No preview available
HomeMy WebLinkAboutProduct Evaluation Report; Roof Decki Force Engineering &'Vesting 195-10 Rambiewood Drive Humble, Texas 77338 Phone: f280540-6603 PAX: (28f)540-9966 Websile: www.forceengineeringtesling.com Product Evaluation Report: CARPORTS ANYWHERE Hampton Rib Roof Pagel over opus framing Florida Product Approval # 27402.1 R2 Florida Building Code 2020 Per Rule 61G20-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID: 12901 Validator- Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1- 4 IN c %b138223 ° Cr 6� G ► �" yn` 00 @) I I FL# 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. ) COPIES OF THIS ENT ARE NOT -RED SIGNED AND AND THE IRE MUST BE ) ON ANY JNIC COPIES. 1 • Force Engineering & Testing 19531) Rambluivood Drive Humble, Texas 77338 I'hune: (281) 540.6603 FAX: (281)54(1-996fi • �Vebsitc: e•air.li:rccengincerinyllestin);.cmn Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3,2,1504.7. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2020 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y4" major rib at 9" O.C. Panel Roliformer: MRS Metal Roliforming Systems Panel Fastener: #12-14 x %" HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2020. Allowable Design Pressures: Table "A" 26 Ga. Hamoton Rib Roof Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 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.14 Ga. Steel Framing Min.14 Ga. Steel Framing Min. IS Ga, Steel Framing Min.18 Ga. Steel Framing Design Pressure Includes a Safety Factor = 2.0. FL# 27402.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN .N ON THE DATE CENT TO THE SEAL. ED COPIES OF THIS VENT ARE NOT DERED SIGNED AND !D AND THE TUBE MUST BE IED ON ANY 'RONIC COPIES. F' Force Engineering & Testing 19530 Ramblewood Drive flumble.'rexas 77338 Phone: y281) 540.6603 FAX: (281) 540-9966 Website: Hsv-w.rurccengineeringtcsliiig.com Table "B" 29 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: W-3°-W-3"-6"-3"-6" 6"-3"-6"-3"-6"3" 6" 6,•_3"-6"-3"-6"-3"-6" 6"_3•-6"4"_6"3"4„ Fastener Spacing: 4'-0" O.C. 2'-0" O.C. 4'-o" ox. 2'-0" O.C. Design Pressure includes a safety Factor = z.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2, 1504.7. 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 ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-0060T-18A-E, 667-0061T-18A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-0060T-18F, 667-0061T 18E 3. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901 Test Standard Equivalency: 1. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. �b 68Ma 0 o e d 9 t4 a �zrz e�®d��G�AAL QBulm FL# 27402.1 R2 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 Ramblewood Drier Huntblejrc.xm 77338 I'hune: (281)540-6603 FARE (281)540-9966 website: wirn•.forceenginecrinl;lcstiag.com Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and In accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof 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. ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. COPIES OF THIS ENT ARE NOT =RED SIGNED AND AND THE IRE MUST BE ) ON ANY DNIC COPIES. FL# 27402.1 R2 G" Force Engineering arc 'Vesting 19510 Ramblovood Drive Humble, Texas 77338 Phone: 1281) 540-6603 FAX: (281) 540.066 Welmile: sre-w.forecenginecring( sling.cum 26 Q. HAIAPTON RIB FASTEIER PATTERN 2-1-2-1 `#12-14 x 314' KIM 503 W/ IMPA BONDED NEOPRENE i:ASHER 29 GA. HAIAPION RIB FASTENER PATTERN 5.. 3.. O. 3" 3' 1 4._ Q 12 -1 L x Sj = HY;11 SD.i 5V/ 1.1IA.' MIDED NEOPRENE VbNrH, R ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. I COPIES OF THIS ?NT ARE NOT cRED SIGNED AND AND THE IRE MUST BE ) ON ANY DNIC COPIES. FL# 27402.1 R2