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Home My WebLink AboutPRODUCT EVALUATION REPORTan EW, GUNCZ SUPPLY & MANUF Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTm Roof Panel over 15132" Plywood Florida Product Approval #11651.22 R3 Florida Building�Code 2017 Per Rule 61!G20-3 CONCEALED FASTENERS OR ATTACHMENTS Method: 11 —D ARE THE RESPONSIBILITY OF THE THESE PLANS AND ALL CONTRACTOR OR RECORD ARE SUBJECT TO ANY ( UIED BY FIELD Category: Roofing Mq BE NECESSARY INN Subcategory: Metal Roofing COMPLY WITH ALL APP Compliance Method: 61 G20-3.005(1)(d) NON HVHZ I Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place', Suite G30 `% %%111 S0'i' .� 1, Newberry, FL 32669 `,OP��GEN• k6x Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE' ID: 10743 /&3 'C9z/ Validator: ST. LUCIE COUNTY BUILDING DIVISION Locke Bowden, P.E. #49704 REVIEWED FORf� OM �u u�tL- 450 Alysbury Place REVIEW D BY T ' Pj Montgomery, AL 36117 DATE PLANS AND PERMIT MUST BE KEPT ON 30B SITE OR NO INSPECTION(S) WILL BE MADE Contents: FL# 11651.22 R3 • OCTOBER 5.2017 I X Evaluation Report Pages 1 — 5 No. 75519 STATE OF ;�Si • O R I D JS1Oi+,A�LNZC FILE CO RX a�t CTURING WORK iS THAT TO : CODES. 05/2017 r - �� 7 a .. � , ' k ._ .. �. • . �Y;;: - - -i �.� :.�.- — ^i�l- � � fir. ��'i ,r� l .x+,. ,pp .. -iv �/ .. ....+ti .._ "ia , .. '.+ . � 1 Compliance Statement: G61i'C"Woz �t SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 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., Panel Material/Standards: 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. Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R3 • OCTOBER 5. 2017 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 15/32" 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 desigri'ed in accordance w/ Florida Building Code 2017. Table "A" Maxirnurn�Total*kf6ttDesign 69 25fpsf '""1`59 25 psf � `�^, P°ressu"rep v Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" enerPatternSpacing"��j,24®Cx11s2�zC'N ,as ,. ;,,- Design Pressure includes a Safety Factor = 2.0. Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: G6iIC'Wozst SUPPLY & MANUFACTURING I The product describ Id herein has demonstrated compliance with the Florida Building Code, 2017, Sections 1504.3.2. The product evaluati on is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. 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. 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: 1.0743) 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. FL# 11651.22 R3 0 OCTOBER 5, 2017 .' 0�0 a'. N.W., X -. 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. FL# 11651.22 R3 9 OCTOBER 5. 2017 rW Z2awmlx.- ENGINEER LOAD TABLE: 26 Ga. GulfRib7m Panel over 15/32" Plywood Buildings having `a Roof Mean,Helght < ZO 0' RoofSlope 2'"%z1�2 'r12' /12 Gabl"6) iprRoofRV.V d Spe'eds1A2@V.r,, , 180mph;`Exposlare C; Risk Category II, EricI ' d Bu1,1!lltling basedion Flor'Ida Bu Iding 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACINGtz SPACING SPACING =: ZONE 1, 49=15x1l5 r `24 'TYPE 1 '�24' TYPE T�j 24 TYPE�1 34 TYPyE 1' r' 24 TYPE 1 ' pSpPACING SiYS M i4i�rif �t of 241 A TYPE1g1 M,�'a -� [ 24v &YPEA;Z - - •- . „Plyvvood 4 .*.: -- -, ,.: , ,,,Y :..._- f. ,-..:Si ,.;�'a ., � _:7 ,� .,., ...;.i ,. ..c;-�.1 �. ,aI„'if,..d... ,. t:�:..a c..x� ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 2y4", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 .. -. 3 +yw di k 3,n .::rvl y a2di fj ;y t '� 5�r�l'- :,+i':?.3t i�2� ZONE,3. #9 15x1 5 I" _ Plywood f34r T�YREA V34"RTYPEZV,424 TYPPEn1� 12," e1�2�� E�2� 1�2��hc�TI�P�E 1 TIYPE±2� 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF ® 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.) PLYWOOD DECKING: MIN. 1-1/3z" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. uio onne IlcuNE z -- - --- -- ZONE 3 T— '-----------------> \\ I \ RIDGE I ` I ZONE \\ \\\ I -----\ Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be =�a less than either 4% of the minimum width of the building or 3 feet. TYPE FASTENER PATTERN ZONE Z GABLE ROOF — �—----------------- is I I I I RIDGE ----- — — _ 4----------------------a I ZONE 1 I I -I-----------------------� '`-ZONE 3 -LAW FL# 11651.22 R3 • OCTOBER 5. 2017 At Cont: Tape Seal for use on Slopes less than #9.15 x 1-1/2' w/Sealer Washer Q 24' O.C. Max. TYPE 2 FASTENER PATTERN - Cant: Tape Seal for use on Sk #9-15 x 1-1/2' w/Sealer Washer Q 12' O.C. Max.