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Home My WebLink AboutProduct Approval (3) Ote Florida Building Code Online .� BC[S Homo Log In r User Registration Ha Topics Submit Surcharge Stats&Facts ' Publications ~T FBC Staff6CiS Site Map t Li nis Search q BuS��eSS1 t° id Product Approval Professional ° ' �5> Public User �'egu' d .� f ArodtMt P,n:xn•r,+1 t-1 >P,.=or 4[!++i{3t;r-Search>be ben list>Application Detail. FL'# FL14645-R2 Application Type, Revision Code Version 20114 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 . Louisville,KY 40202 . (812)218-7342 dstermer@ metalsales.us,com Authorized Signature David Stermer dstermer@metaisales.us.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 i Evaluation Report=Hard-copy 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. d' Validation.Checklist:-Hardcopy Received Certificate of Independence FL1464S R2 CQI Certifieat 10&Pe a `mpldf Referenced Standard and Year(of Standard) Standard Yea► FM 4470 1992 TAS 125 2003 UL 1897 1998 UL1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect . h`L1464S R» Ettuty e t u(vatentC2Q.),�i_Il,�,,pdg Sections from the Code http://www.floridabuilding-.org/pr/pr_:app dtl.aspx?param=wGEVXQwtpgsW8ZVNfe8A7...' 4/25/201.6 Florida Building_Code.Online !� Page 2 of 4 r Product Approval-Method Method 1.0ption D Date-Submitted 03/31/2015, Date Validated 04/1412015 Date Pending FBC Approval 04/18/2015 Date Approved N/23/2015 Summary of Products FL.# 1 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 E,..1",LS� H'� 3I �Y21u�S ilIl(?4,�,II�� Rs1S Approved for use.outside HVHZ:Yes Verified By:Bala Sockalingar i PE 62240 Impact Resistant:'.N/A Created by Independent Third Party:Yes Design Pressure:+N/AJ-86.0 Evaluation Reports. Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c.- r'Lj 4545 R2 AF-£valua^,ionP rtf.2010 f xoif and.86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes 14645.2 5V-Crimp Min.26 ga.,.24 wide through fastened roof panel over'min. 1913.2 thick plywood deck with'fasteners through panel flat. Limits of Use Installation Instructions Approved for use,in HVHZ:No ' iF i4E•t5 R2j_17valuationRmin C2,01D 1nor 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/449.6 Evaluation Reports Other:Uplift load of 84.5 psf at fastener spacing of 24 FL146r 5 R2 AE evaluationReportC2010 2;odf' o.c., 131.3 psf at fasteiner.spaciiig of 18"o.c.:and 149.6 psf Created,byIndependent Third Party:Yes at fastener spacing of 12"o,c. 14645.3 5V-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 4645 R2-11 Eval_,�uaticnliencr 2010 3.odf Approved for use outside HVHZ:Yes. Verified Byi 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" FL1�6-?5 R2 ti=�i a SonRep�rt o,c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes at fastener spacing of 8"o.c. i 14645.4 5V-Crimp Min.26-ga;,24"wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB wiih.fasteners through'panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FLf 4645 R2 f va!uaaangRnort�?010 4,rid-, 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/-172:5 Evaluation Reports Other:Uplift load.of 30.0 psf at,fastener spacing of 36"ox. _C2010 4.p1(F and 172.5 psf at fastener spacing,of.6"o.c.. Created by Independent Third Partyi Yes 14645.5 Aluminum Classic Rib ' Nom.0.032"thick,36"wide,aluminum through fastened roof panel over mina 15/32"thick plywood,deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use;in HVHZ:Na [{_i�,6,t 1t? 12 Eva ua inep rtC2010 5, d Approved for use outside HVHZi Yes Verified By:Bala 5ockall'ngam PE 62240 Impact.Resistant:N/A Created by Independent Thlyd Party:Yes Design Pressure:+NJA/-120 Evaluation.Reports :Other:Uplift load of 30 psf at fastener sparing of 36"o.c. ,Fj_14845'R2 AE"Eva!uatlors eportC2010 S.odf 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 R2_Ii EvaluationReFs, 2 1 Approved for use outside HVHZ:Yes: Verified By:Bala Sockalingam PE.62240 Impact Resistant:N/A Created by-Independent Third'Party:Yes http-//www.floridabuilding.org/pr/pr app dtl.aspY?paraln=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building'Code- Online• Page 3 of 4 Design Pressure-+N/A/-97.05 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., .,riA 4645 P 2-At EyaWA41 90rC2010 6.R1f 71.0 psf at clip spacing of 12"o.c.and.97.05 psf at clip Created by Independent Third Party:Yes spacing of 12"o.c.with sidelap adhesive. 14645.7 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 fl 14645. ft2a F,_v tu"i'o- :e_ppi-tC2010 7.odf Approved for use outside HVHZ.,Yes Verified By:Baia Sockalingam.PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-162.0 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing bf 36"o.c,, FL14C45 Rc AE rialuatioERe~ rtC201Q 7.odf 100.2 psf at clip spacing of 12"o.c.and 162.0 psf at clip . Created by Independent Third Party:Yes spacing of 12"o.c.with support strap, 14645.8 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 14645 Fttf a 11 EvaluauanReportC2010_8.odi 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/-133.9 Evaluation Reports Other:Uplift load.of 74.8 psf at fastener spacing of 36" FL14645 RZ AE EvaluatlonReortC2Q10 8f)d 6.c:,92.3 psf at.fastener spacing of 24"ox,and 133:9 psf Created by Independent Third Party:Yes at:fastener spacing of 16"o.c. 14645:9 Classic Rib" Min,29 ga.,36"wide through-fastened roof panel over min. 7/16"thick.OSB deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 11_FvaivationRe or dt4 0 9.p� 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 fastener spacing-of 24"o.c. FC 146g5 R2 a.E tvaluatlonReportC2DI.Q p. and 135 psf at fastener spacing of 6"o.c.. Created by.Independent Third Party:Yes .- 14645.10• Classic Ribi. Min,29-gar,36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No BA4645 R? II Evaluat(onReportC2010 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/-138.5 Evaluation Reports Other:Uplift load of 68.4 psf at.fastener spacing of 24".o.c. F1,14645 R2 AE EvaluaBonfleportC2010 1o.ndf and 138.5 psf at fastener spacing of 12"ox; Created by Independent Third Party:Yes 14645.11 Image II Min.26 ga.,:16"wide concealed fastened roof panel over min.15/32"thick plywood deck or 7116"thick OSB, Limits of Use Installation Instructions Approved for use in-HVHZ:No 14 4S.R2 1I Evalult orft,,p}#C2Q1D i t: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/-66.55 Evaluation Reports Other:Uplift load of 20.75 psf at fastener spacing of 24" FLi-4645 112'AE Evafuadonc ef3oitC7Q p 11.oiff o.c.,63.50.psf at fastener spacing of 6"o.c..and"86.55 psf 'Created by,-Independent Third Party:Yes at fastener spacing of 6"O.C.with sidelap adhesive. - 14645.12 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 FL14545 R? li.EvalttatianRenor#G7.01D iz.ndF Approved for use outside HVHZ:Yes Verified By.,Ba(a Sockalingam PE 62240 Impact Resistant N/A. . Created by-Independent Third Party:Yes Design-Pressure.+N/A/-131.0 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. i i_4G a5 �" aicr2tlnnrjg �1p tr"C2Q7 0 i !JF and 131.0 psf a(fastener spacing of 6 o.c.. Created.by Independent Third Party:Yes -14645.13 Pro-Panel II' Min.29 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 W.a'465 E?_? 11 i=vatuaflr_p�tt�?)10 ;3;a f 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/771.5 Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 24"o.c. FL14645 R2 kF_ Eva;uationidoriC2010 and 71.5 psf atfastener spacing of 12"o.c.. Created by Independent.Third Party:.Yes h"p://,vvvvw.tloridabuilding..org/pr/pr_app dtl:aspx?parani=wGEVXQWtDgsw8ZVNfe8t17... 4/25/2016 Florida Building Code Online (� ;' Page 4 of 4 Bank ,P{axi .. conta t tO:'._1949 PbKh NgnrpL+St t_Tallahassee R 22394 Phones B50-d87-1824 The State of Florida is an AA(EEO emp�,ever;r-obvrioht 7007-2Ot3 State of FL')dda,;:P,lvacv 56temant::A—Se b tity Sfr;toment::Refund Stntament Under Fionda law,,email addresses am public records;If you do not want'your e•mall address released in response to_a putrid-records rues?,do not send electronic mad to this entity.Instead,contact the office by ptia'ne or by tiaditicnal mail.If you have any questions,please conaci S50,487.1395.*Pursuant to Seddon 455.275(i),Florida Statutes,effective October 1,2012,licensees licensed iindar Chapter,455,F.S.must provide the Nriartmant with an email address If ' they have one.The amails provided may be used for official communication with the licensee,Hoivevar email addresses are public record.If you dd,not w6h to supply a personal address,please provide the Departmem with an email address which can be made tivailable to the_puhlic.To determine if you are a licesmen under Ctiapter 45$i F.S.,Fdease dick bttL. product AppraW Accepts: fl r http://www.floridabLtilding.ori/pr/pr app^dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8AT.. 4/25/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 426'GA. IMAGE 1I PANEL' FLORIDA BUILDING CODE 5"' EDITION (2014) FLORIDA PRODUCT'APPROVAL FL 14645.11-112 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 Sockaiingam,Ph.D., P.E. Florida Professional:Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918).492-5992' FAA: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (I Page) eyh'• S Ci .q ti~��.•' `-�CENS�:(,'-yam%'. b No 6224 4 AA ReportNo. C2010-1.1 F,0 S i ATE Date: 3.27.15 '� •'� L FL 14645.11-R2 C2010-11. 3.27.1.5 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Tniage 11 Panel Description: Max. 1.6"wide coverage with 1" 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. 7116" thick OSB or min. 15/32" thick Plywood for new and, existmg constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws a 6" o.c. (Minimum) in the,plywood field and edges New Underlayment: Minimum underlayment as per .FBC 201.4 Section 1501.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of 930 felt. For reroofing (Optional)- construction.only. Slope: 2:.12 or greater in accordance with FBC 2014 Section 1507.4.2 Allowable Uplift Load: 20.75 psf a fastener spacing of 24" o,c (Factor of Safety=2) 63.50 psf @ fastener spacing of 6" o.c 86.55 psf @ fastener spacing of 6" ox with 3/8 bead adhesive in panel sidelap Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/ Sidelap Adhesive: Schnee-Morehead SM7108 Pertnathane adhesive 'rest Standards: Roof assembly tested in accordance with UL580-94 (Rev 98). `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof ' Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be deterniined,for each project in accordance with .FBC 2014 Section 1.609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is aot applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.11-R2 C2010-11 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test.Reports rarabaugh Engineering and Testing Inc Project No.T1.76-11,Reporting Date 4/26/11 Project No.T260-11,Reporting Date 8/15/11 - s ' ]PIIW ry MMO K. EXISTING SHINGLES NEW UNCERIAYMENT SEE DETAIL 1 PTIONAL) (REQUIRED ONLY!FOR NEW CONSTRUCTI MAX• l6"- PANEL FASTENER ROOF PANEL SPACING PER ALLOWABLE PRESSURE TABLE, s u n � MINIMUM ATTACHMENT: ! 058 7/16"THICK (MIN.} OR EXISTING UNDERLAYME14T 8d x 2,5" LONG RING SHANK NAIL PLYWOOD 15/32 THICK (MIN,) {OPTIUNAL) OR #8 x 2' LONG WOOD SCREWY$ MIN. 2X_ WOOD RATTER/JOIST/ SPACED 0 6' O,C. IN THE FIELD k TRUSS Al- MAX: 24' O.C. AT EDGES tr FASTENING PATTERN 1 EXISTING SHINGLES NEW UNDERL;YMENT (OPTIONAL) (REQUIRED ONLY FOR ADHESIVE IN THE ¢ 0 SEE DETAIL 2 NEW CONSTRUCTION PANEL FASTENER ROOF PANEL _\� \ ) :PANEL SICELAP SPACING PER ALLOWABLE 0 00+ PRESSURE TABLE. z GN _ � 0 a oQ TMIN, N}EXISTING UNDERLAYMEN7 MINIMUN. ATTACHAENT: OSB 7�tfi' THICK (MIN.) ORPLYWOOD 15/32-THICK (MIN N (OPTIONAL) 8d x 2,5" LONG'RING SHANK NAIL S�o 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS 5 n TRUSS AT MAX. 2+' O.C. SPACED A 6'O.C. IN THE FIELD & v00 AT EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION $ NEW UNOERLAYMENT W m (REQUIRED ONLY FOR ALLOWABLE UPLIFT.PRESSURE NEW CONSTRUCTION) o EXISTING SHINGLES #10 PANCAKE SCREW FASTENING FASTENER ADHESIVE PRESSURE � (OPTIONAL) 0 MAX. PANE C. PATTERN SP(N)G BEAD SIZE (PSF) g MIN 26 CA. w DETAIL 1 1 2+ NONE 20.75o$ 1 6 NONE 63.50 ?S EXISTING UNDERLAYMENT; OSB 7/16" THICK (MIN.) OR > 2 1 6 3/8" $6.55 (OPTIONAL) PLYWOOD 15/32"THICK (MIN.) '7 NEW UNDERLAYMENT 'SIDE AP ADHESIVE IN DIE PANEL SIOELAP 8 (REQUIRED,ONLY FOR SIDELAP ADHESIVE NEW CONSTRUCTION) NOM. 3/8" BEAD GENERAL NOTES: EXISTING SHINGLES #10 PANCAKE SCREW ! 1.ARCHITECIURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE MAX. 6" O.C, FLORIDA BUILDING CODE(FBC). (OPTIONAL) 2. ROOF PANCLS Stun BE 141N,z6 GA. (t a 0.016). NAY,EFFECDVE COVERING PANEL SIDEAP ADHESIVE WWOTH OF PANEL- 16'. MIN 26 GA. LOCATION 3 DHE ROOF PANELS SHALL BE INSTALLED MR SHEATHING !_STRUCTURE AS SPECIFIED ON 110S DRAWING, DETAIL Z d,PEOUiRED DESIGN KIND LOADS SHALL BE QETERMINED FOR EACH "WECT, THUS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REWIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5,ALL FASTENERS MUST BE IN ACCORDANCE KITH TICS DRAWING h THE FLORIDA BUILIkNG CODE. IF A DIFFERENCE OCCURS BE.WCEN THE NIiINUM REQU6?EMENT5 OF THIS DRAWING k THE CODE,THE CODE SHAD,CONTROL.EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR 6.RAFTERS/JOISTS/TRUSSCS MUST BE DESIGNED,TO WITHSTAND LINODS,A LOAM DRA"'NG (OPTIONAL) PLYWOOD 15/32"THICK (MIN.) REQUIRED.FOR EACH APPUCADON AND ARE 1NE RESPONSIBILITY OF OTHERS, 2010-11 PAGE NO; 1 1