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HomeMy WebLinkAboutPRODUCT APPROVALr r ww r--~'c rnri, I 131 r BCR Home lag In use, RFatslratbn Hot Tapia Submit SurNage Sets a Fa BCLSte SiBaP LN15 gea,dl d bdB I f m•l ....r- usea ct Approval RECEIVED SEP I°8 n919 Pmdua Aonroval Menu>PmaaaarAMIl ftn$eaM1 >AP0Ikarinn451>APPIIMMnD 11 ST. Lucie County, Permitting FL A FU7402-R1 Application Type Revision Code Version 2017 SCANNED Application Status Validated SCANNED Comments Archived St- Cllr.�Y/'nnnfi, Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@mrportsanywhere.com Authorized Signature Brendle Odom bodom@carportsanywhere.mm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method EvaluationReport from a Florida Registered Architect or a Licensed Florida Professional Engineer ' EvaluationReport - Hardcopy Received Florida Engineer or Architect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian 1aks, RE. Validation Checklist - Hardcopy Received Certificate of Independence FL27402 RI COI Letter of Certification.Ddf Referenced Standard and Year (of Standard) Standard Year ASfM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code REVIMMVED FOR Product Approval Method Method lOp[onDE C0MPLI/°1NDL ST. LUCIE C0UNTY BOCC Date Submitted 08/08/2019. Date Validated 08/09/2019 Summary of Products i FL # Model, Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open I'mming Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL27402 RI II Hampton Rib Roof Panel over open framing.odf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +46.9 psf/-57.3 psf Created by Independent Third Party: Yes Other. See evaluation report for various design pressures Evaluation Reports Install per Manufacturer's details. Not for use In HVHZ Zones. FL27402 R3 AE Hampton Rib Roof Panel over ooen framino.odf Created by Independent Third Party: Yes canted 93:: 2601 BlaFstene Read. Tanahatse±R ag=none: e50-487-fe24 Me Rate of nerlda Is an 0. e0employer. Coe ht20a7-2013 state ofM601.::ydvan Statement:: ocassibTN Statement:: ReNnd Statement one. me mar personal address, Product Approval Accepts: M"®F*-AK©M Credit Card Safe Force Engineeting & Testing Inc. 19530 RW bl..dDw. 11.a..b1e,1X 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1111 Florida Building Code 2017 Per Rule 61G20-3 Method: I—D Category: Structural Components Submtegory: Roof Deck Compliance Method: 61G20-3.005(i)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator• Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 FL# 27402.1 RI qNo.44P STATE OF ; O 1tI i*0HAL tilt 0`,`, August 8, 2019 �y Force Engineering & Testing Inc. 19530 Romblewood Drive Humblc,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with. the; Florida Building Cade 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, ASfM A792 orASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507A.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. orderthickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: %'major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x W HWH SDp3 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 & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" Z6 Ga. Hampton 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 Panel5pan: - 5'-0' O.C. 4'-0" O.G 4'-0" O.C. 5'-0" O.C. 4'-G' O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing *Design Pressure includes a Safety Factor= 2.0. 1,1111111hI,r! E• 1yv M. *L` STATE OF Fy01tI9p 4 FUN 27402.1 R1 August 8, 2019 Force Engincenng & Testing Inc. 19530 Bamblc"od Dme HumblejX773311 Table "B" 29 Ga. Hampton Rib Roof Panel .Maximum Design Pressure: -573 psf -150.9 psf +39.0 psf +143.1 psf FastenerPattem: 6" r-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" D.C. 4-Dr O.0 2'-0" O.C. Substrate: Min. 36 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing -Design Pressure includes a Safety Factor= 2.0. 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 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E IS92-05 (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 If TST-5328) Report No. 667-0060T-18F, 667-0061T-IBE 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force 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 `,TTtNrttrtar,', C E.1 C E 14///S777F ':• No. 40 / h71f e.,. A. ,* q' STATE OF : q RL ORI FL# 27402.1 RI August 8, 2019 Force Engineering & Testing Inc. 19530 Rambiewaod DAv. Humble,TX 77338 manufacturing under a -quality assurance 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 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 selectthe 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. �35�s`tttC E'e r7j1 1i� 4h• VL cENSF NO. 40e •a' STATE OF P'. a '.off • AL 0 R19 m.arrn �i P4; •. • 'i �tOt1IIpf- FL# 27402.1111 August 8, 2019 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `§12-14 x 3/4' H'NH S03 W/ 14!AM BONDED NEOPRENE NVASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6" 3" 6' •' c 3' 6' 3' R12-14 x 3/4' 14VH S03 V// 14MM BONDED NEOPRENE WASHER QOA 026M NC E11 Er,� �'', ��GEINgC :��.� No. 44923 `•Nil ` n! STATE OF 4i . t/( August 8, 2019 912012018 Florida Building Code Online s 7a W 1 1'Irhllll �C.i v e v a �. ��` OCISHome wgin User Regl=den Hot Topic Subm¢Sunharge Scats&Fads Publlraaons I Coned Us BaSSlte Map Unks i Sean3 Flonda `9 Product Approval ( �tIDSER:Pub000Se r SCANNED _ BY Pmdad Aoomval Menu> Pmdud or Aonliatlon Search> Apoliation Ust> APPUmHon Detail St. CUClpr mind/ _ FL # FL27403 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858S.E. County Road 221 Starke, FL (352)468-1116 bodom@ca rportsanywhere.com Authorized Signature Brendle Odom bodom@carportsanywhem.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategary Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Floridi Professional Engineer Evaluation Report - Hardropy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. Validation Checklist - Hardcepy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27403 RO COI Letter of CertifiCation.piJ Standard ASTM E 1592 ASTM E 330 Year 2005 2002 httpsJ/wwtugoddabuilding.orglpr/pr app d8.aspx7param=wGEVXOwtDquHOE2Ywe%2bOsAuSaR1O%2fsNjldto61CYa2fp/2bLV98RAA3xiBYAp/a3d%3d 112 9/20/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2018 Date Validated 06/1912018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018. S Products FL* Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us Installation Instructions or use in HVHZ: No FL27403 RO If Hampton Rib Wall Panel Secured.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-57.3 psi Evaluation Reports Other: See Evaluation Report for various Design Pressures. FL27403 RO AE Hampton Rib Wall Panel Secured.odf Created by Independent Third Party: Yes Install per Manufacturer's Details. Not for use In HVHZ Zones. 27403.2 Resl-Lap Siding Wall Panel Resl-Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL27403 RO II Resi-Lao Wag Panel senared.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at 4'-On o.c. -37.0 psf at 4'-0" o.c. Install per FL27403 RO AE Resi-Lao Wall Panel securedrpdf Created by Independent Third Party: Yes Manufacturer's Details. Not for use in HVHZ Zones. Contact Us :: 7601 Blair Stone Road, Tallahassee F137399 Phone: 65048)-1924 The State of Hadda is an AA/e O employee hwdvht 2a0)-2plJ State of Flodda. :: PMacv StaNment:: AaesslblpN Statement :: Refund Salem¢nt under Flodda law, mall addresses are public records. If you do not want your e-mail address released in response to a pub hl woaks mquest, do not send elecponlh mall to this mIty. Instead, rnntaR the M. by phone or by tadltenal mail. if you have any questions, please contact 850.487.1395. epursuant b SeWon 455.275(1 Florida Statutes, effective October I, 2012, licensees licensed under chapter 455, F.S. most provide tie Department with an mall address If they have one. The emal provided may be used for artist communlaton with the homsee. however email addresses are public record. If you do not wish to supply a Personal address, pleas provide the Department with an email address whltlh an be made awflable to Me pub8e To deternflne If you are a Ranee under flatter455, RS., please cllrk hsR Product Approval AtevPts: MIEC_m SC'WI7L�'AtEfRICS htips9ANwfloddabuiiding.org/pripr app_ tl.aspx7param-wGEVXOvMquHOE2Ywe%2bOsAuSaRIO%2fsN�1dto61C%2fa/2bLV98RAA3xJ6YAII.3d%3d 2/2 FL# 27403.1 Force Enginr,'jesting Inc.19530 PablewooDrive II.ble.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 GIG20.3 Method: 2-B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61620-3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10958 S.L County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Gary Hartman, P.E. #73227 Contents: Evaluation Report Pages 1-4 ,11"1111.1t1t/�I % tt,C E. E ZyO o' t C E N s F. = No. 4q➢� x*I A. .* + •� • STATE OF i�O."• At O RI 9 A su�rsn ++ E'y: • •� Jw4,ir,18, 2018 0 Force Engineering & Testing Inc. 19530Rambke odnrivc HemblgT7t 77333 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.: 0,0185" min. order thickness 29 Ga.: 0.0142' min. order thickness Width: 36" maximum coverage Rib Height: V" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: 012-14 x Y" HWH SD#3 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 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 -67.7 psf +4U 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: 51-01O.C. 4'-0*O.0 4'-W O.C. 51-01O.C. 4'-0"O.C. Substrate: Min. 14 Go. Steel Framing Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing *Design Pressure includes a Safety Factor 2.0. FU 27403.1 C rI E, E, ko r��' VLCENSF No. 4401 �•o• STATE OF iP�^f; AL 0RI�A.'?��� s �srm* �� y� • . O'i �� arrm I,"t, NA rt11N,,` Ju.m&1S, toss rForcc Engineering & Testing Inc. 19530 Ramblemood Ddve HumbleaX 77338 Table "B' 29 Ga. Hampton BIb Wall Panel Maximum Design Pressure: -57.3 psf -1509 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6"-3"3" 6"-3"-6"-3"-6"31"-6' 6"-3"-6"-3"-6•-3.3" 6"-3"-6"-3"-6"-3"b" Fastener5pating: 4'-0'O.0 2'-0"O.0 4'-0. O.0 2'-0. O.C. •Design Pressure includes a Safety Factor= 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 63G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASfM E IS92-05 (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 IT TST-5328) Report No. 667-906OT-18A-E, 667-0061T-18A-D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc. (FBC Organization #ANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G2G-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. FM 27403.1 ,,tpt W Ntp2,' CE Ns. r._A,I� �v '•` STATE OF :r ALoRjID sx.mms, �i 46 •ti2�N :Yria ,�r� i,�M ttFt0?G`% JI.t41ei is, 2018 LJ Force Engineering & Testing Inc. LJ 19530 Ramble d Drive Humble;rX 77338 Shear Diaphragm: Shear diaphragm values are outside the scope of this report Design Procedure: Based an 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 selectthe appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pulloutand pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. FL# 27403.1 � `s`ltrurrryrr' � N,c E_ CE NSSTAIE OF P:'o NO. 40e P v Oaf; ALORIbA'?�� s ro�rmn �� •r • . Al �� nrm r0 ��onnslr,`� % Jtw1.e� 1-8, 2018 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 §12-14 " 3/4' MNH SD3 W/ 14MM BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6' _ —.— 3.-- 6' _ . - 3 - . _ 6' _ . . 3'_ _ _ 6' 3' §12-14 • 3/4' HWH SD3 W/ 14HM BONDED NEOPRENE WASHER SW 01 Florida C.OA . olffm NO.44923 � S STAT QA ,i�1L�� (,• 1 (SUN 1 8 2018