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HomeMy WebLinkAboutProduct Approval; Structural Wall Components2/4/2021 Florida Building Code Online ENEMA. �" '�:.:� ,„ a' dm� e �e : "��'` a� � �3 a i`. S � � �I '�,X`s � � �aa� � � �g Y_ ..__M,,,,,,. , , . �-.� v,b..e�. ,�r.r3 ws...r.-s BCIs Home Log In User Regiitration Hot Topics I Submit Surcharge stats & Facts I r _ & « Product Approval 'sasl USER: Public User Y Product pproval MeW > trodyt .tr or Airplication Search > APRI tin i�t > Application Detail FL # FL6702-R6 Application Type Revision Code Version 2020 Application Status j Approved i Comments Archived Product Manufacturer Carolina Carports,inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336) 367-6400 FLva lidation @ya hoo.com Authorized Signature I I Technical Representative- Address/Phone/ Email I Quality Assurance Repres Intative Address/Phone/Email Category Subcategory Compliance Method Tim Gammons tim.ga@carolinacarports.com Structural Components Structural Wall Publications Contact Us BCIS Site Map Links Search J/o3 bi'6 y� APPROVED FILE COPY Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received Florida Engineer or Architect Name who developed the lohnathan E. Green, P.E. Evaluation Report Florida License PE-88223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/14/2027 Validated By Brian laks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence I Referenced Standard•and Year (of Standard) Equivalence. of Product Standards Certified By Sections from the Code I Product Approval Method FL6702 R6 COI Letter of Certification- Carolina Carports 2020 sealed.pdf 1709.2 Method 2 Option B https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpl oPjb8uS3h8swa5aoOIFNyJOLmrC 1 p8%3d 112 2/4/2021 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/14/2020 10/06/2020 10/19/2020 12/15/2020 FL # i Model, Number or Name Description _ M__.__....._...._ _..._..._....... .... ....... ..,,.:.___.....,,.,.............._._._....._.. 6702.1 I AG Panel 26 Ga, AG Wall Panel over open framing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +57.3 psf/-62.5 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ Zones. 6702.2 i AG Panel Limits of Use Approved for use in HVHZ: No Approved,foruse outside HVHZ: Yes t' -' ''+Imgacf Resistant: N/A 4 •1 i% DesigriYPre`'`sur-e: +41.6 PSF/-57.3 PSF Other: See Evaluation Report for various design pressures. Install per manufacturer's details, Not for use in HVHZ Zones. '6702.3y..'.:...'.:..................._.__..._.._.__......_._Dutch Lap Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, +24.4 psf/-26,0 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ zones. 6702.4 1 Dutch Lap Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +35.1 psf/-35.5 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ zones. Installation Instructions FL67- 02Rf„ II_FL6ZQ2jr1fi, a AG Wall Panel sc,alr::,�JwL Verified By: lohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.1 26 Ga. AG Wall Panel sealed,pd Created by Independent Third Party: Yes 29 Ga, AG Wall Panel over open framing Installation Instructions FL6702 R6 II FL67022 29 Ga AG Structural Wall Panel NON HVHZ sealed.pdj Verified By: lohnathan E Green, P.E. 86223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.2 29 Ga. AG Structural_ Wall Panel NON. HVHZ sealed.pdf Created by Independent Third Party: Yes 26 Ga. Dutch Lap Wall Panel over open framing Installation Instructions FL6702 R6 11 FL6Z02 3 Dutch Lap Metal WajLEdnel NON HVHZ sealgd.pdj Verified By: lohnathan E Green, RE. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.3 Dutch LaD_Metal Wall Panel -NON HVHZ sealed.Ddf Created by Independent Third Party: Yes 29 Ga. Dutch Lap Wall Panel over open framing Installation Instructions FL6702 R6 lI FL6702.4 Dutch Lap Metal Wall Panel non hvhz sealed.pdf Verified By: lohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.4 Dutch Lap Metal Wall Panel non hvhz'sealed.pdf Created by Independent Third Party: Yes Contact Us :: 2601 alair Stone Road, Tallahassee FL 32399 Phone: 850-4 7-1824 The State of Florida Is an AA/EEO employer. g2py. ight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refu Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.07.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication 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 determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: jrl M M e;tc:l 0 t; ie,4dit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtploPjb8uS3h8swa5aoOIFNyJOLmrClp8%3d 2/2 F" Force lKII-irlec'i ing & Testing 1'!3;11t Kattthtcu'+end Ih'ite hu 1') c•. I v%a% 773-18 Vbm : (°R 1 ) 5411.6611;i 1' A ` . 12S I 1 •441:1966 1i'trbsi4i�: ttuu.rnl�rt7rrrl;intv�rist;;tc4iint;,ruut Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over Open gaming Florida Product Approval # 6702.1 R6 Florida Building Code 2020 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. 187 Cardinal Ridge Trail Dobson, NC 27017 Engineer Evaluator: lohnathan Green, P.E. #88223 Florida Evaluation ANE ID: 12901 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1— 4 a 0 0 � a L ME �' S 4 m� a 01 SEP 112020 4 rei IIM tL. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 6702.1 R6 Force Engineering & Testing I��;Sfi It:ItTiltll'tFA11[I drive 1ifaulfly Fexas77338 11t^tfsiu�c u�r�e.fort~�en�;ini�crin}�te:airG�;.+YrMti Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Section 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 2020 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 2020. 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 2020. 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 1 Framing Min. 14 Ga. Steel I Framing Min. 18 Ga. I Steel Framing Min. 18 Ga. I Steel Framing "Design Pressure includes a Safety Factor = 2.0. %lit-01 ���6g�� tf °o a S E P 11 2020�`��°���� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 6702.1 R6 I9530It.unbiemlod Drite I1timble, Texas 77.138 i'iWWn f281r5.10-1160 FAX'. 12811t440-9966 I 1l'eh+,itr: irisu.fnrGcaau;irri°trirrf,Ec�linr;.rurn Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, 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 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 183-0063T-16A-E 2. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # AN ID: 12901) 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 manufacturer's 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. I i 0 a o o e y° AZ SEP 11 2020 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 6702.1 R6 Force Engineering & `Festing 05311 Iiallible soo11 Dill, 1111171111(% Y e.mes 7733S !'11ru1e: (28; a 5410 4413 FAX: 11`411 540.996a6 W (J)ql V: 5( (s w, fi,a (s(scnt i r1t eri 1Ys;tc3i i rr-xi kin Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter16 of the Florida Building Code 2020 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 2020 Chapter 22 for steel, and Chapter 16 for structural loading, No cow q ,n, ftoq scar 1 i � 6 mar. ssm' o o �P o e SEP 112020 8�'Vi,,� 10 g�� % THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 6702.1 R6 Force Engineering & Testing 1'iR:1q 10"iblovo #d) Drisa 111imll % "I'r�11� 77,k39 1`tuutt; iw�11I i411-h60 3 t AX5 iANI J 54il-9906 1Ilcb<iwl twssu14)rcct•it;tiIwt;I'll IgfcmirQt;.cwo 'I E S EN R7- U=L Aims MIN. 16 GA. (GRADE SO) STEEL HAT CMANNEL rRAMING OR MIN. 14 GA. (GRADE SO)', STEEL TUBE rA MING (SEE TABLE A FUR SPACING); 012-14 x 3/4' IWIN S0#3 W/ 5/8" (16mm) DIAMETER SEALING WASHER i a o a � a d � ORID NAL SEP 112020 IZI�j P THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE, DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 6702.1 x6