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HomeMy WebLinkAboutProduct Approval (2) SUPPLY � �9ANUFACTURING m ET l ALROOf PA', ft 01 -.,A:IL G61iCogst �:-j I --JL-1 L 'K GULFLOKTm 16"WIDE ROOF PANEL OVER 15182" PLYWOOD U . TM C&AS:S:_ EMBLY A 16" COVERAGE (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY C W/CLIP GulfLokTM CLIP 24 GA. (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE . `� 1EL S, N\G E NG�'l; *: No. 75519 �'- STATE OF Y, : p 'f 0R1Op' ��(`•� • ® • . , , 06�3o1zo15 RW- SUPPLY & MAPIUFA�TURING FLORIDA PRODUCT APPROVAL G6ilCogst • GA. GULFLOKTm 16"WIDE ROOF PAN 5L OVER O! ! P 1 TM Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, LLC. 26 Ga. GulfLokTm 96" Wide Roof Panel over 75132"Plywood Florida Product Approval #11651.15 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �111t1j ' oPN�E1- S..k�•, G E IV Engineer Evaluator: No. Dan Kuhn, P.E. #75519 *. 55j9 _ Florida Evaluation ANE ID: 10743 = STATE OF .'Q OValidator: O R t D P' •'���+` Locke Bowden, P.E. #49704S;0NAL SOLI% � 9450 Alysbury Place ''� Montgomery, AL 36117 0.6�30�2015 Contents: Evaluation Report Pages 1 — 5 . . CT E , , 10 N REPORT XU" ENGINEERING, LLC 1 ISLAND LAKES LANE.BOCA RATON, i 0464 'Coi'� LO FR � s • • ® ® ' e • • ! Gull SUPPLY & MANUFACTURING 71 TM L'O'K Q #� • PP ' • N 5S -TF- Compliance M Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: GulfLok-rm,Ma" Nailstrip Roof Panel, 26 Ga_ Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into 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: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga.Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: #10-12x1" Pancake Type A '/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15f32"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_Buildin Code-2014. Design Uplift Pressures: Table"A' Maximum Design Press Assernbl /1 Assernbl B AssFlaembl C' RoofAreas n�.e•��x �'��s����T; � ,�.. ,� Y.�a�, zY Maximum Design Pressures -63.5.psf -121.75 psf -161 psf FastenerSpaang A 51/ O.0 5�/, OC �5Y8OC �. Sealant No Yes No Panel ell �' 1 `No` NgoWe 3sl N 01 *Design Pressure includes a Safety Factor=2.0. �VALQATION Rt PORT IIL ■ ENGINFERIN)(� . , . . . , , G61iCozRt SUPPLY & MANUFACTURING 26 GA. GULFLOKTt,4 16')WIDE ROOF PAN EIL OVER 1.5/32" PLYWOOD 00r TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, 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 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. TAS 125-03: UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0301T 10A-C, Dated 10/11/2010 2. TAS 125 Architectural Testing, Inc. (FBC Organization#TST-1527) Report No. B9000.01-450-18, Dated 12/12/2012 3. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization#TST-1654) Report No.T356-10, Dated 10/29/2010 4. 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 5. 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 1897-04 test standard. 3. ASTM G 26 is equivalent to ASTM G 155. 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. • ® , .APPVtG61icoi\�t SUPPLY & MANUFACTURING LOK" 26 ' GULFLOKIm 16" t • • PANEL OVER OVER 15/32" PLYWOOD • TV Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. 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 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. FUTTST-TSM NNE'l 5,ZU 15 1KTJHNs LOAD ' Gull ® ® SUPPLY & MANUFACTURING IVI L 0 �K 26 A. GULFLOK"'A 16"WIDE ROOF PANEL OVER 15132" PLYWOOD 00M BID A FS 0 DD Ulf,V APPROVAL T1v1 ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15132" Plywood Bulldm j hav(ng a Roof Mean Helg<�20 fO Roof Slope 2''X12'w41,2a/142` Gable or�Hlp R o;W ntl�Speeds 1?Z© 180mp1Exposure Ck Category lEnc osed Bulled ng baip sed o�n Florltla�B�ulltl ni gCo'tl�e 2014 � d: 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" MIN.15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED penetration) ( SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 7 q (1)#10 12x1 }CDX � , ASSEMBLY A ASSEMLY,A1 ASSEMBLY A" ASSEMBLY A 'AASSSEMB VAS PLYWOOD � v fi�"�':'r�,a,� � ,.a .✓,c';,^" ,�. ` � a :s�'�x'�.�. s� , t Ftr'.-,*°�b._ ,a ,�f':x?��r�'; ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ddi• CDXF', 'ZONE3", {7)#10 12x1 15, ` 'ASSEMBLY A ASSEMBLY A^ ASSEMBLY B _ASSEMBLY B ASSEMBLY Bi yA55ENIBLY B; ASSEMBLYdBN w. z....4 c .,..?_„ r,:.-s;X. .:. -.*�• _x+,. t. ;. --.i.y'E _ L ,� 1.)PANEL DESCRIPTION:GULFLOKTM'MIN. 26 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A,1A" MIN.PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/8"O.C. ASSEMBLY A,-121.75 PSF AT 5�/s'O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51/8"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING& TESTING. 4.)PLYWOOD DECKING: MIN.15/32"THICK,APA RATED PLYWOOD,GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/FBC 2014 5.)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 '/ZONE2 ZONE 3 j r 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. ASSEMBLY `I \� RIDGE r� 16"COVERAGE ZONE �(1)012X1°TYPAPAPANCAKE x SPACING:SEE UPLIFTTABLE \-EAVE ASSEMBLY B ZONE Z GABLE ROOF 1/4"5/16"DIAMETER BEAD OF TITEBOND SEALANT — \------------------i —tea \ I (1)#10-12 X 1°TYPE A PANCAKE — RIDGE j SPACING:SEE UPLIFT TABLE ---- �-- ------------� ---tea a+-------------____-- F_ a ASSEMBLY C W/CLIP y I �\ ZONE 1 i GulfLok'"CLIP 24 GA. i\\11 — I ZONE 3 %\—EAVE (1SPACING:SEE UPLIFT TABLr TYPEA ES FC#1'1651:15'R2-JUNE-T5;ZOTS —OR-OPAXTEVALUATION . ■ • ORT • NGMERING� LLC