The URL can be used to link to this page

Home My WebLink AboutProduct Evaluation ReportProduct Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 29 Ga. GulfRibTm Roof Panel over 1x4 Wood Purlins ST. L.UCIE COUNTY pVIL,DING DIVISION REVIEWED FOR CQ,- J P�IANC DATE.E REVIEW_�La LAY P�AND PE NIT Mt44T EIR:KEPT ON JO IS Ok;~ NOIN$RCM-TtOMMLLBEµ 9? FL# 11651.27 R2 • JUNE 1 Florida Product Approval #11651.27 R2 Florida Building Code 2014 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: ulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 .�`ttlEL c! 1,� 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 �'�li','' 1. • "A . k * : No. 7551.9 o,1. srArE op Al �tito,1VAL SO00% oil 0.63o jiois Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1504.7. Product Description: GulfRibTM' 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage, through fastened roof panel over Minimum 1x4 Wood Purlins over one layer of Asphalt Shingles (optional) over minimum 7/1e" OSB or minimum15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 102.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0142" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal '/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 1x4 No. 2 SYP wood purlins over maximum one layer of asphalt shingles (optional) over min. 7/16" OSB or min. 15/32" thick over supports at maximum 24" O.C. The 1 x4 wood purlins shall be fastened to the wood rafters (24" O.C. Max) with (2) 9 x 2'/2" Deck Screws per rafter (Minimum 17/8" penetration into wood rafter). Design of 1x4 wood purlins, OSB, plywood and OSB/plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2014. Design Uplift Pressures: FL# 11651.27 R2 • JUNE 15, 2015 Table "A" Maximum Total Uplift Design Pressure 101.0 psf Fastener Pattern 9"-9"-9"-91, Fastener Pattern Spacing 24" O.C. rDesign Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, 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 1897-04 - Uplift Test for Roof Covering Systems. • FM 4471-1992, 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. 117-0407T-09, Dated 11/16/09 2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0238T-09E, Dated 07/21/2009 3. 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 1897-04 test standard. 3. The FM 4471-95 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. FL# 11651.27 R2 •1UNE 15, 2015 Roof Panel Fire Classification: 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 2014 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. ENGINEER LOAD TABLE: 29 Ga. GulfRibTM Panel over 1x4 Wood Purlins Buildings having a'Roof Mean Height520'-0";'Roof Slope: 2"112 - 12'712" Gable or Hip Roof; Wind Speeds 120- 170mph, Exposure C, Risk Category 11, Enclosed Building, based on Florida Building Code 2014. 120 130 140 150 160 170 FASTENER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER WIIND SPEED (MIN. do Penetration) SUBSTRATE SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" 1x4 Wood Purlins 24" 24" 24" 24" 24" 24" ZONE 2 #9-15x1.5" 1x4 Wood Purlins 24" 24" 24" 24" 24" 24" ZONE 3 #9-15x1.5" 1x4 Wood Purlins 24" 24" 24" 24" 24" 24" 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 29 GA., GRADE 102, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 101.0 PSF @ 24" O.C. FASTENER SPACING BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) SUBSTRATE: 1 X4 WOOD PURLINS OVER MAX. ONE LAYER OF ASPHALT SHINGLES (OPTIONAL) OVER MIN. 7A6" OSB OR MIN. 15/32" THICK PLYWOOD. WOOD PURLINS ATTACHED TO WOOD RAFTER (24" O.C. MAX) WITH (2) 9 X 21/2" DECK SCREWS WITH MIN. 17/a" PENETRATION INTO WOOD RAFTERS. PURLINS, OSB AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 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 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 runt 2 ZONE 3 ------------------ RIDGE \ \ i ---- ��/ ZONE \\ \\\ I --- 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 :ja less than either 4% of the minimum width of the building or 3 feet. FASTENER PATTERN ZONE 2 GABLE ROOF �) — —----------------- I � I I --RIDGE ---- --— — — — — — — _ a +---------------------+ a I ZONE 1 I I +---------------------4- "ZONE3 HEAVE FL# 11651.27 R2 • JUNE 15, 2015 1 x 4 Wood Purlins @ 24" O.C. Attached to Wood Rafters w/(2) 9 x 2.5" Deck Screws @ Max. 24" O.C. 9111 911 At Panel Lap r� (1) #9-15 x 1-1/2" w/Sealer Washer 'Min. 7/16" OSB 9"-9"-9"-9" Fastener Pattern @ 24" O.C. Max. (1) Layer of Asphalt Shingles (Option,