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HomeMy WebLinkAboutPRODUCT APPROVALTM SCANI` W BY St. Lucie County Gulfc&ift SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfLokTm 16" Wide Roof Panel over 15132" Plywood Flor' ucDAp 15 R3 Florida Building Code 2017 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 kECEIVED JUN 2 8 2018 ST, Lucie County, Permitting Newberry, FL 32669 .%`'NxF-L S''''',, 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# 11651.15 R3 9 OCTOBER 5, 2017 % ... k� . � r �* No• 75519 r p = STATE OF �G� • jo/os/2oz7 IBO6 b79v FILE COPY Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Clip: Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.15 R3 • OCTOBER 5, 2017 The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. GulfLokTM' 7/s" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 'S/32" plywood decking. Non Structural application. 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: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/s" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. #10-12xl " Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 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. Table "A" Maximum Design Pressures Roof Areas Assembly A Assembly�B. sembly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Fastener Sealant No Yes No *Design Pressure includes a Safety Factor = 2.0. _:. APPROVALFLORIDA PRODUCT Gulfc&gt SUPPLY & MANUFACTURING TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 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. TAS J 25-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/2010 2. TAS 125 Architectural Testing, Inc. (FBC Organization # TST-1527) Report No. B9000.01-450-18, Dated 12/12/2012 3. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654) Report No. T356-10, Dated 10/29/2010 4. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 5. 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. 3. ASTM G 26 is equivalent to ASTM G 155. 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# 11651.15 R3 • OCTOBER 5, 2017 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. 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. FL# 11651.15 R3 • OCTOBER 5, 2017 "6-z -� t Gulf o SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga. Gulf LokTM 16" Wide Roof Panel over 15/32" Plywood B , Ildings acing a Roof Ivlean Height �a'-®"; Roofi SIGpe: 2"/12" -12"/12" Cable ©r ip Roof; Wind Speeds 120- 180rnph, Exposure C, Risk Categ wry II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WAND FASTENER SUBSTRATE SPEED (MIN. 1/4" penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER I� SPACING SPACING SPACING SPACING SPACING SPACING SPACING { �; ONE (1 #10-12x1" ASSEMBLY A ASSEMBLY A ASSEMB Y A ASSEMBLY A ASSEMBLY A55'EMBLY A ASSEMBLY A i pLYNJOOD 0 III ONE 2 (1) #10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B j ZONE 3 122 #10-12x1" ��� ASSEMBLY A ASSEMBLY A ASSE-MBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B „I PLYWt)OD 1 �) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. I 71.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1 " PANCAKE TYPE A, Y4" MIN. PENETRATION THROUGH PLYWOOD. 34 MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51/s" O.C. ASSEMBLY A,-121.75 PSF AT 5�/s" O.C. WITH SEALANT �,,SSEMBLY B, -161 PSF AT 5�/a" O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TSTING. 4i) PLYWOOD DECKING: MIN. 15/32" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/ 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. LUIVCL --- ----- N\—RILDGE -- ZONES-- NE 1 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 �a less than either 4% of the minimum width of the building or 3 feet. ASSEMBLY A 16" COVERAGE (1) #10-12 X 1° TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B ZONE 2 GABLE ROOF 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT �—--------—--------!a I I I I (1) #10-12 X 1° TYPE A PANCAKE RIDGE SPACING: SEE UPLIFT TABLE ----- -- ------------I --fa 4-------------------- —4- a I ZONE 1 I I -----------------------I' 'ZONE3 —EAVE FL# 11651.15 R3 • OCTOBER 5. 2017 ASSEMBLY C W/CLIP GuIRAk- CLIP 24 GA. (1) #10-12 X 1° TYPE A PANCAKE SPACING: SEE UPLIFT TABLE