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Home My WebLink AboutEVALUATION REPORTs , Force Engineering & Testing Inc. 1953031, 1,1 aed Dove 11.ble.1X 77338 FL# 27403.2 Product Evaluation Report CARPORTSANYWHERE Resi-Lap Wail Panel over open framing Florida Product Approval # 27403.2 Florida Building Code 2017 Per Rule 61G203 Methad: 2—B Category: Structural Components subcategory: Structural Wall Compliance Method: 61G20-3.005(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 SCANNED 5t. Luce County J��3�NfC E'E rWr�r. 1 C E H S 14..40 STATE OF : 4 "O . J Z I IDA �a�` & iY°r'n 3q,ONAL r%%% Jl wiz 18, 2018 1 Force Engineering & Testing Inc. 19530 Rambhe ood Drive Humblg7%77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Resi-Lap Wall Panel, 26 Ga. Steel, 35" Coverage, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code 2017 Section 1405.2. Yield Strength: Min. 50.6 ksi Panel Dimension(s): Thickness: 26 Ga. 0.0190" min. order thickness Width: 35" maximum coverage Height: 0.5" tall Panel Rallformer: Marlon Manufacturer, Inc. Panel Fastener: #12-14 x Y" HWH SDg3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Wail Design Pressures: 26 Ga_ Rest-lari naden Precvvee Maximum Wall Oenign Pressure: -37.0 psf Y +40.0 psf Panel Fastener Pattern: Panel Fastener (Pose) Spacing: 4'-0" O.C. 4'-0" O.C. -Design Pressure Inoluacs a 5atety factor =1.5. `31/31Ii 1117 rrj,r' cENS6 .s No. 4e, r '^' STATE OF OR.I D A. nms I�/ �OHALE'�.t FU 27403.2 J r wiz 18, 2018 Force Engineenng & Testing Inc. 19530 Rambl.od Drivc Humblo l7C 77338 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 33G-02 Test method for structural performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure difference. Reference Data: 1. ASTM E 330-02/2014 Test Force Engineering & Testing, Inc. (FBC organization # TST-5328) Report No. 667-0062T-18 ' 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc. (FBC Organization # AN ID: 1920) - QualityAssuranceEntity: 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: Manufacturers 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. p�tt,NiC E rE rcr�zi� + tfo. 4f3� * *Z STATEOF FL# 27403.2 J"*L,e,18, 2018 - ---- --------------- Force Engineering & Testing Inc. 10530 Ramble od Drive HmnbIgT87733B 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 forwall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for properfastener attachmentto his structure and analyze the panel fasteners for pulloutand pullover. Supportframing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. C E N�(S776:rt`�� No. 4-0 F YM , •O• STATEOF ;ate m.arua, . S •. 'ti FL# 27403.2 Ju. &:L8, 2A1-8 -------------- RESI-LAP WALL PANEL f/12-14 z 3/4' HYM S03 V 14MM NEOPRENE 60110E0 WASHER AT S' O.C. (s'-5'-5"-5'-5'-s"-5' FASTENER PATTEON) 26 CA RESI-LAP WALL PANEL W/ 35- COVERAGE MIN. 16 GA STEEL FRAMING AT 4--0' O.C. Sim o1 Rodda CAA 029M F. No. 44923 7)C \A 1STAXE 011L,F F1 L� ..,Al��-IEEE r ;'� oyt VV JU.N1B2010 FL# 27402.1 0 rFotce, En gineenng &Testing Inc 19530 Rvnblmoad Drivc HombigtX 77333 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 77402.1 Florida Building Code 2017 Per Rule 61G203 Method: I-D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(l)(d) NON HVHZ Product Manufacturer: CarportAnywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• GaryHartman, P.E. #73227 Contents: Evaluation Report Pages 1-4 tttttttr Hlrr2rl ��VL CE NSF;�r ALoxi9f` IrrrrH ntttt�t SCANNED BY St. Lucie County JV-ft i 18, 2018 Force Engineering & Testing Inc. 195301tamblmood D f c Humble.TX 77333 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. 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 1507.43. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.01B5" 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 SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4A. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 38 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: Maximum Design Pn=iure: -57.3 psf -72.9 psf -67.7 psf +45.9 psf ♦S4.7 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 Ge. 5teet Framing Min. 14 Ga. I Steel Framing Min. IS Ga. Steel Forming Min. 1B Ga. Steel Framing vesign rressum mauoes a baierytaaor= z.u. FIX 27402.1 %I' Ik CE E t4 F0<� �= F STATE OF LDaIbA suxanm. r•� E•••. ' ''O� f ONAI• �aI '�rrr115111t� jv-,;q .18, 2018 r ce Enginecrulg.& TestingInc. ]9530 Rambbes d Drive Humbtc IrX 7133a Table "B" 29 Ga. Hamntan Nib Ranf Rnnpr Maximum Design Pressure: A73 psf -1509 psf +39.0 psf +243.1 psf Fastenerpattem: 6--3'-6--T"V-3'-6' I 6'-r-r—T"6'r-6' Fastenerspacing: 4'-0'0.C. Y-0'O.0 4'Wo.0 2--O'O.0 ueugn Pressure Includes a Safety Factor =7-0. 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 61G2O-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 IS92-05 (2012) Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 667-006OT-ISA-E, 667-O061T:18A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization 9TST--5328) Report No. 667-O06OT-18F, 667-0O61T-18E 3. Certificate. of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc (FBC Organization # ANE ID: 192O) 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 61G2O-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL# 27402.1 SM 13'. AL 0 irf'011 JM*L4e,18, 2018 r-ForceEngi.cernllg & Testing Inc. 19530 itnmblemood Ddve Flo.nblSXX7T3M9 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507A.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 manufacturers recommended details. Insulation: Manufacturers 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 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 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. FL# 27402.1 rr�rJ. C E IV �/////777777 :F No. 44eD ! STATE OFlow- ZOPID V sr pwna ir, ,ps,. •V'j.,� i0 nft�N Jrt%&J-8, 201S 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 #12-14 z 3/4' NWH SD3 VI/ 141AIA BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6 3"-6"-3"-6"-3"-6" 6" _ 3- _ 6" - - 3' 6' 3"' 6" 3' 2-14 x 3/4" HWH S03 W/ 14MFA BONDED NEOPRENE WASHER 6lntaalFloddB GOA. dZe^71B No. 449_3 9'• STATE OF :"Av i 9DJ 1 8 2018