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Home My WebLink AboutPRODUCT EVALUATION REPORTSCANNVD • BY '01-ce h;ngineerinti &. Testing 195.i11 Kmublranatl Uric• StS4Lucie CQ,�� IlumNlc.'I'e�n. 771 tS b4AV G ail one: t381 t 54p-6Gu3 1 A X: (281 i 5411.9966 Wehtiili.:»i�u.fnrereneinectin„lestinp.ronf F"f PtER1� fit_ 3'��I�� Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over Open Framing Florida Product Approval # 6702.1 R6 Florida Building Code 2020 Per Rule 61G20-3 Method: 2 —B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) NON HVHZ Product Manufacturer: Carolina Carports, Inc. 187 Cardinal Ridge Trail Dobson, NC 27017 ��ilgineer Evaluator: WINGS Johnathan Green, P.E. #88223 y,� woo APPRD Florida Evaluation ANE ID: 12901 pakil i -D N Validator: Brian Jaks P.E. #70159 �__ �� -•- .` I M �p # 25626 Contents: Evaluation Report Pages 1 — 4 Nqq�� o D S o-- o a MYS OF a � • a •b., SEP 11 2020 ifljj'V�A �1 0®�� FL# 6702.1 R6 CONmq5;rpR COPY 210o --01?3 211b-01 -74 ZII D 01 75 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. F ._ 10S30 Kronhlmmid Drirr Humble. 1'evi% 773.18 11hone: 12811540-6603 FAX: 128115411.4r166 tt'ehsile: rrn•a.I'arccent;inecrin„hxlin!,•.rum Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Section 1709.2. Product Description: AG Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code 2020 Section 1405.2. Yield Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" min. order thickness Width: 36" maximum coverage Rib Height: '/°" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x %" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat channel purlins/girts. See Table A for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2020. Allowable Design Pressures: T.W. "A" Maximum Design Pressure: 59.9 psf -62.5 psf -83.3 psf +46.9 psf +57.3 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2.1-2-1 Panel Span: 5'-0" O.C. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4'-0" O.C. Substrate: Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing *Design Pressure includes a Satety Factor = Z.U. ° SUTE O ° SEP 11 2020®�Ipaf� 9Ndi6 FL# 6702.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. F Force Eiiig ieei-hig & Testhig 19:30 R.mthipm)(0 Drill- Ilnm111e, 1'v%:tS 77318 Phone: I"28II S40,6603 FAX: 1?8115'�t11-9966 \lrltsila;%%N,".rorccentancerin'RVslif] tt.rinn Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05(2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592-05 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 183-0063T-16A-E 2. Certificate of Independence By lohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. Quality Assurance Entity: The manufacturer has established compliance of wall panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. tf 7 000 6M23 6 G 7r>fi�- ca 0 LY c MTE� o s SEP 11 2020 //Z,8��@ FL# 6702.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. F. Force Engineering & Testing 19530 lta m blewm n I I )ri cr Ilnmbla. I'r�:' 7733N 1'Itonu: (28115i11-6603 1• \.\: t2\I1540-99(rb l5ibxilc: ��r��.ftrrcecutrinccrim„lt�tilins;.intn Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, and Chapter 16 for structural loading. '. 111 e 0 a n SEP 11 2020 ®�®/® AL FL# 6702.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. F Force Engineering & "Testing 19�,111 R.nnbh•�� norl I)ri1r Ilunthle, I'INuu: 128114;40-6b11t F \t: r2811;40-9966 1VrDeilc; nweJnrct•rrt�inrvri n;;f r•slin:•.rum PANEL FASTENER 2-1-2-1 PATTERN MIN. 18 GA. (GRADE 50) STEEL HAT CHANNEL FRAMING OR MIN. 14 GA. (GRADE 80) STEEL TUBE FRAMING #12-14 x 3/4" HWH SD#3 W/ 5/8' (16—) DIAMETER SEALING WASHER (SEE TABLE A FOR SPACING) � G o oelm(w cW EZ SEP 11 2020N 11NAL ifJfff FL# 6702.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, Wet �13 E�-#26626 ..... ..... ,.Florida ,33409 ... . ..... .. ....... .. . ...... . Agricultural Structures 8932 Carlton Road Fort Pierce, Florida i'FBC 2020 J 1-16 iH= 15ft Exposure B Adbmpm(Ult.) ...... . CONMOOR Risk Category 11 CWY 0,00256(1(z)(14�it)(Kd)(Ke)(V)-%2 Kz 0.70 Kzt = 1.00 Kd = 0.85 Ke = 1.00 ... .. . .. ....... V= 160 MPH (Ult.) 39.01 psf Velocity Pressure. .... . . ........... ..... .......... ...... ... ... ... . . ...... . .. ........ . . 0.60*q = 23.41 psf Design Velocity Pressure ZONE 4 -,FIELD! . ........ ..... ... ........ . .............. iAelf 10 i ftA2 Effqcive wind area + (1.00 + 0. 1 8)*qd 27.6 psf Design Wind NEG. — 1.110 - 0.18)*qd = -29;9 psf Pressures . ....... . ..... ..... ... . .......... ... . i'ZONE 5 - CORNERS (Worst All Openings) . ......... .. ;Aeff = 10 'ftA 2 'Effecive wind area PQ + (1.00 + 0..1'8)*qd = 27.6 psf Design Wind NEG p (-1.40 - 0. 1,8)*qd = -37.0. psf Pressures . . .... .... .. Yo4,6702,1, R6 .......... 26 G.a; AG7Wall 'Panel 4. i5allow 57.3 psf For*ft. span A1,60anning 3,.50 ft d -625 psf For 4 ft. span 37.0! p sf Pallowl 62.5 psf > Prrtax (Zone 5) 37.0 psf O.K. 1 [1. Shed 1 ........ ..... . ... . ..... .. . ...... ... .... . .. 'All wood components and cladding .......... .. .... . . ...... . . ...... O.K. BY INSPECTION All wood compohentsi anq cladding O.K. BY INSPECTION