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Home My WebLink AboutPRODUCT EVALUATION REPORT1 y SCANN F_ !i6>rce Engineering & Testing BY �y, 19:.101tumblranud Drier StLucie Chun r, I lumIIIv. 'I'ev:, 77 i ks L1�slttu�c-_�{ S I t 5111-6603 1: A X: 12811 5411-9961� H'cbsili�: �i��u.fnrv•ri•neincerin„I�>Iinc.com Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over Open Framing Florida Product Approval # 6702.1 R6 Florida Building Code 2020 I 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 I Engineer Evaluator: WINGS Johnathan Green, P.E. #88223 SHOP Florida Evaluation ANE ID: 12901 �VI N APPRO 1 I Validator: IBrian Jaks P.E. #70159 P • # 25I 26 Contents: W� y Evaluation Report Pages 1 - 4 N 'ism e'o 4Y�' a3� -• e e ; Li mr e A n /® SEP 11 2020 �'1,/, A& fie �� 9111 i 111 rL# 6702.1 R6 COLT �Oa COPY 2i ID --01'73 211b-01 -74 ZI\o-o175 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. fi F Illll Force Engineering c` Testing 19531! Rnmblemmil Drive 1{unthlc. I't•cas 77338 1°htnta: (_°81)5a166603 I•AV (281(4411-11466 • N'ehsilr: �n�•a.fat•rrent;ineerin;;tcslinw.com I Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Section 1709.2. Product Description: AGIWall 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 2620 Section 1405.2. Yii Id Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0,0185" min. order thickness Width: 36" maximum coverage fib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: 412-14 x %" HWH SDH3 with 5/8" (16mm) diameter sealing washing or approved rrosion Resistance: Per Florida Building Code 2020. Substrate Description: IMinimurn 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.,hru "A" Maximum Design Pressure: I -59.9 psf -62.5 psf -83.3 psf +46.9 psf +57.3 psf Panel Fastener Pattern: 12-1-2-1 2-1.2.1 2.1.2-1 2-1.2-1 2-1-2-1 Panel Span: J 5'-0" O.C. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4'-0" O.C. Min. 14 Ga. Min. 18 Ga. Steel Min. 14 Ga. Steel Min. 18 Ga. Min. 18 Ga. Substrate: Steel Framing Framing Framing Steel Framing I Steel Framing 'Design Pressure includes a 5atety Factor = [.u. I �,\N ifs J No uAL4.r1 ° o a W o�* ° Su 11 E of .� . `dVs6 w, SEP 11 2020 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. i Force Engineering & Testing 19530 Rambli•v and Dri%v I lumldc. 1'rcu,s 773.18 Plume: Q8115411.6603 FAX: I2311540-9966 1l cbsile: It 11 %1.1`01-ceTngineo1-41:1 VNIilll!X0m Code Compliance: The,product described herein has demonstrated compliance with The'Florida Building Code 2020, Section 1709.2. I load Evaluation Report Scope: Th product evaluation is limited to compliance with the structural wind requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: I 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: I! ASTM E 1592-05 Test Engineering & Testing, Inc. (FBC Organization tt TST-5328) IForce Report No. 183-0063T-16A-E 2. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization #t ANE ID: 12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) Itest 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: I Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) i Panel Fire Classification: i Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. POOe C a Myttg per. c OR 10 N SEP 11 2020 '°��8111��° �� ooae11 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. Design Procedure: F— IJ'orce Engineering & Tesfing 19531) Ramble (mil Drive llumhh-. rr�as 773tS Pllalc: 4281) 5411-6611; 1- \\: (2K1) 5JI1-99(a, �l\cbsilc: �rs�n.fanrr•nein.•erin„lrtilins;.rnm 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 p ,lover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, and Chapter 16 for structural loading. m.- � D c av o RY 0 @1 iP� 1 Yam' W" r ORIV SEP 11 2020 ®�A` ALi��®e ada�o4�r 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. i F Force Engineering & Tes ing 195311 Ram hh•v and Dr h v liumlrl,% I'vvvI 77 i 1% I'luN1e: I1$1;40-9966 1\ebeilc: �nre.1'nre•rrn:;ine��rin;;n•slin;;.rnm PANEL FASTENER 2-1-2-1 PATTERN MIN. 18 GA. (GRADE 50) STEEL HAT CHANNEL FRAMING OR MIN. 14 CA. (GRADE 50) STEEL TUBE FRAMING (SEE TABLE A FOR SPACING) #12-14 x 3/4' IRVH SDf3 W/ 5/8' (16mm) DIAMETER SFAUNG WASHER �141i10d$gg .00 wA Y NO 88Z23 S � a 0 4 e T$ e— .� e c SIAM cv o d �`6 ` SEP 11 2020 ®�®0 NAL�� 00011 B 111 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. ..y; i Thomas J Twomey, PE #25626 Agricultural Structures 12831 Exchange CourtSulteA 8932 Carlton Road 'West, Palm Beach; Florida• 33409 Fort Pierce, Florida .._......__ 1....... , , rDESIGN O_F AGRICULTURAL STRUCTURES 1 FBC 2020: /,ASC.E 7-16 i H= 15 : ft Exposure B • 180 MPH (Ult.) _ _... CONTRACTOR Risk Category II _................... -..... ... COPY 0.00256(Kz)(K?t)(Kd)(Ke)(V)^2 Kz = 0.70 Kzt = 1.00 Kd = 0.85 Ke = 1.00 V = 160 MPH (Ult.) - ; 39 0 1 psf, ; Velocity Pressure. `' i i qd 10.60'q = 23 4: psf - -. _.,._....... ._.. l . . _ ! Design Velocity Pressure 1:. • ZONE 4 FIELD; Aeff = 10 s ft^2 Effecive wind area POS. p+ _ (1.00 + 0.18)'gd -..I 27.6. psf Design Wind _ NEG. P. _. , (1 10 - 0.18) qd - i ..._. . - .__ ,_..... .. . -29.9 . psf Pressures ZONES -CORNERS (Worst Case -All Openings) i Aeff = 10 ft^2 ' Effecive wind area ! POB. ; p+ _ ' (1.00 + 01 '8)'gd =; 27.6 psf Design Wind _.._ ... ,.... ... .._.._....._........ _... . „ NEG. P. - (-1.40 - 0.1,8)'gd =; _._ -37.0. psf Pressures i I. Carolina�Car�ort{Florida Product ARoroval>No. 6702'.1. R6 57 3; psf For4 it. span .r.._ _...._ _....,--- _-.w....._... ....... , 26 Ga. AG Wall Panel pallow = rspanrnng 3 50 ft. ; -62.5 j psf For 4 ft. span - S Pmax (Zone 5) IP-1:= 37.0 j psf. ....._....... _.... _........ _..,..:...._... .... _...... ... .... ..._...._.: ............... _....._ . ... i IPallowl -62.5 psf > �Pmax (Zone 5) = 37.0 psf I O.K. i II. Shed - All wood components and Cladding O.K. BY INSPECTION Hi. Po e Barn All wood components,anq cladding O.K. BY INSPECTION