLC. d/b/a Trinity] ERD Certificate of Authorization 49503 Robert Nieminen,,PE-59166 TRINITY ERD i2- 5m ?Am£. Evaluation Report A13360.02,09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRINJI-Y ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 I & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2-3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4•5 A-3 4 12 J-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-I 5 16 F-Channel (nailed to wood) Fascia Cap +25,6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 / -333 9-10 B•3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 -36.1 11.12 B-4 8 16 1-Channel (stapled to wood) Fascia Cap +23.5 -31A 13-14 1, The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2, "MDP" = Maximurn Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9A for determination of project specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, 3: Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4, Tables are limited to enclosed buildings (GC, = + 0.18), no load combinations (K = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26,8,1 of ASCE 7-10 (K,, = 1,0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5, Reference to 'OK` indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30,4-1 of ASCE 7-10, 7, For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system, 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A13360,02.09-R2 for F112194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 TRINITY ERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. FSp.mgMax. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Psf) One (1) nim, One (1) min. 1'/,-inch 3/8,inch head one (1) min, long x 0.072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o c diameter x min. 36" o,c, 40.0 min, 1,25-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min. One (1) min. I Y -inch Concrete 0,097-inch One (1) min, long x 0,072-inch 2, 12 or CMU diameter T-nail 24" o.c, Wood 3/8 x 3/8-inch 16" o c' diameter x min. 36" o.c, 40.0 block or stub -nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedment ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. 1--PAINTED S.S. 1 3/4" TRIM NAIL, MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinity I E RD Evaluation Report A13360.02,09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 TRINITY ERD Table A-1a: System No. I & 2 - Exposure S Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 4 OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h 140 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 40 < h < 50 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50 < h < 60 5 OK OK OK NO NO NO NO Table A-1b: System No, I & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 4 OK OK OK OK OK 0 < h < 15 5 OK OK OK NO NO 4 OK OK OK OK OK 15 < h < 20 5 OK OK OK NO NO 4 OK OK OK OK NO 20 < h < 30 5 OK OK NO NO NO 4 OK OK OK NO NO 30 < h < 40 S OK OK NO NO NO 4 OK OK OK NO NO 40 < h < So 5 OK OK NO NO NO 4 OK OK OK NO NO 50 < h < 60 5 OK OK NQ NO NO Table A-1c.- System No. 1 & 2 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 5 OK OK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK OK OK NO 20 < h < 30 5 OK NO NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40<h<50 5 OK NO NO NO 4 OK OK NO NO 50<h<60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A 13360,02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 3 of 14 TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side _ channel Max. System No. SpanMax. inch) ner Spacing Substrate7SubstrateFastenermin. h312aples24' o.c. Woodond TRINITY ERD Eave Side Soffit Fascia Cap Max. Max. MOP Fastener Spacing Fastener Spacing Psf) One (1) min. lY.- One (1) min. K x inch long x 0.072• 4&0 K-inch crown 8" o.c. inch diameter x 4&" o.c. 64 2 staple min. `Y-inch head diameter trim nail 5Q TAP( OPEN RAFTER; M ( N PATT RN 3/4' x t /4' 1 L i TAB CROWN STAPLES srw rs t USING A DIAMOND FACIA BOARD i PATTERN I y FASCIA CAP 3/4' x 1/4" CROWNaCtA BOARD I STAPLE "a" ON CENTER Pt-3/4"TRIM NAkt FASCIA CAP" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED wm+ THE G.C. ' x 1/4" KNUNG FLANGE UP OR WN STAPLE DOWN SOFFIT-'}ax . SOffIT wGDo SCIEFIT FAS (A SUBSTRATE TAI Table A-2a: System No. 3 - Exposure B Basic Wind Speed (mph) Eave Height(ft) Pressure zone 110 120 130 140 ISO 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 0 < h e 30 5 OK OK OK OK OK OK OK OK OK NO OK OK OK OK OK OK OK OK OK OK 4 30<h<40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50<h<60 5 OK OK OK OK OK OK OK NO NO NO Evaluation Report A13360.02.09-112 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity] ERR Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 4 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Table A-211bt System No. 3 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 180 190 p <h < 15 q OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK 15 < h < 20 S OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20<h<30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK OK OK NO NO 30 < in e 40 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK OK NO NO 40eh<50 S OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK NO NO NO 50 < h < 60 5 OK LOKOK OK OK OK NO NO NO ON I Table A-2c. System No. 3 - Exposure A Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 4 OK OK OK OK OK OK OK 0 ¢ h 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15 ¢ h < 20 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK I OK NO 20 < h < 30 S OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h ¢ 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK OK NO 40 < h < 50 5 OK OK NO NO4qOKOKOKOKOKOKNO50h < 60 5 OK OK OK NO NO NO Exterior Research and Design, LtG. d/b/a Trinity(ERO Evaluation Report A13360.02.09-R2 for F112194-R2 Revision 2: 06/23/2015 Certificate of Authorization a9503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TABLE A-3: 12-inch Span, 1-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wait Side Eave Side Channeito Substrate Soffit to !-Channel Soffit Fascia Cap Max. Max. Max. Max. Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1/.- Three (3) min, #8 x One (1) inch long x min. : x Y.-Y:-inch min. K x 0.072-inch r48.0 4. 12 wood inch crown 24" o.c. long x 16" O.C. woad Y.-inch o.e, diameter x min. 48" a.c, staples in a 3/8-inch crown X-inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER 1 31V Kivu. 5QEFIT STAPLE GIST 1 N _PATTERN 1 1 DETAIL FACIA BOARD I` " rTAfIKSarTIOVAStI x 1/4* CROWN STAPLE .24. h AK CENTER USING A O"OND PATTERN FASCIA CAP 3/ 4" X 1 /4" CROWN FACIA BOARD STAPLE " 9" ON CENTER T-3/44" TRIM NAIL, J - CHANNEL 1-3/4" TRIM NAZI PAINTED S.S. PAINTED S.S. 48" w.cR n,x i.) # x —FASCIA CAP lra• s l/9" head O.C. 3/ 4- X 1/4` diameer. x; a zer. CROWN STAPLE I..... SOFFIT—mx. :?-.it.cF: al:a; SOF ("-""-"_ I_..._( WOOD OR BLOCK 5QEFIIA SUBSTRATE R C'T A I i Table A-3a. System No. 4 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1S0 160 170 ISO 190 200 4 OK OK OK OK OK OK OK OK OK OK 0< h<30 S OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30< h<40 S OK OK OK OK OK OK OK OK NO NO 4 OK OK OK Qk I OK I OK OK_j OK OK OK 40< h<50 S OK OK OK Qk OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50< h<60 S OK OK OK OK OK OK OK NO NO NO d Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 6 of 14 TRINITY ERD Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 11Q 120 130 140 ISO 160 170 1g0 190 4 OK OK OK OK OK OK OK OK OK 0<h<15 5 OK OK OK OK OK OK OK NO N4 4 OK OK OK OK OK OK OK OK OK 15<h<20 OK OK OK OK OK OK OK NO NO OK OK OK OK OK OK OK OK NO 20<h<30 OK OK OK OK OK OK NO NO NO OK OK OK OK OK OK OK NO NO 30 < h < 40 MOKOK OK OK OK OK NO NO NO NO OK OK OK OK OK OK OK NO NO 40<h<50 OK OK OK OK OK NO NO NO NO OK OK OK OK OK OK NO NO NO 50<h<64 O K OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure 0 Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 260ENOQ < h < 15 4 OK OK 4K OK OK OK 5 OK OK OK OK OK OK4 15 < h < 20 OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK 4 OK NO 5 OK OK OK OK NO NO NO 4Q<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<he60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity(6RD Certificate of Authorization a9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 7 of 14 TABLE B-1. 16-inch Span, F-Channel (nailed to wood) & Fasda Cap Wall Side F-Channel Max, System Span Max. No. (inch) Substrate Fastener Spacing SubstrateFastener One (1) min, 3/8-inch head 16 Wood diameter nail, 24" o,c. Wood min. 1,25-inch embedment TRINITY ERD Eave Side Soffit Fascia Cap Max. Max, MDP Fastener Spacing Fastener Spacing Psf) One (1) min, IY-- inch long x 0.072- One (1) min. 3/8 Inch diameter x 36" o,c 125.( x3/8-inch crown 16" o.c. min, 3/16-inch staple head diameter trim nail SOFFIT ( OVERHANG WIDTH VARIES) CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" x 3/8" STAPLE 16" O'C- FASCIA LIP 1/4 " L, PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE 5DFFIT 2 TAIL, -- _ FAIA Table B-1a: System No. 5 Eave Height (ft) Exposure B Pressure Zone Basic wind speed (mph) 110 120 130 4 OK OK OK 0 < h < 30 5 OK OK NO 30 < h < 40 4 OK OK OK 5 OK NO NO 4 OK OK NO 40 < h < 50 5 4 OK OK NO OK N - No 50 < h < 60 5 OK NO NO Evaluation Report A13360.02.09,R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TAKE B-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap System Max, Span MOP Psf) Max. Fastener Max. Fastener Max. Spacingg No, inch) Substrate Fastener Spacing Substrate Spacing One (1) min. 1"/,- One (1) min. inch long x 0,072- r36' Concrete 0,097-inch diamete(T-nail one (1) min. 3/8 x 3/8-inch crown 16" ci.c. inch diameter x o.c, 33.3 6, 16 or CMU or stub -nail, 24" o.c, Wood staple min, 3/16-inch block min. 5/8-inch head diameter trimrim nail i 1 a n w "'h -r, ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3 /8" STAPLE 16' 0, C, FASCIA LIP 1/4"—/ PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT& FAMA-DEJAIL Evaluation Report A13360,02.09-R2 for FL12194-R2 Exterior Research and Design, LLC, d/b/a Trinityl FRD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, page 9 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Table 8-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 40 150 4 OK OK K OK 0 < h < 30 5 OK OK ggig KNO 4 OK OK K NO 30 < h < 40 5 OK OK OK NO NO 4 OK OK OK OK NO 40 < h < 50 5 OK OK NO NO NO SO < h < 60 4 OK OK OK OK NO S OK OK NO NO NO Table 8-2b: System No, 6 - Exposure C Eave Height (ft) Pressure zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0<h<15 5 OK OK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK OK OK NO 20 < h < 30 5 OK NO NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OK NO NO SO e h < 60 5 NO NO NO NO Table B-2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure zone 110 120 4 OK OK 5 OK NOO<h<15 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20<h<30 4 OK NO 5 NO NO30 < h < 40 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50<h<60 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE-59166 TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Wall Side Cap F-Channel Max. Fastener max. spacing System No. Span inch) Substratei Substrate Three (3) min. x Y.-inch f7, 16 Wood crown staples 24" o.c. Wood in a diamond pattern 3/4' X t/4' CROWN STAPLES USING A DIAMOND PATTERN I TRINITY ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. I Y.- one (1) min. K x inch long x 0.072- 27.( Y.-inch crown 8" 0.c' inch diameter x 48" o.c. 36.1 staple min. Y.-inch head diameter trim nail OPEN RAFTER FACIA BOARD FASCIA CAP 3/4' X 1/4" CROWN I STAPLE 'S' ON CENTER 1-3/4- TRIM NAIL F* Ci,"NEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE Q.C. NAILING FLANGE UP OR DOWN SOFFIT- ma:; Wool) SUBSTRATE Lj 5QMLaTAPLE QIAMQNQ PA7—E—RN I MY 1"v"I ' DUAIL FACIA BOARD 1-3/4* TRIM NAIL PAINTED SAS, FASCIA CAPa1/4- X 1/4- CROWNRO" STAPLE SOFFIT 5QFFIT & FA591A PfLA I L Table 8-3a: System No. 7 Eave Height (ft) Exposure, Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 4 OK OK OK OK OK OK 0 < In < 30 5 OK OK OK OK NO NO 4 OK OK OK OK OK NO 30 < h < 40 5 OK OK OK NO NO NO 4 OK OK OK OK OK NO 40 < h < 50 5 OK OK OK NO NO NO 4 OK OK OK OK NO NO 50 < h < 60 OK OK OK NO NO NO Exterior Research and Design, LUC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02,09-Q for FL12194-R2 Revision 2: 06/2312015 Appendix 2, Page 11 of 14 TRINITY ERD Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0 < h < 15 5 OK OK OK NO 4 OK OK OK OK 15 < h < 20 5 0 1 K OK NO NO 4 OK OK OK NO 20 < h < 30 5 OK OK NO NO 4 OK OK OK NO 3 0 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO N 0 NO 4 OK OK N 0 NO 5 0 < h < 60 5 OK N 0 NO NO Table B-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone Basic wind Speed (mph) Ito 120 130 4 OK OK OK Q<h<15 5 OK OK NO 4 OK OK OK 15 < h < 20 5 OK NO NO 4 OK OK NO 20 < h < 30 5 6—K NO NO 4 OK OK NO 30 < h < 40 5 OK NO NO 4 OK OK NO 40<h<50 S No ---I NO NO 4 OK NO NO 50 < h:< 60 5 NO i NO NO Exterior Research and Design, LLC. d/b/a Trinity I E RD Evaluation Report A13360,02,09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 12 of 14 TABLE B-4. 16-inch Span,1-Channel (stapled to wood) & Fascia Wait Side Cap i-Channel Max. System No. Span inch) Max, Substrate Fastener Spacing Three (3) min. Substrate Y. x A -inch 16 Wood crown staples 24" ci.C. Wood in a diamond pattern OPEN RAFTER 3/4- X 1/4* CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4* TRIM NAIL PAINTED S.S. 48' O,C- S ,C)FTIT-wix 1-inclz WOOD OR BLOCK SUBSTRATE TRINITY ERD Eave Side Soffit Fascia Cap Max. IVIDP Fastener Fastener Spacing Psf) One (1) min. IY-- One (1) min. % x inch long x 0.072- 23.5 A -inch crown 8" ci.c, inch diameter x 48" o,c 31A staple min. A -inch head diameter trim nail INNVVKTIOUM 5QFFIT 5TAPLESTAP"s AM2N —Q—P—LTjLRN QETAIL FACIA BOARD kN "was FASCIA CAP 3/4' X 1/4* CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE -a- ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CO ... . STAPLE SOFFIT ` 5QFFIT &. FA5QIA QEjAl Table B-4a: System No. 8 Exposure B Pressure Zone Basic Wind Speed (mph) Eave Height (ft) 110 Izo 130 140 ISO OK OK OK OK OK OK OK OK OK OK NO OK OK NO NO 0 < h < 30 4 S 30 < h < 40 4 5 4 5 4 5 OK OK OK OK OK OK NO OK NO NO 40 < h < SO 50 < h < 60 OK OK NO NO NO OK OK OK NO NO OK OK NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02,09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 13 of 14 TRINITY ERD Evaluation Report A13360.02.09-R2 for FLI2194-R2 Exterior Research and Design, LLC d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization 119503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen,PE-59166 r .4 205(2017 Florida Building Code Online ti EICIS Home L'09 in User Registration Hot Topics sur)mIt Surcharge stats Facts P01tcaUumi FRC staff BCIS Site Map Links seard, Product ApprovaldrUSER: Public user Application Detail at sa I'l FL I FL10124-RI9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf,com Authorized Signature Robert Niermnen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knetevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL101214 R19 CC[ 22L,6 011_C0I Nierijnen.20,1 atandmd ASTM D1970 ASTM D3161 ASTNI D3462 ASTM D7158 TAS 107 YAW 2009 2009 2009 2008 1995 https://www.floridabuilding.orgVpr/pr_app_dki.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3cf/a3d 1/2 2/15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10124,1 Model, Number or Name GAF Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: N/A Other: Refer to ER, Section 5. Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Installation Instructions FL10124 R19 It 2016 08 FINAI R A! A-pshalt Shingles FL10124-R19.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL10124 R12 AE Z015 Oa FINAL R gAF AsphIt Shingles FL10124- R19.Ddf Created by Independent Third Party: Yes ConCorlact 1 s :: 2601 BIar&!ne2 Road, Tallahak§2e F4 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. CQ vriab QQ7-2013 State df Fiortda.:; eavaW S t m .: A iWi a e - :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail_ If you have any questions, please contact 850.487.1395. "Pursuant to Section 455,27S(l), 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 *mails 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: WJ M n.E 0 Credtt Card Safe https:// www.floridabuildirig, orglprtpr ppp_dtl,aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 212 TRINITY, ERD EVALUATION REPORT GAF I Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 99503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: j203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506,01.08-RI7 FLI0124-RIS Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report is issued under Rule 6IG20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED CDMPUANCE: 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 P, LooQ3131t2ols. ThJd..t not tarns ea k1,1*w0Sk&1SV 041.0 doctanent, $lined. Sided h*1dtQPWshave W-1 U*"Mat-4t*the 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. Trinity( ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates, 1 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 I ERD nor Robert Nieminen, RE, 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. TRINITY ERR ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: ction Pr2ger Standard Year 1507.2.5, R905.2A Physical Properties ASTM D3462 2009 1507.2.7.1, R9pS.2.6.1 Wind Resistance ASTM D3161 2009 1507,2.71, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6A Wind Resistance TAS 107 1995 3. REFERENCES: tam GAF (PDM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TS75878) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL MT 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) VL(TST 1740) JL(TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) 4L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) VL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) Exterior Research and Design, LLC. Certificate of Authorization k9SO3 Examialiti2n Letter of Equiva'ancy ASTM D3462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM 03462 TAS 107 ASTM 03462 ASTM D3161, TAS 107 ASTM D3161 ASTM 03462 ASTM D3161, TAS 107 ASTM D3161,TAS 107 ASTM D3161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM 03161 ASTM 03462 ASTM D3161 ASTM 03462 ASTM D3161 ASTM+ 03161, U3462 ASTM 03161, D3462 ASTM 03161, D3462 ASTM 03462 ASTM D3161, D3462 ASTM D3161 ASTM 03161 ASTM 03161 ASTM D3161, D3452 ASTM 03161, D7158, 03462 ASTM D3161, D3462 ASTM D3115-1, D3462 ASTM D3161, D3462 ASTM D3161, D7158, 03462 ASTM 03161, 07158, D3462 ASTM 03161, 07159 D3462 ASTM 03161, D7158, D3462 ASTM 03462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM 03161, D7:58, D3462 ASTM 03161, 07158, 03462 ftfulm Seal•A-Ridge impact Resistant IR GAF•059.02-01 GAF-080-02-01 GAF-407.02-01 93NK6295 99NK43835 94NK9632 OINK06632 01NK9226 OINK37122 01,1037122 02NK12980 02NK30871 03CAS367 03NK26444 04NK13850 04NK13850 04NK30546 04NK22009 04NK220C9 OSNK27924 QSNK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 OBCAC6100 07CAS5908 09CA10592 09CA06856 09NK06647 09CA27281 10CA35S54 10CA13686 JOCA07264 JOCA11953 1ONK11951 1ONK12070 OBCA06100 2t4 01/1312012 09/02/2004 05/25/2005 01/21/7013 11/29/1993 01/1212000 03/29/2000 02/02/20C1 O5/21/20C1 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/1 V2003 10/17/2003 C6/07/2004 C6/23/2004 03/10/20U5 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12101/2006 12/27/2006 03/: 3/2c07 04104/ 2007 04/09/ 2007 11/ 08/2007 03/ 13/2008 04/ 01/2008 03/ 26/2009 05/ 15/2C09 0$ 10112C09 08/27/ 2CO9 03/ 05/2010 05/ 15/2010 05/ 27/2010 10/ 29/20:0 10/30/20--0 11/04/2010 01/ 30/2010 Evaluation Report 01506.01. 08-R17 FL10124-RIS RavWon 17: 03/31/ 201S Page 2 of S TRINITY , ERD gaqu Examination Rjftrenc Date UL (TST 1740) ASTM D3161, 07158, D3462 ICCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, 03462 11CA48924 10/22/20111 UL (TST 1740) ASTM D3161, D71S8, 03462 IICA47919 12/03/2011 UL (TST 1740) ASTM 03161,U7158,U3462 ILCA48408 12/08/2011 UL (TST 1740) ASTM 03161, D7158, 03462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 I2CA34991 10/12/2012 U1, LLC.(TST 9628) ASTM D3161, D7158, 03462 12CAS8151 02/15/2013 UL, L.C. (TST 9628) ASTM 011161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM 03161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 Ut, I.I.C. (QUA 9625) Quality Control inspection Report, 1121, Mobi;e, AL 11/21/2014 VL, LLC. (QUA 96 25) Quality Control inspection Report, R21, Myerslown, PA 02/06/2015 UL, LLC, (QUA 9625) Quality Control inspection Report, R21, Tuscaloosa, At 02/20/2015 UL, LLC. (QUA 9625) IQualityContras Inspection Report, R21, Michigan Cly, IN 02/1912015 UL, LLC, (QUA 96 25) Quality Control Inspection Report, R21, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, RZI, Savannah, CA 02/23/2015 UL, I.I.C. (QUA 96 25) Quality Control inspection Report, R21, iMinneapods, Mi'l 02/16/2015 UL, L.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Mt. Vernon, IN' 02/10/2015 UL, LLC. (QUA 9625) Quality Control inspection Report, R21, Baltimore, IVID 02/11/2015 UL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Tampa, FL 03105/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 UL, LLC, (QUA 96 25) Quality Control inspection Report, R21, Ennis, TX 03/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 41 PlulhAZZIALU 4,1.1 MarquisO WeatherMax0, Royal Sovereign" and Sentinels are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot", Camelot* 11, Country Mansion" it, Grand Canyon*, Grand Sequoia", Grand Sequoia* IR, Monaco", Sienna'", Timberline American Harvest", Timberline* ArmorShield'" 11, Timberilne" Natural Shadow", Timberline HD*, Timberline* Cool Series, Timberline Ultra HD* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles, 4.13 Slateline" is a fiberglass reinforced S-tab asphalt roof shingle. 4.2 Hip 61 Ridge Shingles: 4.2,1 Seal -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge* IR impact -Resistant Ridge Cap Shingles and Timbertexe Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 43 Starter 5trjM: 43.1 Pro -Start" Starter Strip Shingles and Weatheralocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. LIMITATIONS' 511 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminer, 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, 52 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 for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4,1 are Classified in accordance with FBC Tables 15072.7.1 and R905.2,6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (VA - 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4,2 The GAF hip & ridge shingles noted in Section 4,2 are Classified in accordance with FBC Tables 1507.2,7.1 and R905.2.6.1 to ASTM 03161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,,, = 150 mph V# - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report 01506.01.08-RI7 Certificate OfAuthorization #9SO3 FL10124-RI5 Revision 17:03/31/2015 Page 3 of 5 TRINITY i ERD 5,43 Classification by ASTM 07158 applies to exposure category 8 or C and a building height of 60 feet or less, Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance wish the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment; 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 6IG20-3, per FBC Sections 1507.2.3, IS07.2.4 or R905.2.3. 6.2 Starter Shingles: 6,2,1 installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 63.1 installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 63.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.S. Staples are not permitted. 6,33 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6,4 Hip & Ridge Shingles: 6.41 Installation of Sea[ -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8•inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 115. - (Sealant 292 a1m) 11 Soltante 25 mm) (25 Tm) Enduit ddlanchiiift V- qi4 00at:z MM) W1NailCIQVO Ckauor 305 Him) Exterior Research and Design, I.I.C. Certificate afAuthorhatiOn #9503 Evaluation Report o1506.01.08-R17 FL10124-RIS Revision 17:03/31/2015 Page 4 of 5 6,4.2 installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant, 21 End Uit 4, d tg 'k N44 W, ClWa y3C6 sr antPow gr I" ur 145 mnq 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not loss than F8C 1507,2,6 or R905Z5. Staples are not permitted, 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7,2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.71 / R905.2.6.1. 81 BUILDING PERMIT REQUIREMENTS' As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CA entity for information or, which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY- UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506,01,08-R17 Certifkare of Authorization #9503 FL10124-RIS Revision 17: 03/31/ZOIS Page 5 of 5 1w J1512017 Florida Building Code Online tfy Z KIS Horne Log In Use, Registration Hot TOPICs S.Drna surcharge says 3, F'W-i p"hil"11000% F8C staff facis Site Map inks search Product Approval Nplic Use, J0, Vt/useft: I Application Detail FL# FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 rntupas(Ointerwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozar)o@interwi,ap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, 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 1507.83 1507.9.3 https:llwww,floridabLjildit)g.orgiprlpr_app_dtl,aspx?param=wGEVXQwtDqv3yVVKJZIQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 112 2115/2017 Florida Building Code Online 1507,9,5 Ti 507,8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15216,1 W RhinoRoof Underlayments Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 Description Synthetic roof underlayments Installation Instructions FlrtAL. ER, NTEa`NRAP RHIN z R-2. pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLIS215 R2 AE 2015 Q4 FINAL ER WT RVIRAP RH[NQP')nF F1 I 521,12- q2_21f Created by Independent Third Party: Yes L,2m.j us :, 2WI Blair Stone Road, - -4 ? NjAqatjjj, Enan2- The State of Florida is an AA/EEO employer. Copyright 2007-2013 Stata of Flonft : : EaSat rner:= ACCeSSitill4ty Statement :; Refund Statement under Florida Ia., ornall addresses are public records. If you do not want your e-rnail address reloased in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any cim"tions, please contact 850'4137, 1395. `Pursuant to Section 455. 275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F,S, must provide the Oepdlcment with an email address if they have one. The ematis provided may be used for official communication with the licensee. However emait addresses are public record. If you do not wish to supply a personal address, please provide the Department with an (!mail address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ftLg_ Product Approval Accepts: ff] Rim El C2 Credit Card Safe https:/ twww.floridabilding.orgfpr/pr_app G o3d 2/2 ti.aspx?param=wGEVXQwtDqv3yVVKJZ10RAdhyl2u8kQ QyljaHhVeiOpV$vxwSdCoQ%3d'/ RIhJ{—"f E RD EVALUATION REPORT nterwr p, Inc. Z98Mission Way Mission, BC0V-6E4 Canada EXTERIOR RESEARCH & DB|GN.4[ Certificate of Authorization #9aa ss» cxmsnAwSTREET, UNIT m3 OXFORD, CT os*/o PHONE: (zon) zoz-ezm Evaluation neportWU5tO, 02.12-F12 F1.15% 16-R Date ofIssuance: 02/17/2012 Revision I: 04/27/2U1G 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 RobertNieminen' P1. 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 5m Edition (2014) Florida Building [ode sections noted herein. DEScm"nom: RNnnRonyUndeMaymerus Lmcums: Labeling shall be inaccordance whh the requirements the Accredited Quality Assurance Agency noted herein. ComnmucoCowpuxwcs:ThiyEva| uabonRepmrtisvaUdumi| suchdmeasthpnamedpraduct(s)chanQes,dherefer nced 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 orthe referenced Owa|iryAssurancedocumentaUonchanQes. Thn|tylERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity IEnD Evaluated" may be displayed in advertising literature. {fany portion ofthe Evaluation Report isdisplayed, then it shall bedone inits entirety, wspccnow:Uponrequect,ocopyof\hiaentineEva|uatiunReportshaUbepmvidedtorheuserbythemanufacturpror its distributors and shall beavailable for inspection atthe job site atthe request ofthe Building Official. This Evaluation Report consists of pages 1 through 3, Prepared by - Robert ].K8. Nieminmn. P.E. Florida Registration No. 59166, Florida m4^NE1983 The fa — de seat *ppeareugwas =thcir=by Robettw_= cw""mn°.*°°"°°.u°°w° m.d.° uodw,dc"o.hir°w°.°°~°ed.,°° CERTIFICATION OF INDEPENDENCE: 1. Trinity |sxodoes not have, nor does it /m,nu to acquire n' will i, acquire, w 0m,^u^| interest /^ any company manufacturing or distributing products nevaluates. z. Trinity |moisnot owned, operated orcontrolled by any company manufacturing ordistributing products nevaluates. s. 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. Robert miummen'p,s. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the n,vu"ct. . s. This is a uo/Wina code evaluation. weithwrnxnov|mu mx ovhort wiemiman, P.E. are, in any way, the Designer ofRecord 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. TRIN17F)l FRD ROOFING COMPONENT EVALUATION: 11 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: action PropeEtigs andarcl Year 1507.2,3, 1507,53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83, 1507.93, 1507,9,5 on Heating 1507,23, 1507 5.3, 1507,8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507-9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3, REFERENCES: Kalipt tMM0A!jM Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10127/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/1712014 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 It felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5. 1 This is a building code evaluation, Neither 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 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 Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Shingles I Foam -On Tile Metal Shingles Simulated State RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation 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 0226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140SI0, 02.12-R2 Certificate of Authorization #9503 FLISZ16-R2 Revision 2: 04/Z7/2015 Page 2 of 3 TRINITY F. R ["' 63 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. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4,2 Single Laver; Ro9f 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. 6A.3 Double Laygr; 2:12 < 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. 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 CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc,-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 140510.02.12-R2 FL1S216-R2 Revision 2:04/27/2015 Page 3 of 3 I I 2115U 17 Florida Building Code Online Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy(Octiuckinc.net Technical Representative Tanya Steele Address/Phone/Email IQ200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyacZ-mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 James L. Buckner, P,E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 R. C01 Cert flnc'-Jdf https:llwww.floridabOlding.orgiprlpr__ppp,fltl.aspx?paratn=wGEVXQwtDqvqqu2w%2bnFgUFtl4vGKu5UrT5v(VIEPbaldbqiEG9GRM%2fLW%3d%3d 1/2 211512017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of, Products, FL# Model, Number or Name 16568.1 'MMI-2" Off Ridge Vent 03/02/2015 03/02/2015 03/05/2015 04/15/2015 Limits of Use Approved for use In HVHZ., No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16568.2 MMI-2B Off Ridge Vent Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4% 6', 8', 10' Nominal Lengths Installation Instructions Ekj§5(JiR Verified By: James L, Buckner, P,E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports ELLO-01 iB112_(1_ aLq ql EVAL3tE?Ot,df Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL15568 R! 11 0 MM - R fl`Ri nek/-nt-TA"" Verified By: James L. Buckner, P.E. @ CBLICK, Inc. P,E. A31242 Created by Independent Third Party: Yes Evaluation Reports 100 EVALREPOR1,21 Created by Independent Third Party: Yes a; - :: 2691 61a., 'ton , Robb. Tallah,1552a_L, _V2399 The State of Florida is an AA/ EEO employer, flgl,7-20113 SLtLt_qj_FIqniI& SSAtaMtnI Refund I nm nt Under Florida Ia., email addresses are public records. if you do not want your e-mail address released in response -0 a public -records request, do not send electronic mail to this entity, instead, contact the office by phone or by traditional mail. It you have any questions, please contact 050,437.1395, -Pursuant to Section 455.275( 1), Honda Statutes, effective ocrober 1, 2012. licensees licensed under Chapter 455, 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. Hm"ver email addresses are public record, If Yom do not wish to supply a personal address, please provide the Department with an email address which can be made available to the ouhlic_ To determine if you are a licensee under Chapter 455, F.S,, please click hg_r- . Product Approval Accepts: ff] Lva 0 a] Safe https:ltwww.Ooridabuilding.org(prlpr_app__dtl,aspx?parafn=wGEVXQwtDqvqqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8idbqiEG9GRM%2(t,w%3&lo3d 212 CBUoK0P omI r I nC E c, v 01011Specicff" w r=tTu=tijrcI E=ncjIrx=erInQ CBUCK, Inc. Certificate ofAuthorization #8064 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 Florida Building Code 5th Edition (2014) Per Rule 61G20- 3 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 CHUCK, 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 FLUt FL16S681R2 Date: 2/26/15 Report No.:IS- /o4 -wMz'Stnm/cn_w Page lof7 mm Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MK8I-2"Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method; State Product Approval Rule 61G20-3.005 (2) (b) Product/System " MK8|-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: l, Off Ridge Vent 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: 1S/ 32( minjorgreater plywood, or Wood plank ( m|n.specific gravity ofO.4Z) Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure/ o/allowable stress design /4ID/with omargin ofsafety of to2. 17:77k)8" m u FL#: F11G5Q8,1R1 Date: 2/I6/15 Report No.: 15-104-ww2'mnnvEn_14 Page 3uf7 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code asthis product isnot addressed specifically inthe code. ASTK8 G330`02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain N/o0s by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5thEdition (]O14). Section 17O9l Evaluation Report This product evaluation islimited tocompliance with the structural requirements uf Scope: the Florida Building [ode, as related to the scope section to Florida Product Approval Ru|e61G20-3.00l. 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 Ku|e61G20'3.0O5. Per Rule GlG20'3.004'the Florida Building Commission isthe authority toapprove products under "Optional Statewide App,uva|, Dmtkm forapp|ioatkon 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 inthe [ude° Any modification ofthe product as evaluated in this report and approved bythe Florida Building Commission is outside the scope ofthis evaluation and will bethe responsibility n/ others. Refer to applicable building code section for ventilation requirements. Design of support system isoutside the scope ofthis report. Fire Classification is outside the scope of Rule 61620'3. and is therefore not included inthis evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &BrowardCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 6IG2U'lOUS(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: VVkkh: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Alternate Fastener: Purpose: Type: 8zp/ Corrosion Resistance Roof Cement: Type: Application Size Standard; FL#: FL16S68.1R1 Date 2/26/15 Report No.: 15-104-mm2smm/un_14 Page 4of7 CBmCK,Inc. Certificate ofAvmmizatioo#8064 MM|'2^Off Ridge Vent Steel 268au0e (min.) 4Oksi min. ncompliance with F8CSection 1507/4.3: ASTIVIA792coated, or A5TIVI AG5369Ogalvanized steel 41/2" Attaches Ridge Vent Base Flange UzDeck Annular Ring Shank Roofing Nails 11Qauge x 1-1/I° Per F8[ Section 15O6S Per ASTMF1667 Attaches Ridge Vent Base Flange toDeck Hex -Head Wood Screw 10»1' 1/2°(minj Per FBCSection 1SO6.Gand IS074.4 Per ANS|/ASK45BlQ.6. 4 Asbestos -free asphalt based roof cement w/S8Srubber l/4^thick minimum w4-F°m FL#: Fll65681R1 Date: 2/36/15 Report Nu.:IS- z04-wMaSvznvEx_z4 Page 5of7 MCK,Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data Prepare deck opening bytrimming 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 1/4^ thick and extend 2° onto roufundedaymenL (install cement incompliance with manufacturer's installation gu|de|ineyj Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges todeck with nails orscrews spaced 4° o.o,and 1' 1/l"from each end. a Minimum fastener penetration thru bottom of support, 3/16". install the "MM|'2 OM Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections ofF8[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, l, ASTMB30-0ZUniform Static Air Pressure Difference Test Architectural Testing, |nc.(F8[Organization # TSTID: lS27) Report#: D0248D2-450-18, Report Date: 8/I9/13 J. Quality Assurance ByKeystone Certifications, Inc. ( QUA ID: 1OZ4) Millennium Metals Licensee #4Z] 3, Certification ufindependence 8yJames LBuckner, P£@[ 8UCKEngineering FDCOrganization VANE1916) C: FL #: FL 16568.1 R1 Date: 2/26/ 15 Report No.: 15-104- M M 2-StORV-E R - 14 Page 6 of 7 F=Jcfl-Lj EATucttirc5l E=nginemering C8UCK, Inc. Certificate ofAuthorization #8064 installation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck I 4 1/2 in, i 5 5- 1/2" Profile Drawings 18- 1/4" 12" Side View (Not To Sca(e) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws WMI- 2" Steel Off Ridge Vent Typical Fasteneqs) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) M Higher Slope Back) Y pp `4 l w, d ` NiSxx*'.S Y) tviwn#t 3 N '' vffih1,i . -a ?{S 3 L " aSS. b cut. '{r{imi9 £' s: e FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 p lalN t-'cal E=nQInec=rInQ 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. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fasteners} 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths Ile 6 Ft. e ,f j 8 Ft. • 10 Ft. 24" T( Typical Ridge Vent Assembly Isometric View (Not To Scale) MMUM A V' Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws OF .i. 2115/2017 Florida Building Code Online o- a2, -, , — - 1— - — ,e I Application Detail FL 9 FL2197-R5 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 MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwertn,omit.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwertomil.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity CC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2017 Validated By CC Evaluation Service, LLC, Certificate of Independence Referenced Standard and Year (of Standard) 514ndArg Y" ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections frorn the Code httpsi'/Www,OoridabLulding,orgipr/pr_,,appjtl,aspx?parani=wGEVXQwtDqvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEoafo3d 1/3 2/151'2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 2197.1 M 18SHS Method 1, Option C 06/1 t/20 15 06/30/2015 07/05/2015 Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 RS It Instal lationESR- l98a-A2riLZQj_1l,.1f Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports ELWZJf 2197. 2 Mil 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use In HVHZ; Yes FL2197 R5 H Inst 11 n Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code 2197. 3 MT18HS 18 ga, high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2127 R5 If fristallationESR-1988 Aoi,02011 cdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other* Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 2197. 4 MT20 20 ga, truss connector plate Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL2197 R5 H In I ti n R- An r, I 1) 1 Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. Can use HVHZ per ICC-ES ESR-1988 Supplemental &Zt27 R5 AE ESa,:,f for the Florida Building Code 2197. 5 MT20HS 20 ga, high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 It InstallationESR-1311-NPL-20-1-1-p-Lf Approved for use outside HVHZ, Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental ELZL'17 R for the Florida Building Code zct s :: 2601 filartone Read. Tallahassee FL 32399 at2DS;_ - 4'- 4 The State of Florida $5 an AA/V.FO employer. Cgo naht 2 7 - 2Q 13 5taIg 2t focudd, * ECIALY-51a:2me Illy SEatement M-'a : I'll, 1: fttucg- Under Florida lahv, email addresses are putWc records. If you do not want your e-marl address released in response to a puOhic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, It you have any questions, Please Contact $50.487.1395, ^Pijrsuant to Seaton 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed unifier Chapter 455. 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 wist, to supply a Personal address, Please provide the Department kith an ern,10 Address whlcl, Can be made available to the publkc. To determine if you are, a licensee under Chapter 4SS, F. S_ Please dl(k Product Approval Accepts: RA E) El https:lAmww. OoridabOldiN.orgtprlpr,_ppp_.Otl.aspx?param=wGEVXQwtDqvrTEx%2bbktH%2bN%2b*1.2biPE5kg9cYXWMe624rEo%3d 213 I IV 2/1512017 Florida BUIldin( ,j Code Online Safe https:llwww,RoridabOlding.orgtpripr_.app_,dRi.aspx?param=wGEVXQwtDqvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEollo3d 3/3 V* Excerpt from /CC -ES ESR-1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. 205(2017 Florida Building Code Online ficis Home L09 to User Reisvabon Product ApprovaldoprtfUSERPublicG.w, or -10p.cs si'l) It sum'wge stat5 Facts Pvz)iwatwnN FRC Staff 6CIS site Map Links sedch 4- 1 -- I ,, ' , , . :_- , I Application Detail FL* FLI644-R4 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 Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttaylorCftc,com Robert Taylor roberttaylorr,a)t)c.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttayfor4)bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@)bc,com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/01/2035 APA - The Engineered Wood Association 51kn—d"r ASTM D 5456 Year 2009 https://www.Ooridatxjtlding.orglprlpr_,pppjti,aspx.Varani=wGEVXQwtDqvXaHHDwAAybyWFbcyUOC%2fERNVSeXIEM%3d 1/2 Florida Building Code Online Product Approval Method Method I Option C Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 1644A Versa -Lam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Floor, Roof, and Wall Framing 05/06/20tS 05/271201,5 06/02/2015 Description Laminated Veneer Lumber Installation Instructions FL1644 R4 11 east install completgfull (z;..p f Verified By: W Gary Dunn 77277 Created by Independent Third Party: No Evaluation Reports Fit 544 _R!j R- 4 .2df The State of Florida is an WHO employer. Clioynght 2007-2013 SLaLq_V_Ft9ri_& :: Privacy 5t4terhon : Acce5sitFIitx Statement a m n _,t Under Florida law, email addresses are public recordsi, if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entsty. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, -Pursuant to Section 455.275( 1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, 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 licerisne. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address wNch can be made available to the public. To determine if you are a licensee uncle Chapter 455, F.S_ please click t1,1_ Product] Appiroval Accepts: MEl 0 GRA redf G' ar(: Safe https.,` twww, floridabuilding.orglprlpr__appjtl,aspx?param=wGEVXQwtDqvXaHHDwAAybyWFbcyUOC%2fERNVSe)(IEM%3d 2/2 7, NoUllitlk zl ll il i ZI: MMIS R y. VM CIN 41 2/152017 Florida Building Code Online Comments Archived Product Manufacturer, CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 EKt 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete,com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrinoCcastcrete,corn Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.coni Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) S_ drd Year ACI 318 2011 ACI 530 2011 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 04/29/2016 https://www.ficridabdlding,orgipr/pr_app_.Otl,aspx?param=wGEVXQwtDqueql%2bT71`/*`2fFI92qnRzHNuIcaj5pqLXkU69%3d 1/2 It 2115/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure. N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL15,l R3 it NOA 14-0903,01ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: F-- r.' n 20_01ai_,ALq_nStone Tallahassee The State of Florida is an AA/FE0 employee Cqov,tUhl 2007-2011 State of Florida. :: ei-Nilcy 5tjt2mect Under Florida law, email addresses are public records. It you do not want your email address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail It you have any questions, please Contact 850.487. 1395, 'Pursuant to Section 455,275(t), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must Provide the Department with an email address if they have one, the emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.5_ please click here , Product Approval Accepts: El IiR El 0 credl'Cr"((,i Safe httpsll/www.floridabuilding.orgipr/pr_.ppp_Al,aspx?pararn=wGEVXQwtDqueql %2bT71%2fF 192qnRzHNulcqj5pqLXkU69%3d 212 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS tr-PRECAST ty/ 7' -Ef, OrMR l-LWTEL V-LJWEL LAWL 7/32"0 BAR- SURRUPS jYPE "A" $llRfi!Lp_s jyi IVI,/32"0 BAR R RRR UfS j 8 1AIT-E—Lsk l—P L_1 4" lZ__ Si RR SLflRQP DFIL(LS 8" PRESTRFSSED U—UNT--L DA'TA 1ABLE LIN MEr AIT ortIll. V V I type 'Y 0' 34 547 so 1 -3 -o' o "o OAR W-4- o,f 7/32 IIAv I --s s'-s' s 713 1,75, 4 4 42 BAR T_3" 2t,- 6 3'--S 3/4- 10 72. :8V wsll df 7/32 OAR 121-wis 3*- to 518 lo 7' 7/32 W 23 -to C I7t' '37L.M.7 1—TI—/3f UA 0 1 :4 O RIT _O. ::i 11 '/1 1, 2, 11/32 OAR 21--2- 3 - 6. o T'I/122 8" PRECAST W 2- RE_CS O'Nl !—LINTEVL DATA- TABLc 5ilmr"AtllfaA' e"',M, *1rtf_II rnaE w 4-A3F-oVW.O 1< 6 IS WLOAK 7 32OAR 3 -8- N/A 4_ 3,-4, 6037 f 13 16 ow 32 m N/A4 o'42 ItAk It A 6 4 , 0047 - 4 5 -to 4 -8 6, 047 90 JIS IK 7/$2 OAR -Y-2' N A 6 5 r, 219 7 6. o 7: 6 6-4- 0064 21 3 j4 IS HAR 6'-- I'D_ WA A NSA f Ni-RAL RM510tl NUMBM ONE —Iff 106mcmf)rlt or 1-UNTEL 18" PRECA5T U--LLNTE_L QATA TABLE sy c L WGIM A, - 124 13 -OAR 1/32 " a Z.: 3--2- It A 4 5 Rma4 T 1 ORN. 4 A A'- G* 0.04t 1/ 3 80 7/11 OAR 7- A- 5`4' 0.645 101 13 RAS" 6,: T- 7f37 OAR A I 0 60s S. VS2 "A't 5'- tL M/A coo 234 r 270- R 7:!,' 7 A 4 14 OAR 111 I REBAR to'-s' 41`_A 4m ji7 acela 7- 13' S" a 12 REIVAR It F, Am SAm is -3 xr- 0 a IA t3_6V-6 a VMS PWPR-Xft.RY tWMATION IS PROMD FOR W10oWl APPROVAL - tt fs WtOottl WE PWW **ITEM CONSCUT Or CAST-1-.11 USA W. po—""Ito Ry 41 "*7 -AlO o—"I'll K R""117 7 41 Moo" r PR(K -o4u kit _MSTIMED- L- STC1 f. RC" 0W,,,; sict, 132, OA A;Ik 010: #1. ( aw M.OLR Or sl*reirs to p ftem outti, so ASV. A6,* /'s AKEI 's Cowfc st"Wo F"4 MR 01-raft zlow llow_;A,A Rw p-tIPM&S" M 'No or rK PER009CM ck0f. FO* rXANPtf MIA, - W, Of stmcps = .. lift. thi ff SiAFMOHK, fc c 00 pv 'OF, Ir .-RKC— C- t C L. y- I STUSUIV Lw(M }, PS4 lao w " f. r". . WCH U011s, 4. 2,6 rwNG of POtyMt3. IL -1 M. wv mukEss FOKE 0-70 . f- - ML U-o.(YNo C-Ok 4, SIAWP:N4 SF WSMISSE0 tG "S41 ifll= .N0 -WOO.. tOiCts. N,1s Nx11INNA) 4 E CRAIGIPAPRNO 6324 CR 579 K S ;FNER. FL 33% 4 AL FL. Pl E. LIC. NO, 44756 CAST—CRETE 8" LINTEL FABRICATION DETAILS 0"—wOY- , - fif M iT of—M-14—T ;-- COX "ARK PAL 3595303Kt_MWAM SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I SAFE LOAD- POUNDS PER LINEAR FOOT TYPE i b0i'M 012 00 0IWm SM-00 ef`21-06 2s-oa 8012 03 LENGT14 6ro--to 8528 111 32 Ic' S-6- (42-,' PRECAST 7221 3719 5165 mz 10-991 3M I 103,34 4'-O- (48) PRECAST 2F6€ 275i M20 4890 5961 7034 8101 2M 4605, V13 7547 A 10394 1 jW9I 4' -6' (54-) NECASI t591 I m 2t10 7931 3753 4576 5400 6774, 4315 6'13 7547 1I 86.12 10294 it" 2189 64 KtCAS 1349 1217 10_ 312.1 t663 3m 647 2342" 873310117k! K5 i-'Ecasl 1062 t 105 1173 last qm 7549 M AM 6'- 6` ( 78") ;1RLCXS I 908 1258 7171_ 3 W 303t 3707 4363 J, S061 IDS All 346U 5jel Bjw 10391* 41 M50, 7' 6- ( 90-) PRFCAST f43 loll 179 2652 7205 2638 3191 101, Im 766C Mae s6ht MI'l 64n, 9 4- ( 112-) P ECASJ 6n fI60 1621- 2tI64 a6 78t8 &%2 L!,2 LiO 1843 25643486 10-6 PRECAST 26-) 51Z 4 han t247 2093 2777 2io 2'36 643 IuSl Tb33 2fh3 2Mt S643 464(u I (136') PRECAST 357 1821 945 _j466 1846 2423 3 4C06 4--- fIE2 9145 1366 1846 24215 1 2 I! 40M 12' 0- (144-) FIRECASY 540 331 873 12, 41684 M3 F- M M,52 SISUS4 684 2193 zw3"62 15 4-(16G-) PRECAST 71 236 - AS 1075 1938 SIfi — M3 7m— 10/5 1478 1838 M6 7M3 14 1326 10i" 7127 -2ek 42 IC6 ioo J 10 7177 2630 He UH He W axe UR 4 1370 1902 2245 2517 2712 15'-4'(184 w N, R, w tat- KR w nR tut 710 PtO 2M 2320 2103 17*-4'(2C8-) NUR mK to NR RR R, tfic N R, f 340 4t, 114 t M 1468tuttatNR4wHe 1042 12r, iHL WWWAS IN PARMHESIS ME RLRCLN! WDIXTiONS FOR CRAUL 40 tit f) AOOEL) FEBAR, SEE UNLRAI, NOTF NO, 4 ON SftLf 3 1)1: 3. SAFE LATERAL LOADS FOR PRECAST & PRESTRESSED LLLINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS S L6 AFE AD PLF SAFE LOAD - POUNDS PERLINEARFOOT H TYPE RDAU TYPE M - fit IfIz- V aft6-11 80'0- IT ifZ4- 11 6F28 - I r stv I I ENGT L LENGTI m-7i AF17 71 F016-21 afn-W IH24-21 aF 78 -71 arm 71 S-6- (47-) F'Rf CA$ f 1025 1024 q" S-6- (42-) MRECAS)f IS69 M56 JS24 4594 kSS SID 7X' 1 4'--0- (48') MEOW 165 16' 1057-:- 4' -0" (461 PRECAST IIM M,5 7-50S W4 4M4 W5 45A 1 S7 70C 6011 I'% j pz YXG 21. 4570 5m on 4'- 6- (54-) PRECAST 592 591 1 4'-6- MOW 1207 2040 210/ MIS 404 III Svg 1 1201, 2840 M/ 637b 4044 4711 5379 b'-4" (64-) PRECAST 411 411 745 1'-4- 41 PRLCASI 716 17 t5t" 2276 pj 283m I" MS4 4$22 016 IM 2276 1638 5Y11 S461 0, 2Z 5'- 10- (70-) MEOW 340 339 616 5' -10-(70-) PRECAST 929 1667 2593 3101 Hol 3670 3620 4t31 4133 567 7080 7593 6' - 6- ( 181 i'tYECl4'Sf O 1 721 490 6* 6- (781 PRECAST X1 sMr 1401 1" 7371 2790 3 25 7 -6- (90-) TykFCAST 424 1 534 363 i 7'-6- (901 PRiCASI 171 PA 10 1624(8 2025 242 2827 RIZ 3778v 1724 1624 2'025- 242b 27 5228 S' 4- (1171 PRF(k-,f 326 51 2 2.50 9' 4' (1 17 PRFCA S r A I AA I a 361,g 1474A 615k 71SIN 7wv 541 862 1318 1643 2294 2619 m*( Asl 284 401 180 W-6-( I2q SM S75 W; fi pe 736o,. 2011p 695 IIWW W2 I763p Mk 2346 W- 4- (1,%-) md CASI 260 4t Z 194 11'-4'(1 J61 VKLCASI 471 5q4j e, BOOM 10; (M 1774 It, tp 607 IW4 q 1412p,. 164-ID 12, o'(144") MZCCKSf 244 402 137 17.' t)'(1441 P14(-Mt AI!;W 714 1.; M W ktL2 U%85(v Mb(, 470 1 550 940 _# f.07p,; Wp, 287,51 1'4' 4%160' PRECAST 217 324 110 IS It' (IW-) PRFCkSf s 476 1 460 1 14' 0- ( 168-) PRECAST M5 293 t OCT 14' 0'(1681 PRMAST 166A 14'- 8- (176') Pnm sslu N. N. " 294 91 14' 1 /C) PRESTRESSED 246 111 9S 520 G'II I1Z 1807, 4 p Mb 664 LZ' 15- 4"( 184") NkSIRESSWN.N. 259 8,1 A 486 W, 1054 ; m 616 1240 14Ww, 1666 c If'- 4- (208-) PRF51RESSED N R, I( M 64 4(20g, E,RESIWSSLI) a W 2631. 40 571 646 (p 5454,, V3, Ig 140 1 1 L2 1 " -- 19' 4-1,7,32 Pf$STP< FSS0 NJZ, 148 52 IT- 4- (232 fld-SIRLSSLU 162 229 348 9, 64 7 A Al t66 263 429 5 91,9Lu t227t 21-4 "(756n t4?FSIRf-W.'1) N.N. E 125 42 2 1'- 4- (256-) PRfSTkESSf () 1,2 YU 142 232 313 1 77, Say 1048( 77*--0'(264') I';*SfRLSStO N.N. I 16 4'() 27'--0"(264j PRESTRESSED 131 197 AM ac 4&2 54& am 1 24 88 0-(2-, ;WSTM-w1 3 1 3324'- 0' (288" PRESTRESS[,') 1 ji 74 74 Iw Ile 455 4ts 452 9991 50 SIC Q Nf RAI NOW NO. 18 ON SHEET 3 Of 3- 7 pj U) 111F4.N -SIS ARE PERCENT REDMI06 FOR MOO 40 GENERAL NOIL WJ. 4 ON StifiT 3 Of 3. 87C CEN CRAIGPAHRI140 SEE GENERAL NOTES- SHEET 3 OF 3 OTES SEFFINER Ft 33584 Ro" By A E7 FL.P.E. LIC.140,"156 JOS N NUMSER ON C T :SIGNAT10- -- 273079 t I I , u 1 C Wit, AST-CRETE 8" LINTEL FABRICATION DETAILSI P S Fu o"Ll oss- M-141 ozm Ist aw PAW, P.C. REC. la 44756 RX to SmE At a= F~. Pf, - W, M IMAJ Mg:N.--ru STLT !of 3 Is WE: 06/07/% COCA IW- _b SAFE GRAVITY LOADS FOR " PRECAST wit 2" RECESS DOOR UNTELS B" PRECSAFE LATERAL LOADS FOR AST wt 2" RECESS DOOR U•LINTELS 8SAFEUPLIFT LOADS FOR 8" PRECAST w! 2" RECESS DOOR U-LINTELS a SAFE LOAD w ra SAFE LOAD POUNDS PER LINEAR FOOT Naar-arrw PLFsa:r-rsara SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH_ TYPE# 8N 6 08 66ka c£ aN 14-cm sn16 a6jeuzz as 6mz6 -at: saso.an --_ TYPE RC4 U ___` TYPE 6 1 firma £r W14-kI6Rr16-il 22-tt 6 Gz6 It W1a it SRUS — - 8RU6 814 6 2RF6-se8RF1a1 $4 14-19 b 19 rN am-1$ Y i8-t6 a £a LENGTH ` -- LENGTH --_ sus-zr 6 c121 arzcr4-zt pie z 6+c7z-z! rz6-zi 1a it u 37M 4349 S421 6493 7567 965 £fui6 2157. _W% Sisk 4445 5t40 6 (52") PR CAS # k6S., 74a str 4' (52"} PRfGAST 758 757 1164 4' 4" (,5? ) FFtFCASC 4 -4try? 3063 57476 ti639 3T 1089J i ' YJS 1668 2562 3056 .fISF 4445 5140 15% 3361 r992 3968 4946 5924 595 861 t604 2212 2939 .t6(r7 t27J 4943 54") PR'CAS" 1494 4` -6' (14`) PRFCAsi 694 693 1073 4'-6' (54") PRI CAS1 _._ i756 36" 5206 6534 am 9479 £0*" aii/ 1 I604 22T2 2939 3607 4715 _ _4413_ 920 177fi 1716 227T 7839 1402 J966 _. 675 1 1269 - 1/9f 2126. 2654 3382 3911 8" (6$ } PRE CAST 866 __ __ 5-8" (68'} PRECAST 408 401 655 5'-8' (68') PRECAST (" - Fl61 3,48i 4567 6369 806tkp, 7917£,93111 _ 47S j 1269 1191 7376 7R54_ 3382 "it 859 1653 £ 6b0 2124 2649 3174 370G a• . ! 6". 5 ml 1146e, 22 (,2111+ 35W 2T994•. 5' 1Li'(rv PR€cAs f skD _ _ 3-tD'(7ay PRECAST 382 saI 6T6 5'-kp"(7D} PREeAsr 1113 2342 4242 6639ryx 6460(w 7402ky 8106( _., i _._ _....._655 £2?3 1146 7759 7771 3286 2754 9Q£ £825 1120 50G6 7747 9448 73&'' 510 979A 1534 1980t; 2479( '_,7879j „_3179t 6' 8" (80") PR CNS- 797 — 6' S" (SO) F WG ST 595 788 4644 6` -B" (801 f'E?fCAS1 901 £82531205#AN-1 94/4 tp39.i;. 570 tC30_ 5.40 '4w 7E79 ; 2819 33$9 i 755 1490 745,9 3116 1239 5623 - SM1S 142 ;* 1364 n x765 x 7t'T%7 7968 7`-6- ( 90") PR*_CAS: E69 1'-6" (90') PRECAST SOt3 674 363 1'-6" (901 PRLCASk 66tnt fS5 i4St} 2469 S176 X toemt 98 1364 '!6 2166 7f 67 2968 9'-8 116" PR[CASI 4kk 466 59} 568 2253 4C91 3146 9'-$" iF6 TfifS tST i — — .595 4UBa; 864 777 Rµ( t99g 21ft, 1 — E } ( } rE vts 2t s' a" (t}6" k c sr 560 ton 'sefi 1i0 1 i 16 2331 1 t__. ...._. .. ..26 ..-999 t563 774t _IL E. 415a 539'P+i _._.. :... 395 TH1 UU 413CPS kN PARFNDILSIS ARE VERCEN€ RHAW[tONS FOR LRkr,F, 40 SEE W&FW_ NOTF 18 !HE fdUMf*'.RS IN PAWNTf1FS15 AR..F P£RCrNT £it:OUCHON4 FOR GRKX 40 fl#ED AWED REJAR, SEE GLNERUV NOTE NO. 4 FOD h93ED REW, SEE CLNUW. NOW NO, 4 GfNHQW WITS fYPt,__D SVNAT((3N 17 Msferayk; tzl ted.4b xa mamrtacta+aa r41r S-i/7• ba; nrs:zr ; a sn. eMx fa tc4taa:btt F cat ed« v y wa y 6' aacas4card = eo-oa x1 .,t<af > > $ 4£nu Wilt t>zmsr / , - 10041Ea f ,, d 6,40 _ M "; 13) It. P. 4« ew d(. d x t kd n L« .dt a y - rme — F3 t F F3 €3f t 9 i3f 1 E auNt6t r s a€ u A; rtbcr at* kSiM A6 ww axmoewna bj8 W epgt.y a citd"q d at taxad a<a aax6 :Sh ASFU C-926 a w+ qp'—d : CK, x / 3 X0Ct'xede y arias "C+dl} pe* R3Ad C 5 ath raax..re M,t i kYs4 tItF1EE L4Yr7[ ea cargrassaa ar«49 - 1 pa k Groat 60 <) . a}a7F i—m x ms6otatosy 9 a x t y « } a d r roa a f of«a) . t ASIU A416 babe 27a Ee. tebta:73e 4ud 9¢x.ld 6c atmz4ed f tkt mbkW load t9 +2 fM kka.&rq ter .• prexlrcxSmy =q= .£ 1. --1 L I 1 tw F4+ A5lM C110 kyFe A4 a 9 '(( ' Ary;fr a rt;hCe( .1, AFite w,.w Eton t 1.a ,_.. _... ! i 27 AF wtt kd SI x 6 w -+awm 4 <xn aom d 6<a' R 5ait vKivX,t iced 5tdt h0r;[brP4! 1«d / FGttMA.. 'atJFll A ~.4Y W, tyg4 RAI e e . 5 e« edvicea tr( 2ax a ocsr4a5 kegrt; k toss dwa 1 i C-4—tkx we£ 1eg'ass nct 0. % v sett kee 1raa, _t 4- 1d #R xta.., (( t' '.I r;WAq titmia KIM AT zae 5 7f1 it 46) fa Grtd taSMa ,at r+>aaa, ust sale tnad fray rst( kxy k.41401 3} Pry ;dv t;,9 e.ar.a ,'cl brb F.cad }eats- 1' }i lk%R AT W 1 a 171 soy mw, aaa x;:Fairtx'axta caa. b ae s. _' / uu (1) a[n'o d ,n i+ EedaY Mu: Gt'CCM a'v2t»n fw 16 Sett 6aad3 Wxa M to —f dtc / rraEt 4G ftdaddt4W. 1 aa+(mead c« xxee masxe tx a maat+x as y&t 537 atb Ap St6 i !' - i-iJ2" C;F/R f i gam 6 i, afes 6CSi 18 99 a ty Uad CA77 ou 191 w"*" okra toad two s c t_ 6y f adz as W wN" Y 15b mdac&af > 64f2 k) a 5`d51 qM , 5} A9 tick# mk t w aaeec t to de(Ec4an. r =" (tru,J} uw.c Noe 4 dd Scc skcEch rCea: _ f rypg; P strtsxCstt1yf8.8 17'..4' aad krran marts- ( d aaads f(5Na Ju h :;>t d b rana%iens meelrt4 tea flmido 11,rq Cod¢ 9adians 1601. S.i os aip6ca5£t f ( _ 5) sr . t rid fi t to .w. c vx 1 f 0ae f ,, k, fit wbsLt fad Ix I- 5 "It— ,-f'm>=iStYJri / ,• I"' 1 I marf4."t tt \:t• l s PbAv Ak9asau mu-t cvnay m [tw «cGMtctmm ' • • • • .___ E. 6 aef«5esrSLLSNELALRPLOX) _. AIRS FOR 10k) RAING C S AxsxF a<era _ rlwM i NtYk2Ci6G 9} :Aa do;%_ _y c+dadc mat rodw medx Mon u< .1a mod 6y 4 C 4 EAC1f A(kXkWNAE _ $F 2li .• [7 C r- 5! e (cIt, a[o xt to e; caku4oPaq twe racaelu* n reusbn7 m.;uruet o d sties d d-cwy item FFx _+ B 6F;;k4UE. wii7t4 {•aRtESi tcta d what. RENFORaD WU (RCt.ILt) O '. 5) tmxmA r' U ou'Ize rear, rose t: e4 £I 6.x1«e d tht cc.My. 1/2` CtR EW e (2} 5 S2{.%tA32 0.44 GR40 of OR60 I " .0 T " OF saY tt H 579 4 yP. y<V + (2Aid 6324 CARRiNO 0 cE • 4y .` S£FTNCR, FL 33584 to! Ryl REVMfox I Wit, ` ar Ot iAL E 44`` FL, P E U(; N0, cti R cEss FY_F DiSIGttl TlO JIT,2 D CAST—CRETE 8" LINTEL FABRICATION DETAILS 8 !8 tI _4 _ IfI i4 Q 8j%S ( act tea cv A( . y rP rsnt N NUMBER 1, f? G RAL. H'YISk _.__.__ 8/981 Q j7 5 a d".v aa'Y. " =ws F6,f NAM?. G'l$3-i( a.PAti9f 6Y: C£A1C PAR.G'+Na, ef. -f C. 1t0. HT% to i:AEE AA WER .... a n,." wsx_we ..,,, .. bA1C. 66(97794 pffC4tE T': CkMG Pow, ii, - 6E6. 4k 44766 mw7R6 t5r, F% swtr S Cf 1 F FINAL SURVEY LEGAL DESCRIPTION: LOT 34, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES i TAMPICO WAY. SANFORD. FLORIDA 32773 Benchmark Information- Seminole County Control Point GPS C28 _ Name 0117, Designation 488120117. R=10.00T Elevation = 45.350'. L=18.26'(P) N Elevations are based upon NAVD 88 Datum) A=104°37'02"(P) 1 Chord Bearing= S 86050'01" E 15.83'(P) ti S 86*48'19" E 15.83'(M) W E oC` S Co od N 34°31'30" W 31.56'(P) A Ql N 35'11'39" W 31.74'(M) aa\' o0 "C28 , Q e7 A Or / A o \ 0, 0 U AN Osot . / ••,••'.•.......... t`o ooa e . •.•.•.•. s Gs o b o o, spa s' sp 'P Q @1 Sanitary Manhole y Py Q' ..•.•. ed oy AlTR -Telephone Riser 10 rig • • • • • e (i ' ' ' •' Gore SDSSO - Sanitary Stub Out oti o' DLo Z 6 Q . sb• \(s` j odi o`( i O, a ° 955 yh2 Lot 35 its Tract "B" Open Space / Recreation 2 Common Area) P C located on Lot 37 Site Benchmark Information- 1 Fnd. Nail & Disk in Centerline Elevation: 51. 41' 2 Fnd. Nail & Disk in Centerline Elevation: 51. 04' All Corners are Fnd 1/ 2" Iron Rod Cap "LB 7623" Unless Noted Otherwise Revision: Added Final Survey - 04/D4/18 - BMJ Revision: Stemwall Location 11/29/17 TCD Graphic Scale 10' A' 40' Scale: 1 ", i Field Date: 4/3/2018 Date Cornpleted: (A (A118 NOTES is Based up pon the Legal0--ption 5urshnl by Clem Abutting Properties Deeds have NOT been Resea"Isedfor Gaps, Overlapsandior Hiatus Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon. is Assumed and Based upon the Line Denoted with a •BB'. I numtry, certify tnal Ink Boundary Survey.' the above De ftw, Prop srty It,>5.,-y True and ('..most !o the Best ofmy KrroMecige and Bu iet as recency Srye nrvd urger myDirection on the Date Shown. Based on Information fumished to Me as Noted and Conforms to the Standards of Practice for Land Surveying In the State o1 Florida h accordance wIM Chaplet- 5.07.052 Florida Drawn By: B. J. File Number:IS-37653 FI Legend. C Calculated PC . Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. Administrative Codes. Pursuant t 472 27 Fbrida Statutes. B Contorting Concrete Blrxk Pg. - Page Fence Ownership Is NOT determined. K fRF CM Concrete Monument Pt - Point of Intersection P.O.B.- Print Beginning Roof Overhangs, Undergrourd Utilities andrw Footers have NOT been located UNL ESSai- Q. o ' Conc. of otherwise noted. oR U Concrete Descripaon P. O. L - Point on Line PP - Power Paloa Septic Tanks and/w 0—Mield 1—tiom are approa motto and MUST b,, verified by Nos v a ri-E st" r FIRM 6637 UL Oratnage Lasement PRM - Permanent Refwwlce appropriate Utility Location Cr>trgsames Patrick K. Ireland-,-,,. F,oPwP LB 7623 Leml -Easement MonumentUseorThnSwveyfrnPurpusesotherthenlnlr•riled,WnhodWrntenverdreauon.With, F.E.MA- Federal Lrnerperxy PT -Point of at the user's Sole Rhk and Without LiaMlity to the Surveyor. Nothing Hereon shall be T ThisSurveyyis intend.•. eAY/prs Use Of Said Certified Parties. Management Agtrncy R-Radlus Construed to give ANY Rights or Benefits to Anyone Other than those Certified. 1}NS $UNB NOT VALID Uk aid Einbcssed Yfit^ SuNe ors Seal. FFE Fnd. Finished Floor LlevatlonFound Iron Pipe Rod. - RadalRSC - Robot 8 Cap POINTS OF INTEREST. DRIVEWAY OVER NORTH I ASt MINI PAVERS OVER SOUTH Ireland & Associates S 1Uey r g Inc. IF L Length (Arc) Roc. - Recovered Rid. - Roofed EASEMENT M N8D Measured Nail & Dlek SeeEt • Set' Ration& RBbar Cap -LB 7623' DocuSigned by: 1301 S. International Parkway Suite 2001 N. R. ORB Non - Radial official R- ord.Book T-Yp• - 1 yp UL Irwity t asament 1 I_ L.. I tea' e t a I C CCC rlt(AVv+((N Lake Mary, Florida 32746 P Plat WM - Water Meter r www.irelandsurveong.com P. B. Plat Book p - Delta (Cntral Anglef BlCED63FCAE64E& .. Office-4O7.678.3366 Fax-407.320.8165 Wood Fence 0- - Cnaln LlenkFence CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: DocurnentedConstructio" Value: JobAddress:- Y(OO.S' -rAvvifito VQ A. Historic District: Yes Q No Parcel ID: Residential [ 9 CommercialEl rype of Work: New K2 Addition 0 AlterationEl RepairEJ Den,00 Change of UseEl Move El Description of Work: plan Review Contact Person: Titl Phone: Fax: Email: Property Owner Information pe iPhone: j Name Street: 1 i Resident of property? City', State Zip: Contractor Information Name y(.VVVJi' PNj Lc Phone: el Fax: Street. it 5fell Qk-$ ',I ("' No.: CFC-k-% G'M city, State zip: 3 state License Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDFI) 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 conunenced prior to the issuance of a perillit and that all work will be p;*rfonried to meet standards of all laws regulati 49 construction in this jurisdiction, I understand that a separate perrult must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRc 11)5. 3 Shall be Inscribed with the (late of application and the code In effect as of that date: 5"ll Edition (2014) Florida Building Code RC%'v;C& Junc,10, 200 lilcilmit Ari OF NO applicable to this property that Wray beTVICI'-;: In addition to tile requirements of this permit, there may be additional restrictions 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 ol'Sanford requires payment of a plan review fee at tile time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittil. The actual construction value will be figured based on the current 1(,,C Valuation Table in effect at tile time the permit is issued, in accordance with local ordinance. Should calcukiled charges Figured off the executed contract exceed the actual construction Value, credit will be applied to your permit fees when the permit is issued. IQWNERIS AFFIDAVrr: 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. jgn,atare ot`0\vncuAgen1 Dale Print 0\vncr'.,kgcnt'8 Name of —Nmda—T)3-te-- Owner/Agent is — Personally Known to Me or Produced ID — Type of ID Signature ur('trntrtetarfAfcnt T) —. Sipaturcot'Nota State OfFlaridadate KRISTA MICHELLE VINE My CoMtrJJSSION #FF109694 F— XptRE 5 April (3, 2018 c rr gets is f ;ersonally Known to me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicalEl Plumbing e GasEl lzoof El Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps plumbing - # of Fixtures FireSprinkler Permit: Yes[] No R APPROVALS: ZONING: ENGINFIERING: COMMENTS: of Heads Fire Alarm Permit: Yes No E] UTILITIES: WASTE WATER: BUILDING: Re% ixv& June .10. 20 1 flecuir Applicazii,n CITY OF 0 Building & Fire Prevention Division0RDRESIDENTIALFENCEPERMITAPPLICATION ' fR( 7 7 7 blb, Application Na: Documented Construction Value: $ '2— D - 3c A Job Address: !kt' 5 TCA wip, I C, () L cv\i Historic District: Yes 0 No Parcel ID: Plan Review Contact Person: v i Title: Phou e 3 --7 Fax: -2- L':3 E mail: 2,"(A V fic"y)(1 c" GtA- 0, On l'i (1k CO(Y) Residential Fence Information Type of Fence: Wood [] Metal [3"' PVC/Vinyl [] iron Other Fence Height: b Feet # Gates: 1 s 4 1 Total Linear Feet: Additional Information: H \Nj'l). Fences with a height of over 6 feet will require signed & seated structural engineering" Property Owner Information Name lYi\j id \.hj6N I Street N Resident of property? \ 4D City, State Zip: Fence Contractor Information NameLutAc- Phone: Street: () tLj Fax: City, State Zip: Please Note: The Building Department does not perform site inspections oil Residential Fence permits. A signed and notarized Fence Affidavit is required to be submitted along with this permit application. Please seethe attached Fence Permit Submittal Guidelines. 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. Effective: August 1, 2017 Pplicarioll 1s herby inakic to obtain a permit to do the work and installation, as indik:;Afed, I :ertit", that no %ork or installation ha, C0111111cliCed Prior to the issuance ol'a permit and that all \wrk will be performed to meet "tandards of all LM, I-Cl_'Ukl(lllg C011"truclioll ill till, ' ittriNdiction. I understand that a separate perinit must he secured for electrical FNork, plumbing, signs. wells, pools, furnaces, boilers. heaters, tanks, and air conditioners, etc. FR(' 105.1 Shall he inscribed with the (late of application ;and the code in effect as of That date: 5"' Edition (2014) Florida Buildiog ('ode No I in addition to the requirement. of this permit, (here nia\, he additional restrictions applicable to this property that nw, be t'k)tlll(,i in the public rCC01-d' of this count\, and dicro may be additional permits required front other vo\crliniental entities ILICII as eater nianageniciv district,, state agencies, or federai agent re,. celitancv ol'pennit i, \ erittQation that I « ill lloti("v the owner of the property of the requirement; of Florida I jell Lave, . I,S 7 13. OVVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work sill be done in compliance with all applicable IaNvs regulating construction and zoning.P% al I Oat,: Vti lier !\gellt isY111111 Personally Knox to Me or Produced 11) _ __ 111111 Type of 11) RACHEL BLACKINELL rk Florida 76 0 p", Notary Public- State of Florida Commission # GG 166876 my Comm Expires Jan 12, 2022 Bonded through Nationat Notary Asia 1011 A- 11TInt ( otillaI'l Nam,: gt Ituic of \oUn-1, -staWot, I'lof Ida Daw Contractor A(,eril is Personally Kno\vri to Me oi- Produced 11) - ------ Type ot'll) . ... ... ... JANNICIE MARIE TORRESeqCommission # FF 158171 Expires September 9, 2018 4ww- TWf Fr. 1 0 wa'W' 7019 BELOW IS FOR OFFICE USE ONLY PLAN' REVIENVAPPROVAL: UTANNING: HISTORIC: COMMENTS: Ok to install approx. nk— linear feet of 4 foot high AYPEI-ai fence and gate(s) as shown on plan. Fence shall be constructed with finished side facing outward. Alcot<k' Augki't 1,201- Date: I cc " Li v4 of Fence Outlet to be my lawful attorney-inact,, to act for Company or Business me and apply to they. td Building Department fora —Fence permit for work to be performed at a location described as: Section Lot Block UM= WITITIT9=1 Address of Job) Owner of Property) Range and to sign my name and do all things necessary to this appointment. ul Patel Q.CL #0000953 1 U101 ILI - I The foregoing Instrument was acknowledged before me this Z,) day of i L!L 2018 by: Raul Patel Who is personally known to Me or produced identification. Notary Public, State of Florida AM)REV9Mj. SgTMTON0Y Co* MMON Bmw7bMtkWYPU*Ww" Siaidure of Notary) E1 Commission No: 2122/2018 SCPA Parcel View: 22-20-30-520-0000-0340 cra Pro p( -,qy CLard Parcel: 22-20-30-520-0000-0340 Property Address: 4605 TAMPICO WAY SANFORD, FL 32773-6009 Parcel Information Value Summary Parcel 22-20-30-520-0000-0340 Owner WEEKLEY HOMES LLC W-1--fi-n Method Property Address 4605 TAMPICO WAY SANFORD, Fl. 32773-6009 Number of Buildings Mailing 1111 N POST OAK RD HOUSTON, TX77055-7310 Depreciated Bldg Value Subdivision Name KEnL,AN P QINTE Depreciated EXFT Value S1-SANFORD Land Value (Market) 0005-PUD UNDER DEVELOPMENT Land Value Ag Jia71;1,jarkqt Portability Adj Tax District DOR Use Code Exemptions 2018 Working 2017 Certified Values Values Cost/Market Cost/Market 0 0 40,000 39,160 40,000 39,160 Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $40,000 $39,160 Tax Amount without SOH: $745.00 20_1 It T, q_x3ii1t $745.00 1e'-< - Lat —'- afar Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 34 REAGAN POINTE PB 81 PGS 45-52 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools 40,000 0 40,000 City Sanford 40,000 0 40,000 SJWM( Saint Johns Water Management) 40,000 0 40,000 County Bonds 40,000 0 40,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 7/1/2017 L8 _q61 z 351,700 Yes Improved Land Method Frontage Depth Units Units Price Land Value I LOT 1 $40,000.00 40,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 01827 NEW SFR SANFORD 215,974 6/19/2017 hftp:// parceldetaii.scpafl.org/ParcolDetaillnfo.aspx?PID=22203052000000340 1/2 FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 34, REAGAN POINTE, ACCORDING TO THE PLAT- THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWw.FEMA GOV ' THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007, CERTIFIED TO: DAVID WEEKLEY HOMES Benchmark Information- Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) 1 0 5s"! Tract "B" Open Space / Recreation Common Area) Site Benchmark Information- 1 Fnd. Nail & Disk in Centerline Elevation: 51 A V 4iO #2 VIE Frid, Nail & Disk in Centerline Elevation: 51.04' Revision: Sternwall Location 11/29/17 TCD a Ole, ek 4605 TAMPICO WAY, SANFORD, FLORIDA 32773 C28 R=10,00'(P) L=18.26'(P) A=104'37-02"(P) Chord Bearing= S 86'50'01 " E 15.83'(P) S 86'48*19" E 15.83'(M) is, CO Lot 35 X 6 1112812017 Date Completed: 1112912017 R.S. File Number:IS-37653 FC Legend- C Calculated PC Point of Corvette. Fig. -Pago PI Point of Intersection CM coa Fdo monsinfent P.Q.B. • Point of Beginning Cone Concrete P. Q.L.nri PoliO4, lne r, aAk- PPPowerIsULUrrimak9s, Elceparson PRM Permanent Reference Lanst Easement Monument FL, M A • Federal L, ouey P Point of ranges" Management A"" Fit Radius F+L Finished Floor Elevation Rod, Radial F no. Found RaC • Robot & Cap IP ton PlpB Rec. • Recovered I. Length (Arc) Rid Roofed M Measured set Set ' A' Reber N&O No" & Ditils Robot Cap'La 7Q3' N.R..Non-Radial TyrTypical okFt official R000pis Hook LIE Utility Easement p plot VVM • Water Flow P 8 Plat Book A Unite (Cordial Angle) I L1 N 34' 31' 30" W 31,56'(P) N 35'11'39" W 31.74'(M) 0 - smuttily Menthol. TH Tolophissits Riser sso Sanitary Stub Out 1209 0,5, its C' P.C. locatedon Lot 37 Ok to install approx. W ( linear feet of _q_ foot high Lk6j__a:fAjj fence and J_ gate(s) as shown on plan. Fence shall be constructed with finished side facing outward. I NOTES- I hereby Celfiffy that this Boundary Survey of the above 003M77 _PMP-11y 11 Sureey Is Based upon the Legal Q-00non Supplied by Client, True and Correct to the Sent of my Knowledge and Belief as mon"lly Surveyed Atnining Properties Dead, hart NOT been Researched for Gap,. O—Leneull., "Le., under my Cimicitran on the Onto Shown, Bidead on Information turanifead M Me 5.rbj- to any Easements todloc Restrictions of A.—d' as Noted and Cordernris to the Standard. a Proolkso for Land 6—yW Rearing basis Nh—en he,-.. i,Assumed and Based upon it,, Line Denoted with. In the State of rimich, in ... ord.oce with Chaplin- SJ-17 052 Freddie 80"Ing Tim are NOT to be used to reconstruct Ptopeny Lines, Administrative Codes. Pursuant ( Less 472 27 rioryla Statutes - Fe ce Ownership is NOT determined, CK I Root Ovetharms, Underground Utilities and/or Footers have NOT been located UNLESS mh-- noted For ,San,,, ranks uld/is, Onsin(Wit locations are.rim—mate and MUST be —ifi.d by Ae:'r THE appropriate Uutu, L.—Jon Comp —no FIR' Use of This Sur" y lot Purposes our., chair int-di,ri, With or Written Verification, Mine Patrick K. Irelan _oP 663 LB 762: i I Be of Said Certified Parties at the User', Solerest, and Wohout Liability to the Nothing Hersum shall be This Survey is Intend UNI§ d Embossed itith Sum ys Seal Construed to 9— ANYRightsorBenefitstoAnyoneOtherthanthoseCertified- This Survey NOT VALID)JhL 4710510_'i EASEMENT POINTS OF INTEREST - Ireland k Associates SuriveF' Rg, Inc. PROPOSED CONCRETE DRIVEWAY ANDSIDEWALKCROSS5'UTILITY 1301 S. International Parkway Suite 2001 I-Eike Mary, Florida 32746 wwwire land surveykV,corn Office4O7.678.3366 Fax407,320. 8165 CITY OF fiRf OUPAR14MUM Building & Fire Prevention Division FENCE PERMIT SUBMITTAL CHECKLIST RESIDENTIAL ONLY) All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Fences must be compliant with the City Land Development Regulations, Schedule F M/ Fence Permit Application completed and signed. Application must include correct address and complete parcel I.D. number. CM Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value (if the contractor is the applicant) 0 Copy of the Business Tax Receipt (if the contractor is the applicant). El Owner/Builder Statement/Affidavit 0 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Gel Indicate the number of linear feet, height, number of gates, and type of material on application, Two (2) copies of site plan indicating where the fence will be located on the property. L4,' Fence Affidavit, signed and notarized No Permit is required for Fence Repairs. A Fence Repair is qualified by one or more of the Replacing individual slats; no more than 10% of the entire fence Replacing a section; no more than 3 sections of the entire fence. A section is defined by the fencing material between 2 posts. Replacing a post; no more than 4 posts total. Posts must be placed in or directly around the removed post without encroaching on neighbor's property. Replacing a gate Please contact the Building Division if you have any questions on Fence Repairs" These guidelinc s ivere compiled to assist the applicant in preparing aftnce permit application and ma.Y not be complete. The applicant is required to meet all City of Sanford codes and requirements. Etkctive: AUgLISt 1, 2017 CITY OF Sk4FORD Building & Fire Prevention Division FIRE Of PAR IMil N7 RESIDENTIAL FENCE AFFIDAVIT 6 FEET OR LESS IN HEIGHT) PERMIT M Q ,_4? ADDRESS: w HEREBY AFFIRM THAT ALL OF THE FOREGOING INFORMATION IS TR E AND ACCURATE. THE FENCE WILL BE INSTALLED IN THE APPROVED LOCATION AS SHOWN ON THE APPROVED SITE PLAN. THE FENCE WILL BE NO HIGHER THAN 6 FEET, MEASURED FROM GRADE. THE FINISHED SIDE OF THE FENCE IS REQUIRED TO FACE OUT. IT IS THE HOMEOWNER'S RESPONSIBILITY TO VERIFY THE FENCE IS PLACED WITHIN THE PROPERTY LINES AND ANY DISPUTES BETWEEN ADJACENT HOMEOWNERS WILL BE A CIVIL MATTER. I UNDERSTAND THAT FAILURE TO PROPERLY FOLLOW THESE GUIDELINES AND ADHERE TO ALL CITY CODES (SANFORD LAND DEVELOPMENT REGULATIONS, SCHEDULE F) COULD RESULT IN THE FENCE HAVING TO BE REPLACED, RELOCATED OR REMOVED AT THE OWNER'S EXPENSE. FENCE CONTRACTOR BY SIGNING THIS AFFIDAVIT, YOU ARE ACKNOWLEDGING YOU HAVE MADE THE HOMEOWNER AWARE OF THE FENCE AFFIDAVIT STIPULATIONS AS STATED ON THIS DOCUMENT. COMPANY / CONTRACTOR: CONTRACTOR SIGNATURE: El HOMEOWNER (OWNER/BUILDER) OWNER/BUILDER NAME: OWNER / BUILDER SIGNATURE: PLEASE NOTE" DATE: '2 23 t z DATE: THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON RESIDENTIAL FENCES. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE FENCE. STATE OF FLORIDA COUNTY OF Sworn to and Subscribed before me this 2Z day of k' 20 IS by: I C.v-- Who is)3:yersonally Known to me or has 0 Produced (type of iid\entification) l \ _ 1, ture of Notary Public of Florida Print/Type/Stamp Name of Notary Public as identification. JANMCE MARIE 10RRE8rfCommission#FF18817i September 912018eao4s' R Expires F , a Bmd4dTtuuT°yF infn RfC.- ..- A---f 1 1hi? CITY OF SANFORD BUILDING & FIRE PREVENTION PERMITAPPLICATION A'ppficarfiow) Not Documented Constrtiction VaIne: Jre rDstrYNobAddss, Histoiciict: esoParcel11), Residential M' Conintercial Typc of Work., New Addition[I Alteration 11 Repair F-1 Derrift L Change of Use F I Movc 1] Description of Work: f Plan Review Contact Person: Title: ---,— Phone-. Fax: Entail: Street: City, State Zip: Property Owner Information Phone: Resident of property? : Ax"I Phone: Street: Fax: City, State Zip: t, / State l,icense No,: Arch itectlEng ineer Information Name: Phone: Street: Fax: ww City, St, Zip. E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION, 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 pertnit and that all work will be performed to nicer standards of all laws regulating construction in this jurisdiction. I understand that a separate permit roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105,3 Shall he 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 Pormit Application Nt111t,%1,. In nddition to kile requirements of this permit, there may hc. aeielilional restrictions applicable to this property that may be found in the public; records of this county, and there imiy be additioo'll permits required lion) other fpvoI'll nI entaI entities such as Water rtaaatttr, eratejnt dist:rids, sate ag',e.tt£ ies, or Federal ag('nt'ies. Acceptance of laerrnit is verification titaat I will notify (lie Owner of`the; properly of tlic requirements rrf Florida Lion Law, FS 713. ho City orsrantor(f requires payment Ora plan review tee at tire° tithe ot'pertnit submittal. A copy of the executed contract is required in order to calculate it plan review charge and will be considered they estimated construction value of the job at file time of iObitaittaal. They actual construction value Witt be figured hraseel on the c.urtent i('C' valuation "fable: in e;ffiec:t at the tittle the iaerrnit is issued, in aaccerr( faauc:e witit local ordinrance.. Should calculated charges figured Off the contract tmxed the; cac.tuaal cott4tratctiort viola€s, credil will be talapliect to your permit fees where the, pertttit is issue (L OWNER' S AFFIDAVIT. I certify that all of the foregoing information in accurate and that all work will be Moire in compliance with all arpplicable laws regulating construction and zoning. x I k # r r igaaalm, ofOwmrf.Ageot Date Srt}z Oure ofC;oo' tcrr/Agent Mite Print OwracrfAgcnt's Name Signature of Notary -State of Florida Date Owner/ Agent is — Personally Kaowo to Me or Prodocecl ID _ Type of ID Print Coll IraetorlAgent's Name Srjaiautuee of Notary -State 1117 Florida MY COMMISSION ## FF985 918 C: otrtta A feat ixirt'tstit wta to Me or 407 3 -0 3 ntsary ury m r, _ Proclt . BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] F'lectriccal [] Mechanical[] f'tt nibing)E] Gatso Roof [:] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric m # of A,nrps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No U It of I leas ____ — Fire Alarm Permit: Yes [] No E] APPROVALS: ZONING: _ _ _.. UTILITIES: WASTE WATER: ENGINEERING: __ m . _ m FIRE: BUILDING: — COMMENTS: Revised , lame 30, 2015 t'enarit Alalalicatiora FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 34, REAGAN POiN I I E ACCORDING '0 THE PLAT I HEREOF AS RECORDED IN PLAT LOOK 81, PAGES 451 HROUGH 51 OP T, HE RUBLIC RZECORDS C)F 4EAMN(41 COUNT(, FUDRIDA FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007, CERTIFIED TO: DAVID WEEKLEY HOMES J SANFORD, FLORIDA 32773 Benchmark Information - lot, Seminole County Control Point GPS C28 Name 0117, Designation 488120117, R=10.00'(P) Elevation = 45.350', L= 1 8.26'(P) N Elevations are based upon NAVD 88 Datum) # 1 A=104'37'02"(P) Chord Bearing= S 86'50'01 " E 15.83'(P) S 86*48'19" E 15,83'(M) IN E K, S Ll eK, Ito C so, N 34'3 1'30" W 31,56'(P) N 35"11'39" W 31 34'(M) tp 7 t 0 d" 4> K, 0 Tract "B" Open Space I Recreation Common Area) Site Benchmark Information- Ql #1 Fnd. Nail & Disk in Centerline Elevation: 51,41' 41 #2 Fnd, Nail & Disk in Centerline Elevation: 51,04' AA Lot 35 Revision: Sterriwall Location 11129/17 TCD 40 - ft—,y Wrftl. TR T.16P.- R-1 8-ft'i, SWI, out U P.G. located on Lot 37 Graphic Scats Seale. V-20' Field Date; , ,28yzoi I I Data Completed: 11 i2W2017 TF1- 1N-"1qN-I--(d1-' blll--d--14-1141111 I _" Iso~' y of tW, . i-) K M my W y 01 =w sht. - M.M.-Z'= Drawn BY I File Number.15-17653 FO L*9IIn1I,P, Now and .1 P-1- set 4.8'_'k St" c OW.Avd f'.jei of 0 4 1 1 'W*M Sl.. Adl",enft4 Coaea, P-611 t C..Nmk. P21 P P! 1$ cm 0 ose" IP0. P 01, • PeIM Ua Pl. D- 194 THE fay"ff1%11'1jFIR DE C.1-Q. L—t PH P," PHU Pe Ro 16P Patrick K. lrelanWN 6637 LB 76Z N-~ F,E, M,A, F ed"" =r" RCpo" of Tangwwy Timis Sume hser p se of Sold Certf!W Patties SUIL ZIP'4Manna ,;,,q R R.M. Ffill.hd Floc U.NW Rd. R.M Title Sw sy I VXX KL idlireiosaiid*,Sun SW 6 IAssom' Wes Surve fvtc' F- F. M R&C R.IPc & c IF, Imn Ple* CONCRETE UIWWAY AND q[)E*A,K CRCSS S* U I. h (A. I R— Rfa tASEMENr ITC, Ind VRY N&O NO$ Qbk R. SK. set 4' U", C.,,'Lli 76n' 1301 S. International Parkway Suilte 2001 R ORB N— R.611 OtkW Rwl" Isoa Iyp I Ik W4" .. Lake Mary, Florida 32746 P Pee wM • Wet. M.W www.1relandsurvoying,com P 8, Pei 1111* 4 4 DOI. (0 1.A14.) Office-407.6783366 Fax-407.320.8165 CNI" CITY OF SANFORD N BUILDING & FIRE PREVENTION PERMIT APPLICATION V 7ApplicationNo: Documented Construction Value: S Job Address: Historic District: Yes NoK Parcel ID: ResidentiaQ Commercial L J Type of Work: New AdditionEl AlterationEl RepairEl Demo El Change of UseEl Move El Description of Work: T"'!alau Ut thek WA e Plan Review Contact Person: KA _QA1 j 'KPY Title: A- Phone: Fax:(,. 3_ 357f -a?- Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information ll 7 Name , APhone: 24t I tscC=C0.130 )a,LA Fax: 3 Street: City, State Zip:' c. 1 State License No.: _av' Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 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 restrietiuns 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 accuri`work will be done in compliance with all applicable laws regulating construction and a: g. Signature of Owner/Agent Data Sigv4dre of Contractor/Agent Print Owner/Agent's Name t Contractor/A ent's Name 1"} %'"% f f Signature of Notary -State of Florida Date Signature of No ry-Sarre o Florida Da CHERYL D IAKERS MY COMMISSION i# FF998962 EXPIRES June 05, 2020 taorl lira utsa r tsrnaanotp Sace.cwa Owner/ Agent is Personally Known to Me or Contractor/Agent is _ f!F'ersoanally 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 GasE] 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 © NQ Q # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes E] No WASTE WATER: BUILDING: Revised: June 30, 20I5 Permit Application STATEWIM I" State Cert CAC032448 1-888-831-2665 M .DEL -AIR HEATING o AIR CQNDFI'1(INING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 3obName: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job, Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7,0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0,34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES PLAN NAME 7413 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANSIFAN- TOTAL - CONTRACT Added 3113/17 ry LIGHT COMBO§ 4/0 PRICE 6,597.00 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,1819.00"I"111,111111f REAGAN POINTE - 40' GARDENS PLAN NAME 7510 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANS/FAN- TOTAL CONTRACT NOTES UgHT COMBOS 4/0 PRICE 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8 2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials—_ FINAL SURVEY LEGAL DESCRIPTION: LOT 34, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES TAMPICO Benchmark Information - Seminole County Control Point GPS C28 Name 0117, Designation 488120117. R=10.00'(P) Elevation = 45.350'. L=18.26'(P) Elevations are based upon NAVD 88 Datum) A=104°37'02"(P) 1 jIR\ Chord Bearing= S 86°50'01" E 15.83'(P) S 86e48'19" E 15.83'(M) c aA 10,# 2 Tract "B" Open Space / Recreation Common Area) \ \ Site Benchmark Information- \ 01. #1 End. Nail & Disk in Centerline Elevation 51.41' Q #2 Fnd. Nail & Disk in Centerline Elevation: 51.04' Field Date: b1312018 Date Completed:0 it'u'8 Drawn BY: g.J. FAe Number.IS-37653 FI Legend cC Ca CdN . Ce tee 8brk PC - Pd. d Cuwekaa P0. - Pon1 ofInl-11bn CMorlcC Concrete Mmumenl Cone_ P,O.B.- POIM dmBegreinning P, 0.L-Polm o D Dea°dp(bn PP -Power Pde DE Eerr1LDralnega Easement E-- t PRM - Permanent Rdertelo Monument F. EMA - Fedard Lrnngaay FT • Point of Tangwwy Management ApenLY R -Radios FFE FN. Fktklwd Hour Llevdlm Red. - Redid Found R8C - RabBr 8 Cap IP LImo MP Lergrh(Wc) Rec - Reeweatl Rid. - Rooted M Meaauled Sd -Sal M."RaberB N8D NW BDrkk Non- RaM H." Cap•LB 7623*N. R. TVP. •Iypkw ORB OBlopl RS=dB Book UE - ulSlty Emr_W P P.B. Pid PMtBpde WM •W_M_ A - Della (Canted Argla) sd 4ewoo gype'e"s yy Lot 35 All Corners are Fnd. 112- Iron Rod Cap " LB 7623" Unless Noted Otherwise Revision. Added Final Survey - D4/04/18 - BMJ Revision: Stemwall Location 11/29/17 TCD NOTES- aaurvryn6aeedopenmeLegali, iat rbn Sup beenBeseNeiMOieM. Hlam 1l bja go Ift E ief Deeds M If dGryn OvwtagnM:w arMinq bus dewnhereon bnuumW dBased penH,elMe Der«edwlM e'BB'. aauadirq nes, ra "rTd ueed Wre[onebuct PropealY once. a neemerahlP1, a ewTan.,minea. aporo.emaa9 wae.groana unluNe,nae«rwura have Nor heart«amd uNless wher.lu rorM asepac Tanka aM/w OralNield I«aeens are appoalmaM and MUST beveahetl by sPProPwne Unkry l«arlm Companln of ihie Sur ey l«Purposes other than lnlended. YAthour NYlllm VeNitatbn, Wlll be Il the Uur's5de Bhk aM WIIAouI LNb111tY lorhe Surveyor. N«Nrq hereon shall be onaued to9lye ANY al9hre a aenellOro anyo,r Orha Wn rleoeeCndfied POINTSOFINTSBBST- DRIVEWAY OVER NORTH EASEMENT PAVERSOVERSOUTH EASEMENT ED— Sig, led I,/by: F I k I J B10ED63FCAE64EB... mod` SANFORD, FLORIDA 32773 L1 N 34° 31'30" W 31.56'(P) N 35° 11'39" W 31.74'(M) Sanitary Manhole TR-Tdephme Rlser SSO - Sanitary Stub Our 7 aA J P. C. located on Lot37 Graphic Scale 1' 2' 4' Scale: 1"= 20' Patrick K. Irelan ',%',,-.TepPIaP6 16637 LB 7623 This Survey h Intend Y - use of Said Certified Parties, ills Suva NOT VALID UNV sidEmbcsWWtw kn ol's Sed Ireland & Associates Surveying, Inc. 1301 S. International Parkway Sulte 2001 Lake Mary, Florlda 32746 www.l relandsurveying.com Oft1ce407.678. 3366 Fax407.320.8165