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Home My WebLink AboutEVALUATION REPORT - METAL ROOFINGberm �f 'SCAME® sttucie ou nth �• c11E S, kG . 'vNGE/v ' 3 STATE OF NAL �' I I I I I II `t`i0/OJr'/201� Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 7S132" Plywood Florida Product Approval #11651.12 R_3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Connected 4t ��V/SIBYL �Juc.�dr�9 Newberry, FL 32669 ,, tt,1111111"If� 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 FW11651.12 R3 • OCTOBER Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description Design Uplift Pressures: 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 15/3z" 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 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib #9-15x1:5" 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 Minimum 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" 2" eX4!pl�fit'lpesfgp Pressured t1wb8y5�psf-i- , 3 � f ps , R Fastener Pattern Panel Rib Panel Rib A�Fast � ttY � Design Pressure includes a Safety Factor = 2.0. 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 110-00 - 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. 117-0065T-07A-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 •.00TOBER 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. 'ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood B�uj� gs 11avlrg[aFRoa MealnFielg�l{t0 0+? 4'Roafelope �2 ;(1 2�,a/ f �' Gaol'epr,F�tof,"11UIicfl5p'ee'fis 120Y�{{a ;a� r n r i,t s 5kie [- a s., A0, 184rrj{p�1, Expos�rrs,�CRtskx�axgo�y„�I Efic{o,BU[,Idigllbased �c�ndajildlr9de�20f1i7�r U� 120 1.30 140 150 160 170 180 MIND FASTENER SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER penetration) (MIN. do n) (MIN 15/32") 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 )ZONE'Z' ywQYO�, p TY•P£ if ;1> � s{�2 PE` 1_'. 5TIIYP�E�1i, N z >5 i 12 TYPE I w� r . � 12 TI E'�I t7 : t* 12 7YP.E�Ir; '�..rlf .. :., - i . w :l .:✓, :b ;;'-� c i`, ,� s1t l� r i',sT R x`� 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 1u) PAIEL,DESCFtIPTIbI� ,[il{1/IPMIRit�6�'G y1� 1R�AL1E�(rs2f3�,GOVEREi,a„*TAE'sl) t'.�I4� +(+,'x��"'I a"i ri'x z' YfibX t o �{ i ld Ir -, i } a i I`2) PA1LkEASTEI�IER'^t#9-?5X1;5�kjllNiiNlih SEA NGf�NAS 1 }INA:MIN�t PRESS 'C* h S F � " 1 sF ,3E)�M'A)CIMIIM� #LEOWABLE P NEL`It�t?LKIF1 RJR iQ8 5 $F@ 1 -'FA ER 'AG NG E 1 . i i` •:P isrj� r. ATETtTERN fI S°h� . r OCFASYi65PACIIViGy r,F� SST E(JI 1(�Afj'BSEC'�N �ASjR?�L511�ONLE 1,897TE5 1 Gp g;)''PL1NV004;DECKiN�/T�:MIN�rQTF{�C1ILY O(3RIVIUTi'EDS(iNE1�:ACiQ�,DflNGI}fil=CRDA�8L1tQlI[kjlJ6�'/�1 5 i''q.0 SLOPE QJd�RQQF SL�iPS LE55 t5�}iROOF TjAN�3=1'I' SEr1I�IT f!iUST BfttJl PJ iNP`AJE# T�gL6 S S D;W'pc ULAIrE `s0'85'a� �UL�j�+PUE {6) QQD pt U, BF{E55 }RES CA4,t E1FIERNA5ChE t �104( Da { � '? 6 PER,'F "0 1CJI/'gU�LDI{� {`I yP � r'! %,.14...n.,$F+_.5�a,n6.n�,,.,f rr.i.�E..!w au 'f. 5"`w. '.�..l.Ni�i_+¢�nt"f_ >i.�.,.irM:{.."P.i..:F .'�aY'$iiitU-�lu�htE. 1'•'ii.,�..c,�a, AL+.�,.., .17��=�''.ea..a�.. cri� �yl.�;��'i7:n[:.-�.rm�x�t$�'"e,.�;�EiR�t's,'r �3,��•w.;, ..�'llil� ZONE3—, f'. IT ' 1\ RIDGE ZONE Note: Dimension (a) is defined as 10% of the minimum width of the building or ---`qa 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-�► ZONE GABLE ROO a At Panel Lap RIDGE I 1 I :4 ----------------------- ZONE I `.. - I ' ZONE3 FI 1i.11851 17 Al . (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 12" 12�� At Panel Lap--/ F jk. NO.755i9 0 • STATE OF S o,o/VAL 0'