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Home My WebLink AboutBuilding permit app (2) ;Florida Building,Code Online ti V1 M Page 1 I0f 5 BCIS Home i Log In User Registration I Hot Topics Submit Surcharge + Stats&Facts i Publications i FBC Staff `, BCIS Site Map I L db' z�,r Product Approval r tj USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ''- FL# FL11651-R2 Application Type Revision Code Version 2014 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 ray@gulfcoastsupply.com Technical Representative 0 Address/Phone/Email ST.LUC_IE COUNT--, PUIL1?7NG DWISION F—VIEWED FOR Cal IA CE Quality Assurance Representative REVIEWED 4Y Address/Phone/Email DATE—ill ,1 PLANS AND PE IT MUST BE KEPT ON JO Category Roofing OR NO DiSPECTION WILL 13E MS?1Eo Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer ® Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Daniel S. Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 ` Validated By Locke Bowden ® Validation Checklist- Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Ena.pdf FL11651 R2 COI Letter of Name change.pdf I Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards 'Certified By I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... 1/25/2017 iFloridaBuilding Code Online Page 2 Hof 5 Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page Pag FL# Model,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 1 R2 0325vCrimo' 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 1 R2 Metal Roof,Pane Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. Install per manufacturers details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 1 R2 0325vCrimp 15 32Plvwood NonHVHZ.Ddf j Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 2 R2 032GulfLok�16 Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 2 R2 Metal Roof Pane Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519 Other: -52.5 psf @ 5 3/16"o.c.fastener spacing. -116.0 psf @ Created by Independent Third Party: Yes 5 3/16"o.c.fastener spacing. Install per manufacturers details. Evaluation Reports Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 32Plywood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.3 1"24ga. Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Pane Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnap 1' Impact Resistant: N/A 32Plvwood HVHZ..pdf Design Pressure: +N/A/--131.OPS Verified By: Dan Kuhn, P.E. 75519 Other:-67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6"o.c. clip Created by Independent Third Party: Yes spacing. Install per manufacturers details. For use in HVHZ Evaluation Reports Zones. FL11651 R2 AE 14FL11651 3 R2 1 24Gu1fSn6p 32P1vwood HVHZ..odf Created by Independent Third Party: Yes !I 11651.4 1"24ga.VersaLoc 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR I Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf !I Impact Resistant: N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Pane Design Pressure: +N/A/-138.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6"o.c. clip Created by Independent Third Party: Yes spacing. Install per manufacturers details. For use in HVHZ Evaluation Reports Zones. FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 32Plvwood HVHZ..pdf Created by Independent Third Party: Yes 11651.5 1"VersaLoc.032"Aluminum 1"VersaLoc.032"Aluminum over 15/32" Plywood Limits of Use Installation Instructions ,I Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 lin 032VersaLoc Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... 1/25/2017 - i d Gulf f . GULF 6 i. -,, ' FLORIDA PLORIDA PRODUCT APPROVAL NO. 11651.2 R2 GULF COAST SUPPLY& MANUFACTURING, LLC. U2 A1y6's,Lu' s6 r.-yF:v s�V,{+�� Y7�3¢,y 1 5a�»-` Pa r�^sq�.:.� .., .T Florida Product Approval -411651.2 R2 R, ECEIV Florida Building Code 2014 Per Rule 61 G20-3 JAN 13 2017 Method: 1 —D PERMITTING St. Lucie county, FL Category: Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product M�3anufacturer: Gun+r b Fans..., mSa�1.�`t.YY. iy ;& u u n 8 E fi .!` lJk .yiU 4s�'`¢.i�WY�U�Sg �.e T-::. 14429 SW 2nd Place, Suite G30 0 IEL S. Newberry, FL 32669 vxCENSF *: No. 755,9 Engineez^ ,� r Evaluator: Dan u * �� Florida Evaluation ANE ID: 10743 . 0 . STATE of Q: • P `� :FcS ORI0• ' ,� Validator: 'Si0NAL .c=mac 8 ovg d e n, P.E. #4 970 40,6130 is 9450 Alysbury Place Montgomery,:AL 36117 Contents: 1--valuation Report Flaaes 5 FL#11651.2 R2•JUNE 15,2015 i tj - Gulf GULF FILE COPI. FLORIDA PRODUCT APPROVAL NO. 11651.2 R2 - -compliance-Statement: -- --The-product-as-described-in-this report has demonstrated compliance with-the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM,7/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0,028" Aluminum conforming to Florida Building Code'2014 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/a"-5/6" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" 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 2014. Design Uplift Pressures: Table"A" PanelAssemkty 5, 4 � .B � � , Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf e Panel;Slot Fastener SpacEn9'_ 5 3/i6" O'C 5 3ti6"-:0 C _ ... Sealant on Male Rib NOT USED USED *Design Pressure mcfudes a Safety Factor 2 0 I FL#11651.2 R2•JUNE 15,2015 e - �I 1 4 � G ulf - U .. , FLORIDA PRODUCT APPROVAL NO. 11651.2 R2 -.---The product described-herein-has demonstrated'cornpliance-with - Florida Building Code 2014, 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 2014, as relates to Rule 61 G20-3.1 Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) ;i Report No. 117-0337T-10 Dated 03/07/2011 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 580-94 test standard is equivalent to the UL 580706 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test 'I standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in ;i 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 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. .'I Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.41.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. 'I Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. !j i II I I �j FL#11651.2 R2•JUNE 15 2015 r _ I 4 I Gulf GULFIII FLORIDA PRODUCT APPROVAL NO. 11651.2 R2 -----------Design-Procedure:--------------For--roofs-with in-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 2014 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. it I I I I I I I� l �I i FL#11651.2 R2•1UNE 15,2015 _ It 1 II � I �I r Gulf �.� ��.,� `-.`�K,r•�"�`� ,�... µ--me �. , r ya"z"r 'gTa-- •- _" �v to v 1,'i 6 �' m ' �'�,�� a.,��- � $�Y-7' .Ya'a ^t a jt "�2' - ..•c if .N.-' �a�,,.... —,.sue-�n47- ' �� - _ SUPPLY MANU FACTURING -GULF-' FILE A FLORIDA. PRODUCT APPROVAL NO. 11651.2 R2 ENGINEER LOAD TABLE:0.032"Aluminum GulfLokTM 16"Wide Roof Panel over 15/32"Plywood Buff_ Ings having aloof fvlean Height 5.20' Q" Roof Slope Z"/12" ;12"/12" Gable or Hip Roof,Wlnd Speeds 1:20 <�8mph, Exposure C, Rlsk Category 11, Enclosed Bulldmg, based on Flonda Buddin Code n _ ._ .. 9 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE Penetration)(MIN' do (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #10 12x1" Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A . PLYWOOD CDX ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B CDX ZONE 3 #10-12x1" Assembly A Assembly B Assembly B Assembly B Assembly B Assembly B Assembly B s... �. 1.)PANEL DESCRIPTION:GULFLOKTM, MIN. 0.028"ALUMINUM, 7/8' RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1"PANCAKE TYPE A,Y4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 51/s"O.C.;ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5'/s"O.C.WITH Y4"-5/s" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.)PLYWOOD DECKING:MIN.15h2"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 KD=0.85 MULTIPLIED BY( ) 0.6 PER FLORIDA BUILDING CODE 2014 zONE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3-, 1-' 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 i' �� ASSEMBLY A --------- 16" COVERAGE ZONE \\ \\ —EAVE ZONE A\ GABLE ROOF H. (1)#10-12 X 1"TYPE A PANCAKE ;a SPACING:SEE UPLIFT TABLE j RIDGE ; ASSEMBLY B ' - -" --- --- -- ;a 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT ZONE 1 - ----- -------- -- --- --- - (1) #10-12X1"TYPEAPANCAKE 3 EAVE SPACING:SEE UPLIFT TABLE v-ZONE � FL#11651.2 R2•JUNE 15,2015 ;r I I I