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HomeMy WebLinkAboutProduct Approval, metal _ Florida Building Code Online Page 1 of 4 i r SCIS Home 'Log In j User Registration Hot Topic Submit Surcharge Stats&Facts Publications 1 FBC Staff i BCIS Site Map I Links 1 Search j csb�u#-4,1 Product Approval USER:Public User RECEIVED Pr -odu Approval Menu>Product or Aoullcation Search>Application list>Application Oetall FL# FL14645-R3 AUG 14 2019 Application Type Revision Code version 2017 ST. Lucie County, Permitting Application Status Approved Comments i Archived ❑ { REVIEWED FOR ; Product Manufacturer Metal Sales Manufacturing Co r�� ���������� 202 Address/Phone/Email 545 South 3rd Street_,Suite 2 Louisville,KY 40 { (502)855-4300 ST. LUCIE COUNTY � dstermer@metalsales.us.com BOCC Authorized Signature David Stermer f jdstermer@metalsales.us.com Technical Representative Address/Phone/Email ' I Quality Assurance Representative I Address/Phone/Email Category Roofing Subcategory Metal Roofing ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certif[cations,Inc. Quality Assurance Contract Expiration Date 12(27/2026 Validated,By Yoosef Lavi,P.E. RI Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R3 COT Certificateiridewndence.odf Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections,from the Code I i I https://www.floridabiiHding.org/pr/pr app dtl.aspx?param=wGEVXQwd)gsw8ZVNfe8A... 1/12/2018 I I Product Approval Method Method 1 Option D Date Submitted 09/09/2017 [late Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa of"Products FL# Model,Number or Name Description j 14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel over min.19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No F4645 R3 II EvaluationReoortC2182 1.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/-86.0 Evaluation Reports f Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 113 AE EvaluationReoortC2182 1.pdf and 86.0 psf at fastener spacing of 12"ox. Created by Independent Third Party:Yes 14645.2 SV-Crimp Min.26 ga.,24 wide through fastened roof panel over min. ? 19/32".thick plywood deck with fasteners khrough panel flat. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645-R3"11 EvaluationReportC2182 2.ndf 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/-149.6 Evaluation Reports Other:Uplift load of 84.5 psf aCfastener spacing of 24" FL14645 R3 AE EvaluationReportC2182 2.pdf o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party:Yes "t fastener spacing of 12"O.C. FDesignPressiure: 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. Installation Instructions in HVHZ:No FL14645 R3 II EvaluationReoortC2182 3.nde outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 t:N/A Created by Independent Third Party:Yes :+N/A/-196.?S Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 36" FL1464,5 R3 AE EvaluationReportC2182 3.odf o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes at er space , f " 14645.4 SV-Cri Min.26 ga.,24"wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions I App-o -use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 4.pdf i pproved 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/-172.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 4.nd€ and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.5 Aluminum Classic Rib Nom.0.032"thick,36"wide;aluminum through fastened roof panel over min.15/32"thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 5.odf Approved for use outside HVHZ:Yes Verified,By: Bala Sockalingam PE 62240 Impact Resistant:NIA Created by Independent Third Party:Yes Design Pressure:+N/A/-120 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaivationReoortC2182 S.pd€ and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof panel over min.15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 Eva luationReoortC2182 6 pdf 1 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/-97.05 Evaluation Reports Other:,Uplift load of 41.6 psf at clip spacing of 36"o.c., FL14645 R3 AE EvaluationReoortC2182 6.odf -71.0 psf at clip spacing of 12"o.c.and 97.1 psf at clip Created by Independent Third Party:Yes spacing of 12"o.c.with sidelap adhesive. https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1J12/201$ I r I Florida Building Code Ordime Page 3 of 4 14645.7 i Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof panel over min.19/32"thick plywood deck Limits of Use Installation Instructions Approved:for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 7.pd Approved'for use outside HVHZ:Yes Verified By:Bala Sockalingam.PE 62240 Impact Resistartu.N/A Created by.Independen-t Third Party:Yes Design Pressure:+N/A/-162.0 Evaluation Reports Othen Uplift load of 41.6 psf at clip spacing of 36"o.c., • FL1464t R3 AE EvaluatlonReoortC2182 7.pd 100.2 psf at clip spacling,of 12"6.c.and 162.0 psf at clip Created by Independent Third Party:Yes spacing of 12"o.c.with support strap. I f 14645.8 Min.29 gav,36"wide through fastened roof panel over min. 15/32'thick plywood deck. Limits of Use Installatiort Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 8.pd 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/-91 Evaluation Reports Other:Uplift load or 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationReportC2182 182 8.pd and 91 psf at fastener spacing of 611 ox. Created'by_Independent Third Party:Yes 14645.9 Classic Rib Min.26 ga.,36"wide through:fastened roof panel over min. 19/32"thick plywood-deck. Limits of Use Installation Instructions Approved for use'in HVHZ.No FL14645 R3 11 EvaluationRenortC2182 9.rid Approved for use outside HVHZ.,Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yet Design Pressure:+N/A/-133.9 Evaluation Reports Other:Uplift load of 74.8 psf-at fastener spacing of 36" FL14645 R3 AE EvaluationReportC2182 9,odf o.c.,92.3'psf-at fastener spacing of 24"o.c.and 133.9 psf Created by Independent Third Party:Yes at fastener spacing of 18"o.c. 14645.10 Classic Rib Min.29 ga,.,36"wide through fastened roof panel over min. 7/16"thick OSB deck Limits of Use Installation Instructions Approvedfor use in HVHZ-.No FL14645 R3 11 EvaluationReportC2182 10.nd 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/-135.0 Evaluation Reports Other:Uplift load of 45 psf at fasterier spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 10.pd and 135 psf at fastener spacing of 6"o.c. Created by Independent Thir.d,.Party:Yes 14645.11 Classic Rib Min.29 .0a.,36"wide through-fastened roof panel over min 15/32"thick plywood deck. Limits of Use Install,ation Instructions Approved for use in HVHZ:No FL14645 R3 If EvaluationReportC2182 11.pd Approved for use outside HVHZ-.Yes Verified ByBala Sockalingam PE 62240 ImpactResistant:N/A Created by,Independent Third Party:Yes Design Pressure-+N/A/-138.5 Evaluation Reports Other:Uplift load of 68.4 psf at fastener spacing of 24'o.c. FL14645 R3 AE EvaluationRevortC2182 Mod and 138.,5 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes 14645.12 Image II Min.26 ga.,16"wide concealed fastened roof panel over I min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ-.No FL14645 R3 11 EvaluatkinReoortC2182 12.)d Approved.f,or use outside HVHZ.Yes Verified:By:Bala Sockalingam PE 62240 ImpactResistant:N/A Created by Independent Third-Party:Yes, Design Pressure:+N/A/-86.55, Evaluation Reports Other,Uplift load of 20.8 psfatfastener spacing of f 24" FL14645 R3 AE EvaluationReportC2182 12.pd o.c.,63.5 psf at fastener spacing of 6"o.c.and 86.55 psf at Created by Independent Third Party:Yes fastener spacing of 6"o.c.with sidelap adhesive. 14645.1:3 PBR-Panel or R-Panel - Min,26 ga.,36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645-R3 11 Eva luationRepQrtC2182'13.)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/-1.31,0 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing or 48"o.c. FL14645 R3 AF EvaluationReportC2182 13.rid and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.14Pro-Panel 11 Min.29 ga.,36"wide through fastened roof panel over min'. 15132"thick plywood deck. hqs://www.floridabuildmg.org/pr/pi�_app_4tl.aspx?param=wGEVXQwtDqsw8ZVNfe8A... 1/12/2018 --^~---~~—g —~—~ �Offline | . . / Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 14.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingarn PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-7l.S Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing OF 24'ox. FL14645 R3 AE EvatuationReportC2182 14.pd and 71.5 pif at fastener spacing of 12"ox. Created by Independent Third Party:Yes ContactU 2601 l3lair Stone Road,Tallahassge FL 32399 Phone.-850-487-1824 The State of Florida is an AVEEO employer.Co2yright 2007-2013 Statp of Florida,:.Privacy 5iptemen ;;AccessibilityStatemen ::ReEundStatenien Under F1 Me law,email addresses are public records.If you do not want your e-mall address releawd In response to a public-records request,do not send efectronico mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455 275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455.F.S.must provide the Department With an email address If they have c e.The emaills 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' Product Approval Accepts: I Credit Card Safe � { � � | | | � EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION(2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING IMETAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545;South Y1 Street,Suite 20-0 Louisville,KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 Prepared By: Bala Sockalingani, Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) 'BOCKAL//V % Load Span Table(I Page) A�' C,E N No 62240 :Crx Report No. C2182-4 p'• STATE OF 40 10 % Al Date: 9.9.17 gF0 R 4© 'Ca��,��m i `� .'�. 2Q(-7 FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-CrImp Panel Description:1 24" wide coverage with(5) 1/2" high ribs Materials- Min. 26,ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel(ASTM A792)or painted steel(ASTM A755).. Deck Description: Min. 7/16" thick OSB or min. 15/132" thick plywood or min. V thick wood plank (min SO of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: .8d x 2.5" long ring shank nails or#8 x 2" long wood screws. @ 6" o.c. (Minimum)' in the plywood field-and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:42 or greater in accordance With FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 5:12. Design Uplift.Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 172.5 psf @ fastener spacing of 6" Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the dock a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c.across panel width At intermediate @ 1.211 o.c.across panel width Test Standards: Roof assembly tested in accordance with UL580-06 'Uplift Resistance of Roof Assemblies' & UL 1897-04 'Uplift Tests for Roof Covering Systems . Test Equivalency; The test procedures in UL 107-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. so Product Limitatiqh 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. The design pressure for reduced fastener spacing may be • directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. i Supporting Documents: UL580 R 1897 Test Reports } PRI Construction Materials Technologies MSMC-O 17-02-0 1,Reporting Date 9120113 i I � I s. i i i i i f I FL 14645.4-R3 I 02182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation. report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials s F4} 1 i i I t I I Cx4cItE0.0Yx- PANEL OVER as. R. 5V—CRIMP P°j astxst+s FASTENER AT PANEL FLAT r SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL � ENDS,ONLY. G II II II ii � ii MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT 8d x 2,5" LONG RING SHANK NAZI LOAD TABLE a UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ a: TRUSS AT MAX. 24" D.C. Ir a 8 0 TYPICAL PANEL INSTALLATION X—SECTION " " OW cn 5! naQ #9-16 OR 110-14 W60DSCREWS WITH SELF SEALING WASHER AT u� MAXIMUM SPACING OF 36" D.C. MJ I tn N 5V-CRIMP ��� MIN 26 GA. 0� G�eiN u' X GENERAL NOTES: w a 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a Q ° UNDERLAYMENT FLORIDA BUILDING CODE (FBC). 4 a. It! o 1 OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS.SHALL BE MIN, 26 GA, (t = 0.019"). EFFECTIVE COVERING m i DETAIL PLYWOOD 15/32"THICK (MIN.) WIDTH OF PANEL = 24". rx A 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS v moo; SPECIFIED ON THIS DRAWING. z 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS IN #9-16 OR {110-14 WOODSCREWS PANEL SYSTEM MAY'NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS x 7 WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. MMIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE W ACCORDANCE WITH THIS DRAWING &THE FLORIDA W BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM U REQUIREMENTS.OF THIS.DRAWING & THE CODE, THE CODE SHALL CONTROL. SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN RI GA. REQUIRED FOR.EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT c N DETAIL 2 OSB 7/16"THICK,(MIN.) OR 2182-4 PLYWOOD 15/32' THICK (MIN.) SHEET•NO. 1 or 1 ..... _......._ METAL'SALES MANUFACTURING CORPORATION 5'V-Crimp Uplift Loads (Min.26 ga.) x Description Fastener Spacing Allowable Uplift 'along.panel length Load r (in) (Psi Coverage width:24 6172.5 9 � ..� 120.0 �j (� 1 L 70:0 Panel Fasteners. 15 _ 72.0 #9-16 or#I0-14'hex head 18 60.0 wood screws with sealed - 1 51.4 washer 24 45.0 27 40.0 30 36.0 3332.7 35 30.0 Notes: t 1. The bold numbers indicate design loads calculated from test data with safety,factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. '3. Three or more spans condition. ba�ig�ggepaetffr���p o� SOCK,4C��B®� �, tc No62240 •.• �. i Q STATE OF •�U4 `�'� •. •i�/-ems ���� •. 0 R 1 D•p�••\���o d@ SS 1216 N Lansing Ave.,Suite C • /a A 4 Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 741 06 FL 62240 g.2G 918 492.5992 , l"�