The URL can be used to link to this page

Home My WebLink AboutProduct approvals, metal i r'• " �€P BCIs Home j Log in 1 User Registration Hot Topics i Submit surcharge Stats&Facts ( Publications l Contact Us 1, BC15 Site Map Links Search � FIffida r iaiilP o---n-b ct ApprUseroval Product Approval Menu>Product or Aoolication Search>[ootiwtioniist>Application D*tail FL# FL16646-R2 Application Type Revision € Cade Version 2017 Application Status Approved z Comments Archived 9r Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. Address/Phone/Email 4020 S.W.449th Street - Horseshoe Beach,FL 32648 (352)498-0778 yy` info@gulfcoastsupply.com Ar Authorized Signature Eng David lnfo@gulfcoastsupply.com Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI K Ste G30 I a Newberry,FL 32669 y (352)498-0778 k Info@gulfcoastsupply.com ^# k .,A . 4 Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI k was€- Ste G30 ' Newberry,FL 32669 (352)498-077B ti david.eng@gulfcoastsupply.com Category, Roofing } � Subcategory Metal Roofing S " Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ;. - Professional Engineer Evaluation Report-Hardcopy Received l Florida Engineer or Architect Name who developed the Daniel S Kuhn iEvaluation Report 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 i , 1 " Certificate of Independence FL16646 R2 COI Cert of Independence 2017-10-09.Ddf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 5 t TAS 100 1995 t ' TAS 110 2000 i I aura_ 06�3 r he Copy UL 580 2006 I I ` Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 10/10/2017 - Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 r Suriimary of Products:' .m_ _ _, 4> FL"# Model,Number or Name Deserlption 16646.1 1)Min 29 Ga.GulfRlb Min 29 Ga.GuIfRib over 15/32"Plywood,Fasteners in Rib LY Limits of Use — Installation Instructions -- Approved for use in HVHZ:No FL16646.112 II FL 16646 1 R2 29ga GulfRib over 15- Approved for.use outside HVHZ:Yes 32 olywood Detail-stoned ag Impact Resistant:N/A Verified By:Dan S.Kuhn,PE 75519 li Desigr!-Pressure:+NA/-101 Created by Independent Third Party:Yes r � Other:=56 psf @ 24"o.c.fastener spacing.-101 psf @ 12" Evaluation Reports E.fas enel r spacing.'Install per manufacturers details Not for FL16646 R2 AE FL 16646 1 R2 29ga GulfRib over 15- f use in HVHZ Zones. 32 olywootl"signed.Pd f a ` Created by Independent Third Party:Yes 16646 2 2)Min 032 Alum 18 GulfSeam Min 032"`Alum Y8";GulfSeam:over_15/32".Plywood t{. U mils of Use Installation Instructrons .- Approved'for use fn;HVHZ.No FL16646 R2 n FL 1664 .: -R2 0 f -.Approved for use outside HVHZ Yes 032 Aluminum Gulf5eam 18in over 15 32 plywood Detail { ra= Impart Resistant:N/A 6.19I1f. -fi Design Pressure:+NA/86 Verifteil By Dan S.Kuhn PE 75519 Other -86 psf @ 16",:o c.clip spacng.Install per 'r. Created by Independent Third Party Yes m_ahufacturees details.Not for use In HVHZ`Zondi Evaluation Reports j FL16646 R2 AE FL16646 2•R2 0 032-Aluminum GUIf8eam 18in over.15 32 plywood �t9P ;pi Created••by Independent Third Party :Yes 16646.3 3)Min.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 R2 IT FL 16646.3 R2 0 Approved for use outside HVHZ:Yes 032 Aluminum GulfSeam 16in over 15-32 p_lywaod Detail- i + Impact Resistant:N/A signed,qdf ' 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 t( clip spacing.Install per manufacturer's details.Not for use In Evaluation Reports r HVHZ Zones. FL16646 R2 AE FL 16646.3 R2 0 032 Aluminum GulfSeam 161n over 15-32 olywood- 5igned<Bd1: C - Created by Independent Third Party:Yes 16646 4 4)Min.26 Ga GUIfWave Min 26 Ga GulfWave over 15j32 Plywood Limits of Use Installation Instructions 1 f w a Approyed.for use in HVHZ.No,. - FL16646 R2 II FL 16646.4 R2 26aa OWWave•over 15 Approved for use,( HVHZ Yes 32 Plywood Detail-'sioned.odf Impact Resrstant:NjA Verified,By Dan 5:Kuhn,PE 75519 "� Deslgn,Pressure.:+NA/78$ Created by IntleperidentThird Party Yes Other 76 5 psf @ 24"o e fastener,spacing Install;per Evaluation Reports pp manufacture[s details:-Not for use in HVHZiZones FL16646'R2 AE-FL 16646.4 R2 26oa''&IfWave over.1s-. 6 .`_ 32 Plyyuood.signed;odf e Created,by Independent.Third Party:Yes f 16646.5 5)Min 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam over 1x4 purfins over 15/32"Plywood I I . Approved for use outside HVHZ:Yes Qpprovat aii-si Detgng11.0t rImpact Resistant:WA Verifled By:Dan S.Kuhn,PE 75519 t, Design Pressure:+NA/-159 Created by Independent Third Party:Yes Other:-114 psf @ 24"o.c.clip spacing.-159 psi @ 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 @gnroval_signed.0df Created by Independent Third Party:Yes ME ME Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::EdyaV Statement::Amre slbility Statement::Refund Statement Under Florida law,erm l 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 mail.if you have any questions,please contact 850.487.1395..'Pursuant to Section 455.27S(1) �. Florida Statutes,effective October1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address it they have one.The malls 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 r- - provide the Departmentwith an email address which can be made available to the pubuc,Tb determine if you are a licensee under Chapter 4SS,F.S.,please click here. Product Approval Accepts: Credit Card f Safe . I I I I I - . . . Gulf SUPPLY & MANUFACTURING G U L F RI : PLYWOOD FLORIDA PRODUCT APPROVAL Product Evaluation,Report GULF COAST SUPPLY&MANUFACTURING,LLC. I 29 Ga..GulfRlbTm Roof Panel over 15132"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(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply&Manufacturing,LLC. 14429.SW 2nd Place,Suite G30 Newberry,FL 32669 Engineer Evaluator: �c E ti NSF t Dan Kuhn,P.E.#15519 �,� ; No.75519 Florida Evaluation ANE ID: 10743l�* :p= STATE OF Q: Validator: :0�'• Locke Bowden,P.E.#49704 :FS .Ogto ,.•`�a�� 9450 Alysbury Place ""',,ONAL St' Montgomery,AL 36117 1O/05/1 Contents: Evaluation Report Pages 1-5 FL#16646.1 R2•OCTORER 5,2017 PR-0QUCT EVALUATION • . I " . • Gulf OD S SUPPLY & MANUFACT.URRIG TM GULFRD • ~ • ••D I'L29 O' •,bA 'GE •• • A NO. 16646.1 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2. Product Description: GulfRibTM,3/4"Rib Roof Panel,Minimum 29 Ga.Steel,36"Coverage, through fastened roof panel over minimum 15/u"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: 3/"Major Rib at 9"O.C. Panel Fastener: #i9-15x2"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 Substrate Description: Minimum"h2"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 Total Uplrft.Des'ign Pressured 56,psf �,`F 101ps`f Fastener Pattern 9"-9"-9"-9" 9 9''-9"-9" Fasterier�Patter!j$paangy Design Pressure includes a Safety Factor=2:0. FLN 16646.1 R2.•OCTOBER 5,2017 TEVF-" . @ A • . . . • 1 i I I ii I I I I Gulf ce • I►A oe . ® SUPPLY & MANUFACTURINC GULFRUB 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 580706-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)0 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. I Quality Assurance Entity: The manufacturer has established compliance of roof panel products in Q Y tY P P 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. FL#16646.1 R2•OCTOBER 5,2017 r I i i I , - - Gulf SUPPLY & MANUFACTURING TM PLYWOOD FLORIDA •r APPROVAL • 16646.1 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 Hurricane Zone.Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. i I I F1#16646.1 R2•OCTOBER S.2017 MKUHN ENGINEE111ING. LLC i i I i , I i G & D ° : Gulf3 R - SUPPLY & MANUFACTURING GULFRmn i, FLORID PRODU CT APP ROM NO. 16646.1 I ENGINEER LOAD TABLE.29 Ga.GultRib""":Panel,over 15/32"Plywood 8u(dingshaving aRoof Mean Height S 20'=D Roof 51ope Z'1,1 Z 12 7t 2"Ga61e of Hip Roof WInd,Speeds 1Z0. ]70mph;ExPoSuf C Risk Category II;Enclosed Bpild ng bas4ori"Monda Bulldin :Cade 3017. 9 = 120 130 140 150.., 166 170 FASTENER SUBSTRATE Penetration) atio WIND SPEED e do IN.IS132") ON CENTER ON CENTER ON CENTER- ON CENTER ON CENTER ON CENTER n) SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9.15X2" Plywood 24" 24" 24" 24" 24" 24" 20NE 2'' #f1.15K2 z Plyttiood s -24 z4 24 34 t2, 12 -` ZONE 3 99454N Plywood 24" 24' 12" 12" 12" 12" 1),PANEL'DESCRIPTION,GULFR B7'"'M)N 29 GAGRADEk 80,36�COVERAGE 31; TALL a 2)PANEL FASTENER #9=15X2 HN!H Iha '-SEALILING,WASHER.CiR,APPROV�ED'EQUAL 3)'MAXIMUM-ALLOWABLE PANEL UPLIFT,P.RESSURE;.561PSF®.24 0 C,FASTENER SPACING,)01.0'PSPi®12 0 C FASTENER i ,SPACING BASED ON,UL 580/UL 1897 TESIING:_h� }• i 4)=PLYWOOD DEt KINGrMI�I ,4-.THICK PLYWOOD MUST BE DESIGNED=IN ACCORDANCE�WITH FLORIDA BUILDING CODE 2017 5)rgOOF SLOPE ON ROOF SLOPES LESS THAN3 12` ,SEALANT.Iv1UST BE USED)N PANE SIDEIAPS 6)L'OAD TABLE BASED ON WIND PtES5URE5,EALCULATED PER{ASC ,7 10(KD=0 85)MULTIPLIED BY 0 6 PE(;i FLORIDA BUILDING CODE 2017 :� a,r3 a°aairy ° .(ZONE2 n�aooF 2oNE3- a Note:Dimension(a)is defined.as 109'o.of the minimum width of the building or �' ' 40%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. RIDGE FASIENEa PATTERN •'. - --- e.�—g'—tea° T—�°—T • ZONE 1 e°nl rya sew La ws on 6;apoa to ui°n aria LlY15•a'1.Iaew•r VlawarQ m°2P vpeGn`gP�.Gtivtlmbnf brreryJnaOup:J1,reM bTaG•'K. [AVE ZONE Z GABLE 11110E la FUDGE i ZONE 1 ZONES ,.•Uve FLO 16646.1 R2 OCTOBER 5,2017 PKUHN ENGINI-,ERING, I-LC 9,41200 • I t I i i AVIOTAL Ftoo F FIAN EL • Gulf ; E. SUPPLY 6 MANUFACTURING r GULFR FLORIDA PRODUCT APPROVALNO. .+ . I FASTENER-PATTERN --{- --{ �9n 19. 9• I �Wh.,T rusa on Slope than3 x T w/Sealemax 24•spacing par calculations for required uplift refer to Table IN. I I ,�L1lrl llr�� !r' E` 51� STATE OF si R1D '!r��NAL CsNU�'��, �''•�rrrr�r�'�1.D/D5/17 I I R.#16646.1 R2•OCTOBER 5,2017 + • • + tMCC 1 I I I I i i I I I