The URL can be used to link to this page

Home My WebLink AboutAPPROVED AE_FL11651_13_R3_265vCrimp_15-32Plywood_NonHVHZ-signed • . Gulf Coast SUPPLY & MANUFACTURING SVCRIMP ROOF OVER PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC• 26 Ga. 5V Crimp Roof Panel over 15132"Plywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 .OPNtEL S, kG y' 00 NSF .2 Engineer Evaluator: * No, 75519 Dan Kuhn, P.E. #755191 Florida Evaluation ANE ID: 10743 =��•, STATE OF •'¢-:� Validator: %FS•• GRID •��; Locke Bowden, P.E. #49704 ''S►0NaL 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL# 11651.13 R3 •OCTOBER 5,2017 PRODUCT EVALUATIONREPORT ENGINEERING,KUHN FLORIDA PRODUCT APPROVAL G61 Coz s SUPPLY & MANUFACTURING I IL 15VCRIMP 1 'AKF1 I 5VCRIMP ROOF PANEL • PLYWOOD F FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/32" 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: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 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: Table "A" Maximum Total Uplift Design Pressure 94.25 psf Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastener Pattern Spacing 16" O.C. 1( O.C. Design Pressure includes a Safety Factor= 2.0. FL# 11651.13 R3•OCTOBER 5,2017 PRODUCT REPORT KUHN ENGINEERING, LLC FLORIDA PRODUCT APPROVAL G61 Coz s SUPPLY & MANUFACTURING I IL 15VCRIMP I 'AKFI I 5VCRIMP ROOF PANEL • PLYWOOD F FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 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. 117-0053T-05 & 117-0331 T-08 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: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. 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# 11651.13 R3•OCTOBER 5,2017 PRODUCT REPORT KUHN ENGINEERING, LLC FLORIDA PRODUCT APPROVAL G61 Coz s SUPPLY & MANUFACTURING I IL 15VCRIMP 5VCRIMP ROOF PANEL • • • F FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 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. FL# 11651.13 R3•OCTOBER 5,2017 PRODUCT REPORT KUHN ENGINEERING, LLC ��ENGINEER'S LOAD TABLE SPEC G61 Coz s SUPPLY & MANUFACTURING 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL • ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph sure C, Risk ory II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4- (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 I 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 I 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 2 16"TYPE 2 1.)PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/4" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KID=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 HIP ROOF ZONE a Note: Dimension(a)is defined as 10%of the minimum width of the building or a 40% of the mean height of the roof,whichever is smaller,however,(a)cannot be \ ,- less than either 4%of the minimum width of the building or 3 feet. `\ RIDGE TYPE 1 FASTENER PATTERN ------ \ (1) #9-15 x 1-1/2" HWH w/Sealing Washer \ ZONE 1 12" 12" /------------------- EAVE At Panel Lap ZONE 2 GABLE ROOF — --—--———————————— a TYPE 2 FASTENER PATTERN RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer ---------------------4 a + I ZONE I I ZONE 3 EAVE FL# 11651.13 R3•OCTOBER 5,2017 PRODUCT REPORT ENGINEERING,KUHN