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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTGULF 0.032" Aluminum ST. LL1C' COLTINT1N FI< ._n_ REYEIVED FOR COS icEVIEbV D �Y DATE ia(` PLANS AND PER UT MLIST BE KEPT ON JOB OR NO INSPECTION WELL BE NM DE. THESE PLAINS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 09NIN WITH 4 APNWAARM 99911% CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FL# 11651:2 R3 • OCTOBER 5, 2017 GboliCC% t® ® SUPPLY & MANUFACTURING oduct Evaluation Report SUPPLY & MANUFACTURING, LLC. 16" Wide Roof Panel over 15132" Plywood i Product Approval #11651.2 R3 RECEIVED Florida Building Code 2017 Per Rule 61 G20-3 MAR 0 8 2018 Method: 1 -D ST. Lucie County, Permitting Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) I NON HVHZ Product Manufacturer: Coast Supply &. Manufacturing, LLC. 14429 SW 2nd:Rlace, Suite G30 %•�``,�EL Newberry, FL 3.2669 � �'pPN • : • •'• Irby Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, RE. #49704 9450 Alysbury Place Montgomery, AL 36117 - * = No. 75519 �P0 STATE OFOR 10 : �Q S �'�.;ONAL EN�.�O/05/2017 Contents: Evaluation Report Pages 1 - 5 FiLE COPY IN The p Florid GulfL Cover decki Code Paint Th 1 /1 Cc GUIX66�t Ilk SUPPLY & MANUFACTURING ,oduct as described in this report has demonstrated compliance with the 3lBuilding Code 2017, Sections 1504.3.2. IkTM, 7/s" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" age, Roof panel restrained with fasteners into minimum 15/32" plywood ng. Non Structural application. al: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building 2017 Section 1507.4.3. =inish Optional sion Resistance: Panel Material shall comply with Florida Building 2017, Section 1507.4.3. Ile Rib: Rib: I Seam 0.028" Minimum 16" Coverage Maximum 7/s" Tall 3/a" Tall Rib with Slotted Strip Snap Lock bond Weathermaster Metal Roof Sealant apply'/a"-s/16" diameter continuous J on the male rib for Assembly B only. wgh Panel Slot: (1) #10-12x1 " Pancake Type A ' Minimum Penetration through Plywood. ,onion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 imum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. gn of plywood and plywood supports are outside the scope of this uation. Must be designed in accordance w/ Florida Building Code 2017. Table W PameIAsse�mLbly A B Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf Panel Slot Fastener Spacing 5 3/6" O.C. so 0.�; Sealant on Male Rib NOT USED USED *Desigy Pressure inclrudes a Safety Factor TM Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Seam Sealant: Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.2 R3 • OCTOBER 'Co�'� ... ®, . Gulf SUPPLY & MANUFACTURING TM Code Compliance: The product described herein has demonstrated compliance with the Florida Bi ilding Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requiremlents 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 I• UL 1897-12 - Uplift Test for Roof Covering Systems. IUL Reference Data: 1. 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0337T-10 Dated 03/07/2011 2. 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: Minim m 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. FL# 11651.2 R3 • OCTOBER 5, 2017 �Co a t Gulf SUPPLY & MANUFACTURING TM Design Procedure: For roofs w ithin 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 parani eters 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. M FL# 11651.2 R3 • OCTOBER 5, 2017 r IN Gulf CI&aift SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 0.032" Aluminum GulkokTm 1.6" Wide Roof Panel over 15/32" Plywood Buildl�ngs haufng aRoof Ivleari Height _ 2©'-0" Roof Slope: 2"/12' 2" Gable or - 12"RaB Hip Roof; Wind Speeds 120- 1 SOmph, Exp�;osure C, Risk Category II, Enclosed Building, based on uiI in • Code 140 150 2017. 160 170 180 120 130 • WIIND FASTENER SUBSTRATE SPEED (MIN. t/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 OZONE 1 #10 cox '. � Assembly A _ Assembly A =Assembly Assembly A Assembly A =.J�Mlay ,12x1" PLVVG!D � -. ZONE 2 #10-12x1" CDX PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B =Assembly =Assembly =Assembly)AssemblytB` Ma #1'0-12x11" riO,�OD sembly�A Assembly B _. Assembly B 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) 410112X1 "PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 51W O.C.; ASSEMBLY 13:116.0 PSF PANEL FASTENERS AT 51W O.C. WITH 1/4"-5/6" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. 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 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 ZONE ------ ------------ \\ ♦ RIDGE ZONE1 Note: Dimension (a) is defined as 10% of the minimum width of the building or 40"/o 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 ZONE 2 GABLE ROOF _ i :=:Sa I I I RIDGE j ----- ------------- 1 — a ZONE 1 --------------------- I I "-ZONE3 —SAVE FL# 11651.2 R3 • OCTOBER 5, 2017 16" COVERAGE (1) #10-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B "-5/16" DIAMETER BEAD OF TITEBOND SEALANT (1) #10-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE off;.