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HomeMy WebLinkAboutProduct Approvals, Metal Roofing GuIX6aft SUPPLY & MANUFACTURING TM GA. GULFLOKIM 16"WIDE ROOF PANEL OVER 15132" PLYWOOD: LORI©A PRODUCT APPROVAL NO. 11651.9 R3 TM Product Evaluation Report RECEiveD GULF COAST SUPPLY& MANUFACTURING, LLC FEB f .• 2020 24 Ga. Gu/fLokT'� 76°° Wide Roof Panel over 75132°'Plyvvo It lfl9®e artment �,L-�fii��sl�R�y Florida Product Approval #11651.9 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. %%0111"'81,,, 14429 SW 2nd Place, Suite G30 ;,•��p,N�EL S, W , Yy Newberry, FL 32669 V�GENSF•.ti *; No, 75519 Engineer Evaluator: �- Dan Kuhn, RE. #75519 " = = STAT ' E OF Florida Evaluation ANE ID: 10743OR ID :�.�•. .� Validator: zo/oma/�oz� Locke Bowden, P.E. #49704 9450 Alysbury PIT" COPY Montgomery, AL 3$1 Contents: REVIEWED FOR Evaluation Report Paged(36E COMPLIANCE FL#11651.9 R3•OCTOBER 5,2017 ST. A I ICIE COUNT' PL �sOCC 0/lz • , CT ® ®7 12010,'CLINT OOM MRD. SOITE9, i• ` ROJON.FL 33487 • ' ® ® ® ® ■ Gulf 'Co�k SUPPLY & MAtVUr•ACTURIPJG U ILI :L�O K ® e WIDE ROOF ' EL OVER— ° • • P FLORIDA P • ODUCT APPROVAL NO. 11651.9 R3 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, Y8" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017'Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235". Minimum Width: 16"'Coverage Maximum Female Rib: 7/s" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures,exceed-129.75 psf. Panel Fastener: Through Panel Slot: (1) #10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, 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 2017. Design Uplift Pressures: Table"A" Maximum Design Pressures Roof AreasY <r'� .�. a{. � �� Assembly�AY � ASsembly�B'Y AssemUly,�C�,� Assembly�D ` Maximum Design Pressures 81.75 psf 96..75 psf -121.75 psf -161 psf Sealant No No Yes No Parel Chp *Design Pressure includes a Safety Factor=2.0. FL#11651.9 R3.OCTOBER 5,2017 ENGINEERING, 1200 CLINT MOORERE). :• • COA 00464 /N r,e tT� A, L GuIfCi6a�t SUPPLY & MANUFACTURING 9UIPL- OK rp 1 ® ° ® ROOF MNEL OVER is/3211'PLYWOOD, FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 IM Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. 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. FL#11651.9 R3•OCTOBER 5,2017 e o ® E,V® A ! ® • ° ® • ■ 1200 ® ° RD' i® ' RATON, 33487 ® ' 430464 • • . ® ® e o o . ® s G u l f 'Coakt SUPPLY 8e MAR1UFAtTURIPdG TM FLORIDA PRODUCT APPROVAL NO. 11651. 3 R TM 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 s UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0089T 05 Dated 06/2005 2. UL 580-94/ 1897=98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0301 T-1 OA-C, Dated 07/26/2013 3. TAS 125 Architectural Testing, Inc. (FBC Organization#TST-1527) Report No. B9000.01-450-18 Dated 12/12/2012 4. 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 580-06 test standard. 2. The UL 1897-98 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. 111651.9 R3•OCTOBER 5,2017 81 0 0 ' ' t ' i• ® • • 1 GuIfC6a�t SUPPLY ✓ MANUFACTURING TM oj 24 GA. GULFL-0KTM:1&'WIDE ROOF PAWL OVER 15M" PLYWOOD ROMA PRODUCT APPROVAL M 716937.0 M ENGINEER LOAD TABLE:24 Ga. GulfLokTM 16"Wide Roof Panel over 15/32"Plywood 1p H S --2 i"""R "W -x F 6 r 13, §6&�p 1, , "p., de p 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING 'Zi. t M'B �ASSEMBEYW T p 0, OWN, pn� ZONE (1)#1042x1" PLYWOOD ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY A ASSEMBLY ASSEMBLY ASSEMBLY N, M Y* B X MEWWX',� E P 1.)PANEL DESCRIPTION: GULFLOKTM' MIN. 24 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A,1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:81.75 PSF AT 101/4" O.C, ASSEMBLY A,96.75 PSF AT 5Y8"O.C. ASSEMBLY B, -121.75 PSF AT 5Ys"O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 51/s-O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING:MIN.15/h"THICK,APA RATED PLYWOOD,GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZIONE 2 !ilp—R00' ZONE 3- Note:Dimension(a)is defined as 10%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 ASSEMBLY A/B 16"COVERAGE ZONE 1 –1�—�—(�1)41012�Xl'TYPE�APANCA�KE —'7EAVE SPACING:SEE UPLIFT TABLE ZONE 2 GABLE ROOF ASSEMBLY C AN =;a —114"-5/16"DIAMETER BEAD OF TITEBOND SEALANT V) h –RIDGE 4t==—(1)#10-12 X 1"TYPE A PANCAKE-------1114 SPACING:SEE UPLIFT TABLE =�a ----------------- ASSEMBLY D W/CLIP ZONE 1 Gullok–CLIP 24 GA. TYPr' (1)#10-12-HL E A PANCAKE ––––––––––––––– ZONES ��EAVE SPACING:SEE UPLIFT TABLE FL#11651.9 R3*OCTOBER 5,201 "IAN ENGINEERING,, LLC 1,200 CILINT MOORE RD. SWTE 9,,;BOCA:PATON,FL 33:48`7 FL COA 430464