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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 4 I -7 y5 .�( dIii, L� BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge I Stats&Facts Publications FBC Staff `s BCIS Site Map Links Search ��4'1 Product Approval File �y � "'„;• USER:Public User F}�➢i e Copy "door Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL14645-R2 Application Type Revision Code Version 2014 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@metalsales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing P Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed P 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 Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. 147 Validation Checklist- Hardcopy Received Certificate of Independence FL14645 R2 COI CertificateIndeoendence.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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Equiv TestEguivalentC2010 UL.Ddf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 3/28/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summary of Products 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 FL14645 R2 II EvaluationReDOrtC2010 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 Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 i.pdf and 86.0 psf at fastener spacing 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 flat. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 2.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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 2.1)df o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party: Yes at fastener spacing 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 II EvaluationReportC2010 3.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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 3.1)df 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. 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 with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 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"o.c. FL14645 R2 AE Evaluation Repo rtC2010 4.odf 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 R2 II EvaluationReportC2010 5.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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2,AE Eva Iuation Repo rtC2010 5.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 EvaluationReoortC2010 6.pdf 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.aspx?param=wGEVXQwtDgsw8ZVNfe 8A7... 3/28/2017 Ffie Copy EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA.5V-CRIMP PANEL' MAR 2 7 201E PERMITTING FLORIDA BUILDING CODE 5TH EDITION(2014) St. Lucie county, FL FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 31 Street, Suite 400 Louisville,KY 40202 Telephone: (502) 8554300 Fax: (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 (1 Page) 50CKAt��i� E Nsc�'•�'92�'. No 62240 Report No. C2010-3 STATE OF Date: 3.27.15 :0 - �� •., A1- 3.3G ,2ot � FL 14645.3-R2 C2010-3 • 3.27.15 r , Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or painted steel ASTM A755 . Galvalume coated steel(ASTM A792) or pain ( ) 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#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional fqr reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 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: #9-16 or #10-14 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 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-R2 • C2010-3 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: TAS 125 Test Reports Farabaugh Engineering 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 onArm�er: cccnm er: BS OS P=. �l/23/15 EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL ) NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP k (OPTIONAL) r �- (PANEL OVERLAP) NEW CONSTRUCTION)REQUIRED ONLY ENDSREQU ONLY.RED PANEL S a Ak ri EXISTING UNDERLAYMENT PANEL FASTENER PER ALLOWABLE o (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 6" O.C. IN THE FIELD & Pi MIN. 2X_ WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES TRUSS AT MAX. 24" O.C. -- TYPICAL PANEL INSTALLATION X—SECTION N CD W N Z f=O 7N #9-16 OR #10-14 WOODSCREWs - ALLOWABLE UPLIFT PRESSURE � l WITH SELF SEALING WASHER AT NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE CLiln (REQUIRED ONLY FOR NEW CONSTRUCTION co SPACING (pgF) "�� I (IN) w FLn0i 00 EXISTI NG N(OPTI SHINGLES MIN 28MGA. 36 41.6 �tad En-J t 16 74.8 4 u7 8 196.75 u1 W 4. EXISTING UNDERLAYMENT _ m (OPTIONAL) PLYWOOD 19/32" THICK (MIN.) GENERAL NOTES q DETAIL I 2 FLORIDA BUILDING CODE (FBC)2, ROOF 6 GAE( DESIGNED I ACCORDANCE t 0.0169). EFFECTIVE HE VECOVERING 9-16 OR 10-14 WOODSCREWS WIDTH OF PANEL = 24". � WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS _ N N NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING. r ° MAXIMUM SPACING OF 36" O.C. (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 a 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) MIN 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 (OPTIONAL) DETAIL 2 19/32" THICK (MIN.) 20�0-3 SHE No. I OF