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Home My WebLink AboutProduct Approval (2) florida'Buildinf.,Code C7n,, 1 &'�: RECEIVED FEB 4u. -15e 'jq inr1w90 Sk.Cs rmi 4irK Sit, 5::t'KV L'� ;M3"h WA Tbp� -q,;Lma BusiOeSi,*'-,- Product Approval USER,V�'Mc'.tw Q"Om� FL id FL14645-R2 ApphcaGan Type Re%4slon Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation AddresslPhiane/Ernail 545 South 3rd Street,,Suite 200 Louisville,KV 40202 (812)218-7342 risteriner,;,Pmetalsales.us.com Autharized Signature David Stermer Technical Representative Add ress/Ptione/Email Quality Assurance Reoresentative 'Address/Phbnetern ail category Rooling Subcategory Metal Roaring Compliance Method Evaluation Report ham a floricia(Registered Architect or a Licensed Honda Professional Engineer Evaluation Report-Hardcopy Received Honda Engineer or Architect Name who developed Bela Sockalingam the Evaluation Repo" Florida License, PE-62240 Quality Assurance.Entity Keystone Certifications,Inc. Quality Assurance Contract Expiratfan Date 12/31/20110 Validated By yoosef Livi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) fM 4470 1992 TAS 125 2003 UL 1897 1996 UL 1897 2004 UL 580 1.994 UL 580 2006 Equivalen cr of Product Standards Certified By Florida Licensed professional Engineer or Architect Sections from the Code https:/,I%vww,floridabtiildln,g.orgipr/pr_,appjtl.a,-,px)param=NvGEVXQ%�,,tDqs,.%v,8ZVNI'eSA..- '3/22212016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. 5V-CRIMP PANEL,' FLORIDA BUILDING CODE 5"1 EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.3-112 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3"d Street,Suite 200 Louisville, KY 40202 Telephone: (502)8554300 Far:: (502)8554290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details(I Page) i�1#0 SOC1<qt�''�,�i No 62240'' Report No. C2010-3 ±0. STATE OF :�� Date: 3.27.15 r4 O R`� G`� �. FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24"wide coverage with 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. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or-48 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlaynient: Minimum underlayment as per FBC 2014 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 430 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: 49-16 or 410-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". 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 Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress 7 design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not 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 14645.3-R12 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108[UL790 report q from an accredited laboratory for fire ratings of this product. ail 4 N "744 Supporting Documents: TAS .125 Test Reports jo, Farabaugh Engineering and Testing Inc Project No. T 181-05,Reporting Date 7/21/05(Tests#I & 2) Project No. T240-09,Reporting Date.9/22/09 Architectural Testing,hie.—West Palm Beach,FL, (Formerly Hurricane Test Laboratory,LLC) Project No. 0103-0712-09,Reporting Date 9/1/09 6S OS ons/?s EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 NEW URED O YMENT FASTENER AT-PANEL FIAT 5V-CRIMP (OPTIONAL) _ l {PANEL QiERLAP} NE1Y0 CIONSTRUCTfON)R ENDSREQUIRED ONLY,FOR PANEL i AK n EXISTING UNDERLAYMENiP� ANEL FASTENER PER ALLOWABLE (OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET. _ 8d x 2.5° LONG RING SHANK NAIL $ OR 18 x 2" LONG WOOD.SCREWS � SPACED 0 6" D.C. IN THE FIELD & MIN, 2X_ WOOD RAFTER/JOIST) 3 4" D.C. AT PLYWOOD EDGES 7\s2 TRUSS AT MAX. 24" O.C. ` TYPICAL PANEL INSTALLATION X—SECTION aQo o a Nq4 09-16 OR #10-14 WOODSCREWS F? v WITH SELF SEALING WASHER AT ALLOWABLE UPLIFT PRESSURE g a c 1 D Ln NEW UNDERLAYMENT MAXIMUM SPACING OF 36' O.C. C3 In (REQUIRED ONLY FOR FASTENER PRESSURE M J m NEW CONSTRUCTION) ACI(IN (PSF) o Lo EXISTING SHINGLES MIN 26 GA_ 36 41.6 � (OPTIONAL) 16 74.8 'n S d 8 ul EXISTING UNDERIAYMENT PLYWOaF " 'o (OPTIONAL) DETAIL 9/32'.THICK (MIN.) GENERAL NOTE t. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). I � a 2. ROOF PANELS SHALL BE MIN. 26 GA. (t - 0.0169"). EFFECTIVE COVERING u�i jl #9-16 OR X10-14 WOODSCREWS WIDTH OF-PANEL = 24". WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS m c NEW UNOERLAYMENT. �. SPECIFIED ON THIS DRAWING. - MAXIMUM SPACING OF 36' O.C. u (REQUIRED ONLY FOR 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE'REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS-DRAWING & THE FLORIDA (OPTIONAL) FAIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS Of THIS DRAWING & 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_ EXISTING UNDERLAYMENT PLYWOOD ,-„ EV (oPnoNAI) 19/32THICK (MIN.) 2000=3` DETAIL 2 Z"w i.