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SCIS Home Log In i User Registration Hot Topic i Submtt Surcharge 1 Stats&Facts Publications ,Contact Us i BCIS Sitc Map i Links Search Flofda I Product Approval USER:Pubilc User Product Approval Menu>product or Application-Search>Application Lis >Application Detail FL# FL16646-R2 Application'iype Revision ' Code Version 2017 - Application Status Approved Comments €€A Archived ^ t Product Manufacturer Gulf Coast Supply&Manufacturin9rLLC. f * Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach,FL 32648 (352)498-0778 info@gulfcoastsupply.com � * �> Authorized Signature Eng David f 1'ri info@gulfcoastsupply.com ter, a Technical Representative David Eng t Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry,FL 32669 g - (352)498-0778 Info@gulfcoastsupply.com ��# y Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI r Ste G30 Newberry,FL 32669 (352)498-0778 . david.eng@gulfcoastsupply.com Category Roofing r .e Subcategory. Metal Roofing ( V ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida r Professional Engineer a Evaluation Report-Hardcopy Received 3 s Florida ed the Daniel S Kuhn i Engineer or Architect Name who developed g P Evaluation Report 4 i t Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. � Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden P.E. � Validation Checklist-Hardcopy Received Certificate of Independence FI 16646 R2 COI Cert of Independence 2017-10-09.Ddf e ' a Referenced Standard and Year(of Standard) Standard Year a' FM 4471 1992 TAS 100 1995 TAS 110 2000 TAC/7S )nna P i ��.Co UL 580 2006 Equivalence of Product Standards Certified By I I Sections from the Code ( Product Approval Method Method 1 Option D E. a i 4" Date Submitted 10/10/2017 Date Validated 10/12/2017 E' Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 siinni a `of�Praducts' Model;Number-'or Name De see T 1f 16646.1 1)Min 29 Ga.Gulf11b Min 29 Ga.GulfRib over 15/32"Plywood,Fasteners In Rib i Limits of Use Installation Instructions Approved for use in HVHZ:No FL16646:R2 Ii FL 16646 1 RZ 29og GulfRib over 15- Approved for.use outside HVHZ:Yes 32 plywood Detail-sip e_W Impact Resistant:N/A Verified By:Dan S.Kuhn,PE 75519 Desigri.Pressure:+NA/-101 Created by Independent Third Party:,Yes Other.-56 psf @24"o.c.fastener"spacing.-101 psf @ 12" Evaluation Reports en�acing.Install per manufacturer's details.Not fob FL16646 R2 AE FL 16646 1 R2 299a GulfRlb over 15- use in HVHZ Zones. 3Z Rbywood-sianed.pd ,- Created by Independent Third Party:Yes 16646 2 2)Min 032 Alun 18 GulfSeam Min 032.Alum GulfSeam over IS/3.2"Plywodd, Limits of Use: Installation Instructions }{ Approved for use in'HVHZ No; FL16646'R2 ii"FL .2 16646 :R2 0 Approved for use outside HVHZ Yes 032 Aluminum�Gulf5eam 18in over"15-32 plywood Detail- t - Impact Resistant fV/A £lgned,R - t � =Design Pressure tNA/86 :Verified By Dan S.Kuhn PE 75519 - s a. Other 86 psf @ 18 o.c dip spacing Install per Created by Independent Third.Pai.ty Yes manufacturer's details Not for use in HVHZ Zones Evaluation Reports FL1664(j`R2 AE FL 16646.2 112 0 032 Aluminum GulfSeam 181n over 15-32 plywood- .<• 4 � Greated,by IndependentTtiird.Party Yes I 16646.3 3)Mtn.032"Alum 16"GulfSeam Min.032"Alum 16"Gulf Seam over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No. FL16646 112 Ii FL 16646.3 R2 0 . , Approved for use outside HVHZ:Yes 032 Aluminum GulfSeam 16in over 15-32 plywood Detail- s Impact Resistant:N/A aigilg9,241.f Design Pressure:+NA/-138.5 Verified By:Dan S.Kuhn,PE 75519 Other:-86 psf @ 18"o.c.clip.spacing.-138.5 psf @ 6"o.c. Created by Independent Third Party:Yes clip spacing.Install per manufacturer's details.Not for use in Evaluation Reports HVHZ Zones. FL16646 ft2 AE FL 16646.3 R2 0 032 Aluminum-GulfSeam 16in over 15-32 plywood- S1.9Ped prLf Created by Independent Third Party:Yes '. 16646 4 4)Min 26 Ga GulfWave Min 26 Ga':GulfWave over 15/32 Plywood 3 Limits of Use Installation Instructions 1- Approved for.use in HVHZ No:. Fl Est a5'-R2 IL FL 16646 4 R2 26oa GulfWave over 15 14 Approved for use outside HVHZ Yes. . 32 Plywood Detail-slgnwLla f' Impact Resistant:N/A Verlfled'Byi Dan S.Kuhn,PEJS519 *` Design Pressure +NA/78 S Created by Independent Third Party Yes :Other -A8 S:psf @'.24":o c.fastener spacing Install per Evaluation Reports G manufacturer's details.Not for use:n HVHZ2ones FL1664fi.R2 AE:fL 16646 4:`R2 26aa GulfWave=over 15- 32'PIYW89.d�t9nediodf - � Created'bylndependentThirdParty Yes I 16646.5 5)Min 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam over 1x4 purlins over 15/32"Plywood i I i I I Approved for use outside HVIM Yes Approval Detail-signed•p� Impact Resistant:N/A Verified By:Dan S.Kuhn,PE 75519 ` Design Pressure:+NA/-159 Created by Independent Third Party:Yes Other:-114 psf.@ 24"D.C.clip spacing.-159 psf @ 12"o.c. Evaluation Reports clip spacing.Install per manufacturer's details.Not for use in FL16646 R2 AE FL 16646.5 R2 GulfSeam FL Product HVHZ Zones Ap_ v - ignq piff !�! ' Created by Independent Third Party:Yes b f Contact ::2601 Blair Stone Road,Tallahassee FL 32399 Phone:550.487-1829 The State of Florida Is an AA/EEO employee 4ggyLigh[2007-2013 State of Florida.:;Privasy,Statement::Attc'ssibility Statement::Refund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.467.1395.'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 theyhave one.The emails provided may be used for official communloadon 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 hem. Product Approval Accepts; i Credit Card Safe I F:LORI;D,A PRODUCTGulf coat S U.P PLY & MANUFACTURING GUL ! B OVER ••. FLORIDA PRODUCI APPROVAL NO. 16646.1 R2 Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING,LLC. 29 Ga. GulfRihTm Roof Panel over 75132"Plywood Florida Product Approval#16646.1 R2 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category:Roofing Subcategory:Metal Roofing Compliance Method:61G20-3.005(l)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply&Manufacturing,LLC. 14429.SW 2nd Place,Suite G30 Newberry,FL 32669 , ��J J n J J J ii ` .•,PN1EL.. kG Engineer Evaluator: �%GE SFy�L Bari Kuhn,P.E.#75519 ,,4 No.75519 Florida Evaluation ANE ID: 10743- STATE OF Validator: Locke 9450 Ad Place en,RE. 9704 ,�'rS/�NAL 6Nc'�````,` Montgomery,AL 36117 Omi1l l" Contents: Evaluation Report Pages 1-5 i FL#16646.1 R2•OCTOBER 5,2017 •OUCT EVALUATIONA KUH-N ENGINEERING, LLC I I SUPPLY ry MANUFACTURING G U L FRO 29 GUAGE GULFRIB"'PANEL V OVER ••• FLORIDA PRODUCT APPROVAL NO. 16646.1 R2 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2. Product Description: GulfRiblm,3/4"Rib Roof Panel,Minimum 29 Ga.Steel,36"Coverage, through fastened roof panel over minimum%"Plywood Decking.Non Structural application. Panel Material/Standards: Material:Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength:Min.80.Oksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2017,Section 1507.4.3. Panel Dimension(s): Thickness: 0.0142"Minimum Width: 36"Coverage Rib Height: 3W Major Rib at 9"O.C. Panel Fastener: #9-15x2"HWH with sealing washing or approved equal 1/4"minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2017,Section 1506.6,1507.4.4 i Substrate Description: Minimum"/hx"thick,APA Rated plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation.Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" Maximum,Tota1 Uplift Design Pressure; 56 psf' may, 101fpsfs. Fastener Pattern 9"-9"-9"-9" 9"-9"-9"-9 Fasterier�Pattern�Spaang �,: �� ` 24 ,O C: �� tz,y0 C� � � � Design Pressure includes a Safety Factor=2.0. i FL#1W6.1 R2•OCTOBER 5,2017 "P,R,9[>.QC.T EVALUAT10WRERGIRT i 1200 i CLLNTIMOORL • i i • - • . . . .10. Gulf SUPPLY & MANurACTURING TM + GULF DORD D3 OVER ••• FLORIDA PRODUCT APPROVAL NO. I Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2. 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 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies UL 1897-12-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-06/1897-04 Uplift Test Architectural Testing,Inc.(FBC Organization#TST-1527) Report No.D1692.01-450-44 2. Certificate of Independence By Dan Kuhn,P.E.(FL#75519)®Kuhn Engineering,LLC (FBC Organization#ANE ID:10743) Test Standard Equivalence: 1. The UL 1897-04 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(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. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. i FL#16646.1 R2•OCTOBER 5,2017 -pR-.0oUCT . ® . r • I i I j SUPPLY & MANUFACTURING TM GULF[MB FLOR IDA PRODUCTAPPROVAL Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone.For all roofs outside the parameters listed.on the load table,design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity j Hurricane Zone.Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. ICI I FLN 16646.1 R2.00TOBER 5.2017 • + r • • MKUHN ENGINEK IIING, LLC 1 •(A 1W ON.I-L 3348-1 Ff.COA 130464 i I Gulf 5t SUPPLY & MANUFACTURING ULFRR8 i OVER ••• FLORIDA. PRODUCT APPROVAL NO. 16646.1 R2 ENGINEER LOAD TABLES 29 Ga.GuifRibtM Panel.over 15/32"Plywood Buildings having a Rodf.Mean Height S 20'0",Roof,Slope 2 /12 12 113"Gab e'6 Hip';Roof Wlnd Speeds 120 170mph;_Exposure C',Risk Category II,Endosed,Buil ling hased`on Florida Budding iZ 2017:_ 120 130 140 ISO.. 166 ` 170 FASTENER SUBSTRATE WIIND SPEED (MIN 1/4" (Miy 15/D2") ON CENTER ON CENTER ON CENTER .ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 49.15xZ" Plywood 24" 24" za` Xg 2,r 24" ZONE 2 N9-151t2 7.Plywootl x24 ZONE 3 49-1Sx2" Plywood 2e 24 12" 12" 12't2" 1)PANEL'DESCRIPTION GULFRIBrM`MIN 29 G9 G DE:80 36 COV£LAGE 3/,4 TALI ' r °+ +'+ 2)PANEL FASTENER 1)9=TSAA rlvvm WITH LING°WASHER OR APPROVED EQUAL 3).MAXIMUMALLOWAHLE PANEL.UPLIFT PRESSURE 56 PSF®•24.' 0 C FASTENER SPACING 101,0'PSF FASTENER SPACING BASED:ON,UL 58011.10B97�TESTING . " } 4)PLYWOOD DECKING [V11NkTis: THICK PLYWOOD MUST-BE DESIGNED IN ACCORDANCE}WITH FLORIDA BUILDING CODE 2017 5)ROOF SLOPE:ON ROOFSLOPES L£55 TNAN 3 12 L'A SL'AIANT MUST BE USED�jJ PANELSIDE LAPS 6)LOAD TABLE BASED ON 1NIt�D PR1cSSURES CALCULATED,PER ASC '7 10(KD '0 85)MUII iPUED BY Q 6 PER FLORIDA BUILDING CODE-2017 ZDNE2 WPM a Note:Dimension(a)Is defined as 70%ofthe minimum width of the building or j, zONE3 i 4D%of the mean height.of the roof,whichever is.smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. FUDGE FASTENER PATTERN ZONE - een<ropesee,w,ce"ns:epmiooamnna:ia t4 /J ypM YJee,roaW ,2t•lWCfp pct GWilmioes Oro roRVMupL4 rofarlo TeG'v'A. FAVE I0RE Z GABLEROOF ia• J. '. a it i —RIDGE ZONE,I ZOREI '--CAVE FL#16646.1 R2 OCTOBER 5,2017 A • -, " " 5 I I I i I I i Gulf �i�t SUPPLY G MANUFACTURING Trul GULFIRM FLORIDA PRODUCT APPROVAL NO. 16646.1 R2 FASTENER PATTERN �9" 9"-- 91. Cant,Tap.Seat for use on Slopes Tess than 3:12 #&15 x Z'w/Sealer Washer Q max 24•spacing per calculallons for required uplift,refer to Table'R. i i `,IIIIIIlIr/I ••'N1EL 00ENS 51 �� • STATE OF Q�' -O�t�Si 0 R I'D NA—See, 20/OS/1j I FL#16646.1 R2.00TOBER 5,2017 • • ' + IM, DETAIL J i • 1 464 I � i I fi