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Home My WebLink AboutPRODUCT APPROVALTIII OCAMNLU elfGULF Lude CM111 0a P R®D= gC P= hOUL • ®duct Evaluation Report SUPPLY &MANUFACTURING, LLG 29 Ga. GaeMR&T m Roof Pane§ over ?x4 Wood Purfins Florida Product Approval #11651.27 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Su category: Metal Roofing. Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coat Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 RECEIVE® JUN 04 2018 ST. Lucie county, PormMin9 Newberry, FL 32669 .,`'t`El S'''''� Engineer Evaluator: ian Kuhn, P.E. #75519 a Evaluation ANE ID: 10743 Validator: :e Bowden, P.E. #49704 9450 Alysbury Place ontgomery, AL 36117 Contents: , Evaluation Report Pages 1 - 5 FL# 11651.27 R3 • OCTOBER 5, 2017 NI . % % . /�- QP ..... , (/ "i do ' •�.�� ENSF ti2': * : No. 7551.9 STATE OF : Q: -o %s/0NAt EN 1' l' 10/05/2017 The Flori Gulf fast( Shin Non Mat Flori Pain Yiel( Cori 201' Widi Rib F #9-1 1 /4" lit maxi (24" desi GulfC.� -'�, -t` SUPPLY & MANUFACTURING roduct as described in this report has demonstrated compliance with the a Building Code 2017, Sections 1504.3.2, 1504.7. ibTM, 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage, through led roof panel over Minimum 1 x4 Wood Purlins over one layer of Asphalt les (optional) over minimum'/16"OSB or minimum"/3 2 " Plywood Decking. structural application. ,ial: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to a Building Code 2017 Section 1507.4.3. Finish Optional Strength: Min. 102.Oksi ision Resistance: Panel Material shall comply with Florida Building Code , Section 1507.4.3. ness: 0.0142" Minimum 1: 36" Coverage eight: 3/a" Major Rib at 9" O.C. ix1.5" HWH with sealing washing or approved equal minimum, penetration through plywood. lsion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 hum 1x4 No. 2 SYP wood purlins over maximum one layer of asphalt les (optional) over min. 7A6" OSB or min.15/32" thick over supports at um 24" O.C. The 1 x4 wood purlins shall be fastened to the wood rafters O.C. Max) with (2) 9 x 21/2" Deck Screws per rafter (Minimum 17/a" tration into wood rafter). Design of 1x4 wood purlins, OSB, plywood and plywood supports are outside the scope of this evaluation. Must be ned in accordance w/ Florida Building Code 2017. Table W Maxin Deslgr%Pressu�e 101 0 Ltm �otal'Upllft psf LLL Fastener Pattern 9"-9"-9"-9" LFasteerPattern Spangy 24"40 C ti r _<: ,; Design Pressure -includes a Safety Factor = 2:0. - Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.27 R3 9 OCTOBER TM Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: fat D D —07 Gulfco� �n pp SUPPLY & MANUFACTURING Thel product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. ThI product evaluation is limited to compliance with the structural wind load req,'uirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. 2. 3 product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. • FM 4471-1992, Section 4.4 Foot Traffic Resistance Test UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0407T 09, Dated 11/16/09 - FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0238T09E, Dated 07/21/2009 Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) ® Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1 I 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. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity. he manufacturer has established compliance of roof panel products in �Ccordance 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 2017, including in Manufacturers recommendations. For Section 1507.4.2 and accordance with I less than 3:12, lap sealant must be used in the panel side laps. Installation: install per. Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. FL# 11651.27 R3 • OCTOBER 5, 2017 TM Roof Panel Fire Classification: Fire cl Shear Diaphragm: Shear Design Procedure: For rc at a n the p, for ez using not b Hurric FL# 11651.27 R3 • OCTOBER 5, 2017 i G'40 ul` fCo SUPPLY & MANUFACTURING issification is not part of this acceptance. Diaphragm values are outside the scope of this report. ifs within the parameters listed on the load table, fastening pattern must inimum meet those listed for the applicable wind zone. For all roofs outside irameters listed on the load table, design wind loads shall be determined ch project in accordance with FBC 2017 Section 1609 or ASCE 7-10 allowable stress design. The maximum fastener spacing listed. herein shall exceeded. This evaluation report is not applicable in High Velocity ane Zone. Refer to current NOA or HVHZ evaluation report for use of this ct in High Velocity Hurricane Zone. Is N G u If C ��L SUPPLY & MANUFACTURING i ENGINEER LOAD TABLE 29 Ga.GulfRlb TM i Panel over 1x4 Wood Purlins ti, S Roof"MeanMel his 200'Roof^Slope 2'/� 2 12/12Gableor Htp.Roof; y� based o�_`�loridaFButldingFCode 2017` 170mp�i�Exposure C;�RIsk�Category �i�Enclosed�Bu�ddrng 4 ,�. 4 s� ,,,._ _ _ � a,,; �,_,;r�:�;�.��. 120 130 140 150 160 170 FASTENER WIIND SPEED (MIN.1/4" SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING h YE v .v r fl . s - -Gx ✓ yv .' b t,.,. t S„4.a.' f a :t#:. F 24�.� �-r'4w`at> S:: '-'� 3 �F3.,r..•• -.�-L t +f„4 ,; t ` �`''"��ZONEx� ��,� #9 15x1 5�� 4,• � 2 #9-15x1.5" 1x4 Wood 24" 24" 24" 24" 24" 24" ZONE Purlinws. �x0 E " 5, ,ni tir.r: ,�IT�s�..s� 24 3 -`�"'. -�'af .;-,. e7��'. e�-?.'.. 24�� t} 3 wPurlins, ,#915x1 *5, ,s x ♦ _ _ _. s. in. n� � r � .. 'R +iy.. 5 . a.... ..,.v Ni'�.0 i• a � . .. r .—•.x.. .. ... 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 29 GA., GRADE 102, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH EALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT P ESSURE: 101.0 PSF ® 24" O.C. FASTENER SPACING BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) SUBSTRATE: 1X4 WOOD PURLINS OVER MAX. ONE LAYER OF ASPHALT SHINGLES (OPTIONAL) OVER MIN. 7A6" OSB OR MIN. 15/32" THICK PLYWOOD. WOOD PURLINS ATTACHED IO WOOD RAFTER (24" O.C. MAX) WITH (2) 9 X 2'/2" DECK SCREWS WITH MIN. 1%" PENETRATION INTO WOOD RAFTERS. PURLINS, OSB AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN I3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES ALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 ZONE 3 1 I i --RIDGE ZONE \� I curvt [ GABLE ROOF Ia l I �\ __RIDGE I ' I �I I ZONE 1 r\ I 3 FL# 11651.27 R3 • OCTOBER Now: uimensiun ka/ Is uel ulcu — 1 V 7U — L— .1............ ... ........... 40% of the mean height of the roof, whicheveris smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. FASTENER PATTERN 1 x 4 Wood Purlins @ 2411 O.C. Attached to Wood Rafters w/(2) 9 x 2.5" Deck Screws @ Max. 24" O.C. 911 At Panel La ,.a L—(1) #9-15 x 1 A /2" w/Seater Washer Min. 7/1 G' OSB 91'-91'-9"-911 Fastener Pattern @ 2411 O.C. Max. (1) Layer of Asphalt Shingles (Optional)