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Home My WebLink AboutPRODUCT APPROVAL (2)'00e c ` Product Evaluation Report SCANNED GULF COAST SUPPLY & MANUFACTURING, LLC. BY St. Lucie County 26 Ga. GulfLokTm 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 R3 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: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL# 11651 PNIEL S, kG,, 0ENS�:,. = STATE OF -7, FS .,ORIDP•��: 11;01VAl EN�0/o5/2oi� I"WO-1 REVIEWED F 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, 7/s" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum '5h2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 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: 0.018" 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 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum +s/n" 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 Buildinq Code 2017. Design Uplift Pressures: Table "A" Maximum Design Pressures Rogw)VMM Maximum Design Pressures Assembl A -63.5 psf Assemb y B ssembly C -121.75 psf -161 psf rite e pacing Sealant No Yes No P n Clip (o "Design Pressure includes a Safety Factor= 2.0. No Yes 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 580-94 / 1897-98 Uplift Test • Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301T-1 DA-C, Dated 0726/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization # TST-1527) Report No. B9000.01-450-18, Dated 12/122012 3. 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. 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. '00001�\ 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. ENGINEER LOAD TABLE: 26 G I. GulfLokTh116" Wide Roof Panel over 15/32" Plywood Buildings having 1e 80mp�posurse a<_Roof`Mean C Nelght 20' 00 Roof Sloe /12" 12 /12"Gabl ocHipRoof r^z V�?1hdS`eeds120 yRsk_�Gafegoryfll,.EgeloseddBuilcli g ba3e'd on Flo Ir da uildinge`2017' 3130 a WIIND FASTENER SUBSTRATE 120 140 150 160 170 180 ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER ON CENTER ON CENTER ON CENTER SPEED (MIN 1/4" Penetration) (MIN. 15132') SPACING SPACING SPACING SPACING ( ZONEI((7 __--- #,10-72K7 I` `�a'.r'*+-ro36° -Y--eDX I ASSEMBLY q� .wE- BLYa' ASSEMBLY*A k A- fA55EMBLYA TASSEMBLY A ASSEMBLYA -ASSEMBLY-q'' ASSEMBLY q' _a.PLYWOOD-.e �, ZONE2 COX ,PLYWOOD` ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYB ASSEMBLYB ZONE ,(rt7)k70-12XT'7 � -,... - �p�yyyp,OD� , ,ASSEMBLY A ASSEMBLY Bi QSc ,� q$SEMBLY B ,A�{. SEMBLY B� , SSE - 1) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16- MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT (1) #10-12X7" PANCAKE TYPE A, 1/4- MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51la O.C. ASSEMBLY A,-121.75 PSF AT 5Ya' O.C. WITH SEALANT ASSEMBLY B, -161 PSF AT 5Ya" O.C. WITH CUP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN. 5h2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE2 mryuur a ZONES j f ---------------, J i i flIOGE > 1 I 1' z ZONE1 I i EAVF GABLE ROOF =$a =fa 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 e(ther4% of the minimum width of the building or 3 feet. ASSEMBLY A 7--16° COVEPJIGE--y (1) ,#10-12 X 1'TYPEA PANCAKE SPACING: SEE UPLIFTTABLE ASSEMBLYB -1/4'WIS' DIAMETER BEAD OFTTIESOND SEALANT (1) Y10.12X 1'TYPEA PANCAKE SPACING: SEE UPUFT TABLE 47M.., _________________i'a ASSEMBLYCW/CLIP I ' ZONE 1 I GulRok" CUP 24 GA. (1) *10-12 X 1'TYPEA PANCAKE cmm SPACING: SEE UPLIFT TABLE