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Home My WebLink AboutPRODUCT EVALUATION REPORTPro GULF COAST 26 Ga. Gulf Rib TM Roof Pan Flori THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NE / X. Gulfc&& SUPPLY & MANUFACTURING Evaluation Report Y & MANUFACTURING, LLC. over 1x4 Wood Purlins over 15/32" Plywood 'Product Approval #11651.21 R3 Florida Building Code 2017 RECEIVED Per Rule 61 G20-3 Method: 1 —D MAR 1�18 Permitting Departmen, Category: Roofing CONCEALED FASTENERS ORMitWNTS Subcategory: Metal Roofing ARE THE RESPONSIBILITY OF THE ompliance Method: 61 G20-3.005(1)(d) CONTRACTOR OF RECORD, NON HVHZ RLE Copy Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 %0%J11"/#81,, Newberry, FL 32669 ��.oPN�EI,, S,• kGy'� Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery AL 36117 No.75519 ' EOF :2. 'O�F••��ORIDP ••��.� ' oNA "�N10/ 05/ 2017 ST. LUCIE COUNTY BUILDI REVIEWED FOR p� Contents: RATE EVIEW Y u� Evaluation Report Pages 1— LANS AND PERMIT MUST BE KEPT ON 30B SITE OR NO INSPECTIONS) WILL BE MADE FL# 11651.21 R3 • OCTOBER 5, 2017 YI••. Orr .. .. • jS.f%J1 _<l.f ��•, t i�/i•�'i f�iJ IJr 1...tt_e 11 J�.:'�f � DA - PRODUCT APPROVAL Gulf oast 'I SUPPLY & MANUFACTURING TM Compliance Statement: The product Ias described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Product Description: GulfRibTM 3/4" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over Minimum 1x4 Wood Purlins over minimum 1-/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: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building code 2017, Section 1507.4.3. Panel Dimension(s): 0.018" Minimum lThickness: Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing 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 1x4 No. 2 SYP wood purlins over min. 15/3z" thick, APA Rated plywood over supports at maximum 24" O.C. The 1x4 wood purlins shall be fastened to the plywood with minimum BD x 2�/z" Ring Shank Nails at 4" O.C. Design of 1 x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Design Uplift FL# 11651.21 R3 r OCTOBER 5. 2017 W14' Table "A" Maximum Total Uplift Design Pressure 109.25 psf 164.25 psf Fastener Pattern 9"-9"-9"-91, 911-9"-9"-9" Fastener Spacing, 24" O.C. 12" O.C. Design Pressure includes a Safety Factor = 2.0. G6ilCoak FLORIDA PRODUCT APPROVAL SUPPLY & MANUFACTURING G TIVI U LFRU B PANEL OVER • • PURLINS OVER • • FLORIDA TM PRODUCT APPROVAL NO. 11651.21 R Code Compliance: The product described erein has demonstrated compliance with the Florida Building Code �017, Sections 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluationis 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. • FM 4i 71-1992, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T--07D & E, Dated 02/19/2007 2. FM 4471-95, ISection 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0238T09D, Dated 07/21/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organizlation # 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 1897198 test standard is equivalent to the UL 1897-12 test standard. 1 3. The FM 447 -95 test standard is equivalent to the FM 4471-1992 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 3:1 , 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. FL# 11651.21 R3 • OCTOBER 5, 2017 'C o �'� t e PRODUCT A...® n Gull SUPPLY & MANUFACTURING TM Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values pre outside the scope of this report. Design Procedure: FL# 11651.21 R3 P OCTOBER 5, 2017 W41" For roofs within the para at a minimum meet thos the parameters listed on for each project in actor using allowable stress de not be exceeded. This ev Hurricane Zone. Refer to product in High Velocity eters listed on the load table, fastening pattern must listed for the applicable wind zone. For all roofs outside ie load table, design wind loads shall be determined rote with FBC 2017 Section 1609 or ASCE 7-10 an. The maximum fastener spacing listed herein shall uation report is not applicable in High Velocity urrent NOA or HVHZ evaluation report for use of this irricane Zone. Gulf C&M SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 1x4 Wood Purlins over 15/32" Plywood Buildings having a Roof Mean Height s 20''-0"; Roof Slope: 2' /12 `I - 12 _'/1:2'" Gable or Hip Roof; Wind Speeds 120- 180mph; Exposure C, Risk Category II, Enclosed Building, based o ''Florida Building Code"2`017.` ` 120 130 1140 1 150 160 170 180 WIIND FASTENER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER' ON CENTER ON CENTER SPEED (MIN.114" penetration) SUBSTRATE SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 , . 49-15X1.S" 1x4 Wood Purlins I, . 24 , TYPE 1 24", TYPE T 24", TYPE 1 24", TYPE 1 '24", TYPE 1 24", TYPE 1 24", TYPE 1 ZONE 2 #9-15x1.5" 1x4 Wood Purlins 24", TYPE 1 24", TYPE 1 24' TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 ZONE 3 #9-15X1:5" 1xd4 Woo. Purlins 24". TYPE 1 24", TYPE 1 24', TYPE 1 24", TYPE 1 34", TYPE 1 '24", TYPE 1 ° 24", TYPE 1 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 109.25 PSF @ 24" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 164.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) SUBSTRATE: 1X4 WOOD PURLINS OVER MIN. 1sh2" THICK PLYWOOD. WOOD PURLINS ATTACHED TO PLYWOOD W/ MIN. 8D X 2'/2" RING SHANK NAILS AT 4" O.C. PURLINS AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 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 7-1I0 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 ZONE 3--,:rl J - ♦� RIDGE °----------, ZONE ♦♦ ♦♦♦ 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. TYPE 1 FASTENER PATTERN 1 x 4 Wood Purlins @ 24" O.C. Attached to Plywood with (1) 8ci x 2.5" Ring Shank Nails @ 4" O.C. At Panel Lap ZONE 2 GABLE ROOF �a! —J-----------------1 � I ):a I ` t RIDGE I I __I E---------------------4- I ZONE 1 i 'i-ZONE 3 EAVE FL# 11651.21 R3 • OCTOBER 5, 2017 L(1) #9-15 x 1-1121 w/Sealer Washer Min. 15/32. Plywood Fastener Pattern @ 24" O.C. TYPE 2 FASTENER PATTERN 1 x 4 Wood Purlins n 12" O.C. Attached to Plywood with i (1) 8d jX 2.5" Ring Shank Nails @ 4" O.C. At Panel Lap L(1) #9I15 x 1-1/2" w/Sealer Washerl—Min- 15/32" Plywood 9'-9"-91,'-9" Fastener Pattern @ 12' O.C.