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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGGulf "C' 'o'L SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfR6bTm Roof Panel over 15132" Plywood iE2 fh'g(d-oIV- r. LUCIE COUN� DIV o or' ct-Approval #11651.22 R3 =—VIEWED FOR ICO LIANCE Florida Building Code 2017 -VIEW Per Rule 61 G20-3 THESE PLANS AND ALL PROPOSED WORK ATE ARE SUBJECT TO ANY CORRECTIONS AN A D PER IT MUST BE KEP J B Method: 1 -D REQUIRED BY FIELD INSPECTORS THAT ITE OR NO INSPECTIONS) WIL MADE MAY BE NECESSARY IN ORDER. TO COMPLY WITH ALL APPLICABLE CODES. Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: SCANIV�L/ Lucie co . Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 N1EL S, k Newberry, FL 32669 OP• %CEN•.�y'•, �� FILE_1* . No. 75519 CONCH® FASTENERS OR ATTAC0MEOTS �o,-��ASPONSIBILITY OF CTr I� 9E OR-D HE 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 FSSTATE OF011 ; . ,< O R 1 D.P. • •ati: O\ . Compliance Statement: Product Description: Panel Material/Standards: i Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: Gulf�� \ f SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibTM' 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. 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. Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. #9-15x1.5" HWH with sealing washing or appro d equal 1/4" minimum penetration through plywoo Corrosion Resistance: Per Florida Building de 2017)Buil ion 1506.6, 1507.4.4 Minimum 15/32" thick, APA Rated plywo d ver suppoaximum 24" O.C. Design of plywood and plywood sup p are outsidepe of this evaluation. Must be designed in acc rd nce w/ Floridng Code 2017. Table "A" 'Maximum TotalUpliftDesignPr sur, 69x25 fu p �r 159 25 Pt. AM �ti: Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" Fastener Pattern Spac ng 24 OTC` Design Pressure includes a Safety Fac r = 2.0. TM Code Compliance: Evaluation Report Scope: Performance Standards: i Reference Data: I Test Standard Equivalence: i I Quality Assurance Entity: i Minimum Slope Range: Installation: Underlayment: G61'Ca SUPPLY & MANUFACTURING The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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. 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. 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0062T 07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) 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. 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 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. Install per Manufacturer's recommended details. Shall comply with Florida Building Code 2017 section 1507.1.1. V 1 M 'CoA .APPROVAL . Gulf PRODUCTFLORJDA SUPPLY & MANUFACTURING TM GULFRIB 26 GUAGE GULFRIB TM PANELOVER • • FLORIDA PRODUCT APPROVAL NO. 11651.22 R3 TM Hof Panel Fire Classification: Fire classification is not part of this acceptance. rear Diaphragm: Shear Diaphragm values are outside the scope of this report. esign 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. 51.22 R3 • OCTOBER 5, 2017 �a.A 4\` \' ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Bu'il'clin s'fiavin[7 a Rtiofi 1 lean Hei h 7x� ,, rs r, �t` , °^Y � 0�07`6 tRooGS ope 2 %12" g �z`g � e� �t-�. 2 11h21 Gabe or H�pkRoof, Wlnd 4ajbY s °�;- ",a':".' t-^:, t �.�s'- x .� ° Speeds 120 1°-' sr Ekasure Risk II,E'ndosed SA Bur(ding, based on Ala mk_, £x` 1j80rr1ph; C; �Caeg,ory� R_ P r ids°BulldingCode�2017 , 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 114" (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 "w Fy ,. itk 4' }2q"TrYP.E 1 '24"'7YPE:1 =r., t�:'..,rR.x 24" TYPE 1 firm�g.;;r'"z"r�ti. 'i2$"�1YEn 24"; 7kYPE,1 " 24" TYPE x1°- ZO+lE1� �_ #9 15x1 5 ,Plywood TYPE1 �.�,..4 r R j i ZONEI 2 I #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ., ; ZON = # � I +1 ' R ��' �; Y=3 T £YTYP 24;TYP E 2 ` w 1Z", 7hYPE i2s 12� �x,1, 7YE . �2 � a.1101 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: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 12" 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 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. NIP Rnnr a - ZONE 3-- ------------- \ \ RIDGE /----------- ZONE I -------------------\ ZONE 2 GABLE ROOF --- ------------------a I I I' I RIDGE ----- -----— — — — — a I ZONE 1 I I �---------------------I "—ZONE 3 —eJ+vt 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 less than either 4% of the minimum width of the building or 3 feet. TYPE FASTENER PATTERN At Cont. Tape Seal for use on Slopes less than 3:1 #9-15 x 1-1/2° w/Sealer Washer @ 24° O.C. Max. TYPE 2 FASTENER PATTERN Cont. Tape Seal for use on Slopes less than 3:1 #9-15 x 1-1/2° w/Sealer Washer @ 12° O.C. Max.