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HomeMy WebLinkAboutEVALUATION REPORTgsg (3UIf SUPPLY & MANUFACTURING Product Evaluation Repoft GULP COAST SUPPLE/ & MANUFACTURING, LLC. 26 GaE d V 01nwp Roo £.+ai7 of `Sw ve 3 N32 L^" fIna 'b a Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: fetal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ BY t. Lud+e Goofy Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 �►►►o�i���er Newberry, FL 32669 P�1,�� ;• Engineer Evaluator: Dan Kuhn, PE. #75519 Florida Evaluation ANE ID: 10743 may, Validator: Loclk 'yo%rvd-_Q '3 E. "t3r4' -0, 4 9450 Alysbury Place Montgomery, AL 36117 Contents: FL# 111651.13 R3 o OCTOBER 5, 2017 q,,.� e a• No. 75519 STATE OF : Q &'•• ... .•'�� Hance Statement: Description: Panel Material/Standards: I I i i Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: 11651.13 R3 •OCTOBER 5, 2017 Ulf d � Y" F "xf � .: x, r n f.;; •^ SUPPLY & NIANUFlACTL`RiNG The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/32" plywood decking. Non Structural application. I - 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: 80.0 ksi 'Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib #9-15x1.5" with sealing washing in the flat of the panel 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 designed in accordance w/ Florida Building Code 2017. Table "A" Maximum To tal Upltf l7eslgn Pressciie 94 2�5 psf ' f al, psf„ Fastener Pattern 12"-12" 9.5"-2"-9.5" r4 FaSpacmg Design Pressure includes a Safety Factor = 2.0. UUN SUPPLY & MANUFACTURING de Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. aluation 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. rformance 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. Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0053T-05 & 11 7-0331T-08 2. Certificate of Independence By Dan Kuhn, Q.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) 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 iri 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. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#111651.13 R3 •OCTOBER 5, 2017 in � .d' �'�-'� x �• M'"�`ems -%,kv,,��c� II �m z w SUPPLY Pv Ilf +A#UFACi'un'#i1Ci Procedure: For roofs within the parameters listed on the load table, tastening 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# I11651.13 R3 o OCTOBER 5, 2017 SUPPLY & MANUFACTURING ENGI EER LOAD TABLE: 26 Ga. 5VCrirnp Roof Panel over 15132" Plywood Bulldl{ gs'having a Root iVleatl Helght <20' 0` ,„I�aaffSlope Z'r112" 12 '112" Gable a'r HIp,Roaf,lNlntl Speeds �1SS�tn �h `Exposure C,'RisC Catego II;,Enclosed di dig, based on Florida Billding Code 2017 f_ . 120. 130 140 150 160 170 180 WII FASTENER SUBSTRATE SPEED ,D (MIN. Penetration) (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING Z�a e ZON 1 - #� 15X1 5'` Plywood' 6, TYPE 7 16" TsYPE 1 16 TYPE 1 1fi TYPE 1 . .r 16 , 7YE 1 16 TYPE i 16 TYPE i ZON 2 #9-15xl.5" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 ZON # 3 #9 15X1 5" Piy,n,flod 1fi "TYPE 1 u is TYPE tr 16 TYPE 1 ;1b TYPE 1 16 TYPE 1 16" TYPE -2 16 TYPE 2 '`. 1.) PM EL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.) PA EL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/'MIN. �/4" PENETRATION. 3.) M IMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF @ 6" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PV"OOD DECKING: MIN. 15/32" 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.) L0 D TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 1 2017. ZONE2 RIP ROOF ZONE3 Note: Dimension (a) is defined as 10% of the minimum width of the building or �t fa 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. RIDGE I ZONE 1 ti I, � 1 � EAVE ZON `E 2 GABLE ROOF —-�----------------- � I �a E /- RIDGE I ---------------------4- I ZONE 1 � 1 `),ZONE3 "EAVE 1651.13 R3 o OCTOBER 5, 2017 TYPE FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer 1211 1211 1 At Panel Lap ::�-/ i TYPE 2 FASTENER PATTERN �(1) #9-15 x 1-1/2" HWH w/Sealing Washer 211-or-� 9.51I-9.51I�2111 FL#I, J x- Gulf SUPPLY & Ir ANUFACIURING TYPE 1 FASTENER PATTERN (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 12" 12" At Panel Lap TYPE 2 FASTENER PATTERN (1) #9-15 x 1-1 /2" HWH w/Sealing Washer � 211 9.511 ll9.5" �2" 1 1651.13 R3 e OCTOBER 5, 2017 ��eltllll�rir oo` o1EL S y, .. *, : No, 75519 STATE OF is.0 o • . �S'