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Home My WebLink AboutPRODUCT EVALUATION REPORTSCANNFD F' By Force k:ngineerinti & 'Testing 19n311 kmnlilrennd Drirr StStLucie Cggn, Itumhle.'I'i•vr• 77i38 v a 411i 1 une: Y I! 440.6603 PAX: (281 ) 54I1-9961- N'rhsili�: u�eu.fnn•rcnLinecrin�liaint:.rnm 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 Engineer Evaluator: WINGS Johnathan Green, P.E. #88223 tlt'yp " Sp �C�N APPRO Florida Evaluation ANE ID: 12901 REV Validator: ' Brian Jaks P.E. #70159 --�-" -I M Y, P # 25626 Contents: J.--- Evaluation Report Pages 1— 4 I WAN 0 � 9 � ° e ew a MTe cx ° «v o •a„ SEP 11 2020 101)1a�0 FL# 6702.1 R6 COPY 2t io -C)I -73 211b-01 -74 Z, n 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. Force Engineering & Testing I'JS,iq Rmnbirtrond Drirr FGnntNc, k-Na, 77 18 Pllolll:: 12811�111-hGp3 I-.\\: (281);40-9466 - 11'chsilt•: rrt�•w.fnrcrent;inccrinnu�slin�.cum 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: Y0 major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x 3/" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. I 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 I Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. I Steel Framing 'Design Pressure includes a Satety Factor = 2.U. O a a n MTE OF SEP 11 2020 ®///ji' l i'16 i10�� F'L# 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 0 Force Engineei-ing & Teslinr 19:30 I2a11,Wpm and Dri11• Ifunlhlc, rrca.s77118 1111b11C: II I 5:111-6603 FAX: l2811 5111-9966 \lrbsile; wl�u.Gn•ceoni:inerrin�lctilinlsciml 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 Johnathan 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. a ORkDP��o�� SEP 11, 2020 ��°�11461%X%\ 0fill 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 N531! R 11110miuml Drive Ilnmhli. I'rs .as 771 38 1'hona: (2811-i40-61PO3 t \X: 12K11 ? 111-996h Wvhsih•: ��+��.for�•vcut;inrcrin„lctiliu�;.,•nm 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. 0 ° ae� a CRr UE c e er 4Ri®P, S E P 11 2020 j®l IA 49 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. Force Engineerint; & Testing 195311 Rumbim,nnrl I)rilr IINn11de, 1'cxas ?7318 l'IHn1e: 1281 1540-61.03 1• \\; 12811,540 9966 ...furcvruI'dHe(,riIntr•s1 inI'xiIm PANEL FASTENER 2-1-2-1 PATTERN MIN. 18 GA. (GRADE 50) STEEL HAT CHANNEL FRAMING OR MIN. 14 GA. (GRADE 50) STEEL TUBE FRAMING (SEE TABLE A FOR SPACING) #12-14 x 3/4' HWH SO#3 W/ 5/8' (16—) DIAMETER SEALING WASHER NO 88= s � 0 � a e MTE cr o SEP 11 2020 /o NAL 0111 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. 3`Thomas J T� " �283t Exchar West Palm B (561)... 58 DESIGN d 1. R12#25626 , curt, Swte A __:_ .,.. Florida 33409 FBC 202Q l ASt;E 7 16 H -„ 15 ft ' 160 MPH (111t) w Agricultural Structures 8932 Carlton Road Fort Pierce, Florida COPY :Q::—.... 0.00256(Kz)(Kzt)(Kd)(Ke)(V)A2 Kz = Kzt = Kd ;.. Ke = V= q = 39.0 psf Velocity Pressure. ........,._................ ..... ... ..... ._..... ......... .._... _..._ . _.. $ ... _ ._ ............_ ............�................. . ._ _ ......... . _..... _ .......... . ? qd = i 0:60'q = 23.4I psf ' Design Velocity Pressure ,....................._..........._....._......1......................._. .,........_........,..._......,_._..t. .. . _. . _ , s ... i ZONE 4 -,FIELD! Aeff = 10 i ft^2 Effecive wind area `(1.00 + 0 48)`gd = 27.6 : psf NEG.G.. p........... (1 10 - 0.18)'gd = -29.9 psf _._...:.__...... ...... ........ ...... _._.....__......_....._..............._.................._.... ..... ....... ..... .. . . ZONE 5 - CORNERS (Worst Case. -All Openings) Aeff = 10 W-2 ` Effecive wind area i POS. p+ _ ; (1.00 + 0 18)'gd = _. _..... _...._.._...... ,.. _. 27.6 psf _NEG ..........................'... (-1.40 - 0.1,8)'gd = -37.0: psf I 1.-Carollna Carport (Flor{ a Product AEoroval No 6702.1 R6 _.. >...... _.... ... 26 Ga. AG Will'Panel pallow = 57 3 psf For 4'ft. span 'spanning 3.50 ft . ...-...._ „ ;.. ... ...... 62.51 psf For 4 ft. span t .Pmax,(Zone_ 5) IP-1: _ 37.0 Of i , pallowl = 62.6 , psf > j Pmax (Zone 5) _ 37.0. psf 11, Shed' ! ; IAll wood components and cladding : 1111. III. .Pole.Barn All wood components,and cladding Exposure B Risk Category II 0.70 1.00 0.85 1.00 160 MPH (Ult.) Design Wind Pressures Design Wind Pressures O.K. O.K. BY INSPECTION O.K. BY INSPECTION