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Home My WebLink AboutPROJECT INFORMATIONi i iKIDA;PRODUCT APPROV�A,U� GuIX6aft 1 SUPPLY & MANUFACTURING BY Product Evaluation Report St. Ludecono/ GULF COAST SUPPLY & MANUFACTURING, LLC • 26 Ga. GulfRibTm Roof Panel over 7 Florida Product Approval #11651 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D 7-REViEwE :]DdIVIT7 PLANS AND P MUST BE KEPT O MIT NO INSPECTION `1OB °I� d1/ILL gE MADE Category: Roofing . THESE PLANS AND ALL PROPOSED IVQNI( Subcategory: Metal Roofing - SUSJEC'P TO ANY CO¢+RGCTIOda Compliance Method: 61 G20-3.005(1 CLUIRED BY r'ju I,�,t6pL.-C" t NON HVHZ WAY BE NECESSARY IN ORDER =OT T COMPLY ALL Product Manufacturer: PL1OArCOD1;5.., Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 •``NOEL Sl Newberry,FL 32669 '' .y Al" 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 L� • •'L No. 75599 = STATE OF00, .' Q s' 01VA t I NG0/0s/20z CONCOI,EO FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD OCTOBERPy r%n11i--r 1:11A 1 11 AT1r%IU oC'Inr%wT r in ,m TM Compliance Statement: Product Description Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 111651.22 R3 •OCTOBER 5, 2017 G61s®ast SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibT"" 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" 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: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. #9-15x1.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum75/32" 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" � ;ra3 "e�"#hF S �, Y ,�+..xY� Se^'rv. a +�a,}z,. ,sfX}•'li Max+rnum&TafalUp14#,tMDes+gn;Press�ure692w5psfi B "x" "it4 :, 1159,25 pb`W �" f�i� 1. • sf ,tt r Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5 "-6.5" Fas ever Pattern Spac+ng r2- Llablan Design Pressure includes a Safety Factor = 2.0. '000 FILO • , , , .... GUIX666 SUPPLY & MANUFACTURING TI GULFD FLORIDA PRODUCT APPROVALNO651.22 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, 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 2017, as relates to Rule 61G20,3. Performance Standards: The 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. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 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 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(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 Section 1507.4.2 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. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. 1651.22 R3 • OCTOBER 5, 2017 G61i'CWozR-`-t SUPPLY & MANUFACTURING Roof Panel Fire Classification: 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. 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. 1651.22 R3 •OCTOBER 5, 2017 GuIfCoan t SUPPLY & MANUFACTURING ENG SNEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood �Bu,if ings having4 Roaf Mean°Height s20 0 ,Roof Slope 2'-112 12,/12' Gable oar Hip Roof, Wind Speeds 120 180 ; ph,'Exposure,C, Risk CategoryII;. Ehdose Building, based on.Flonda Building"Code 1 120 130 140 150 160 170 180 WI ND 1(MIN. FASTENER SUBSTRATE SP 1/4" penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER iIED SPACING SPACING SPACING SPACING SPACING SPACING SPACING ''ZONE. 1 #9-15x1 5": P.lywbod :24 TYPE 1 24' TYPE 1, 24' ,,TYPE 1 24 E 9 YPE `1 24 ;TYPE 1'r' < 24 TYPE 1 24" TYPE 1 s -.. ZONE II 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONE 3 #9,15x1 5` Plywood 24 'TYPE 1 24'' TYPE 1 24 TYPEy1 t' X. TYPE 2 12xwTYPE 2;- 12 rT-y 2 t 72 ,TYPE1, ,' r 1.) P DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. i'NEL 2.) P 'NEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) R, XIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF Q 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) P YWOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) R OF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) L 1AD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING COD 2017. ZONE 2 HIP ROOF Note: Dimension (a) is defined as 10% of the minimum width of the building or ZONE 3 a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be J----------------- �I`a less than either 4% of the minimum width of the building or 3 feet. [I'/ TYPE 1 FASTENER PATTERN RIDGE 9.P \At Panel La/--------- / ZONE 1 \ \ I L Cont. Tape Seal for use on Slopes less than 3:12 (1) #9-15 x 1-1/2° w/Sealer Washer Q 24' O.C. Max. ------------------� ZONE Z GABLE ROOF Ta� —�--- ----------— — — - II RIDGE ---II a -- ------------a ---------------------I a I I ZONE 1 ------------------- I '4--ZONE3 HEAVE 11651.22 R3 • OCTOBER 5, 2017 TYPE 2 FASTENER PATTERN Cant. Tape Seal for use on Slopes less than #.9-15 x 1.1/2' w/Sealer Washer Q 12' O.C. Max.