The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlo%:da Building Code Online Page 1 of 4 BCIS Home i Log In ! User Registration Or* Product Approval USER:- Public User Product Approval Menu > Product or Aopti FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email sGANNED BY Lur'jp COON I Submit Surcharge Stats &L Facts Publications I FBC Staff BOS Site Map Unks Search > Application List > Application Detail FL14645-R3 Revision 2017 Approved CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE El CONTRACTOR OR RECORD Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales. us.com David Stermer dstermer@metalsales.us.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Florida Engineer or Ar itect Name who developed Bala Sockalingam FILE the Evaluation Report Florida License I PE-62240 Copy Quality Assurance Entity Keystone Certifications, Inc. Quality.Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi, P.E. �� Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R3 COI Certificatelndeoendence pdf Referenced Standard and Year (of Standard) Standar FM 4470 LANS AND ALL PROPOSED WORK TAs 125 THESE P ARE SUBJECT TO ANY CORRdCTIONS UL 5880 REQUIRED BY FIELD INSPECTORS THAT ul MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUC��tgGUE& Equivalence o i Certified By Sections from the Code Year 2012 2003 2012 2006 ST. LUCIE_COUN 'I UILDING I REVIEWED F ,,rygysp REVIE4 DATE�0 PLNAAND L % t PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE https://www.floridabOding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1 /12/2018 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 FL # Model, Number or Name Description 14645.1 2.5" Corr gated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions FL14645 R3 II Eva luationReoortO182 l.ndf Approved for use in HVHZ: No Approved for use outside HV Z: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psi at fastener spacing of 36" O.C. Evaluation Reports FL14645 R3 AE EValuationReoortC2182 i.pdF Created by Independent Third Party: Yes and 86.0 psf at fastener sparing iof 12" o.c. 14645.2 5V-Ci irpp 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: to FL14645 R3 II EvaluationReportC2182 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 R3 AE EvaluationReportC2187 2 Ddf 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.I 14645.3 5V-Comp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use I Installation Instructions FL14645 R3 II EvaluationReoortC2182 3:odf Approved for use in HVHZ: No Approved for use outsideIHVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.7S Other: Uplift load of 41.6 psf at fastener spacing of 36" Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 3 odf 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 SVi Crimp Mln. 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 I Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 4.pdf Approved for 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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE Eva luationReoortC2182 4 odf and 172.5 psf at fastenerlspacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 i luminum 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 5 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 II EvaluationReportC2182 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvatuationReportC2182 S.odf and 120 psf at fastenerlspacing 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 I panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportQ2182 6.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/-97.05 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., FL14645 R3 AE EvaluationReoortC2182 6.1)dF 71.0 psf at clip spacing of 12 o.c. and 97.1 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. https://www.floridablulding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 rlonua 1:)U11uuig 14645.7 1 Aluminum Limits of Use Approved for use in HVHZ: No Approved for use outside HVF Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.6 psf at 100.2 psf at clip spacing of 12" o. spacing of 12" o.c. with supports 14645.8 1 Classic Limits of Use Approved for use in HVHZ: No Approved for use outside HVF Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 41.5 psf at and 91 psf at fastener spacing of 14645.9 1 Classic Limits of Use Approved for use in HVHZ: Approved for use outside F Impact Resistant: N/A Design Pressure: +N/A/-13: Other: Uplift load of 74.8 psf o.c., 92.3 psf at fastener spad At fastener soacino of 18" O.C. Seam :lip spacing of 36" o.c., :.I and 162.0 psf at clip :rap. i ib Z: Yes fastener spacing of 48" o.c. 6" o.c. lib AZ, Yes fastener spacing of 36" of 24" o.c. and 133.9 psf Nom. 0.032"thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions FL14645 R3 I1 EvaluationRenortC2182 7.odf Verified By: Baia Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 7.odf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 I1 EvaluationReDOrtC2182 9.12 Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation ,Reports FL14645 R3 AE EvaluationReportC2182 8.pdf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. installation Instructions FL14645 R3 II EvaluationReDOrtC2182 9.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 9.0df Created by Independent Third Party: Yes :14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use I Installation Instructions FL14645 R3 II EvaluationReoortC2182 1'0.odf Approved for use in HVHZ: No Approved for use outsidelHVHZ• Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-1I35.0 Other: Uplift load of 45 psf, at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE Evaluati onReoortC2182 SO.odf Created by Independent Third Party: Yes and 135 psf at fastener spacing of 6" o.c. r 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use I Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 11 odf Approved for use outside HVHZ: Yes Impact Resistant: N/A i Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE Eva luationReportC2182 Mod and 138.5 psf at FastenerCspacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions FL14645 R3 II EvaluatlonReoortC2182 12 odf Approved"for use in HVHZ: No 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/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 12 odf o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes fastener spacing of 6" b.c. with sidelap adhesive. 14645.13 �PBR-Panel or R-Panel Min. fastened roof panel over min. 26th thick plywood deck.9h Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReDOrtC2182 13.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Uplift load of 30.0 psf at fastener spacing of 48" o.c. Evaluation Reports F1.14645 R3 AE -Eva luationReportC2182 13.odf Other: and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.14 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. https://www.floridabuilding.6rg/pr/pr_app dtl.aspx?param=WGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online ---. Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14545 R3 iI EvaluationReoortC2182 14.odf Approved for use outside HVHZNiles Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by independent Third Party: Yes Design Pressure: +N/A/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. FL14645 R3 AE EvaluationReportC2182 14.odf -A v,' c . F at Fastener cnarinn of 17° o.c. 1 Created by Independent Third Party: Yes Back Next ontactU :: 260% Blair Stone Raad Tallahassee FL 32399 Phone, 650-487-1824 The State of Florida is an AA/EEO employer. Coov-'aht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Retund Statement Under Florida law, email addresses are qublic records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. 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 Chapter455, F.S. must provide the Department with an email address if they have one. The emalLs provided may Pe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide. a Department with aan mail 5, address whcan be ich madehere available to the public To determine if you are a licensee under pter Product Approval Accepts: ®®® Credit Card Safe https://www.floridabuilding'.Org/pr/pK__app __Otl.aspx?param=wGEVXQwtDqsw8ZVNfe8A. I 1/12/2018 I I � EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 626! GA. 5V-CRIMP PANEL' FLORIDA B T LDING CODE .6TH EDITION (2017) FL. A PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Sales Manufacturing Corporation 45 South 3r, Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. rida 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) ��®tieeieeesaea Installation Details (1 Page) ,e�` SpCKAtI&I!,�e Load Span Table (1 Page) e`P\,P%** C, E N SF.�q��-� No 62240 a a 'b ;�� Report No. C2182-4 %�'• sTATE OF •4 • p • Q, .� 0® Date: 9.9.17 d,`os�s ' p R ! •' C�`%`m is 0 FL 14.645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sale Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 I a., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalu ' e coated steel (ASTM A792) or painted steel (ASTM A755). . 15/32" thick plywood or min. W thick Deck Description: Mrn. 7/116 thick OSB or min. P 3'�' 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. I" long ring shank nails or 48 x 2" long wood screws @ 6" o.c. (Minimum) in the p ywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5. 1. Slope: 1/2:12 or 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) 172.51psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: ##9-16 or #10-14 hex head wood screws with sealed washer. Fastener shalll 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 @ 6'" o.c. across panel width At intermediate @ 112" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & U1,1897-04 `Uplift Tests for Roof Covering Systems'. i 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 i 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 directory or ASTM E1081UL790 report from an accredited laboratory for f ' )tings of this product. Supporting Documents: UL580 & 18'97 Test Reports PRI Construction Materials Technologies MSMC-01il-02-01, Reporting Date 9/20/13 computed u Engineer or report is In classificatio: FBC 20117 FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 sing rational analysis prepared by a Florida Professional based on Metal Sales load span table. This evaluation of applicable in High Velocity Hurricane Zone. Fire a is not within scope of this Evaluation Report. Refer to Section 1505 and current approved roofing materials 5V-CRIMP PANEL OVERLAP SEE DETAIL 2 I'll SEE DETAIL 1 #9-16 OR SEED-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT, 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR.#8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION UNDERLAYMEN DETAIL 1 WITH OR SEALWOODSCREWS WITH SELF SEALINGING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE d It o U N ui 2 GENERAL NOTES w (L p u 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS' BE MIN. 26 GA. (t = 0.0197). EFFECTIVE COVERING a ° Rom W;2 V16" THICK (MIN.) OR WIDTH OF PANEL = 24'. OD-15/32 THICK MIN.) 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS -- ---- _ SPECIFIED ON THIS DRAWING. _ 4.-REQUIRED-DESIGN WIND LOADS SHALL BE DEFERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY -NOT -BE -INSTALLED WHEN THE REQUIRED DESIGN WINO LOADS - � Cl z7 m R w ARE GREATER THAN THE DESIGN UPLIFT' PRESSURES -SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING -&-THE-FLORIDA - BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS THIS DRAWING & THE CODE, THE CODE SHALL CONTROL - --A ,OF 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS SV-CRIMP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. MIN 26 GA. UNDERLAYMENT J \-- OSB 7/16" THICK, (MIN.) OR DETAIL 2 PLYWOOD 15/32 THICK (MIN.) OF 1 METAL SALES 1YI FACTURING CORPORATION 5�V-Crimp Uplift Loads I(Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (Psf) Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 9 120.0 _ 72.0 MOW 15 18 60.0 _ I 21 51.4 I 24 45.0 27 40.0 T. 30-- 32.7 33 36 30.0 Notes: 1. The bold numbers indicate design loads 2. Panels must be installed as per Evaluatii 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 lculated from test data with safety factor of 2. Report FL 14645.4 and Metal Sales current installation procedure. pgIts 1111Qde SOCK, 4//B to 4% • C •E•N No 62240 �3; :rcz mO STATE OF lU see®cS'S� . Al R.. 0 ` i • 'P 61 i I Bala Sockalingam, Ph.D., P.E. FL 62240