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Home My WebLink AboutPRODUCT EVALUATION REPORT/SCANNED 1. -1 1 P as 26 Ga. -�-E—cEJVED APR 2 5 Z018 sT, Lucie county, "00 GuIK50f SUPPLY & MANUFACTURING 9 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. FL#/l 165uLl 6 _R3' OCT - OBER 5, 2017 19' 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: 61 G20-3.005(l)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC- ttt 14429 SW 2nd Place, Suite G30 'OK - - - j, , f �'&' t4jfl. S off Nevvberr� FL 32669 Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator. Locke B,wdLn, pE. #49704 9450 Alysbury PlacLn MontgOrnery, AL 36117 canteats: Evaluation Report Pages,.. No, 75519 8 TA 0,0. TE op OR I P;�- '0 01, Soo N05 /-2 0 '4� A GuIfURis SUPPLY & MANUFACTURIKS 73 '4' The as described in this report has demonstrated compliance with the Compliance Statement: produ--t Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum, "5/32" plywood decking. Non Structural application. I 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Panel Material/Standards: Material- Minimum Florida �4cling Code 2017 Section 1507.4.3. Paint Fini Optional Yield Stre gth: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thicknes 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8 " Ta I I Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at CornerZones only, where qui d design pressures exceed -721.75psf Panel Fastener: Through Panel Slot: (1) #10-1 2x1 " Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosio i Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimur 1 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. I Design of plywood and plywood supports are outside the scope of this —111—+1 NA,,c+ ka riairinprl in ;;ccnrdance w/ Florida Buildinq Code 2017. Design Uplift Pressures: Table Maximum Design Pressures M15 W-91-7—i r — Maxirn4 Design Pressures -63.5 psf -121.75 psf -161 psf Sealant No Yes No V, WIW�01 Design �Pressure includes a Safety Factor = 2 .0. has established compliance of roof panel products in ie Florida Building Code and Rule 61 G20-3.005(3) for Jer a quality assurance program audited by an approved quality 11 comply with Florida Building Code 2017, including id in accordance with Manufacturers recommendations. turer's recommended details. lorida Building Code 2017 section 1507. 1. 1. not part of this acceptance. alues are outside the scope of this report. .* XM11nW.1. Gu1fC5ddf APPROvAL SUPPLY & MANUFACTURIN Code Compliance: The product &scribed herein has demonstrated compliance with the Florida Build' I g Code 2017, Sections 1504.3.2. Evaluation Report Scope: The productIvaluation is limited to compliance with the structural wind load requirements i of the Florida Building Code 2017, as relates to Rule 61 G20-3- Performance Standards: The product d escribed herein has demonstrated compliance with: UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-12 - Uplift Test for Roof Covering Systems. Reierence Data: 1 UL 580-94 / 1897-98 Uplift Test I Force Engineering & Testing, Inc. (FBC Organization # TST-5328) I Report No. 11 7-0301T-1 OA-C, Dated 07/26/2013 2. TAS 1 5 Architectural Testing, Inc. (FBC Organization # TST-1 527) Report �No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC 0 ganization # ANE ID: 10743) Test Standard Equivalence: 1 . The UL PO-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: Minimum Slope Range: The manufacture I accordance with manufacturing ui assurance entity. Minimum Slope! Section 1507.4.2 installation: Install per Manufz Underlayment: Shall comply with Roof Panel Fire Classification: Fire classification Shear Diaphragm: Shear Diaphragm FL# 11651.16 R3 6 OCTOBER Design Procedure: "00 10r Wix, Gu1fC5aKf il'A: -P 7 SUPPLY & MANUFACTURING For roofs within tl�, e 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. T�is 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. 7' F�: 0 4 R ROD IT A; FIR' VAL "OLORIDAP, UC P GulifICTOf SUPPLY & MANUFACTURING NO, 1, 6 ENGINEER LOAD TABLE: 26 Ga. GuIfLokTM 16" Wide Rpof Panel over 15/32" Plywood %�p r �41`r ER, 26 y ope, . ... ....... . D"M AA 11,111, ,',8 d" ;n ggg" U! n Pr WIIND FASTENER SUBSTRATE 120 136 140 15U 160 170 180 (MIN' 1/4" (MIN. 15/32") ON CENTER ON CENTER ON CENTEK ON CENTER ON CENTER ON CENTER SPEED penetration) SPACING SPACING SPACING SPACINU SPACING SPACING SPACING 2 5 ot, SSE 8S ' 'SSEM Y, 1, "F/,AS aE B A BL ON VIE CDX ASSEMBLY A ASSEMBLY ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ZONE2 (1) #10-12xl" PLYWOOD rnkia/�,M- t ASSENIRY, 11 4, L S E §13 02 Mi. 2 ML� fli 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" M ' AXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT. (1) #10-1 2X1 " PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF k, 51/-- O.C. ASSEMBLY A, -121.75 PSF AT 51/-- O.C. WITH SEALANT ASSEMBLY B, -161 PSF AT 51/s- O.C. WITH CLIP ASSEMBLY C. PRESSUR�E BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. ST BE DESIGNED 4.) PLYWOOD DECKING: MIN. 15/32" THICK, APA RATED PLYWOOD, GRADE C-D. MU IN ACCORDANCE WITH FBC 2017 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE�-1 0 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. HIP RnAF -a. LuNt z ZONE 3---,, RIDGE ZONE I Note: Dimension'(a) is defined as jou/o ot tne minimum wju- U1 LHU UU11-1�j W- 40% of the mean�height of the roof, whichever is smaller, however, (a) cannot be a less than either 40/� of the minimum width of the building or 3 feet. ASSEMBLY A 16" COVERAGE ZONE 2 GABLE ROOF FUDGE T a Eja -1 ---------- ZONE I ---------------------- ',�ZONE 3 7EAVE FL# 11651.16 R3 e OCTOBER 5, 2017 (1) #10-12 X 1- TYPE A PANCAKE----,/" SPACING: SEE UPUFT TABLE ASSEMBLY B 6' DIAMETER BEAD OF TITEBOND SEALANT (1) #10-12 X VTYPE A PANCAKE---.,/, SPACING: SEE UPUFTTABLF ASSEMBLY C W/CLIP GuffLok- CUP 24 GA. 1) #10-12 X 11- TYPE A PANCAKE---/14 SPACING: SEE UPLIFT TABLE