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Home My WebLink About0502-1081-PRODUCT APPROVAL ROOFING UNDERLAYMENT71t� 7A agPAPTN•Bin aF � � � (� Y- ' PgppNa{tE° �r� aava6[utetoxs+.cotr<ict•ABeit mess &Professional Regulation , . :. Bm mom I Log In r Product APP�al ; � USM maiicuser _ 22R0 -1-' SeartL+ > AOafl�„ OU211 9 > APPAIC36- Deiail Product Ao� > FL14645-R3 FL # Revision Application Type 2017 Code Vernon Approved Application Status Comments Archived Metal Sales Manufacturing Corporation Product Manufacturer 545 South 3rd Street, Suite 200 Address/Phone"ail 50�855 43lle, KY 40202 dstermer@metalsales.us.com David Stemmer Authorized Signature dsterraer@metalsales.us.corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Roofing Category Metal Roofing Subcategory " Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Professional Engineer Received i i Evaluation Report - HardcoPY Florida Engineer or Architect Name who developed the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated BY Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified BY Sections from the Code Bala Sockalingam PE-62240 Keystone Certifications, Inc' 12/27Ro26 Yoosef Levi, P.E.. . Received i Validation Checklist - HardcopY ertifcteIndependnce.f FL14645 R3 COI C UAL: ;'dalil(id 2012 FM 4470 2003 TAS 125 2012 UL 1897 - 2006 UL 580 atLaspx`Iparam EVXQ�gsw8ZVNfe8A7,,* 4/17/20. U+*�-a .rw_floridaWIding.org/pr/Pr aPP EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL .1�4h451I��i ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd-Street, Suite 200 Louisville, KY 40101 Telephone: (502) 8554300 Fax: (502) 855-4290 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: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) ��,9i°° p C KA 4 � Load Span Table (1 Page) •��•`Q�,Q;��C E NSF .'9, 0 • ; NO 62240 %ram p �1) STATE OF ,:�4u, Report No. C21824 Date: 9.9.17 ',�S:c�.O i ALE, i C1.a. 20(-7 FL 14645.4-R3 C2182-4 9.9.17 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 Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. W thick wood plank (min SG of 0.42) for new and existing constructions.. Designed by others and installed as per FBC 2017. 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 edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. / r greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure. At panel ends =Y `6" o.c. acr'ass ane wx t At intermediate " o.c. across anelt Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity 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: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PANEL OVERLAP FASTENER AT PANEL FLAT SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL �- - _ ENDS ONLY. e ' / C MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT Bd x 2.5' LONG RING SHANK NAIL LOAD TABLE 5 UNOERLAYMENf SHALL DE INSTALLED m OR /8 r< 2' LONG WOOD SCREWS. AS PER MANUFACTURER'S INSTALLATION SPACED ® 6' O.C. IN THE FIELD GUIDELINES& AT EDGES 4 MIN. 2K- WOOD RAFTER/JOIST/ a TRUSS AT MAX. 24' O.C. o 0 TYPICAL PANEL INSTALLATION X—SECTION o OR 010-14 WOODSCREWS .LF SEALING WASHER AT p N A SPACING OF 36' O.C. Jm N �NN 5V-CRIMP �o MIN 26 CA <� a m ni GENERAL NOTES: � a 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE yp,H FLORIDA BUILDING CODE (FBC). u a g OSB 7/16' THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0191. EFFECTIVE COVERING Z n7 DETAIL 1 PLYWOOD 15/32' THICK (MIN.) WIDTH OF PANEL = 24'. V 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. > 4. REQUIRED DESIGN WIND LOADS SWILL BE DETERMINED FOR EACH PROJECT. THIS OR 010-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS :LF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. ER d SPACING OF 36' O.C_ S. ALL FASTENS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA $t - BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM Pzm� REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHAM CONTROL 5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. —OSB 7/16' THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32 THICK (MIN.) w METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (psfl Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 9 120.0 Mae)119 15 72.0 18 60.0 21 51.4 24 45.0 27 40.0 30 36.0 33 32.7 36 30.0 The bold numbers indicate design loads calculated from test data with safety factor of 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. Three or more spans condition. 6 N Lansing Ave., Suite C ;a, Ok 74106 4925992 ♦♦♦♦♦t4u�UUge� %% S0CK,g4� o%%,Q�C•EIV •�Ci o�i 4 • No 62240 �� • :C Y STATE OF : a� Bala Sockalingam, Ph.D., P.E. FL 62240