The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALSCANNED BY" St. Lucie County rn' _ F L olmn; t �a BCIS Hpm! faq In 'User Registratlln I Hat Topie ' submi[SUNurge sts[se Fads i Publiotions Connct Us BCls site Map Wka search bpr a ��-� Product Approval USER: Public User Pmdutt Approval Menu> Qmdud or Aoellmtkn search> ApolkaUnn Lilt Appfl.Uon Doran RECF-WED FL # FL27402-R1 V Application Type Revision Code Version 2017 OCT 16 C U! Application Status Validated ST. Lucie County, Pennitting Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@arportsanywhere.com Authorized Signature Brendle Odom bodom@mrportsanywhere.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ = Evaluation Report - 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, I.I.C. Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Jaks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Itl4YQtk�3tlUI�[9RSLS[KfiI1LF1iGLllTf1 Standard ASTM E 1592 FM 4471 Product Approval Method Method 1 Option D Year 2005 1992 Date Submitted 08/08/2019 Date Validated 08/09/2019 Summary of Products FIL tt Model, Number or Name Description 27402.1 'Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Installation Instructions Approved for use in HVHZ:. No Approved for use outside HVHZ: Yes FL27402 RI IT 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 RI Arz Hampton Rib Roof Panel over open hraminp.odf Created by Independent Third Party: Yes 00 content .Us :: 2601 Blair Stane Road. nlmhaeta FL 3P_99 Phone: 850-487,1824 The State If Rorda Is an AA/I employee. Sbnyout 2001-2013 State of Florida.:: W pv Statement ::Accettibllity Statement:: Refund Statement under Florida law, ema0 addresses are public records. nyou do not want your emall address reieated In response to a public -newels Mavesp do not send eie mall to this entity. innead, wntaR the onto by phone or by traG0pn31 mall. IF you have any questions, please wntad 850.487.1395.'Pumuant to Sell 455.275(1), Florida Statutes. enedhe Odaber 1. 2012. thome e, Brensed enter Chatter 455. e5. must eneide the Denanment with an email addreta it the Department with an Product Approval Adepts: ® L!7== :crq Credit Card Safe a Force Engineering & TestingInc. 19330 Pbl..d Ddvc H.blgTX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 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 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 C E'E,''O'��i Q-e'V 1 C E li S F,<,n. [ + NO.499� / A' STATE OF � 4 0�0.n. At OR19p..•�4, m.crnae. I FS ' S . i C rmr ��i OH "trial,t FL# 27402.1 RI August 8, 2019 Force Engineering & Testing Inc. 19530 Ramblcwood Ddve HumbkJX 7733a 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 1507.4.3. 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. 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 '/." HWH SD#3 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" 26 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 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 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. 18 Ga. I Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing -Design Pressure Includes a Safety Factor= 2.0. s3t.q Etj tr714- %� E ..... No. 419� / A*:, — A. STATE OF +PO,n • JDL O RI 91`, sssw �i fy; •. 0A6 �I S - . •Nt FYfA �1110 HIt1pSo FL# 27402.1 Rl August 8, 2019 Force Engineering & Testing Inc. 19530 Bambicwaod Drive HumblgTX 77338 Table "B" 29 Go. Hamotan Rib Roof Panel Maximum Design Pressure: -57.3 psf -150.9 psf a39.0 psi 1143.1 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'-G" C.C. 2'-0" O.C. 4'-W O.C. 2'-W O.C. Substrate: Min. 16 Ga. Steel Framing Min. 36 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 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. 667-006OT-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. 667-0O60T-18F, 667-0061T-18E 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization H AN E 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 x%,x1•N C1E1E tr,zj�i F...E W i Q-.,t' tCE NS No. 440 P,• STATE OF �i0^` • �'Z O RICALL D 1`.•?�� FL# 27402.1 RI August 8, 2019 �y Force Engineering & Testing Inc. 19530 Ramblewood Ddve Humble,7X 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 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 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. 0�3s`ptC E 1E 1i J Q F •' ko �i CENSF<�. No. 40 s._A7F� STATEOF w. AL 0RI D A. msarw �i FS • 't FL# 27402.1111 August 8, 2019 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `- #12-14 x 3/4' HIM S03 W/ 14MIA BONDED NEOPRENE HASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" G' 3' 6' 3" 6" 3' 6. 3' #12-14 • 3/4' IRVH SU3 YI/ 14M1A BONDED NEOPRENE HASHER SMOo1FIG1m! C.OJL 92am e. NO.44923 A 40QJ8TAA OF _; i L August 8, 2019 9/20/2018 Florida Building Code Online Y v Pi'�•F�-, S��"71{ �td� t yP >e s�+Y�Y � I'kPR'Y. �a,ra.,e. d -- N BCIS Home I Login I user Reglsuaaon I Hot Topla Submit Surcharge I Stats BFadts I Publleabare contact Us BOSSIte Map I Unks I Seard wI IFlAonda r �' \ :6 `�-9/ Product Approval Uf1�JJ t�i �� useR: Pubuc user :...�:p PmduR Aoomval Menu > QmduR or Application Search > QpplicaHon llsb Application eetall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Small Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL27403 New 2017 Approved Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352) 468-1116 bodom@carportsanywhem.com Brendle Odom bodom@carportsanywhene.com Structural Components Structural Wall SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florkh Professional Engineer Evaluation Report - Hardcopy 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. v Validation Checklist - Hardcopy 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.odf Standard ASTM E 1592 ASTM E 330 Year 2005 2002 https9/www.8oddabuilding.org/pdpr app d8.aspx?pamm=wGEVXQwtDquHOE2Ywe%2bOsAuSaR1O%2fsNjldto6lC%2f%2bLV98RAA3xJ6YAa/o3d%3d 1/2 9/20/2018 Florida Building Cade Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/18/2018 06/19/2018 06/27/2018 08/15/2018 Summaloi,sixtProducts FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of LUs Installation Instructions r use In HVHZ: No Approved for use outside HVHZ: Yes FL27403 RO II Hampton Rib Wall Panel Secured.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-57.3 psf 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 Rest -Lap Siding Wall Panel Resi-Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL27403 RO It Resi-Lao Wall Panel secured.Ddf 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'-C" o.c. -37.0 psf at 4'-0" o.c. Install per FL27403 RO AE Resi-Lao Wall Panel secuned.pdf Created by Independent Third Party: Yes Manufacturer's Details. Not for use in HVHZ Zones. Dach Npat Contact Us :: 7601 Blair Stone Road, Tallahassee K 32399 Phone: 8504197-1824 The State of Florida Is an AAjfC employer. Cowdeht 2007-2013 State a Florida.:: PrivaN Statements': Accessibl0ty Statement :: Refund Statement Under Florlda law, email addresses are public records. if you do not want your e-mall address released In response to a public -records request, do not send elecoonlh mall to this emlty. Instead, conmet the office by phone or by traditional mall. If you have arty quetlons, please contact 850.497.1395.'Fursuant to section 455.275(1 Florida statutes, effective Comber 1, 2012, licensees licensed under chapter 455, F.S. must pmvlde the Department with an email address If they have one. The emal provided may be used for official cemmunlca ion with the licensee. However email addresses are public rerord. If you do not wish to supply a personal address, pleas provide the Department with an email address which can be made avallabie to the public Te determine If you are a 0rensee under Chapter 455, F.S. please click h= Product Approval Accepts: M®go td Credit Card Safe httpsYMAvw.floddabuilding.org/pr/pr app dti.aspx7parom-vGEVXQwtDgUHOEZywep/`2bOsAuSaRl O%2fsNjldto6lC%2fa/a2bLV98RAA3xJ6YAPA3d%3d 2I2 FL# 27403.1 Force Engineering & Testing Inc. 195301t=ble cd DAv. 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 GIG20-3 Method: 2—B Category: Structural Components Subcategory: Structural Wail Compliance Method: SIG20-3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E.044923 Florida Evaluation ANE ID: 19ZO Validator• Gary Hartman, P.E. 073227 Contents: Evaluation Report Pages 1-4 sSS�s,N C E !e rrrrrr. C ti N 410 •"• STATE OF °.n . AL O RI 9 A •?� s..rrmu �i ors •. • 't � JI�v1e.18, 201a rForcengineering&Teating Inc. 19530 Aamblowood D.Im Hvmble,TR77138 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: 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. 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: Time "A" as Ca ue".,.t"" sob w-n pane! 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: 51-V O.C. 4'-V O.C. 4'-V O.C. 51-W O.c. Substrate: Min. 14 Ga. 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. RM 27403.1 `,t%'JL1111[fr tr' ,%s% I. C E, E C E N 4, STATE OF 0 It. IN. ODA Ju4%z,18, 201E LjTesting Inc. amewood Drive HumbleaX 77338 Table'R' 29 Ga. Hameten Rib Wall Panel Maximum Design Pressure: -57.3 psf -1503 psf +39.0 psf +143.1 psf Fastener Pattern: 6'-3'-6'3'-6'-3"-6' 6'-3'-6'-3"-6'-3'-6" 6"-3'-6"-3'-6'-3"{' 6"-3'3"-3--6"-3'-6" Fastener Spacing: 4'-0' me &-0' O.G 4,-w O.C. r-cr 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 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.667-006OT-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 614320-3.005 (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. vu�rw onn cxm FL# 27403.1 O E• E ;Y �•i CE Ngh; t,p: STATE OF ; 41 �� Jlwte,18, 2018 q ,, rlFloEnginef— rcc Testing Inc. 19530 R=earood Drive Humble,TX 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 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. FI.# 27403.1 i, c..... .w C E N STATE OF %a•ALORI.DA srwrrn �i PS • . 1 ta,%� Jt l4w 18, 2018 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 #12-14 x 3/4' HAH 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' 912-14 x 3/4' NWN SD3 W/ 14MM BONDED NEOPRENE WASHER raw of Flodd9 p.OA 0 Sam No. 44923 ".0 % k G srar-- oA IMN18208