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Home My WebLink AboutProduct Approval; Roof Deck Structural ComponentsFlorida Building Code Online Page 1 of 2 in Business & ProfessionalRegulation rA MIS Home I Log In i User Regisbs ion I Hot Topico I Submit Surcharge I Scats Is Facts I Publications I Contest Us I MIS site Map I Irks 1 searan db Product Approval USER: Public User Product Aooroval Mme > Product or Anolication See" > ADDllfation List > Application Debit FL # FL6596-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Carolina Carports,Inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336) 367-6400 FLvalidation@yahoo.com Authorized Signature Tim Gammons tim. ga@caroli nacarpo rts.conh Technical Representative Jason Cope Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (800) 670-4262 Ext 2037 jason.c@ccihq.biz 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 Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/05/2027 Validated By Brian Jaks, P.E. ® Validation Checklist- Hardcopy Received Certificate of Independence FL6596 RS COI Letter of Certification.odf Referenced Standard and Year (of Standard) Standard ASTM E 1592 - FM 4471 Equivalence of Product Standards Certified By Sections from the Code Year 2005 1992 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtLgar tWIPgd... 12/17/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 6596.1 AG Panel 26 Ga AG Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL6596 RS 11 26 Ga. AG Roof Panel secured.Ddf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +57.3 psf/-62.5 psf Evaluation Reports Other: See Evaluation Report for various design pressures. FL6596 RS AE 26 Ga. AG Roof Panel secured.odf Created by Independent Third Party: Yes Install per manufacturer's details. Notfor use in HVHZ Zones. 6596.2 AG Panel 29 Ga. AG Roof Panel over open framing Limits of Use (HVHZ: Installation Instructions Approved for use in No FL6596 RS 11 29 Ga AG Structural Roof Panel NON HVHZ secured.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +4,1.6 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. FL6596 RS AE 29 Ga AG Structural Roof Panel NON HVHZ secured.DdF Created by Independent Third Party: Yes Back xeat 497-1814 The State of Florida Is an WEED employer. Coovneht 2007-1013 state or nonda.:: Pmaev Statement:: Accessib8ity Statement :: Refund Statemen Under Florida law, email addresses are public hil If you do not want your e-mail address released In response to a public-ramrds request, do not send elenranlc mail to this entity, Instead, contact the office by phone 4r by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, Ikensees licensed under chapter 455, F.S. must provide the Department with an email address if they Have one. The smalls provided may be used for official commureatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To detem ire if you are a licensee under chapter 455, F.S., please product Approval Accepts: y Cfedli (Mara https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLgagtWIPgd... 12/ 17/2019 Force Engineering &Testing Inc. 19530 Ramblewood Drive Humble,TX 77338. Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Roof Panel over open framing Florida Product Approval # 6596.1 R5 Florida Building Coder2017 Per Rule 611320-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer. Carolina Carports, Inc. 187 Cardinal Ridge Trail Dobson, NC 27017 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks P.E. 470159 Contents: Evaluation Report Pages 1-4 `,,tttu rrirr��. 0 cE1rSF�,��, No. 40 / \J ,a • STATE OF : a OR194. �4 •an FL# 6596.1 R5 Aup,ust 14, 2017 Force Engineering & Testing Inc. 19530 Ramblewoad Drive Humble,TX 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: AG Roof Panel, 26 Ga, Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185" 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'Y.." HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance:. Per Florida Building Code 2017, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat channel purlins/gins. See Table A for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" Maximum Design Pressure: -59.9 psf -62.5 psf -83.3 psf +46.9 psf +57.3 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. 18 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. J� ,ACE £, .Wo If O E N'S • •d • STATE OF : q �iO^` • `pL OF I A ••�rr� . swoQl6sas ice, SS • . •�(j ;�` , •xm !40! O SH {{{{N```s FL# 6596.1 R5 August 14, 2017 Forc7En�ineering & Testing Inc. 19530 Remblewood Drivc Humble,TX 77338 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 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 183-0063T-16A-E 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization 9TST-5328) Report No. 183-0109T-12, & 183-0142T-15 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 ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. 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. 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. NkCIE E, I C E N S •�� ." No. 44923 w l.!�'f�it�—� �cC • � ^+' STATE OF : q 0'K' AL 0x11) �4 � FL# 6596.1 R5 August 14, 2017 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77339 Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: I 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# 6596.1 R5 ,`SO1[rlr rJ11're N,C E, ,F. ft, �•��VICEMSF<e: lie(ate STATE OF ; zn.�rms 'o� FL 0 R1 9 Fs ' imm ,,', �� O I+r l I r 1 N?C0% August 14, 2017 Immimm OR MEN. 14: " (GRAqE, 60) STEEL TUBE FRMW (SEE TABLE'A FOR SWNG) 1/4' W14 SDJ3 W1 6/8? (16m.) -DWMETER srAuuo wAm suip,olp "-' QOA.,' own A.ugust-14,2017 Florida Building Code Online Page 1 of 2 Professional Regulation r�ra:asm SOS Home I lag In I User Reglsmotion I Hot Topks I Submit Sumharge I Stats&Facts I Publicagons I Corned Us I SOS Ste Map I Links Seardn I ogpr)f;aJlProduct Approval USER; Public User Product Approval Menu > Protluct or Avolication Search > Aoolication List > Appbcatum Detail FL # FL6702-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Carolina Carports,Inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336) 367-6400 FLvalidation@yahoo.com Authorized Signature Tim Gammons tim.ga@mrolinacarports.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall 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 the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 03/14/2027 Brian ]aks, P.E. 0 Validation Checklist- Hardcopy Received FL6702 R5 COI Letter of Certifcation.odf 1709.2 Method 2 Option B 08/15/2017 https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtp 1 oPj b8uS3... 12/ 17/2019 Florida Building Code Online Page 2 of 2 Date Validated 08/17/2017 Date Pending FBC Approval 08/21/2017 Date Approved 10/10/2017 Summary of Products I 1i FL # Model, Number or Name Description 6702.1 AG Panel 26 Ga. AG Wall Panel over open framing Limits of Use Installation Instructions 'Approved for use in HVHZ: No FL6702 PIS II 26 Ga. AG Wall Panel - Secureci Verified By: Terrence E. Wolfe, PE. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +57.3 psf/-62.5 psf Evaluation Reports Other: See Evaluation Report for various design pressures. FL6702 PIS AE 26 Ga AG Wall Panel - Secured odf Created by Independent Third Party: Yes Install per manufacturer's details. Not for use in HVHZ Zones. 6702.2 AG Panel 29 Ga. AG Wall Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No F1,6702 I 29 Ga, AG Structural Wall Panel ON HVHZ - Secured.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +41.6 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. FL6702 R5 AE 29 Ga. AG Structural al Panel NON HVHZ Secured.Ddf Created by Independent Third Party: Yes 6702.3 Dutch Lap Panel 26 Ga. Dutch Lap Wall Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL6702 IRS 11 Dutch Lap Metal Wall Panel NON HVHZ Secured.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +24.4 psf/-26.0 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. FL6702 R5 AE Dutch Lap Metal Wall Panel NON HVHZ - Secured odf Created by Independent Third Party: Yes 6702.4 Dutch Lap Panel 29 Ga. Dutch Lap Wall Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL6702 R5 IT Dutch Lap Metal Wall Panel non hvhz secureci Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +35.1 psf/-35.5 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. FL6702 RS AE Dutch Lap Metal Wall Panel non hvhz secured.Ddf Created by Independent Third Party: Yes Back Neat compact Us 2601 Blair Such, Road. Tallahassee FL 32399 Pimsme 850,487,1824 Tire Scare of Florida is an WEEO employer. CooMoht 2007-2013 State of Florida, :: Pnvacv Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entry. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Des, rtment with an email address If May have one. The emails provided may be used for oRual communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please pmvide the Department with an email address which no be made available to We public To determine if you are a licensee under Chapter 455, F.S., please click here . Product APProval Accepts: ® ® ® Mi lCt'W'I ly \{} I IlIC1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtp 1 oPjb8uS3... 12/17/2019 r:�r:7t� oeering &Testing Inc. 19530 Ramble,vood Drive Humble,TX 77338' Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over open framing Florida Product Approval # 6702.1115 Florida Building Code 2017 Per Rule 61G20-3 Method: 2 —B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) NON HVHZ Product Manufacturer: Carolina Carports, Inc. 1B7 Cardinal Ridge Trail Dobson, NC 27017 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 ,%t`JI lrrl,rIt, CE NSA: . *�99' �q. STATE OF Cr A . Cr orL1) '4, FL# 6702.1 R5 August 16, 2017 Force Engineering &Testing Inc. 19530 lkamblewood Drive Humble,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: AG Wall Panel, 26 Ga. Steel, 36" Wide, 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. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" 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'/" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat channel purlins/girts. See Table A for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" Maximum Design Pressure: -59.9 Psf -62.5 psf -83.3 psf +46.9 psf +57.3 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. 18 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. 1 f111 it t III C. E, E. Wo I�Ii 0 E Al STATE OF ;ac 10 *-ALORI�p'. sw.orlma. i Fy; • . ti �� i sm ,III 11 0111 %%0 FL# 6702.1 RS August 16, 2017 rEngineering &Testing Inc. '19530 Rambke ood Drive Humble,T'X 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 1592-05(2012) Test method for structural performance of sheet metal roof and sidingsystems by uniform static air pressure difference Reference Data: 1. ASTM E 1592-OS Test Force Engineering & Testing, Inc. (FBC Organization #TST-5328) Report No. 183-0063T-16A-E 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. Quality Assurance Entity: 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 manufacturers recommended details. Insulation: Manufacturer's 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. 4`4444111rrllf��I "•C E f • jV0 Q?`tCENSF�d�i STATE OF �c Le4111 S� • • ..... ff, ONn44w• FL# 6702.1 R5 August 16, 2017 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 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. ,��tulruttii E C. CE NSF<:n ly No. 47, / r �" 'd • STATE OF : Ve Z' A v . '°�. l'L ORI m oieas i�' ys •°i �� FL# 6702.1 R5 August 16, 2017 PANEL FASTEM 2-1-4-1 VATTERN MIN. 18 " (GRADE 60) STEEL HAT CHANNEL PRAmWO, OR- MIN. 14 GA. (GWE,50) STEEL TLIBE, FRAM96 (SEE TABLE AFOR SPACINP) *- 3/4* HA SO#3 W/L Si e (16nm) DLAMkO 5EAJW WASHER ,V6 of Fwfift -QQA: August 16, 2017 p I