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Home My WebLink AboutProduct Approval 7 ifs' s- �' r-.r 11�fi af,�F«,- t .r+•` l ,( t r "r � x .� .i N 3h F�� a � r s_ t�a��.?�� .a {{. •'• y ti,� I y t }} g. ili 3IFs zl "t I��t�iPi� frl }t ��+li �� I � ..;# r. l1 as t..x t'3 r <..:..z..`'(i+ {,_ :.�...i 1,;�.:�t;'�'�-,.�..>, rs..j.�r��Y-f�.,,�'�ri ti,: �iS,'t.�;�++ �S�")1�` I'✓!, 7f tt�j�}�t'r`1tr t i�..+%:r • ...•.•... .sL._�_.a. .;Tt<'._9J._f.+l Y.vY. 1':.fl k :... v..f iii;�i31:'i�;itli;silit! BCISHome Login UserReglsUatlon Hot Topics F Submit Surcharge Slats Facts Publications i FBCStaff BCIS Site btap I Links S Search r Busines ��i) Professh—la"I r ► Product Approval ;,iMj• ,USER:Product licA User 4' 1�0 )Uhtbll Product Anoroval Menu>Product or Aooliration Search>Apollcation Us t>Application Detail ' r+z FL# FL20717 COP7!� Y i .'' Application Type NewCodo Version 2014 LE 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 robert cope Jason.c@cclhq.biz Technical Representative RECEIVED , Address/Phone/Erroll Quality Assurance Representative APR 10 2017 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 the Terrence E.Wolfe CONCULED FASTENERS OR ATTACHMENTS Evaluation Report Florida License PE-44923 ARE THE RESRONSIBI!!1Y OF THE Quality Assurance Entity Keystone Certifications,Inc. Quallty Assurance Contract Expiration Date 03/14/2017 OFREWRD Validated By Locke Bowden 'i' Validation Checklist-Hardcopy Received Certificate of Independence FL20717 RO COi Letter of Cedification odf Referenced Standard and Year(of standard) Standard ear ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code TH91 Ovw PL�14-8 AM ALL PROPOSED WORM ARE SUBJECT TO ANY COFIRECTIONS 'RE-QUIRED BY FIELD iNSPECTORS THAT PLAY BE NECESSARY IN..QfttMA.Tt�_..........._.._... Product"APproval Method._........._........................._..................Method i Option D..._................-...................._...._....... CGfXr':f WITH ALL APPI.J^AME CGUC& Date Submitted 06/16/2016 Date Validated 07/21/2016 Date Pending FBC Approval 07/28/2016 _ i Date Approved 10/13/2016 = Surttrttary oFPraducts__ ' -- -._.._._-...... _._...__...__....._....._....._..._.._.__.............-._. _.._.............._............._.._.......—----------- ........ ......................_.........._....--•----...._................ PL 0 Glade],Number or Name — Description 20717.1 26 Ga.AG Roof Panel 26 Ga.AG Roof Panel over Open Framing c Limits of Use Installation Instructlons Approved for use In HVHZ:No FL20717 RO )I 26 Ga. AG Roof Panel Detall.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,446.9 psf/-59.9 psf Evaluation Reports Other:See Evaluation Report for additional design pressures. FL20717 RO AE 26 Ca.AG Roof PaneJ.pd( Install per manufacturer's details.Not for use in HVHZ Zones. Created by Independent Third Party:Yes Boar Hmt Contact Us::2601 Blair Stone Road.Tallahassee FL 37399 Phone:850-4B7-1824 'The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.;:Privacy Statement;;Accessibility Statement:;Refund Statement UnderFlorida law,email addresses are public records.If you do not%%ant 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 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 Chapter455,F.S.must provide the Department Wth an email address if they have one.The emalls provided may be used'for Of dal communication Wth the licensee.Hoiveveremail addresses are public record.If you do not Wsh to supply a personal address,please provide the Department with an email address%%hlrh can be made available to the public To determine If you are a licensee under Chapter455,F.S.,please dick here_. product Approval Acceptsi Credit Card Safe LE ,COPY Force Engineerilig&Testing Inc. 19530 Ramble\vood Drive Humble,TX 77338 Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga.AG Roof Panel over open framing Florida Product Approval # 20717.1 Florida Building Code 2014 Per Rule 61G20-3 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: h C P Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 h ( (Df Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1—4 0 C E N j � No.449k� e STATE OF ;ar ` AZ O R I ID p` "k' s,w orrtmi% �i Fs;•. ti CAA ' 'r . r�sna I`� o N IL {► ,,, FL#20717.1 JUNE 16, 2016 ' Force Engineering&Testing Inc. 19530 RambleNvood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,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 2014 Section 1507.4.3. Optional paint finish. Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014,Section 1507.4.3. Panel Dimension(s): Thickness: 0.0200"min.coated thickness Width: 36"maximum coverage Rib Height: W 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 I Steel Framing *Design Pressure includes a Safety Factor=2.0. LE COPY ,`',1ff11r1fI`��I ,�� •C E, E• iyo ii �. •�C G� No.444g T; U STATE OF %D,e- FZ o R x O A� .,Es•. vti FL#20717.1 JUKE lb 2016 a Farce Engineering&Testing Inc. 19530 Ramblewood Drive EIumble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,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 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 ■ 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#TST-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 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 2014,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. EffInstallation: Install per manufacturer's recommended deto'llss. G{ COPY Insulation: Manufacturers approved product(Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. ` ND.44q.C��/,�; j pry STATE of ;Qr smrorr�da, ,,ice�E; AZ 4 RI.� ;� FL#20717.1 JUNE 16 2016 1 ' Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 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 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 2014 Chapter 22 for steel,and Chapter 16 for structural loading. F ,` L COPY N,C E- �- .O C E H S F No.444 STATE OR 626779 FL#20717.1 JUNE 16, 2016