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Home My WebLink AboutProduct Approval 000, GuIX6a�t SUPPLY & MANUFACTURING hL LOKT -24 GA GU LFL00 1.6-W(DE.ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.9 R2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 24 Ga. Gu►fLokTm 16" Wide Roof Panel over 15132"Plywood Florida Product Approval #11651.9 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.00TQ��E�LANS AND ALL PROPOSED WORK NON HVHZ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO -.'iEALCU FASTENERS 01 ATTACHMENTS Product Manufacturer: COMPLY WITH ALL APPLICABLE CODES. ARE THE RESPONSIOIUTYOFTWE-ulf Coast Supply & Manufacturing, LLC. ""1101"' CONTRACTOR OF RECORD 14429 SW 2nd Place, Suite G30 ��`pPN,E�''•S'.kCis; Newberry, FL32669 t-�O�NSF•.'y *. NO, 7551.9 .Engineer Evaluator: Dan Kuhn, P.E. #75519 •• STATE OF :Q Florida Evaluation ANE ID: 10743 ;T�s��OR 10 01VA L VyG�`� 70� G� Validator: ',,,,,,,�,t,• II l Locke Bowden, P.E. #49704 o,6,13%15 �.LUCIE COLNTY BLZLD +G D -ION 9450 Alysbury Place .::VIEWED FOR CO L :VIEWED BY Montgomery, AL 36117 dE Al i,ANS.kND ER-NUT MIDST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. Contents: Evaluation Report Pages 1 — 5 FILE COPY .,FL#11651.9.R2•JUNE 15,2015 . . . • ® ® . .� FLORIDA000,'N ® . GuIfCdaA SUPPLY & MANUFACTURING TIM 24 GA. GULFLDKTM 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD: FLORIDA PRODUCT APPROVAL NO. 11651.9 R2 TM 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/s" 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 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235" Minimum Width: 16 Coverage Maximum Female Rib: 7/a" 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-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12xl" 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" Maximum Design Pressures Roof 4reas Assembly, Assembly B /ass_embly C Assembly D .Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf Fa Meer Sp cng Sealant No No Yes No <Fal flip Nb NjoNo Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.9 R2•JUNE 15,2015 EVALUATIONPRODUCT REPORT FLORIDA PRODUCT APPROVAL G ull "Cozi\�t SUPPLY & MANUFACTURING TM QUIPLOK 24 GA. GULFLOKTM 16"WME ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.9 R2 TM Code Compliance: The product described herein has demonstrated compliance with the 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. 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) 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. 117-0301T-10A-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 1897-04 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. FL#11651.9 R2•JUNE 15,2015 EVALUATIONPRODUCT REPORT 116 1 B •LANE,BOCA RATON., j °' - FL COA#30464 / \I ORIDA kODUCTAPPROVALGulfco6ft SUPPLY & MANUFACTURING 24 GA. ® !E; ROOF PA NELOVER • • FLORIDA PRODUCT APPROVAL NO. 11651.9 R2 TM Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. 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 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. FL#11651.9 R2•1UNE 15,2015 PRODUCT EVALUATION . REPORT 11610 P i• ' ' • . • • . i e e t000I Gulfc&M SUPPLY & MANUFACTURING FLORIDA PRODUCT APJ PJ RNINA-1 A N, O. 11651.9 R2 TM ENGINEER LOAD TABLE:24 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buiciing5 aging a Roof Mean Heights 20'-0"; Roof Slope: 2" 12 - 12 /1. " Viable oa Hip Roof;Wind Speeds 120- 1SOrnph, Exposure C,�Risk ategay II, Enclosed Building, based on Florida Building Code 2014. 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 4f1 4 CDX �ZO£NE1 x r )#1'0-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A SSEMBLY/a ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A r Z(9NE 3 (t1�)#10-12x1'• "PLYWOOD ASSEMBLY A ASSEMBLY MIMI ASSEMBLY B SSEMBLY B ASSEMBLY C x:., , . 1.)PANEL DESCRIPTION:GULFLOKTM,MIN.24 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A, 1A" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:81.75 PSF AT 101/4" O.C.ASSEMBLY A,96.75 PSF AT 5�/e"O.C.ASSEMBLY B, -121.75 PSF AT 51/8"O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 51/a"O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING:MIN.15/32"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 11IPROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 n 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ---------• a `� -------- � less than either 4%of the minimum width of the building or 3 feet. RIDGE /' ,�/I ASSEMBLYA/B \ \ / \� \---------- I ` I 16 COVERAGE ZONE Jt�-\\\\\ / \ (1)#10-12 X 1"TYPE A PANCAKE SAVE SPACING:SEE UPLIFT TABLE ZONE 2 GABLE ROOF ASSEMBLY C —J— ----------------- ta —1/4"-5/16°DIAMETER BEAD OFTITEBOND SEALANT I I I 1 RIDGE (1)#10-12 X 1"TYPE A PANCAKE ___ __ ____________! a SPACING:SEE UPLIFT TABLE 14----------------------4 _ka I ASSEMBLY D W/CLIP ZONE 1 GulfLok'"CLIP 24 GA. I 1 -}'----------------------I- ZONE 3 �EAVE (1)#10-1 2 X V TYPE A PANCAKE SPACING:SEE UPLIFT TABLE FL#11651.9 R2•JUNE 15,2015 PRODUCTEVALUATION REPORT 111670 BOCA.RATON, 33498 FL,COA14.4