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Home My WebLink AboutProduct Approval -*1001 Coe�11-t Gu 'FLORIDA �P' 71 SUPPLY & MANUFACTURING 5 V 26 GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 111651.13 R2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 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. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 %`'��11EL S� %f''� F Engineer Evaluator: No, 755,9 Dan Kuhn, P.E. #75519 - Florida Evaluation ANE ID: 10743 =-o= •- STATE of ,.�Q: - O • ,c P Validator: ',`�S'S.j' OR � 'G��; Locke Bowden, P.E. #49704 �''t,0NAL 0'%1% ` 9450 Alysbury Place o6 poi t 01 Montgomery, AL 36117 �3 5 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R2•JUNE 15,2015 ® s s ® s 1 BOCA RATON, • 1 d . . ® , ' . ® . GuIfCm st SUPPLY & MANUFACTURING 5 V J 26 GA. • • ROOF PANEL OVER • • TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, 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 1897-04- 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. 117-0053T-05 & 117-0331 T-08 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 1897-04 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. 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#11651.13 R2•JUNE 15,2015 PRO D ® KUHN ENGINEERING, LLC 1 BOCARATON, • • #30464 SUPPLY & MANUFACTURING FtQ',R1]D Al P%0T)-UCT--'- ,P,P' -,-O,"V GuIiCo!'� -_J • GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL INIG. 11651.13 R2 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 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. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/a" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, A" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: 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 2014. Design Uplift Pressures: Table "A" Maxirrum`Tofal Uplift Design Pressure `-`94 25'psf -� 1`3'1.0 os,-fl- 'J" Fastener Pattern 12"-12" 9.5"-2"-9.5" Tastener,Pattern Spacing "` 16 16" O Ci Design Pressure includes a Safety Factor= 2.0. FL#11651.13 R2•JUNE 15,2015 REP BOCA, ' • • iCOA#30464 ® , e GuliCo k SUPPLY & MANUFACTURING IN"lj,;, I D j .5 V(Z 5VCRIMP ROOF PANELOVER • • FLORIDA PRODUCT APPROVAL IYA IJO. 11651.13 F1: TM ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Buildings`I aving'a Roof-Mean.Height_<-2'0' 0";;Roof Slope ''2 V1 Z ' -42 :/12-`Gabie or.Hip Roof;-Wlrid,Speeds'1.20 -180mph _Exposure,•C, Risk.Category-11,-Enclosed Building; based,on Florida,-Building Code 2014:, . 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE-1 #9-15x1 5" . .' PlyVliood, 16;TYPE 1 16"TYPE 1_ 16"TYPE 1' "16'.'TYPE'1 "16"`TYPE 1 16"`TYPE 1 16 .Tl(PE 1 ZONE 2 #9-15X1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 . 16"TYPE'1� "16"TYPE 1 16"TYPE 1` "16"TYPE 1 16"TYPE .: ZONE 3 #9-15x1.5" Plywood,' 16 TYPE 1 E 2 16'-TYPE 2„ 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 11/4" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSFQ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.15/n" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 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 2014 ZONE 2 HIP ROOF ZONE 3 Note:Dimension(a)is defined as 10% of the minimum width of the building or a 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 TYPE 1 FASTENER PATTERN ' -- (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 -12" 12" —EAVE At Panel Lap—,/ ZONE 2 GABLE ROOF a I lz—-j— ----------------- -I- <11 --------------I �a TYPE 2 FASTENER PATTERN RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer ------------= --------------------- a .� 2"-r9.511 ;�9.5"—�2"1 I ZONE 1 I I \\ZONE 3 SAVE FL#11651.13 R2•JUNE 15,2015 ®ZM= VA L GuIiCo!'�t SUPPLY & MANUFACTURING 5V • GA. 5VCRIMP ROOF PANEL OVER • • CT FLORIDA PRODU APPROVAIL NO. 11651.13 R2 TM 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 2014 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#11651.13 R2•JUNE 15,2015 . ODUCT e ® . . KUHN ENGINE,ERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON,FL33498 - FL COA#-)0464 Planning& Development Services Building&Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# i,_l r � �• - - -� , licensed as a(n)Contractor*/Engineer/Architect (Please print name&circle license type) *FS468 Building Inspector *General,Building,Residential or Roofing Contractor or any individual certified under 468 F.S.to make such an inspection. on or about 1--..tA%A oo , 1 did personally inspect the roof deck nailiniy (Date) 1 _ t work at: �� 6 ? d L — 1 — (Job site address) Based upon that examination 1 have determined the installation was done according to the current edition of the Florida Existing Building Code Section 61.1 or the product approval submitted (whichever is trigent). C Ct Signature and Seal License# STATE OF FLORI COUNTY OF n o and subs ed before meth is--'� Y —�' 20. C who i ersonally know`3r to ne or who has produced as identi Notary Public,State of Florida Signature of Notary: Commission Number: ANGELA M HUFF Notar y public-State En 01f19f2011 .N9h +aPhc Commission#F of Florida �tMy Comm F 234730 "",� BO My May 27,20yg ndedthrau gh National Notary,Assn.