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HomeMy WebLinkAboutProduct Approval 8/13/2015 Florida Building Code Online FLORIDA DOPARTM11W 09 � . • 'Profes-slooll 1 _ ".. Florida Depaamentof BCIS Home I Log In I user Registration I Not Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links I Search Busines Professi I � USER:Product Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. v Validation Checklist- Hardcopy Received Certificate of Independence FL7271 R3 COI CertificateIndeoendence.pdf Referenced Standarda d Year(of Standard) Standard Year f��r� ASTM E1592 2001 ((( FM 4470 1992 UL 1897 1998 UL 1897 2004 UL 580 1994 l UL 580 2006 4uivalence,of Product Standards Certified-@y ^'_---- Florida Licensed Professional Engineer or Architect FL7271 R3 Equiv TestEouivalent 7271 UL.odf FL7271 R3 Equiv TestEquivalent C1999 19.pdf https://www.floridabuilding.org/pr/pr app U.aspx?param=wGEVXQwtDgvtEeYwOBE10YS5GItK5ln7%2bUp/o2b94hGkhlk%3d 114 8/13/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/13/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2" Corrugated Panel Min 26 ga., 24"wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva I uationRe nortC1999 9.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-129.25 Evaluation Reports Other: Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE Eva IuationReoortC1999 9.odf o.c. over 19/32"thick plywood Created by Independent Third Party: Yes 7271.2 5V Min 26 ga., 24" wide through fastened panel over 15/32" 7271.2 ry thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva]uationReportC1999 10.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-66.3 Evaluation Reports Other: Uplift load of 66.3 psf @ fastener spacing of 12" o.c. FL7271 R3 AE Eva I uationReoortC1999 10.odf Created by Independent Third Party: Yes 7271.3 5V Min 29 ga., 24" wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva luationReoortC1999 11.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva luationReportC1999 11.pdf Created by Independent Third Party: Yes 7271.4 5V Min 26 ga., 24" wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 12.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-120.9 Evaluation Reports Other: Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE Eva IuationReoortC1999 12.odf o.c. for Fastener Pattern 1. Uplift load of 85.8 psf @ fastener Created by Independent Third Party: Yes spacing of 24" o.c. and 113.1 psf @ fastener spacing of 12" o.c. for Fastener Pattern 2. 7271.5 5V Min 26 ga., 24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva I uationReoortC1999 13.)d Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-150 Evaluation Reports Other: Uplift load of 150 psf in 19/32"thick plywood for FL7271 R3 AE Eva I uationReoortC1999 13.odf Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB&15/32"&thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 14.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 https:/Avww.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvtEeYwOBE10YS5GItK5ln7%2bU%2b94hGkhlk%3d 214 8/13/2015 Florida Building Code Online Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-112.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 6" o.c. FL7271 R3 AE Eva IuationReoortC1999 14.odf and uplift load of 112.5 psf @ fastener spacing of 6" o.c, with Created by Independent Third Party: Yes structural sealant. 7271.7 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32"& 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 15.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other: Uplift load of 59.4 psf @ fastener spacing of 6" o.c. FL7271 R3 AE Eva I uationReportC1999 15.odf in 15/32" plywood. Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes of 6"o.c. with structural sealant in 15/32" plywood. Uplift load of 107.9 psf @ fastener spacing of 4"o.c. with structural sealant in 19/32" plywood. 7271.8 MasterRib Min 26 ga., 36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 16.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.3 Evaluation Reports Other: Uplift load of 61.8 psf @ fastener spacing of 30" o.c. FL7271 R3 AE Eva IuationReoortC1999 16.odf and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party: Yes 7271.9 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 17.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-113.1 Evaluation Reports Other: Uplift load of 45.0 psf @ fastener spacing of 24" o.c. FL7271 R3 AE Eva]uationReoortC1999 17.odf &113.1 psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes 7271.10 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReoortC1999 18.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva I uationReoortC1999 18.odf Created by Independent Third Party: Yes 7271.11 MasterRib Min 29 ga., 36" wide through fastened panel over nom. 1"x 4"furring and 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 19.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114 Evaluation Reports Other: Uplift load of 71 psf for Fastener Pattern 1 &114 psf FL7271 R3 AE Eva IuationReoortC1999 19.odf for Fastener Pattern 2 Created by Independent Third Party: Yes 7271.12 ML200 Min 24 ga., max 16" wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva I uationReportC1999 20.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c. and FL7271 R3 AE EvaluationReoortC1999 20.odf 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party: Yes 7271.13 PBR Min 26 ga., 36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReportC1999 21.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva IuationReportC1999 21.pdf hfpsJAvww.floridabuilding.org/pr/pr app df.aspx?param=wGEVXQwtDgvtEeYwG6EIOYS5GItK5ln7%2bU%2b94hGkhlk%3d 314 8/13/2015 Florida Building Code Online Created by Independent Third Party: Yes 7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Eva IuationReportC1999 22.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 63.5 psf @ clip spacing of 36"o.c. and FL7271 R3 AE Eva I uationReoortC1999 22.Ddf 86.0 psf @ clip spacing of 12"D.C. Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®® eChcak secvn https://www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgvtEeYwO6EI0YS5GItK5ln7g/o2bU`/`2bg4hGkhlk`/gad 4/4 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA..5V PANEL' FLORIDA PRODUCT APPROVAL FL 7271.4-R2 i ROOFING METAL ROOFING Prepared For: t Union Corrugating Company 1 P.O.Box 229 FayetleviRt,NC 28342 Telephone: (910)483-0479 Fam (91.0)483-8897 � Piepared$y: i Bala Socicaliugam,PILD.,P.E, j Florida Profeaslonal Lnoneer#62244 1216 N Lansing Ave,Suite C Tuba,OK 74106 Telephone: (918)492-5992 FAX: (SG6)366-1543 t ' I This report consists of Evalu2tion Report(I Pages including cover) t hutalt dou Details,(2 Pages) € Report No. 01805-12 �,.�-: 8T%-t �F z Date: 11.30I1 tom. FL 7271.482 ' C1805-12 11.30.11 Page 2 of 3 Manufacturer. Union Corrugating Company Product Name: 5V Panel Panel Description: 24"wide coverage with(5) 1/2"high nibs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel'(ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 14/32" thick plywood. for new constructions. Designed and installed as per FBC 2010. Deck-Attachment: 8d x 2.5"long ring shank nails or#8 x 2" long wood stews @ 6" o.c. in the plywood field and edges Underlayment: Minunum underlayment as per FBC 2010 Section 1507J4.5 Slope: 1/2:12 or greater in accordance with FBC 2010 Section 507.4.2 Design Uplift Pressure: (Factor of Safety=2) ! Fastener pattern 1 120.9 psf @ fastener spacing o€24"o.c. Fastener pattern 2 $5.$psf @ fastener spacing of 24"o.c. 113.1 psf @fastenerspacing of 12"o.c. Panel Attachment Fastener pattern 1 .#9-15 x 1.5"long wood screw with washer At panel ends @ max 6"o.c-across panel width through panel flat At interior {n.3 max 12"ox.across panel width through panel flat Fastener pattern 2 #9-15 x 2"long wood screw with washer At panel ends @ max 6"o.c.across panel width through panel flat and rib At interior @ max 12"ox.across panel width through panel rib --Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. F Code Compliance: The product descnbed herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The m odmunt fastener spacing fisted hereih shall not be exceeded. This evaluation report is-not applicable in High Velocity lfunricane Zone. Refer to current NOA four use of this product in High • FL 3271.4-R2 C1805-12 11.30.11 Page 3 of 3 Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product Supporting Documents: TAS 125-03 Test Reports Farahaugh Engineering and Testing Inc Project No:T164-06,Reporting Date 6/8/06 Hurricane Test Laboratory Report No. 0293-0202-06,Reporting Date 415106 Hurricane Test Laboratory Report No. 0293-0609-05,Reporting Date 8/31/05 i FL 7271.2-R2 01805-10 11.30.11 Page 2 of 2 Manufacturer. Union Corrugating Company Product Name: 5V Panel Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted;' steel (ASTM A755). Deck Description: Min. 15/32" thick plywood for new and existing 1 constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or#8.x 2" long wood sc#ews @ 6" O.C. in the plywood field and edges I Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5 Slope: 1/2:12 or greater in accordance with FBC 2010 Section 507.4.2 Design Uplift Pressure: 66.3 psf @ fastener spacing of 12"o.c. I (Factor of Safety=2) Panel Attachment: #9-15 x 2" long wood screw with washer At panel ends @ max 6"o.c. across panel'width At intermediate max 12" o.c.across.panelwidth. Test Standards: Roof assembly tested in accordance with UL580-94 `U ift Resistance of Roof Assemblies' & U> 1897-98 `Uplift Tests for of Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4. Product Limitations: Design wind loads shall be{determined for each project mi accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the�gh Velocity Hurricane Zone. Fire classification is not within .cope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current approved roofing materials.directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test Report; Farabaugh Engineering and Testing Inc Project No.T187-06,Reporting Date 7/25/06 PANEL OVERLAP u PANEL FASTENER 5EE DETAIL 2 SEE DETAIL 1 sPAOM PER ALLOWABLE ROOF PANEL _ /`THIS SHE �.m5 SHEET WIND LOAD TABLE V � Bd x 2.5'LOND RING SHANK NAIL �IPAINJELMAMMNER__UNDERVOW SHALL BE INSTALLED OR 5 x 2 LO WOOR AS PER MANUFACTURER'S INSTALLATION SPACED 0 5 O.C. IN THE FIELD & SPACING PER ALLOWABLE fad GUIDELINES AT PLYWOOD EDGES WMD LOAD TABLE MIN, 2X_WOOD RAFTER/JOIST/ TRUSS AT MAX, 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE jig 9 X I.6 wow SCREW WITH FASTENER PATTERN 1 ZONE FAstENER PRESSURE N ASHER O MAX..24'O.C. SPACING (PSF) 1 IN 2E CA PANEL b Flew, PERIMETER 24 120.9IA.a m d"CORNER. . .... ......_.. ........... ..........,.... ....•..... � UNDERIJ►YMENT 1B/3!r HICK (MIN.) jl DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE F80. 2. ALL ROOF PANELS ARE SMALL BE 2a CA. EFFECWE COVERING WIDTH OF �q X 1.5" WOOD SCREW VATH OF PANEL a 24'. 6 hASFiER—® MAX.24" O.C, 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEITHING Ce STRUCTURE AS MIN 2e GA. PANEL SPECIFIED ON-THIS DRAWING. 4. REQUIRED'DESIGN WINO LOADS SHALT. DE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE OREATER THAN THE ALLOWABLE WIND LOAD TABLE.5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA REQUIREMENTS OF THIS DRAWING & THE CODE,THE CODE SHALL CONTROL D. RAFTERS/JOISTS/MSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 7i REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTTERS, wi. UNDERLAYMENT •-PLYWOOD 19/J2'THICK(MIN.) DETAIL6HEEr NO. �J / 4 3 21, fN ✓2 1_�..,-5- �3 (— � .s%'✓+�"tib it 1^r,:.f:j��j%f!'' t .'�{���y''�� ✓�.--.• ^�,..3.�t��'i'�`•`r a.✓7' ° ~,�'�.-� 'y �e PANEL OVERLAP as' n SEE DETAIL 4 SEE PANEL FASTENER DETAIL 3 SPACING PER ALLOWABLE ROOF PANEL r r • SHEET 2 /'� ` SHEET 2WIND LOAD TABLE _icS UNOERLAYMENT SHALL BE INVAJ A ' Bd It 2.5' LONG RING SHANK NAIL u AS PER MANUFACTURER'S INSTALLATION OR #6 It 2` LONG WOOD SCREWS GUIDELINES SPACED 0 S" O.C. IN THE FIELD k AT PLYWOOD EDGES 7MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' O.C. TYPICAL PANEL INSTALLATION X—•SECTION g FASTENER PATTERN 2 ALLOWABLE UPLIFT PRESSUREN� 19 X 2- WOOD SCREW WITH ZONE FASTENER PRESSURE WASHER 0 MAX, 24" O.C. SPACING (PSS c;± (IN) 3 MIN 26 GA PANEL FIELD 24 85.6 I^ d PERIMETER 1Y......... ... 11-3.1 . .. . ......_.. _ om - do CORNER 0. UNDERLAYMENT PLYWOOD u I"� 19/32'THICK (MIN.) _ DIET L 3 as wWITH ASHERY0 MAX.S24 D.C. MIN 26 GA. PANEL a czz5zz:zz- 4 UNDERLAYMENT PLYWOOD DETAIL 4 19/32"THICK (MIN.) 11 s„c T na. 2 or 2