The URL can be used to link to this page

Home My WebLink AboutPRODUCT EVALUATION REPORTTNA Product Eva GULF COAST SUPPLY & 26 Ga. SV Crimp Roof Gulfs OrA-� SUPPLY & MANUFACTURING on Report iNUFACTURING, LLC. over 15132" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 RECEIVED Per Rule 61 G20-3 Method: 1 -D APR 3 0 20118 ST. Lucie county, Permitting Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ c� r S'**4 4< SCANNED BY St Lucie County Product Manufacturer: Gulf Coast SuI�ply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 +j++IIIjj Newberry, FL 32669 ,%,OPN�EL S., jr4 y' E � gineer Evaluator: Dan Kuhn, P.E. #75519 Florida !Eva Iuation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 I Contents: Evaluation Report Pages 1 - 5 * : No, 75519 r STATE OF •'Q: - 1++11+ 0 3072015 Table "A" 4/J�06Z// A i e vd d N bQ4114 Hsi L,3° 7d%xs Maxi�rnum Tota{ Uplift Design PresStre; 4 r994'25psf�; ,1�1Q psf:y, Fastener Pattern 12"-12" 9.5" 2" 9 5" Fastener Pattern'Spacmg �,A� ,1`6'�O=C w a' � o�� 1` 0 C r, Design Pressure includes a Safety Factor = 2.0. i r GulfICTOf SUPPLY & MANUFACTURING Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, 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 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: OI018" Minimum Width: 24" Coverage Rib Height: 3/s" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 15/32" thick over supports at maximum 24" O.C. ick, APA Rated Substrate Description: Minimum plywood ' Design of plywood and plywood supports are outside the scope of this evaluation. Must he designed in accordance w/ Florida Building Code 2014. Design Uplift Pressures: FL# 11651.13 R2 9 JUNE 15, 2015 00 Gulf7 FLORI® SUPPLY & MANUFACTURING Code Compliance: The product described herein has demonstrated compliance with the Florida Building Codei2014, 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 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL I1897-04 - 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 1 117-0053T-05 & 117-0331T-08 2. Certificate, 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 Quality Assurance Entity: The manufactures has established compliance of roof panel products in accordance wit�ncler the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing a quality assurance program audited by an approved quality assurance entity Minimum Slope Range: Minimum SlopeIshall comply with Florida Building Code 2014, including Section 1507.412 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. Roof Panel Fire Classification: Fire classification is not part of.this acceptance. �\ Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. 1 Design Procedure: FL# 11651.13 R2 9 JUNE 15, 2015 For roofs within the at a minimum meet the parameters lister for each project in a using allowable stre. not be exceeded. Tr Hurricane Zone. Ref product in High Vel( )arameters listed on the load table, fastening pattern must I ose listed for the applicable wind zone. For all roofs outside Ion the load table, design wind loads shall be determined cordance with FBC 2014 Section 1609 or ASCE 7-10 design. The maximum fastener spacing listed herein shall s evaluation report is not applicable in High Velocity r to current NOA or HVHZ evaluation report for use of this Jtv Hurricane Zone. ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 1�5/32" Plywood a / uaH ra Raaf IVlean.Hej ht 5 2Q Q;d, Rocs ,5(ope 2"I12" - 12"/12." Gab1e°or NIp. Roof, it1(ind yeecis 1, 0 , Buildings having a 19 184m h "EX osiire RIsK Catei�t II Ericlased a ltllrlbasetl on Florltla Building:;Cotle 2C)1Aru,r, : v s •Ju.„ IaY, u. G,/2�' ..Oi.�9am//iA: e. R,d, p"�,a l.P 120 130 j 140 150 160 170 180 WIIND FASTENER SUBSTRATE ENTER (MIN. 1/4" (MIN. 15/32") ON CENTER ON CENTERER ON CENTER ON C I ON CENTER ON CENTER ON CENT SPEED Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING r air ti2�tiu ai w " w, , , r• yii / JHNq!a %0/�iiauaa// ii� , , i , " 20NEµ 7 #9-15x1.5"N Plywood 16" TYPE6" TYPE 1 16 TYPE 1" i6, TYPE 1 1;6"TYPE"1 1f TYPE 1 '�16 /TYPE 1 ZONE 2 #9-15x1.5" Plywood 16" TYPE 1 16" TYPE 1I 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 as xa air am i mudan!iiN%////ar Niiu/a,✓,.✓a„ a 5� r an4/e�r/ ,�aG rq•M, r p x" ;gZCONE 3 #9-15x1.5 Plywood w16" TYPE 1 16TYP6 t 16 TYPE 1".." 16„TYPE 1 16 TYPE'1� /18�„TYPE 2 � �16, PE,,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.'/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.75/3z" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 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 HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or T\\ E 2 ZONE 3 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. RIDGE ; TYPE 1 FASTENER PATTERN (1) #9-15 x ZONE 1-1/2" HWH w/Sealing Washer I , \ 12�� 1211 �� /-----------------\� -_„- At Panel Lap ZONE 2 GABLE ROOF I — — -----------------I �a I I RIDGE I I ----- -- ------------I a +---------------------4 a I ZONE 1 I I I I '-�—ZONE3 \—EAVE FL# 11651.13 R2 • JUNE 15, 2015 TYPE 2 FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer I IN