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Home My WebLink AboutProduct Approval___M6�_RKEUIED SEA' 1 70117 Business&Professionalt t BCIS Home 1 Log In i User Registration, Hot Tapia Submit Surcharge Slats & Facts Publications FBC Staff + BCIS Site Map Links Search < F10flCio gi 31 ProductApproval USER: Public User d ;-tcuc:cs Product Aporoeal Menn > Praductor Anolicatlon Search:> Applketion LL4t> Application oxtail •''" I • FL # FL19902 1 `70 C Application Type New ST. LtiC?E COU-NTY BVILDIE C DI115I0N Code Version, 2014 RFYIENN ED FOR COJIPL \CE _ Application Status Approved REVIEd1 ED BY dlt DATE -1 2401 Comments . PLANS AND PERIIIT:kf ST PE KEPT ON JOB Archived OR NO INSPECTION WILL BE UAWE. Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dsterrrier@metalsales.ut.com ,ONCEALED FASTENERS OR ATTACHMENTS Authorized Signature David Stermer dstermer@metalsales. us.co ,SIRE THE RESPONSIBILITY OF THE TRACTOR OF RECORD Technical Representative CONTRACTOR Address/Phone/,Email THESE PLANS AND ALL PROPOSED WORK Quality Assurance'Representative ARE SUBJECT TO ANY CORRECTIONS Address/Phone/Email REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CI Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam 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 PE-62240 Keystone Certifications, Inc., 12/31/2020 Yoosef Lavi, P.E. 2 Validation Checklist- Hardcopy Received FL19902 RO COI CertificateIndeoendence odF Standard UL 1897 UL 580 Year 2004 2006 Product Approval Method Method 1 Option D �'He c ®"y Date Submitted 02/13/2016 Date Validated 02/18/2016 Date Pending FBC.Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products FL # Model, Number or Name Description 19902.1 6V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16" thick CISB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL19902 RO 1I Eva luationReoortC2076 I.Ddf Approved for use outside HVHZf Yes Verified By: Bala Sockalingam, P.E. 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. FL19902 RO AE Evaluation Reo0rtC2076 1.Ddf .and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Back Nox Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEOemployer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may used for of0cial.communlcation with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Acceptsi = RgE E-Z -®. Credit Card Safe EVALUATION REPORT OF ' METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' i . r FLORIDA BUILDING CODE.5TH EDITION (2014) FLORIDA. ,PRODUCT APPROVAL FL.19902.1 q ROOFING k METAL ROOFING s ]Prepared For: Metal Sales Manufacturing Corporation , 545 South Yl Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (562) 8554290 Prepared By: Sala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite, C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3M68 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No: C2076-1 Date: 2.13.16 Manufacturer: Product Name: Panel Description: Materials: FL 19902.1 C2076-1 2.13.16 Page 2 of 3 Metal Sales Manufacturing Corporation SV-Crimp 24" wide coverage with (5) 1/2" high ribs 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/l6" thick OSB or min. 15/32" thick plywood at max span of 24" 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 edges Underlayment: Minimum 'underlayment as per FBC 2014 Section 1507.4.5..1 Slope: it /212or.greater_ n:accordance-witli-FBC 2014 Section 1507.42. 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 @r 6" oc. across, panel_ widthe:' At intermediate @ 1.2" =o.c. _across panel -width' Test Standards: Roof assembly tested.in accordance with UL580-06 `Uplift Resistance of Roof Assemblies'- & UL1897-04 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein'has demonstrated compliance with FBC 2014 Section 1567.4 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 fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener .spacing may be computed using rational analysis prepared by a Florida Professional Engineer orbased 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 2014 Section FL 19902.1 C2076-1 2.13.16 Page 3 of 3 15.05 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 0 PANEL OVERLAP SV-CRIMP SEE DETAIL 2 / -SEE DETAIL 1 UNDERIAYMENT SHALL 'bC INSTALLED AS PER MAIUFACTURER'S INSTALLATION GUIDELINES $9-16 OR PIC-14 WOODSCRID WITH SELF,S-'AUNG WASHER AT •MAXIMUM SPACING, OF 36' D.C. FASTENER AT PANEL FIAT REQUIRED FOR PANEL 'ENDS. ONLY. MR1I.VUM ATTACHMENT: LFASTENER SPACING AS'PER 8d z 2:5' LONG RING SHANK NAIL DESIGN UPLIFT LOAD TABLE OR 06 z•2' LONG WOOD SCREWS SPACED Q. 6' O.C. IN THE.FIELD t< AT EDGES U - t 2X_ V1006 RAFTER/JOIST/ a: TRUSS AT MAX. 24' O.C. _o S TYPICAL PANEL INSTALLATION X-SECTION 2 Co SY-CRIMP MAIN 26 GA. 1. UNDERLAYMENT , DETAIL 1 PLYWOOD 15/32' THIu K) (MIN.) Z 3. J9-16 OR BIO-14 W'OODSCREWS 4. WITH SELF SEALING, MASHER AT MAXIMUM SPACING OF 36' O.C. 5- SV-CRIMP MIN 26 CA. `-OS8 7/16' THICK (ION.)'OR DETAIL Z PLYWOOD 15/32' THICK (MIN.) Fr -0 f/I W N =N� N �� NJ Y '^ z� �W � d ROOF PANEL HAS BEEN DESIGNED IN ACCORNJICE WITH THE a o G CODE'(F.--C). a a om HALL BE MIN. 26 GIL (L = 0.0191. EFFECTIVE COVERING s ig 1S SHALL BE DLAALLED OVER SHEATHING & STRUCTURE AS I = gXn -0S DRAWING. N MHO LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS ,MAY. NOT BE INSTALLED WHEN THE REOUIRED DESIGN WIND LOADS I�g7 ONTHEDESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.v�i MUST BE IN ACCORDANCE WITH THIS DRAWING k THE FLORIDA - �rlFru E OCCWU BETWEEN THE MINIMUM n M s METAL SALES MANUFACTURING CORPORATION 26 GA. 5V-CRIMP -PANEL Design Uplift Loads Description Fastener Spacing Allowable Uplift along panel length Load (in) (Psfl W-Crimp Panel 6 172.5 _ 9 _—_ 120.0 _ ^ Min. 26 ga. — -- _ Panel Fasteners _ — 15 --_72.0 #9-16 or #10-14 hex head 18 60.0 _ r wood screws with sealed -- " ~21 51.4 washer _-- -- 45.0 ---- -__ __._...____- - _ 24 27 — - - - 40.0 _ 30 ---- 36.0 33 ---- -- — - - ----- 32.7 - - - 2 --- - 36 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current installation procedure. at1u a uo1, to%tOCKAL//V N8� •' s� ND 62240 ' • r a ft :ti- OF . �� w. sue..•• TAT ♦eQ Ar `Q\pQ'��e�. iO � • •DSj••• 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 Bala Sockalingam, Ph.D., P.E. FL 62240