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Home My WebLink AboutPRODUCT EVALUATION REPORTSCANNED BY Product Evaluation Report 1803`"0s-74 40 L T COUNTY RIm'DINT _ SIGN GULF COAST SUPPLY & MANUFACTURIy D FOR COm ti Ril VIEIVED BY E 33� 26 Ga. 5V Crimp Roof Panel over 15132' PEST MUST BE KEPT ON JOE. OR NO IV-ML BE ?1z��E. MAR 13 2018 ST. Lucie county, Permitting Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Florida Product Approval #11651.12 R3 Florida Building Code 2017 Per Rule 61 G20-3 THESE PLANS AND ALL PROPOSED WORK Method: 1 —D ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Category: Roofing MAY BE NECESSAAY IN ORDER TO Subcategory: Metal Roofing sgMPLYWITH A"- APPWCABL90009% Compliance Method: 61 G20-3.005(1)(d) HVHZ CONCF-'LED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILRy OF THE CONTRACTOR OF RECORD Newberry, FL 32669 %% ,EL 5`'��,,� 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 FL# 11651.12 R3 • OCTOBER 5, 2017 N�CEN * .'• No. 75519 STATE OF Tax }�:+oaf .;•ran' K.y • r,+,• � �'R � ' , �^1 r •jy�t Ali is Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.12 R3 • OCTOBER 5, 2017 The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 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. 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: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code i2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib #9-1,5x1.5" with sealing washing through panel rib. 1/4 minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Migiimum 15/32" 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" Mat urrirTc tal`'Uplift I es[gn Pressui 1'Q psf t ' ` � ",;'AiR0psf �� a Fastener Pattern Panel Rib Panel Rib ' 4 r^6 l# +, ¢ sa x€ ner Pa""t, ap'hb � a & x3- xw' 1 at sC � Design Pressure includes a Safety Factor = 2.0. i .. Ago" ZE Ir N.V" k Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 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: • TAS 125-03 • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. • TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 1 10-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117. Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0065T07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. 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 1897-12 test standard. 3. ASTM G 155 is equivalent to ASTM G26 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. FL# 11651.12 R3 • OCTOBER 5, 2017 Minimum Slope Range: Minimum;Slope shall comply with Florida Building Code 2017, including Section 1515.2 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 and RAS 133. Underlayment: ' Per Manufacturer's installation guidelines per Florida Building Code 2017 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. 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. FL# 11651.12 R3 • OCTOBER 5, 2017 t ■`® ■ /��'�a," ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood r`'�vy�„ �. ' j`my��`[m(..{a' Ea „ G??,-.a/1.:�_:lCii,L/»=%"aY�p. , « �r� w*" �yy�r �2-yay_y.� �.i$ys��[•,�3 r~�ixgIri.ifF .� �^ �[ GG"�taiy {�1SjC'rjCL3Tj�(.;?riCSsiil �raS L7 ICIjtBtJIEfiliC'14 4 7 .,,„.:,s..� .... ..... .. . . ., .,._ :....., _. .. ,.,, ,x.r, s,.a..nx ��, x_�.:z .» �, ..��s�._ > -. ss,=s2. , 120 130 140 150 160 170 180 WIND FASTENER SUBSTRATE Penetration) (MIN. do (MIN. 15/32") ON CENTER, n) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 ; i l= a .M 3"�,rv�6ez a;, dq' + f$�E arye, F�i Sx 5 Y C 1- `^ft*%v:: I2 ri Y}PE r ,� a 3 '#q tZ iS�PE 1 .fa ,' a -s x dtkt � ' �}g u ..�a,GkS s� ..,,a nM .A. .-d .a's evp3� r;A,"g^ #�' gRe i e�. .: i.. �i 3 E 'v ..5...a....WW'.'l�°. ,e . fi°a� ,aY+'t%.¢L`.i 3A x £., i 'h. i ZONE 3 #9-15x1.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 *1;jPAN9L-DIM", N S IIU1i',IU1lli � (3�5f 2 `C�3 CRA E a TAFI � � a q #i /ham k� s f k r 19 1~IE1g/A i{Eit5i 5" i i �a �Ai 't Ii Fi ail MiN ¢' PEiI CiiCil � � ;w b8 +$.:N%sew "� a p� �` +' d _N"t �€°5 : k t^ !.S� �.. q 3d,3'^ W g 'tl $$" SAP' P �11%E"i�ANI"I. ii#t1A`XIMLIUI�.ALL� t PLIFT PRESS � (�8 t'�l � 12 w I ASS I 13 �� PAiiEI�N,, '`�t'q f l NSF15'`) Ct N�ye �,[q 9 4 it iO UiN w41 P.V70"� p,�»»S S f UID DAM IcUwt z ZONE 3—,, �T----------------- \ \ �--RIDGE \ i \ / /................................................ t ZONE \\ \\\ ------------------' 'ZONE 3 LEAVE FL# 11651.12 R3 • OCTOBER 5, 2017 Note: Dimension (a) is defined as 10% of the minimum width of the building or --.--.a 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. (1) #9-15 x 1-1 /2" HWH w/Sealing Washer _1211 1211�,�, At Panel Lap —/