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Home My WebLink AboutProduct Evaluation Report; Metal Roofing�\\\\\ �mxeta Product Evaluation Report GULF. COAST SUPPLY & MANUFACTURING, LLC. Aluminum GulfLokTM 16.:'"Joj#e Roof Panel over 15132--PIYWOqd Florida Product Approval #11051 .--292 Florida Building Code 2014 Per Rule 61 G20-3 . Method- 1 -D Category: Roofing Subcategory:.Wtal Roofing. Compliance - Method ' : 61 G20- I 3.005(l)(d) NON HVHZ Product Manufacturer: Gulf C.o.as% Supply ManufAclurinij,. LLC. % FLS 14429 SW Newber2nd PFL 32669lace, Suite G30 % .., *... E/v ry; Engineer Evaluator: Dan Kuhn, PE. Florida Evaluation ANE ID: 10743 Validator; Locke Bowden, P.E.449704 9450 Alysbury Place Montgomery, AL 36117 ,Contents: Evaluation Report Pages, 1 5 FL# 11651.2 RZ - JUNE 15, 2015 No. 75619 STATE OF :At, ORI % MA o,6 -3o 2-olS V, /-, Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GUIfLokTM, 7/a" 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 Mate_ Material: Minimum 0.028" Aluminum conforming to Florida Building Code 2014 _vial/Standards: Section 1507.4.3. 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: ��" Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply1l/4"-5/16" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1) #10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: 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 2014. Design Uplift Pressures: Table "A" Maximum Total Uplift Design_ Pressure. 152:5;psf 1116.6 on Male Rib I NOT USED USED FL# 11651.2 R2 • JUNE 15, 2015 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 580-94 / 1897-98 Uplift Test Force Engineering &:Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0337T 10 Dated 03/07/2011 2. 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. 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. Underlaynient: 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. FLO 11651.2 R2 • Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meetthose 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 6 Now: Ulmen5lon (c) 15 ueuncu a3 Iv,u v. a..a. .......... .. _..__.. -- _..— ------ 40% of the.mean height of the roof, whichever is smaller, however, (a) cannot be pia less than either 4% of the minimum width of the building or.3 feet. ASSEMBLY A 16 COVERAGE I R (1) #10-12 X 1" TYPE A PANCAKE-� SPACING: SEE UPLIFT TABLE ASSEMBLY B 1/4%5/16" DIAMETER BEAD OF TITEBOND SEALANT— �a H(1) #1012 X 1" TYPE A PANCAKE ---- SPACING: SEE UPLIFT TABLE A0 ,0 ,� Gu.lf SUPPLY & MANUFACTURING ENGINEER LOAD TABLE:0.032" Aluminum Gp[fLokTm 16" Wide Roof Panel over 15/32" Plywood Buildings had ing •af�oof fVl�an mi.1, `t`T"s 2�0' 0'; Lroof Slope k'/s1$�' 12' /12 ble or HIp Roof; Wincl�Spee11 f I2 w180mphgExposureyCRisk Categoryll, Endosetl�B,uilding,lasedonF)or'ida Balfdlny,wCotlet201°4.,' 120 130 140 150 160 170 ISO WIIND. FASTENER SUBSTRATE i (MIN. 1/4" (MIN. ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED Penetration) ) SPACING SPACING SPACING SPAGNG SPACING SPACING SPACING "5. dW %allCC33,y �,fw2tys .^X•tia #10-12x10Assembly A `AssemblyT+A Assembly Al Asssembly A Assembly A Assembly A ,Assembly A+ ZONE 2 #10-12x1" PLYCDX WOOD �yse.mbIj.A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B c ,iy .t" ku', n$p, it ,, ` `y�"�r '3�- :Y1=c&; '•'i'4`+° + `TR* �44,t1sar ,vy °.�.5;' ' C�r'ri;' Zl �... r . COX z Assembly A Assembly B� Assembly B� Assembly a Assembly B Assembly B As ...... e, 'ZONE 3 u#10=12x1 �PLY)IVOOD 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, Y4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT,PRESSURE: ASSEMBLY A: 52.5PSF PANEL FASTENERS AT 59is" O.C.; ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5W O.C. WITH 1/4"-Shc" ,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.15/3z" 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 YID DMi A ZONE 3- , i i \ RIDGE ! I � \\ 1 ZONE ! .'-LEavE cunc c GABLE ROOF / Ir r_----------' I RIDGE ZONE 1 i \-\ -- — — —— -----. ; EAVE FL# 11651.2 R2 • "... sm 1 •A'T I'n.