Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGG6il'CWo�kt k SUPPLY & MANUFACTURING TM 4c0qWs Product Evaluation Report F COAST SUPPLY & MANUFACTURING, LLC, SIB. LUCIE COUNTY BUILDING DIVISION REVIEWED FIDR COMPLI 26 G . GulfRibTm Roof Panel over 75132" Plywood REVIEWED B DATE P'� NS AND P MIT Florida Product Approval #11651.22 R3 M IS BE KEPT OI .roe oR Florida Building Code 2017 NO INS , ECTION WILL BE MADE g Per Rule 61 G20-3 Method: 1 -D THESE PLA�0NS ARID ALL PROPOSED MR ARE SUN CT TO ANY CORRECTIONS REOUIREDIL-Y FIELD INISNCTORS THAT WAY M Mfe�NUARY IN ORDER TO r COMPLY Wj dALL APPL}GADUdODES. Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ SCANNED BY t. LodC000tv Product Manufacturer: �EAL� FASMERS ORATTACHWEEGulf Coast Supply & Manufacturing, LLC. ARE HERESPONSIBIMOFTHE 14429 SW 2nd Place, Suite G30 %%%tNOEL NTRA Newberry, FL 32669 CQ CTOR OF RECORD , • ' �. sF tie 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 11651.22 R3 • OCTOBER 5, 2017 . No. 75519 =� = STATE OF00. ' �FSi �� O R 1 D P• ��'�.' ��'.,S;�NAL EI ,Go/o�/poi TM Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: 11651.22 R3 • OCTOBER 5, 2017 GuIfC®Wz�'-k 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 approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum 75/32" 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. Table "A" MaxiinumiTotal Ulit Desi' n Pr�essure92+5f Fastener Pattern 9"-9"-9"-9" 1595,psf f 6.5"-2.5"-6.5"- 2.5"6.5"-2.5 "-6.5" Fasf� er Patter""n Sip c ng '-SEM-24*0�. Design Pressure includes a Safety Factor = 2.0. L J' �..,...., ....®. GullCoast SUPPLY & MANUFACTURING 'ULFRU FF 26 GUAGE GULFRIBTM• • • • FLORIDA PRODUCT APPROVAL NO. 11651.22 R3 W�7M 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. 117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q 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. 11651.22 R3 • OCTOBER 5, 2017 i t FLORIDA... , APPROVAL GullC®ast SUPPLY & MANUFACTURING TM 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 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, 11651.22 R3 • OCTOBER 5, 2017 Gu"If C&M SUPPLY & MANUFACTURING ENGI 1 EER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Build r. s'[lavin` a Roof :Mean H'el ht <;ZO. O 'Roof .Sloe 2 %12 12�' /"12r .Gable orfHl e''Rdof,?Wind, Speed`s 120 ss > a 9 r, * My�pz °�a�y Ph, ,- r','ra«, I 1.8© Ig , <,a h,tExposure C Rtsk Category ifs'Entl`oseef Bullding,{based on Fl6R'd utlding 2017 y j rye _ ode 120 130 140 150 160 170 180 Will D FASTENER SUBSTRATE SPED (MIN. 1/4" 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 ZONE 1 #9-15x1 5 Plywood TYPE 11 f`:142�TYPE TYPE 1 24 rfsYPE�124 $24 ;24 fi �.C41,'• , ZONE 2 #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 PI woodw, 324y4'TYPE1' x0y,"?AV;9.14 �s24'TYP.E 1' :' £ shy;+.. 2 `� '+„a,"tif'"�i§»ins' •.�' .. 12,grT�YPEc2 va6: ti"3nx. {,,,�S 12rT�YPE2} ''24{TYPE1 ,`r12r,,TYPE ,°12`'rTYP�E2� ,.. .:: .::: s.. .% .':.., r�. en,c :d .... ..mv ,. .=: a>... .<C .. ., <. ,.,r Ltrsvda. ,r d�, i�.;�s�. a.�, v..✓ 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. II 2.) P EL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 33M IMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 112" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PL OCID DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) R OF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) L � D TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING COD �2017. ZONE 2 RIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or ZONE 3 l� 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be --------- ' �a less than either4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN \\ \ RIDGE I ZONE \\ \\\ I — — — — — — — — — — — — — — — — — -- EAVE ZONE 2 GABLE ROOF Tad �—— — — — — — — — — — — — — — — — — =:�a I I RIDGE ----- -- -- -------I a ---------------------� a 1 I �\ ZONE 1 � I I +---------------------- ZONE3 EAVE 11651.22 R3 • OCTOBER 5, 2017 At Panel Cont: Tape Seal for use an Slopes less than #9.15 x 1-1/0 w/Sealer Washer @ 24' O.C. Max. TYPE 2 FASTENER PATTERN Cont: Tape Seal for use on Slopes less than #9-15 x 1.1/2' w/Sealer Washer @ 12' O.C. Max