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Home My WebLink AboutPRODUCT EVALUATION REPORTSForce Engineering 8c Testing Inc. 19530 Rmnblcwood Drive Humblc,TX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1 Florida Building Code 2017 Per Rule 61G20.3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method: 63G20.3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• Gary Hartman, P.E. #73227 Contents: Evaluation Report Pages 1.4 SC BNNED St Lucid County ttlltu ulrrrr' y,0 r�ri CENs�C�. �No. 4fi� STATE OF SOY Om hOf '�l^ii .. .JGt cYrA r�r It Ok Ilrl�`,`' FL# 27403.1 ju*vI 18, 2018 Porce Engineeri�Tefiting Inc. 1953a Ramblewood Di,. Humbic,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structural wall 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 2017 Section 1405.2. Panel Dimension(s): Thickness: 26 Ga.: 0.01850 min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height Y" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y." HWH SDff3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. ' Substrate Description: Minimum 14 Ga. (Grade SO) 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 2017. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Wall Panel Maximum Design Pressure: •57.3 psf -72.9 psf -57.7 psf a46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-0" 0.G 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. 18 Ga. Steel Fmming Min. 18 Ga. Steel Framing "Design Pressure includes a Safety Factor =2.0. `,,tt[sulryrrpr CE HSP�iP No. 40 STATE OF OILI'D �+� % sa.ama +� f4; •. ilpriir irrr rho ��stl e`V,`� FL# 27403.1 JV4te 1-8, 2018 rFlorceginccrin� g & Testing Inc. 19530 Ramblewood Drive Humblc= 77338 Table "B" 29 Ga. Hampton Rib Wall Panel Maximum Design Pressure; -57.3 psf -1509 psf +39.0 psf 4143.1 psf Fastener Pattern: 6'-3"-6'-3'-6'-3%6' 6'-3%6"-3'-6"-3"-6' 6%3%6'-3"-6%3--6" 6"-3"-6"-3"-6"-3"-6' Fastener Spacing: 4'-0' O.C. 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. *Design Pressure Includes a Safety Factor= 20. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, 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 (2012) Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-DO60T-18A-E, 667-0061T-18A-D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Farce Engineering &Testing, Inc. (FBC Organization III ANE ID: 1920) 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. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. FL# 27403.1 3`t"I%F I I I11, t: E 14 S 449 •'o• STATE OF :ce • f• PL OIt. I'D 4" sw nazm• +��, SS. .G1, ,41 nnn 111 ,0 11 I1i� tt`,` JIww18, 2018 Force Enginceiing & Testing Inc. 19530 Rambl.od Dive Humbie'ZX 77338 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 2017 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 2017 Chapter 22 for steel, and Chapter 16 for structural loading. `,,Attu utgl2j' 1•01 C E N SF, l,�• 140.449 STATE OF o.�.FLOxiDA s cnn� ei�fA' • • FL# 27403.1 Jtt�ss, 2018 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 I4 v 3/4' M11H S03 VI/ 14MM BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6• }• 6• 3' 6' 3' 6• 3. `-#72-I4 r 3/4 MI S03 W/ 141IM BONDED NEOPRENE WASHER gW of govId2 C.OA y16M •��CENSF ;�� NO.44923 STATC 0 1 GRAN 1 8 2018 n FL# 27403.1 /76�--7'-� Force Engineering & Testing Inc. 19530R ble ad Ddve HumblgTX7733a- Product Evaluation Report CARPORTSANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1 Florida Building Code 2017 Per Rule G1G2D-3 Method: 2-B Category. Structural Components Subcategory: Structural Wall Compliance Method: GSG20-3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Eneineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• Gary Hartman, P.E. 1173227 Contents: Evaluation Report Pages 1-4 SCANNED BY St. Lucie County "E N,C E, E ty ri E ffsF No. 40 r .e STATE OF13 : rc '•�••` • L O RI'D f' • • r"�� lair •r�",, O R I L ?%0 Jbww 18, 2018 Force Engineering & Testing Inc. 19530 Ramblemood Drive Homble;rX T7M8 Compliance Statement The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structuralwall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASiM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or A5TM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1405.2. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.014P' min. order thickness Width: 36' maximum coverage Rib Height W major rib at 9" D.C. Panel Roliformer. MRS Metal Rallforming Systems Panel Fastener g12-14 x N" HWH SDO with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. 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 TableA&Bfor steel gauge. Framing must be designed In accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A' 26 Ga. Hampton Rib Wall Panel Maximum Design Prenpre: -57.3 psf -72.9 psf -67.7 psf +469 psf +54.7 PSI Panel Fastener Panem: 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.0 4'-0" O.0 4'-0° O.G 5'-V O.C. 4'-0' O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing- Min. 14 Ga. Steel Forming Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Forming *Design Pressure indudes a Safety Factor =2.0. 33331111rraltar77 HCE•E toto A4r: ////7777 .tn No. 4492:f / it 7b ew.. A. .* . -`oA;•RL ORI9f`•• s �arean �� S V FL# 27403.1 JM.a,e.18, 2018 Force Engine &Testing Inc. 19530 mbl..d De.. Humblm;M77338 Table "B' 29 Ga. Hampton RIB Wall Panel Maximum Design Praswre: -57.3psf -3509plf +39.0 psf t143.1psf Fastener Pattern: 6'3'$-3'-6'3'-0' 6'-3'-6'-3"-6'-3'-6' C-3'3"-3'-6"-3'L" 6*-3'-6'-3"-6'-3'-6' Faammer5pacing: AV-0- D.C. I 2'-0.O.G 4'-0'O.C. 2'-0'D.C. "Design Presume Indudesa Safety Factar= 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, 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 (2012) Test Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 667-0060T-18A-E, 667-006IT--18A-D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (ND. 44923) Cm Force Engineering &Testing, Inc (FBC Organization It ANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61620-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturers recommended details. Insulation: Manufacturers approved product (Optional) Panel Fire Classification: Fire classification Is not part of this acceptance. W. 44P •'^• STATE OF :cam v, se.ezra. SOP 8L 0it.I •t+4'% ' ti. irprm �'+2 ,.ONAL F" 27403.1 jv,w 18, 2015 Force Engineering & Testing Inc. tssr 8 7tambtewoa nde Humble,TX77338 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 2017 forwall 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 2017 Chapter 22 for steel, and Chapter 16 for structural loading. C E NSF STATE OF ; C o RI'D s +omr 'ii 70NA1 11111111110 FIDE 27403.1 Jtww 18, 2018 26 GA. HAMPTON RIR FASTENER PATTERN 2-1-2-1 • 3/4- M, H SD3 VI/ 14W BOMED NEOPRENE WMER 29 GA. HAMPTON RIR FASTENER PATTERN 012-14 x 3/4" OYRI SD3 W/ 141IM 004DEO NEOPRENE VIMRER gOAFlO1IOD C.OA. 029M NO.44923�� 9' %9'• STAMO S 4 10182818 FL# 27402.1 RI Force Engine�Testing Inc. 19530 RambI..dD ' H.blglX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval It 27402.1 RI Florida Building Code 2017 Per Rule 61G20-3 Method: I—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20.3:005(1)(d) NON HVHZ Product Manufactures Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Eneineer Evaluator: Terrence E. Wolfe, P.E. R 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 `33p1111728" c E. F �Z•rvQ'��. 1 c E N S No. 443� / STATE OF ; %' 0 ,.:.AL A.4. ss�re. �i�f 0RI9 ? August 8, 2019 SCANNED BY St. Lucie County Force Engineering & Testing Inc. 1953D Ramblebood Drive Humbl,T7t 77338. Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, 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. Structuml Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 orASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 orASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paintfinish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, 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: X" major rib at 9" O.C. Panel Roliformer: MRS Metal Rollforning Systems Panel Fastener: H12-14 x Y.." HWH SDH3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, 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&Bfor steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -573 psi -72.9 psf -67.7 psf +469 psf +54.7 psf Panel Fastener Pattem: 2.1-2-1 2-1-2-1 2-1-2.1 2-1-2-1 2-1-2-1 PanelSpan: 5'-0' O.C. 4'-0" D.C. 4'-D" O.C. 5'-W O.0 4'-0' O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel framing Min.I8Ga: Steel Framing Min. IS Ga. Steel Framing Min. 18 Ga. Steel Framing 'Design Pressure Includes a Safety Factor= 2.0. FL#27402.1 R1 `1111/1111lF 1!!! I %% F....... ,Wok •ice J% Q.Q% t c E N S No. 4 9 tf ', A. , STATE OF : et August 8, 2019 ry` Fr-:orce Engineering & Testing Inc. 19530 Ramblewood Drive Humblc;M77338 Table 'B'79 Ga. Ramptan Rib Met Panel Maximum Design Pressure: -57.3 psf -150.9 psf -39.0 psf +143.Spsf Fastenerpattem: 6"-3'-6'•3'-6'-3'-6' 6'-3'-6'-3'-6"-3'-6' 6'-3'B-3'-6'-3'-6' 6"-3"-6'•3'-6'-3'$ Fastener Spacing: 4'-0" O.G 1'-0' O.G X-V O.C. T-D, me Substrate: Min. 16 Ga. Steel Framing Min. 16 G& Steel Framing Min. 16 Ga. Steelframing Min. 16 Ga. Steel Framing -Design Pressure Include; a Safety Facter=LO. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, 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 2017, 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 4471-32- Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Fora Engineering & Testing, Inc. (FBC Organization #TST-5328) Report No. 667-006OT-SBA-E, 667-0o61T-19A-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 Terrence E. Wolfe, P.E. (No. 44923) @ Fora Engineering &Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 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 ♦♦pltl C. Itrr�r' ♦♦♦♦ p.N • F �. jyo psi I CENS*-. Nn.449 LS 4' STALE OF iP. 4 o"•Ay OR19A•ga' :n...ua. ii FS-•. • 1 � iam ,,ej ILON I11� ♦G♦♦♦ FL#7,7402.1 RI August 8, 2019 rLoxcengineering & Testing Inc. 1'1530 Ramblewaad Duee H.1skjXT7139 manufacturing under a qualityassurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must he used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturers approved product (Optional) Roof Panel Fire Classification: Fire dassification 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 2017 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 fastenef attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code_ 2017 Chapter 22 for steel, and Chapter 16 for structural loading. `,3t31 tl ll llrrrr , ENCE. P_. .Wp rri Ar�•*� STATE OF �P0. AL 0RI9P ?. FLO 27402.1 Rl August 8, 2019 l 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 12-14 . 3/4' R:N S03 VI/ 14MM BONDED NEOPRENE VaSNER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" `112-14 x 3/4' IDVII 503 'a/ 1021 BONDED NEOPRENE \'USHER Blato of Rolm ` aoa. 4nme ``�p� E'N" 11 yYO,�� 44923 ? D= Pam:, STATE O . .n. F,A _..n f�V August 8, 2019