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Home My WebLink AboutPROJECT INFORMATION-r ® . e PRODUCT e . . 01VA GUIX&M SUPPLY & MANUFACTURING G U L F ® ITM GULFRIBTM FLORIDAPRODUCTAPPROVAL NO 11651.22 iy 3 ST LUCIE COUNTY BUILDING DIVISIO Product Evaluation Report : t.'"• REVIEWED GULF COAST SUPPLY & MANUFACTURING, L C FOR COMPLI REVIEW Y DATE V&4 26 Ga. GulfRib"m Roof Panel over 95132" Ply PLANS AND PE MIT ood MUST BE AND O JOB OR NO INSPECTION WI .L BE MADE Florida Product Approval #11651.22 R�HESEP(ANS Florida Building Code 2017 AN' ALL PROPOSED }A,,Qrlr Per Rule 61 G20-3 ARESU�JEC?'TO REQUIRED eY ANY CC ;MECIVN Method: 1 —D INRepscrORS 1f a ' NIYVEpIECESSzYIN C*M TO y g o ry, Roofing COrY1�Ly Cate WITHAL APPLICA22 CODS ! . Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)�� <N OR NON HVHZ ATTACHMENTS ARE THE ROPONSISIM OF THE Product Manufacturer: CONTRACTOR OF RECORD Gulf Coast Supply & Manufacturing, LLC. IE� Sf 14429 SW 2nd Place, Suite G30 ``%%N h,�, Newberry, FL 32669 �P-- GEN•'••VY 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 * = No. 75519 _ STATE OF00. : Q; A�� 0 R 10 P' • ��•� ' S� �' `"/ANAL EN0\``�• I# I I I i 11,10/05/201 j Rl 651.22 R3 - OCTOBER 5, 2017F copv"if aA Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 111651.22 R3 • OCTOBER 5. 2017 :�oGullC®ast ® SUPPLY & MANUFACTURING 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 75/32" 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" Ma irnumTotaiUplif�t�®estgn Pressure 9Z�S psf,u 1592v5psf Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5 "-6.5" fit' Ft 'K's. Design Pressure includes a Safety Factor = 2.0. Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalence: Quality Assurance Entity: G C"oLwa s"'- t SUPPLY & MANUFACTURING The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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. 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: 10743) 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. 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# 111651.22 R3 • OCTOBER 5, 2017 FLORIDA PRODUCT APPROVAL G6ilCo�*�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. FL# 1ll651.22 R3 • OCTOBER 5, 2017 G u" If Coan Kt SUPPLY & MANUFACTURING EN INEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Boil nigs;having a Roof Mean Height < 20 0'; Ragf,Slope 2'%12 F 1;2 /i2 Gabletior Hip Roof VUnd Speeds�12Q 180 h, Ex osure C, Risk Cate o ►i; Enclosed'Bui►din based on F►dnda Bui(dln Code 2017 P p rY" g 9;. g 120 130 140 150 160 170 180 W FASTENER SUBSTRATE SPEED iND ED (MIN. 1/4" penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER i SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZO E;1•; ` #9-15x1 5'", Plyvuaod 24 TYPE 1 24" TYPE 1` 24' TYPt 1 24 TfYPE 1 ° r 24 TYPE11 >24 TYP,E 1{ 24 TYPE;T. 1 ZO E 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 ZO 3 #9-15x1 5" -: Plywood '24 TYPE 1' 24 TYPE"1t 24 TYPE 1 F 7'2 'TYPE 2 5L »12 2 Y C % 12 TYPE;2' f �� } `a12,`TFYPE i,;. IE vTYPE 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) P�NEL 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 @1 2" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) P OOD 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 11AD 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 a Note: Dimension (a) is defined as 10% of the minimum width of the building or ------------- ZONE 3 ' �1 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 feet. \ / TYPE 1 FASTENER PATTERN \\ \ RIDGE \ \------- �9�91. 9�9 \� \--------� ` At Panel Lap ZONE 1 \\ \ I L Cont. Tape Seat far use on Slopes less than 3A2 (1) #945 x 1-1/2° w/Sealer Washer @ 24° O.C. Max. ------------------\ 7'LK GABLE ROOF TaT — �————--——————— — — — — — a I — RIDGE I I ----- —------------; a ---------------------F a I ZONE 1 `1r_1_ZONE3 SAVE FL# 111651.22 R3 • OCTOBER 5. 2017 TYPE 2 FASTENER PATTERN Cont. Tape Seal for use on Slopes, less than 3:1 �#9.15 x 1.1/2' w/Sealer Washer @ 12' O.C. Max.