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Home My WebLink AboutPRODUCT APPROVALFrom: 08/12/2015 14:47 #743 P.001/004 Florida Building Code Online SCANNED Page 1 of 4 BY g St. Lucie County i4 cb,da DeO?rtmurq 90.5 Horne � Log in ' User Rwg ation Hot Topic Subma Swohnrge Slats a Facts t ubaotio s Fac stall eUs sae Mep Unks search Busines ��, e Product Approval Professi nal USSR: public User Regulation PrOM AoRullal YIOU> pmnuR fir Anpll(aipn Sla'Ch > Annl.CaHon ust> APppc�atlon Oyetall FL if Fib-L1gb4S.r'�' R` Application Type Revision Code Version 2014 Application Status Approved Comments c'e1m® Archived ft Product Manufacturer Metal Sales Manufacturing Corporation pUG 9 Z®15 Address/Phone/Email 545 South 3rd Street, Suite 200 P(,�tTCtN�' F4 Louisville, KY 40202 pE COpnWI (812)218-7342 54 Lpo%e dstermer@metalsales.us.com Authorized Signature David Stermer dstemer@metalsaies.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory �Fe[a1 Roo Ing -- 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 Bala Sockalingam developed the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavl, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R2 COI CertiRcatelndeoendence odF Referenced Standard and Year (of Standard) Standard year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 r P5Y http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8Z .. V 20 From: Florida Building Code Online 08/12/2015 14:48 #743 P.002/004 Page 2 of 4 Equivalence of Product Standards Certified By I Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL14645 R2 Equiv TestEnulvalemC2010 UL odf Method 1 Option D 03/31/2015 04/14/2015 04/18/2015 06/23/2015 FL # Model, Number or Name Description 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 FL34645 R2 11 EvaluatlonRe90rtC2010 1 odf Approved for use outside HVHZ: Yes Verlfied 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 82.3 psf at fastener spacing of 36" FL34645 R2 AE EvaluationReoortC2010 1 odf o.c. and 86.0 psf at fastenerspacing of 12" o.c. 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 through panel Rat. Limits of Use Installation Instructions Approved for use In HVHZ: No FLIA64S R2 Il Evaluatio0Re2ortC2010 2 otlf 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 at fastener spacing of 24" FL14645 R2 AE EvalgApon_ReportC201 o 7 odf o.c., 131.3 psf at fastener spacing of IS" o.c. and 149.E Createtl by independent Third Party: Yes psf at fasteners acin of 12" o.c. 14645.3 SV-Crimp Min. 26 ga., 24° wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R2 11 EvaltiationReportC2010 3 otlf 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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluatlonReoortC 010 3 odf o.c., 74.8 psf at fastener spacing of 16" o.c: and 196.75 Created by Intlependent Third Party: Yes psf at fastenerspacing of 8" o.c 14645-4 5V-Gimp 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 Approved for use In HVHZ: No FL14645 R2 11 EvaluationRepQrtC2010 4 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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" FL14645 R2 AE EvoluationR212ollaolo 4.06 o.c. and 172.5 psf at fastenerspacing of 6" o.c. Created by Inde endent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened mor panel over min. 15/32° thick plywood deck or 7/16° [hick OSS. Limits of Use Installation Instructlons Approved for use In HVHZ: No FL14645 R2 II EvaluationReoortC2010 5 otlf 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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" FL14645 R2 AE E aivatonR portC2010 5 pdf o.c. and 120 psf at fastenerspacing of 6" o.c. Created by Independent Third Pa e http://www From: Florida Building Code Online t 08/12/2015 14:48 #743 P.003/004 Page 3 of 4 14645.E ? Aluminum Vertical Seam Nom. 0.0,32" thick, 16" wide, aluminum standing seam roof panel over min. IS/32" thick plywood deck or 7/16' thick OSB. Limits of Use Installation Instructions Approved for use In HVHZ: No FL19645 R2 11 Evalua I.nRep'onC2010 6 odf Approved for use outside HVHZ: Yes Verlued By; gala Sockalingam PE 62240 Impact Resistant N/A Created by Indepentlent Third, Yes Design Pressure: +N/A/-97.05 Party: Evaluation Reports Other. Uplift load of 41.55 psf at clip spacing of 36" FL34645 R2 AE EvaluatlonReriortC2010 6 odf c.c., 71.0 psf at clip spacing of 12" ox' and97.05 psf at Created by Independent Third Party: Yes dip spacingof 12' D.C. with sidelap adhesive. 1.-1' ',I I 14645.7 Aluminum Vertical Seam Nom. 0`.03,2" thick, 16° wide, aW'minum standing seam roof ane lover min. 19 32'thick plywood deck Limits of Use installatlb6 Instructions 11. Approved for use in HVHZ: No FL14645>R2 II EvaluatIOnRe 0 C2010 7 odf Approved for use outside HVHZ: Yes VeriBe rHyr Bala Sockalingam'PE 62240 Impact Resistant: N/A Create i'y'Independent Third Pa rty: Yes Design Pressure: +N/A/-162.0 Evalua. ion' Reports n:1 Other: Uplift load of 41.55 psf at clip spacing of 36" FL 4 5 R AE Evaluation a itC201 7. df D.C., 100.2 psf at clip spacing of 12' o.c. and 162.0 psf at Yes Crea by Independent Third Pgity: clipspacing of 12" O.C. with support strap. ,1 {, �: 1 14645.8 Classic Rib Min. 26 ga., 36' wide through farItened roof panel over min. 19 32'thick 2lywood deck.. Limits of Use Install tion Instructions ' •I jgyaC2010 Approved; for use in HVHZ: No 1 1 ` !'R2 11 EvaivatlgnRg S.odfl Approved for use outside HVHZ: Yes ,@y: Bala Sockaiingam PE.62240 Verine, Impact Resistant: N/A Creata bylndepentlent Third Pefity;' Yes Design Pressure:+N/A/-133.9 Evalua,{ion'. Reports . Other: Uplift load of 74.8psf at fastener spacing of 36" F 4 N ' 2 AE v lu. tio Repgr C2010 & i, D.C., 92.3 psf at fastener spacing of 24' o.c. and 133.9 Creat {{'. by Independent Third Party: Yes psf at fastener spacing of 18' o.c. I.1„ . ', y :, I', Of 14645.9 Classic Rib Min. 2 I";,,36" wide through fas4ened roof'panel over min. 7%j& thick OSB deck N Y:7 , Limits of Use Installation Instructions ' 1 i. . `� ]{ Approved for use In HVHZ: No FL14645'R2 II EyaluahonRe ad:7010 9Lodf'' Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam7PPPPPPEI62240 Impact Resistant N/A Created by Independent Thirtlarty: Yes Design Pressure: +N/A/-135.0 Evaluation Reports {, ) Other: Uplift load of 45 psf at fastener spacing of 24" FL14645 R2 AE EvaivatlonReooriC2010 9q f� D.C. and 135 2sf at fastener spacing of 6" o.c. Createdby Independent Third"pa' > Yes 14645.10 Classic Rib Min. 29ga.,,36' wide through fa.� ned root oriel over min. IS/ 32'thick pl ooddeck9 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 92 II EvatuadonReoortC2010 101. df Approved for use outside HVHZ: Yes VerlBed'By: Bala Sockalingam QEI 62240 j;4';;I Impact Resistant: N/A Create6Lby Independent Thlyd fpF Y:Wes Design Pressure: +N/A/-138.5 Evaluation Reports °� 'll, . ;i Other: Uplift load of 68.4 psf at fastener spacing of 24" FL14641 R2 AEI Evaluat'onRerYoNC2010 30 odf D.C. and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third; Pa :r.Yes 14645.11 image 11 Min. 26 a., I6` ide concealgtl,fastened roof panel over min. 15 ,32'thi I ootl detk,Cri7/,16" thick OSB. Limits of Use Installation Instructions (t , Approved, for use In HVHZ: No FL14645R2 1]„-€valuatlonRP,'p'rtC2010 11 odf Approved for use outside HVHZ: Yes VeriRe j$y: Bala Sockalingam'j!E 62240 Impact Resistant N/A. Create i¢y Independent Third O.Sh :'Yes { Design Pressure:.+N/A/-86.55 Evaluat n Reports Other: Uplift load of 20.75 psf at fastener spacing of FLI464 'R2 AE rEv IuauonRe C2010 11 ifl'j 1! Create y Independent Third Pafty:% i 24" o.c., 63.50 psf at fastener spacing of 6' D.C. and 86.55 psf at fastener spacing of 6" o.c. with sidelap II� llr l' �1 , �d1�`{`li adhesive. '{ .'F 1�1 r •'d I� i 14645.12 PBR-Panel or R-Panel Min. 2 ., 31" wide throughlastened roof panel!q er min. 15 32. thick' ( wood deck i; 11 Limits of use Installs on Instructions 's Approved for use in HVHZ: No FLi46d I R2 II • Evalua[wnRe 2010 2 df { Approved,for use outside HVHZ: Yes VenOed By: Bala Sockalingam.P.f;'62240 1 ppf4rI. Impact Resistant: N/A , Created by Indepentlent Third iParty: Yes I', Design Pressure:+N/A/-131.0 Evaluation Reports P iiifff Other! Uplift load''of 30.0 psf at fastener spacing of 48" FL14645 R2 AE EvaluationR'eportC2010 12 otlf IE{ D.C. and 131.0 psf at fastener spacingof 6" o.c. Created b Inde endent Third'P " ; Ye- s t, r'�'�,fl- 14645.13 Pro -Panel Il Min. 29 ga., 36" wide througp.lfastened roof panellor{eF min. 15/32" thick 1 ood deck. I F IL E II' i ..c _y I GY http://w.ww.floridabuilding.org/pr/pr�_app. dtl.aspx?param=wGEVXOwtDgsw8ZV,Vfe8A7... !-R/1262(11 S I I' From: Florida Building Code Online I Limits oflUse Approved for use In HVHZ: No Approved for, use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other:. Uplift load of 41.6 psf at fastener contact Us :: 15 The State of Flonddhs an AA/Fed employer. CM Under Florida law, email addree,ea are publle M send electroNc mail to this enhy. Instead, [aria •Pursuant to SeM.h455.275II3, Florida Statute with an email adores[ ifthey have are. The emaih re Cord. If YOU do hot wish to 5etal, a iterSOnal ed, 108/12/2015 14':49 Vegfled By: Bala Soci Created by Independe Evaluation Reports )acing of 24e FL14646 R2 AE Eyal o.c. Created by Independe eatl, IlNexl l I Luanne, SUPP[. T211a1, 32399 ,%pnp. n[ 079013 state of Florldalb: Hivacv statement r� You do not want your e-rinan address released In Tim by Phone or by tradlonal mail, if you have: ve October 1, 2022, tcen5mi toothed "a, Gu d may be Used for OXiddi lARImYNCdUdn with the ease Prowde the Department with an email addre ire a licensee under ChaP,tar455, F,S., please clk p A®ova9®: 9 q7� 3 P., 04%tl'04 44 � I'I :Ii{ I, rla I' •l� I> q sage, 4 of 4' i C2010 13. tlf 62240 I.6 ty: Yes.ili�F au adilhit have lubla: avallaPk',to the Public. Ii��IFI a FILE1{11a1�" i http://w .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDasw8ZVNfe8A7... R/170015 € f, I From: ''•I 1 08PI2/ EVALUATION REPORT OF METAL SALES MANUFACTURING CORPO] '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5Tn EDITION FLORIDA PRODUCT APPROVAL FL 14645.2-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 Fax: (502) 8554290 Prepared'By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 11216 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) ; I• Report No. C2010-2 Date: 3.27.15 i :50 0744 P.001/004 % %0CKAQjV r,r,ii ti No 62240 ��•, STATE OF :LU� O• .4 O R 1 -"swrm� .d• i I From: 08/12/20,15 14:51 0744 P.002/004 FL 14645.2-112 C2010-2 3.27.15 Manufacturer: Metal Sales Manufacturing Corporation Page 2 of 3 Product Name: 5V-Crimp I Panel Description: 1 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvaniied coatddIsteel (ASTM A653) or Galvalume coated steel (ASTM A792) or pa;nied steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new; and -existing constructions. b Designed and installed as per FBC 2014. '• heck Attachment: 8d x 2.5" long ring shank nails or 48 x 2"'long wood screws @ 6" o.c. ( inimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) ' 131.3 psf @ fastener spacing of 18" o.c. ; �I;;� psf ste pacing � o.c. F' stener Pattern: Type: ie ead screws ' h woo "sealed washer. Fastener 1. shall be of sufficient length to penetra e t ro h the deck a minimum of 3/8". At• anel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) Apiintermediate 4 fasteners per panel width. (4 located adjacent to ribs) TAt Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 �i Pro uct Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10! using allowable stress I design. The maximum support spacing ,listed herein shall not be exceeded. This evaluation report is nothapplicable in High Velocity Hurricane Zone. Fire classification is hot;, within scope of this Evaluation Report. Refer to FBC 2014, Section 1505 and current II ' approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. i FILE COPY From: 08/12/2015 14:51 0744 P.003/004 FL 14645.2-R2 C2010-2 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T235-07, Reporting Date 7/12/07 !f Project No. T172.08, Reporting Date 4/29/08 ! 6 ti jl Y� bl { rl I 91 y 4 Fib l dJ. F � I,t•' to I "ILE" { SEE DETAIL 1 PANEL FASTENER SV-CRIMP SPACING PER ALLOWABLE PRESSURE TABLE / o UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: PLYWOOD AS PER MANUFACTURER'S INSTALLAT.ON Ed x 2.5' LONG RING SHANK NAIL 19/32- THICK (MIN.) MIN. 2Y_ WOOD RAFTER/JOIST/ GUIDELINES OR 08 x 2' LONG WOOD SCREWS TRUSS AT MO. 24' O.C. SPACED D 6' O.C. IN THE FIELD-& AT PLYWOOD EDGES FASTENER PATTERN AT INTERMIFNATE LOCATIONS 5V-CRIMP _ SEE DETAIL 1� 24' \ n x u n UNDERIA`YMENT SHALL BE INSTALLED MINIMUM ATTACHMENT; PLYWOOD AS PER MANUFACTURER'S INSTALLATION 8d x 2.5' LONG RING SHANK NAIL 19/32- THICK (MIN.) MIN. 2)C- WOOD RAPIER/JOIST/ GUIDELINES OR g8 x 2' LONG WOOD SCREWS TRUSS AT WX 24' D.C. SPACED 0 6' O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER pRESSURE SPACING (P5F) 09-16 OR #10-14 WDODSCREWS (IN) WITH SELF SEALING WASHER AT- _ _ O.C._ 5 — /- 5V-CRIMP MIN 26 GA. 2 3 UNDERUYMENT" 19132THICK _(MIN.N.) 5. DERAIL 1 6. IAS BEEN DESIGNED IN ACCORDANCE WITH THE 26 GA (L = DA17'). EFFECTIVE COVERING INSTALLED OVER SHEATHING & STRUCTURE AS SHALL BE DETERMINED FOR EACH PROJECT. THIS ARE THE Fri d a a a � a w Proposed observation tower Atlantic Ocean Proposed All fflfu'1 Hiking trai Picnic she Proposed picnic shelter/pad 0 LD Parking -, Existing beach trail 9,