The URL can be used to link to this page

Home My WebLink AboutProduct Approval Iorida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx'!param=wvrvA••• �� ` •@'� C YyI� �� t I�yy��' .t �. 4.Jwua:�L�...,11..__ �4 . 3_P •3 �:I r+x.+.1•y SCIS Home Lug In a User Reg'atratbn Hat TOPICS Submit Surcharge Stats BFacts Pubtcatbns FBC Staff BCIS Site Map Links Search Business, pro duct Approval Professi�;n i ��, USER:Pub5,U,.r Reguiai1OP, P,,d Kt AonraVal Plenu>Prod0d Or A0r1jQti0n S h>Anolkatron List>Application Detag _ _ FL# FL11650-R2 L",T Application Type Revision Code Version Z211� Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach,FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen my@guIkoastsupply.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 the Evaluation Report Daniel S.Kuhn Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden I Validation Checklist-Hardcopy Received Certificate of Independence FL11650 R2 COI Cert of Ind Kuhn Eno.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 FM 4471 1992 TAS 125 2003 TAS 201 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/28/2015 Date Validated 08/06/2015 Date Pending FBC Approval 08/15/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 11650.1 24 Ga Gulf Coast Megaloc 24 Ga.Gulf Coast Megaloc 18"Wide Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ:No FL11650 R2 II 14F-11650 1 R2 24MegaLoc18 Metal Roof Detail.odf Approved for use outside HVHZ:Yes FL11650 R2 11 14FL11650 I R2 24MegaLoc18 Open Framing pdf Impact Resistant:N/A Verified By:Dan S.Kuhn,P.E.75519 Design Pressure:+N/A/-120.0PSF Created by Independent Third Party:Yes Other:-45.0 psf @ 5'-0"o.c.clip spacing.-120.0 psf @ V-0"o.c.clip spacing.Install Evaluation Reports per manufacturers details.Not for use in HVHZ Zones. FL11650 R2 AE 14FL11650 1 R2 24Menal-oc18 Open Framinci.odf Created by Independent Third Party:Yes :)f2 12/1/2015,11:05 AM lorida Building Code Online http://www.tloridabuilding.org/pr/pr_app_4t[.aspx'!param=w(iEVX... ! 11650.2 24 Ga.GuIfPBR Roof Panel 24 Ga.Gulf PBR Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLS 1650 R2 IS 14FL11650 2 R2 24GuIfPBR Metal Roof Detail Of Approved for use outside HVHZ:Yes FL11650 R2 it 14FL11650 2 R7 24GuIfPBR Onen Ftaminl�ndf Impact Resistant:N/A Verified By:Dan S.Kuhn,P.E.75519 Design Pressure:+N/A/-150.OPSF Created by Independent Third Party:Yes Other:-60.0 psf @ 5'-0"o.c.fastener spacing.-150.0 psf @ 2'-0"o.c.fastener spacing. Evaluation Reports Install per manufacturers details.For use In HVHZ Zones. FL11650 R2 AE 14FL11650 2 R2 24GuIfPBR Oven Frdminn odf Created by Independent Third Party:Yes 11650.3 26 Ga.Gu1fPBR Roof Panel 26 Ga.GuIfPBR Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ:No FL11650 R2 II 14FL11650 3 R2 26GulfPBR Metal Roof Detail.vdf Approved for use outside HVHZ:Yes FL11650 R2 If 14FL11650 3 R2 26GulfPBR Oven Framing vdf Impact Resistant:N/A Verified By:Dan S.Kuhn,P.E.75519 Design Pressure:+N/A/-40.0 PSF Created by Independent Third Party:Yes Other:-40.0 psf @ 5'-0"o.c.fastener spacing.Install per manufacturers details.Not for Evaluation Reports use in HVHZ Zones. FL11650 R2 AE 14FL11650 3 R2 26GuIfPBR Oven Framina.ndf Created by Independent Third Party:Yes Bads NetR orae[n.::1Qd0 North Menree Stine!T.Raha..e" 39e phnnn�05e-4B7-182d The State of Florida k-AA/EEO employer.r.evrivht 200]-)013 State of Florida.;;PrNan Statement;:Ac •Nhl�n A f m Under Floridalaw,emalladdresses are public records.ayou do cot want your a-mad address rebased in response to a pubk-records request,do not send electronic matte this entity.Instead,contact the office by phone orby traditionalmad. If you have any 4uestiom,please contact 850.487.1395.•pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees k,m,d under Chapter 455,F.S.must provide the Department wkb an emailaddress I they have—.Th,—Is provided may be used far affidal communication with the funs...However.mall addresses are public record.Ifyou do not wish to supply a personal address,please pnvlde the Dapartmere with an email address whkh can be made available to the public.To determine r you are a kensee under Chapter 455,F.S.,please click here. ProductApproval Accepts: of 12/1/2015 11:05 AM Force Engieering&Testing Inc. 1953n0 Ramblemood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 24 Ga. PBR Roof Panel over open framing Florida Product Approval # 11650.2 R1 Florida Building Code 2010 Per Rule 9N-3 Method:1—D Category:Structural Components Subcategory: Roof Deck Compliance Method:9N-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply&Manufacturing,LLC. 4020 S.W.449`h Street Horseshoe Beach,Florida 32648 Engineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1—5 , isII111'r��i % N•C E, �`,�� I C r No.440 fes} ��_-}}} : � •a• STATE OF ; k, • 00' ;K- AZoRIIDA "(4t '%44' M�psna F1.#11650.2 R1 February 17, 2012 Force Engineering&.:Testing Inc. 19530 Ramb[ewood Drive Humble,TY,77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2,1504.7,1518.9. Product Description: PBR Roof Panel, 24 Ga. Steel, 36"Wide,through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 24 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating(Optional) Yield Strength: Min.50.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2010,Section 1507.4.3 Panel Dimension(s): Thickness: 0.0235"min. Width: 36" Rib Height: 1%"major rib at 12"O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern. Panel side laps fastened together w/%-14 x 7/8" HWH SD w/ sealer washer at 18"O.C. Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 Substrate Description: Min.16 Ga.Steel Framing. Must be designed in accordance w/Florida Building Code 2010. C 16 l No.47 / •.��tl ` f 0/ / STATE of ;a smw pie, �4PA. PE`s;•, �1�� omm FL,#11650.2 R1 February 17, 2012 Force Eagineering&'T'esting Inc. 19530 Ramblewood 17rivc Hunlble,TX 77338 Design Uplift Pressures: Maximum Allowable Uplift Pressures Based on ASTM E 1592 Testing: -60.0 psf at 5'-0"O.C.(12"-12"-12"fastener pattern) -150.0 psf at 2'-0"O.C.(12"-12"-12"fastener pattern) The Following are Panel Allowable for Uplift Pressures Based on ASTM E 1592 Testing: Maximum Bending Moment of the panel at Support:119.6 lbs-ft Maximum Bending Moment of the panel at Mid Span:86.2 lbs-ft Maximum Panel Interior Support Reaction:207.2 lbs Maximum Panel Exterior Support Reaction:87.7 lbs Maximum Allowable Deflection of Roof Panel=L/240 Panel EI Value:1,253,772 lbs-int Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010,Section 1504.3.2,1504.7,1518.9. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ ASTM E 1592-01 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. ® TAS 201-94-Impact Testing ■ FM 4471 Appendix G for roof slopes less than 2:12. TAS 110-00-Accel.Weathering ASTM G 26/Salt Spray ASTM B 117 ■ FM 4471,Section 4.4-Foot Traffic Resistance Test. toll It11f11J..1 tt C-E. E:, W�iifi Iq .� rl No.440 STATE OF :a s,n.er�oea. �� FS., •1 ♦� o s eel, "� I lit FL#11650.2 Rl February 17, 2012 rForcce eering&Testing Lic. 19530 Ramblewood Drive Humble,TX 77338 Reference Data: 1. TAS 125-03:ASTM E 1592-01 Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.84-0320T-06A-D,Dated 04/09/2007 2. TAS 201-94 Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654) Report No.T202-07 3. FM 4471 Appendix G Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654) Report No.T203-07 4. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 5. FM 4471-10,Section 4.4 Foot Traffic Resistance Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.117-0378T-11A,Dated 02/15/2012 6. 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 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 1/2:12. Minimum Slope shall comply with Florida Building Code 2010,including Section 1515.2 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 and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2,1518.3,1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. k.q O STATE OF 7 40 41 ,41 VAIL aasna ,e.-I� FL#11650.2 R1 February 17, 2012 Force En;inecrinc,&&"estirag Inc. 19530 Ramble good Ddvc 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 2010 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 2010 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. C E N S F �.t•,�i No.440 a STATE OF :or ssu.orroaa► �i FS . v1�� FL#11650.2 R1 February 17, 2012