Loading...
HomeMy WebLinkAboutPRODUCT EVALUATION REPORTKAWNIEW', -, BY . G ®IfCoa' t° SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood FL# 11651.15 R3 9 OCTOBER 5, 2017 Florida Product Approval #11651.15 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D ST. LUCIE COUNTY BUILDING DIVISIO 1,2 FOR o®iAP REVIEWED BY C)ATr.- PLANS AN;) ICE" BAIT P,USI'FEEKEPT 014JOIN0FR Category: Roofing INSprion ,�-! V111J, cd4 R0.1- Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) THFSE PLANS AND ALL "'W)DOSFp WORK, HVHZ ARE S11WE0T 0 , REClWRE-i) Iny F.L+ lil;: fI k.'- i}iAT Product Manufacturer: i�1pLY I0dlifi �4L1, A!�i'I.lr:.1�u� �IaI�E�, Gulf Coast Supply &Manufacturing, LL 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �,xEL S. �' , %k 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 * ; No. 75519 _ 10 STATE OF ; �Q ;�FsS/O0 R 10 NG`��: NAL S �% '" # i f 10" 10/05/2017 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIEII:I`i OF THE CONTRACTOR OF RECORD IM �/, !W&\Zdo Compliance Statement: 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. Product Description: GulfLokTM' 7/s" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/3z" 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: 80.0 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: 7/81, 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: #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: FL# 11651.15 R3 • OCTOBER 5, 2017 Table "A" Maximum Design Pressures oC f Areas Asse A Assembly B Assembly Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Ftener Spacing Sealant No Yes No , a eI Clip No No files *Design Pressure includes a Safety Factor = 2.0. 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 125-03: 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 0 04��Wnxao Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1.515.2 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 ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood il�Inpgh hE lryht s 2©' i©r� Roof Slope': 2'"/12" 12 '/1.2" Gable or Hip Roof; Wind Speeds 120- ps�eRC;ooSRf isfVk/ego2B80rnII�En�;losed Bu�„ilding, based on FIorllda Building Code 2017 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZON�E� 1 (e1+) #10-12x+1" PLYWOOD ASSEMBLY A, ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1) #10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B k } 0NEE —3 CDX I ASSEMBLY A . ,. ASSEMBLY A ASSEMBLY B ASSEMBLY 131 ASSEMBLY B ASSEMBLY B ASSEMBLY B �p PLYWOOD Ss. ' . 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1" PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51/s" O.C. ASSEMBLY A,-121.75 PSF AT 51/8" O.C. WITH SEALANT ASSEMBLY B, -161 PSF AT 51/s" O.C. WITH CLIP ASSEMBLY C. 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 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. ZONE 2 HIP ROOF ' ZONE 3 1 —------------------- \� RIDGE "-ZONE3 —LAVE FL# 11651.15 R3 • OCTOBER 5, 2017 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. AQQGR/IQI v A 16" COVERAGE (1) #10-12 X 1' TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B �1/4'-5/16' DIAMETER BEAD OF TITEBOND SEALANT—\, (1) #10-12 X 1' TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY C W/CLIP GuliLok'" CUP 24 GA. 5�L (1) #10-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE