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Home My WebLink AboutPROJECT INFORMATIONTM Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, 26 Ga. GulfR®bTm Roof Panel over 15132" Florida Product Approval #11651.22 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. GulfCst SUPPLY & MANUFACTURING C ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI 9 WE 8 DATE Zo PLANS AN E IT MUST BE KEPT ON OB OR NO INSPECTION WI L BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AWI CORRECTIONS t REQUIRED RY FiEW i 6KC 70PIS THAT "Y QS NECESUVIN ORDER TO a COMPLY WITH 4 APPLICASU CODES, SCA ID By -st: Lucie countV 14429 SW 2nd Place, Suite G30 .%%`'`11181j''1� Newberry, FL 32669 % %`pPN, EN•, % 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 FL# Ill651.22 R3 ® OCTOBER 5, 2017 *. ; No. 75519 _ -o : - :� : STATEoF ' �F�i �� O R I D P• ��,.� S+'•• 'GN t'zo/0201 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISILr Y OF THE CONTRACTOR OF RECORD kRID ®, APPROVAL Gull Cast SUPPLY & MANUFACTURING TM mpliance Statement: duct Description: nel Material/Standards: nel Dimension(s): nel Fastener: bstrate Description: sign Uplift Pressures: FL# I h 651.22 R3 • OCTOBER 5, 2017 The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibTM, 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 Minimum 15/3z" 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" xMax rnum TotalUp1Ift,DsignPres e '925 psf 5 25 psf' Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" Fast her Pat rm Sppa�c ng X�,� Design Pressure includes a Safety Factor = 2.0. W GuIfC®ast SUPPLY & MANUFACTURING 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 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for.Uplift Resistance of Roof Assemblies • UL 1897-12 - 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) 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 1897-12 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 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. 11651.22 R3 • OCTOBER 5, 2017 FLORIDA , , .... , . GullCo�* t SUPPLY & MANUFACTURING TM 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 GuIfCda'st SUPPLY & MANUFACTURING ENGIOEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buildi s (avm" a Roof.'Nlean Her hts 20' 0 ,`Roo# Sloe 2 %12'y`" g;.r' '•<T 9 E' P 12 %12 4 Gable`o HIS"`R�dof llU,ind y rr�>y pia Igw ,., w r, a : of 180m C;RtskCategory�E,ncloSedButld+ng�basednFlonda Bul(�IngCoe(e2fi17s�'��;r, nh,,l=xposure 120 130 140 150. 160 170 180 WID FASTENER SUBSTRATE SPED (MIN. 1/4" penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING , I, ZON 1 t :* #9 15x1 5 _•� .{ J Plyvv`pocl? .( t 4 �Yrff'J"`Ftbm ' 24y TYPE 1 .',�u& Z . Y��, ..: 24 hTYPE 1 'fL2�df3:A''f'w 24 TYPEsa1 �sSPACING �&$`vri"A Ji/''Mi 24 I YPE yf AW+. 3 !`' l 'Y 224 TYPEf 1 1� ,-'.. •4 4aj,"'�'fi 246 ta71'PE 19� Nk' p/N TYtP�E ; F 1 24 � 1 « ZON 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 it , ZON 3 '! r , #9 15x1 5 - ✓" ;, r PlyvirQodf* a �„4,. 1 h�:.-7�.fYew`,t 24r TYPE 7 TY„PaE 2 12 2* 12 , Tb1 PEX 12 R4,1ft'7YPVTS 724, `TYPE C'72+� ,TYPE �'.' yT�YPE�2, :...., .,!. 3�i"�"rw� _.�, _','.",",'k�,z£'+�m.,.✓`4a''+'�.'"'':.. 1.) PA� EL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PA, EL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) M iXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @I12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PL';WOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) RCIOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE' 017. HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or zoNE z ZONE 3 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be ----------------- — a less than either4% of the minimum width of the building or 3 feet. \ / /1 TYPE 1 FASTENER PATTERN \ / I RIDGE // // l 9 9 9 9" \\ \--------� // i � � I tPanelLap -\ \ I ZONE 1 \ \ \\ I 41) Coni. TapeSeal far use on Slopes less than 3:12 \ N #9-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max. //-----------------\\ TYPE 2 FASTENER PATTERN ZONE 2 GABLE ROOF a I T.T �(--6.5"—{ 2.5" {---6.5"—( 2.5"6.5"�2.5"-{-6.5'- 1 —a I RIDGE L Cont. Tape Seal for use on Slopes less than -- I (1) #9-15 x 1.1/2° w/Sealer Washer @ 12. O.C. Max. -I', \—/--------- a ---------- ----------- 4a I ZONE 1 -------------------- -"-ZONE 3 HEAVE 11651.22 R3 • OCTOBER 5, 2017