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Home My WebLink AboutProduct Approval (2) �f HLE COPY / ul , :\� s a A Gf �:,,•. _ Ft 9 A ° D � � a °➢ � � SUPPLY & P•AANUFALil;illN.c-777 _"' _ 1_` �„• :$F.- i FLORIDA PRQDUCT APPROVAL N4: 11f.5'i.2.R2 _..,., Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 0.032" Aluminum Gul&011 " 16°' Wide Roof Pavel over 75132'° plywood Florida Product Approval #11651.2 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) NON HVHZ Product [Manufacturer: Gulf Coast Supply 8t Manufacturing, LLC. ��►,�� °° P AEL S 14429 SW 2nd Place, Suite G30 �'..,. . •. .. , ,S, Newberry, FL 32669 ��G E NSF•.'L *; No. 75519 Engineer Evaluator: �!- Dan Kuhn, P.E. 475519 11 STATE OF .��: Florida Evaluation ANE ID: 10743 ��,�.• FS• ORiOP.•��': S"ONa'L �NCa Validator: 1,11111110% % Locke Bowden, P.E. #4.9704 o,613012015 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.2 R2•JUNE 15,2015 .r qL F' r ¢ l e i I t•y',f Ac{a�: i{ 7 l_'-_�y) w,� {L 5t....��-..'_�.i.- _._,.__,. 1..-___.w._..t..-_... .. `JUPPLY & MANUFACTURING W tr LF � �, � i t 7 s t .t 3y r�-�f`°7 t,Vf{,i4 '�g��} ''3�I ��1f 3'*': t. ie``: +ro r"yyy`.1l h fii {. ` Y •{Vkk`x , J3.= i imp 4`\ r ^ � '�' S•_7 ... �... s l .A'Y3f.„.,l t �w.._.•! "_ /,i,ti i A1�Tt„si� �..�I .} .Y t'_�2 J 7 � et,*..t t;S t, ��d.f�.�Iryt 4 FLORIDA PRODUCT APPROVAL NO. '1155'!.2 R” Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTI1, 7/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application, Panel Material/Standards: Material: Minimum 0.028" Aluminum conforming to Florida Building Code 2014 Section 1507.43. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: -3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply fa"-5/16" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake.Type A %" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum"/3 2" 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 2014. Design Uplift Pressures: Table"A" Panel.Assenlbly', A. ' Bl Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf Panel Slat Fastener.Spacing. 5?/16` O:C. ; 5'3h6' 0.C. Sealant on Male Rib NOT USED USED *Design Pfessure'inciddes a Safety Factor,=2,0. FL#11651.2 R2•JUNE 15,2015 p V.•,, 'f !ham V 'i , JY''- t i __[� i � -. . ty._„ `,, t SUPPLY & MANUFACTURiNG ; d l, t LF, -- �.'l {L'_ � efi �Sd1,i_. 13 k" 1 t C ter Ltf{jj -- p t FLORIDA-PRODUCT APPROVAL 1[tii0, 19f5.1 2 .R2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 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. UL 580-941 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST 5328) Report No. 117-0337T 10 Dated 03107/2011 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 1897-04 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 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. 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. FL# 11651.2 R2•JUNE 15,2015 71=51AI 011 i 11111r f ' __ _--_:_.i �,I '•..a t_ !'F?S�Itl S.=.".EkvS.�:.__�_.�..,..a-,_..__:.-:'�..__-_-, { �j:.;,_.a. f.�'2,_'�.�.{�..+��t?..3��i.�3, _n�^..._,.._..., k ...il_�_ �..-,o'__ _ -__ .._'-__ , _._.__'. _ ___ __ ____ __ _.. GU-/If SUPPLY & MAN 1)FACT URING a:+ - , 77 °V , ��a I FtLOR{DYA PR"OD.U`C�T APPR=OVAL '�O: 9,1651 2 R2 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. 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. FL#11651.2 R2•JUNE 15,2015 e:. i2 Y 1 .. (((' .}•3' hs is )(' 7 I [Jy L'Yi i ..," 1sn "aC' .3'��3x t at +f,`1j f•ui. l�..t.`!�-C3h�' �.- 1 � �! ( {P T{ 1 � '�^.�„'•`?'. '� '-=. .�r dd F ° t v GUAlf SUPPLY a M NUFACTURIN4 z5 + - t _ c .� (.� .��,t.''.•-x.71 { S`£+r s t tiVk *i t r Kf .. FLC R.IDA PRODUCT APPROVAL WO. 11551.2-82 w. _ ENGINEER LOAD TABLE: 0.,032" Aluminum GuIfLokTM 16"Wide Roof Panel over 15132"Plywood Buildings having a'Roof Mean-Height s 20'-0";;Roof Slope:2"/12"'- 12'712"'Gable or Hip'Roof;Wind'Speeds;720= 1801r1ph;Exposure(;.'Risk Category11,'Enclosed Building, based on Florida-Building Code 2014: WiIND FASTENER 120 130 140 150 160 170 180(MIN.114" SUBSTRATE SPEED 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 T #10 12x1.". CDX Assembly A Assembly-A -Assembly A Assembly A Assembly A :Assembly A Assembly A" PLYWOOD . , ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B ZONE"3 #1CDX 0-12xi" Assembly A Assembly B Assembly B Assembly B Assembly B. Assembly B Assemb,3y 8 PLYWOC)D . . 1.)PANEL DESCRIPTION:GULFLOKTM, MIN. 0.028"ALUMINUM,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM, 2.)PANEL FASTENER:THROUGH PANEL SLOT; (1)#10-12X1"PANCAKE TYPE A, old" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 51/s"O.C.;ASSEMBLY B:116.0 PSF PANEL FASTENERS AT S!s"O.C. WITH ala"-5h6" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4,)PLYWOOD DECKING: MIN. %2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 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 ,,ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3—.•, 40°l0 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. RIDGE 'r ASSEMBLY A •_i -16" COVERAGE ZONE 1 T SAVE ZONE 2 GABLE ROOF a. —(1)#10-12 X 1"TYPE A PANCAKE— / 7=7— ------- 'a SPACING:SEE UPLIFT TABLE RIDGE ASSEMBLY B 1/4"-5116"DIAMETER BEAD OF TITEBOND SEALANT ZONE 1 — �(1) #�10-12X�l"TYPE A PANCAKE '. SPACING: SEE UPLIFT TABLE ''• ZONE 3 EAVE FL# 11651.2 R2•JUNE 15,2015 _ LN :it).c}ez_. t t f.._..f..