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Home My WebLink AboutProduct Approval (2) Wf f x �r f. i 7 fi K, A�s it✓ r :t� ,cr t pad r,({�.t -r��,z� : �`r .,�� l ; >.•r -i s�5r y 4j YNx�� }4��Y` r �3 i 1 �� ; i + r t 7 r5lf isU+ i � �✓3—.+" ,✓,r �u3f s�! ` r i"• €,efS�� r� r i . � �� F ! i�S�a��.i3)APA�T1 F ll"'J,��1 r1J�F`'��1�ISI y.S��.i�t r.� �t �r',my'3�✓i,,,,, r F"3� �� t � �'I _.,.,a i:�k'`,ax.U,.✓.,- `�< <, ya_C1.. i=✓__3_-�s�lhl�ln. ,.•�`lo. �>,�:.i,l }�S\'•tk7,� �� s�.� 1_'�fb.r...tl_j..]tl_7.'�.��s.. )'iL� BCIS Home Log In user Registration Slot Topics I Submit Surcharge Stats A Facts Publications I FBC Staff SCIS Site Flap Links Search BDresProd/�J} ulival ess a USER:Public Regulation 2,2LI Product Approval Menu>product or Aoollcallon Search>Application List>Application Detail �diprli"r �tiJ ' FL# FL20727 ROD ="' '• Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Carolina Carports,Inc. Address/Phone/Erbil 187 Cardinal Ridge Traii Dobson,NC 27017 (336)367-6400 FLvalldation@yahoo.com JECr Authorized Signature robart cope �'® jason.c@ccihq.biz Technical Representative APR 10 2017 Address/Phone/Email Quality Assurance Representative Address/Phone/Emil 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 Terrence E.Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/14/2017 Validated By Locke Bowden :?. Validation Checklist-Hardcopy Received Certificate of Independence FL20727 RO COI Letter of CertificatiOn.Odf Referenced Standard and Year(of Standard) Standard Year ASTM E 1592 2005 Equivalence of Product Standards Certified By Sections from the Code WCOPY Product Approval Method Method 1 Option D Date Submitted 06/16/2016 Date Validated 07/21/2016 Date Pending FBC Approval 07/26/2016 Date Approved 10/13/2016 Summary of Products .......------- ......................................... FL4 I.Iodel,Number or Name Description .......... 20727.1 26 Ga.AG Wall Panel 26 Ga.AG Wall Panel over Open Franting Limits of Use Installation Instructions Approved for use In HVHZ: No FL20727 RO 11 26 Ga,AG Wall Panel Qptall,yLf 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:+46.9 psf/-59.9psf Evaluation Reports Other:See Evaluation Report for additional design pressures, FL20727 RO AE 26-Ga.AG Wall Panel.od Install per ritanufacturer's details. Not for use In HVHZ Zones. Created by Independent Third Party:Yes Contact Us:!2601 Blair Stone Road,Tallahassee FL 32399 Phone:$50-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Flolida,::Privacy Statement AcressibTlity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not isant your e-mall 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 ccontact850.487.1395.-pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Wth an email address If they have one.The emalls provided may be used for official communication Wth the licensee.Ho%%everernall addresses are public record.If you do not%%Ish to supply a personal address,please provide the Department with an email address Mich can be made available to the public.To determine If you are a licensee tinder chapter455,F.S.,please dldc here. Product Approval Accepts! M LF011 E9 M Credit Card Safe COPY .......................................................... . .......... ................. . i Force Engineering&Testing Inc. 19530 Ramblewood Drive Hurnble,TX 77338 Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over open framing Florida Product Approval # 20727.1 Florida Building Code 2014 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. 197 Cardinal Ridge Trail Dobson,NC 27017 Engineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place r Montgomery,AL 36117 3 Contents: Evaluation Report Pages 1—4 No.449JW STATE OF ;4c �ira,� FZ Rx O Sub affluft F•. ,.•��. FL#20727.1 JTJNE 16, 201 . 1 0 Force Engineering&Testing Inc. 19530 Rambdewood Drive Hurnble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,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 2014 Section 1405.2. Yield Strength: Min.80.0 ksi Panel Dimension(s): Thickness: 0.0200"min.coated 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 2014,Section 1506.6,1507.4.4 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 2014. 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. Min.18 Ga.Steel Min.14 Ga.Steel Min.18 Ga. Min.18 Ga. Steel Framing Framing Framing Steel Framing Steel Framing *Design Pressure includes a Safety Factor=2.0. ' E"11" COPY C E t4 AfNo.449 !Y C•/ 'd' STATE of :a oRx ID 41 sm,tea, �, FS• A +fir FL#20727.1 Ji_ NE 16, 2016 Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 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 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 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(Optionl�a; 'y is Panel Fire Classification: Fire classification is not part of this acceptance. COPY 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 2014 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 2014 Chapter 22 for steel,and Chapter 16 for structural loading. islffl►l♦ ♦i♦ No.444 r : STATE OF ;or w. FL#20727.1 J UNE 16, 2,016