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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING_ +Ruiati SCANNED rr , 'Ho.p WUosIf' SCISSIte'MaBCIS HomI tog Uer Regttation p (` Llhks 'I Search — Product Approval I pq�eff" USER: Public User Product Adbroval MeoG> A " I' ' ` :> AonlicaHori'Llst;> Appllcatlon Detail. ,�• FL # FL14645-113. Application Type Revision Code Version. 2017 Application Status Approved Comments Archived Product.'Manufac.turer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd'Steeet,.Suite-200 L ouisville, KY 40202 (502)!855-4300 dstermer@metalsales.Us,com. Authors ed Signature David Stermer dstermer@rnetalsa les.us.corn' Technical Representative Address/Phone/Emall Quality -Assurance Rei Address/Phone/Email Category I Roofing Subcategory Metal' Roofing Compllance Method Evaluation: Re'port.from-a'Florida Registered Architect or a Licensed Florida Professional- Engineer `Evaluation. Report - Hardcopy Received' Florida Engineer orArchitect Wme Who developed the Bala Sockalingam .Evaluation rReport Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By i Certificate, of Independence Referenced Standard and Year (of'Standard) Equivalence of Product Standards Certified By. Sections from the "Code PE-62240 Keystone Certifications, Inc 12/27/2026 YooSef Lavi, P.E. yl Validation, Checklist - Hardcopy Received. FL14645 R3 COI'_ Certificatelndeoendence,odf: Standard FM,447G TAS 125' UL 180 UL:580 Year 2012 2003 '2012 -2006 4 Product Approval Method I Method 1 Option D Date Submitted 09/09/2017 Date, Validated 09/14/2017 .Date Pending FBC Approval 09/15/2017 'Date Approved 12/12/2017 Summary of Products FL-# Model, Number or Name 14645.1 `2 5" •Corrugl ted Limits of Use Approved for use: WHVHZ: No Approved for use outside HVHZ: yes, Impact Resistant: N/A. I Design Pressure +N/A/ 86.0 Other: Uplift load of 82:3 psf at fastener spacing of36" o.c. and 86.0 psf at fastener spacing of 0 o.c:. Description. Min. 26 ga., 21.33 wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions. FL14645 43- It 66luat10nReportC2182 1.0df Verified By'BaleiSockalingam PE 62240 Created by Independent Third Party' Yes Evaluation Reports FL14645 R3 AE EValuationRebortC2182 1,odf Created`by Independent Third Party: Yes 14645.2 W-Crimp I Min. 26 ga., 24 wide through fastened roof panel over min. 19/32 thick;plywood deck with fasteners through panel flat. Limits of Use Installation,.Instruetion& Approved for use in, HVHZ: No I 'FL14645 R3 II EvaluatibnRenort=82, 2,pdf Approvedfor use outside HVHZ; Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I 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" o.c.,. FL14645 R3 AE •Eva1uat1onRebortC2i82 2.odf 131.3 psf at fastener spacing. of 18' o:6. and 149.6 psf,at Created by Independent Third. Party: Yes `fastenerspacing of 12" o.c., 14645.3 5V-Crimp roof panel over min. Min: 26 a., 24 wide.throu h fastened edroohroue l 19/12 thick plywood deck with fast panel rib. Limits of Use Installation Instructions i Approved for=use In HVHZ.*. No FL14645 R3 II EyaluationRenortG2182 3.0df Approved for use outside' HVH : 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: UpBft load of 41.6 psf at Fastener spacing of 36" o.c., FL14645 R3 AE EvaluationReoortC2182 1ridf 74::8 psf at fastener spacing of 16h o.c. and'196 75 psfat Created by Independent, Third Party,: Yes fastener spacing of 8" o.c. 14645.4 5V-.Cn M p Min: 26 ga., 24" wide throUgti fastened roof panel over min. .15132 thick plywood deck or 7/16 thick: OSB with fasteners through panel rib Limits of Use j instailation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 4.odf Approved for use outside HVHZ: Yes Verified By.: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent:Thlyd Party:, Yes - Design Pressure: +N/A/-172.5 ;Evaluation; Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" ox. FL14645 R3 AE, Evaluation Report 4,odf and 172:5,psPat,fastener spacing of6" o.c.. Created -by Independent Third Party: Yes 14645.5 Aluminum. Classic Rib Nom. 0.032" thick, 36" wide, aluminum throw h1f stened roof panel over -min. 15/32" thick plywood deck or 7/i6" thick OSB. Limits of Use Installation -Instructions Approyed'for use-in.HV,HZ.: No FL14645 R3 •II EvaluationReoortC2182 5: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/-126 Evaluation Reports Other:: Uplift load of 30 psf at fastener -spacing: of 36" o.c. and, FL14645 R3 AE Evaluation Report G2182 5.ndf 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 stranding 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 F114645 113' II Evaluationlkenortt2182 6.0f Approved for use outside HVHZ: Yes Verifled:By: Bala Sockalingam PE 62,240 Impact Resistant:.N/A Created by Independent Thrd PartyYes Design Pressure +N/A/=97.05 Evaluation Reports Other: Uplift'load' of 41.6 psf'at clip spacing of 36'' o.c., 71.0 TVALA"U TION',REPORT-OV_---"-_ - �17META:L"-,SALES 'MANti4ttMNO-"CORPORATION , O"A gu1ZDING. CODE 6TH EDITION -pq M_ - TL APPROVAL. RI 0 DA PRODUC T 53rR3- ROOFING s. -LALROOFING-::�, Prepared ,Fot*. - m6tal M6, mifilifa C cturmg- orp -ora on� "S 5,,South 3'0"Weet,�,,. 4 Suite 200 KY 40202 0 -ST Ail 5430 8$ r: tired Bat _Ph.D.;.,PX�-_ oq a gani,-,. Fidi Professional Efigineer-W62146:'-�'.; m�, A "Su X g Tulsa, - k. 74166, T -9 18)49'2�59 Z., w"t 866) -3664543 This repdrt consists Rv ages meltiding cover) Xnstallahon p G K A t :Details (1 Page) F_ N 0 -62240 :OF STATE R p6rt6.�-CTMN3�:-�- :M ORC, N9 0 -Akw hit e. Manufacturer: Product.Name: Panel Description: Materials: .FL 14,645.3=R3 C2'182-3 9.9.17 Page 2 of.3 Metal Sales[Manufacturing Corporation, 5V-Crimp 24" wide coverage with.(5):1/2" high -ribs. Min. 26 ga., 5.0 ksi steel: Galvanized coated steel (ASTM A653) or Galvalumq coated steel (ASTM A792) -or painted steel. (ASTM A755). Deck'Description: Ivliii.. 19/32" plywood or min. 3%4" thick wood plank (min "SG of 0.42): for new aid existing constructions. Designed by others and installed, as per 'FK 2017. Deck Attachment: 8d x 2.5" Ilong ring -shank nails or #8. x2" long. wood screws @.6" o.c. (Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC'2017. New Underlayinent: Minimum underlayment as, per FBC 2017 ;Section 1507.4.5.1. Required for new .construction and optional for reroofing construction. Existing Underlayment., One layer of asphalt shingles over one layer of #30 felt.'For reroofing (Optional) construe�tion only. Slope: 1/2:.12 or greater in accordance with FBC 2017 'Section 1507.4.2 Requires applied lap .sealant for roof slopes less than klZ. Design Uplift Pressure: 41.6 psf'@ fastener spacing of 36" o.c. (Factor of Safety = 2) 74.8 psi , @ fastener spacing of 1.6" o.c. 06.75r sf @` fastener spacing of 8" oxe. Fastener,Pattern: Type: #9-1'6 for 910-14 hex head wood, screws with sealed washer:: Fastener, shall be: of sufficient length to penetrate through 'the deck a minimum of 3781 At panel ends @:'6" o.c. across panel width, At intermediate @:12" o;c. across panel width Test Standards: Roof, assembly tested in accordance with TAS 125-03. `Standard Requirem. eats forMetal Roofing :Systems'. Code Compliance: The product described herein has demonstrated. compliance with FBC 2017 Section.1507A. i Product Limitations: Design wind loads. shall be determinedfor each project in accordance with FBC 20:17 Section 1609' or. ASCE 7-10 using allowable stress design. The maximum support spacing; listed herein, shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-M- C2182-3 99..17 Page 3 of.3 Hurricane Zone. Fire classification is not within scope, of this Evaluation 'Report.. Refer to FBC 2017 :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 1.25' Test Reports FarabaughlEngineering and: Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 &.2) Project. No: T240-09; Reporting Date 9/22%09 Architectural Testing, Inc. — West palm Beach, FL (Formerly) Hurricane Test Laboratory, LLQ Project No. 0103-0712-09, Reporting Date 9/l/09 EXISTING SHINGLES SEE DETAIL 2 SEE. DETAIL 1 NEW UNDERLAYMENT FASTENER AT'PANEL FLAT 5V-CRIMP (OPTIONAL) / r ' - (REOUIREO ,ONLY. FOR / REQUIRED! FOR PANEL (PANEL OVERLAP) NEW CONSTRUCTION) / ENDS ONLY, L EXISTING, UNDERLAYMENT PANEL FASTENER PER ALLOWABLE (OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET. 8d x 2.5' LONG RING SHANK NAIL OR #8 x 2":LONG WOOD SCREWS SPACED 0 67 O.C. IN THE FIELD TRUSS & MIN. 2X_ WOOD RAFTER/ MAX, 24" O.G. JOIST/ 4' O.C. AT PLYWOOD EDGES TYPICAL PANEL INSTALLATION X:-SECTION #9=16 OR J10-14 WOODSCREWS ALLOWABLE l7PUF VPRESSURE NEW UNDERLAYMENT_ WITH SELF SEALING WASHER AT - - (REQUIRED ONLY FOR MAXIMUM SPACING. OF 36"'O,C. NEW CONSTRUCTION) EXISTING SHINGLES SV-CRIMP (OPTIONAL) _\ — MIN' 26 GA. EXISTING UNDERLAYMENT (OPTIONAL) NEW UNDERLAYMENT- NEQUIRED ONLYFOR ECONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 1 19/32' THICK (MIN.) 89-16 OR #10-14 WOODSCREWS RH SELF SEALING WASHER AT, MAXIMUM SPACING 'OF 36' O:C. /— 5V-CRIMP / MIN 26 GA. PLYWOOD D ETAI L 2 19/32" THICK (MIN.) FASTENER SPACING IN PRESSURE (PSF) 36 16 '74:8 8 - 196.75 v F � a. a, GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE; WITH THE c�i FLORIDA BUILDING CODE (FBC). _ . 2: ROOF PANELS SHALL BE MIN. I 26' GA. (t = 0.0169' . EFFECTWE COVERING WIDTH OF PANEL = 24". : 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE` AS .. V SPECIFIED ON THIS DRAWING 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS. PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE. GREATER THAN THE ALLOWABLEWIND 'LOADS SPECIFIED ON THIS DRAWING: 5: ALL FASTENERS MUST BE IN,ACCORDANCE WITH THIS DRAWING do THE FLORIDA BUILDING CODE. IF A DIFFERENCE' OCCURS BETWEEN THE'MINIMUM REQUIREMENTS, OF' THIS DRAWING tti_ THE'CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST', BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR, EACH APPLICATION. AND ,ARE THE: RESPONSIBILITY OF 'OTHERS. OF €.