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HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGi .—_ _ � .. .. it . �. Y• II Page 1 of 4 'AePR 6ysta' netlar. ,.� O�ATcb75S�Ctts CbNract 488:', b a Product ApprovalHLC C®PUSER: Public User 'I i.tr.k FK'•.;od:r l 1r-A/1 � � ©/i A i aTi / /i.� Ust > A 1'caUon Detail�(1 Product Approval Menu > Pr +rr or AnoLcation Search > Aoolicabon pP t FL # FL1464549T, LUCIE COUNTY BUILDING Application Type Revision REVIEWED FOR COMPLIANCE Code Version 2017 REVIE ED B Application Status Approved DATE d Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARC®�CSPONSIBILITYTOR OR REC RD HE Authorized Signature I Technical Representative PLAN A PER MUST BE SITE OR NO INSPECTION(S) ' E Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@ metalsales. us.com David Stermer dstermer@metaIsale,s.us.com 130E MADE SCANNED BY St Lucie County Address/Phone/Email WORK � THESE PLANS AND ALL PROPOSED SUBJECT TO ANY CORRECTIONS Quality Assurance Representative ARE BY FIELD INSPECTORS THAT Address/Phone/Email REQUIRED IN ORDER TO MAY BE NECESSARY WITH ALL APPLICABLE CODES. Category Roofing COMPLY Subcategory Metal Roofing Compliance.Method Evaluation Report. from a Florida Registered Architect or a Licensed j Florida.Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam I the Evaluation Report Florida License PE-62240 Quality. Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi, P.E. 2. Validation Checklist -Hardcopy Received Certificate of Independence I FL14645 R3 COI CertificateIndeoendence odf Referenced Standard and Year (of Standard) Stand Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 I Equivalence of Product Standards Certified By I Sections from the Code https://www.floridabuilding.org/pr/pi _app_4tl.aspx?param=wGEVXQwtDgsw8ZVNfe8A.. 1/12/2018 I i i -1 Product Approval Method 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 ;ummary of Products FL # Model, Number or Name 14645.1 2.5" Corrugated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. and 116_01 nsf at fastener soadn9 of 12" O.C. Min. 26 ga., 21.33" wide coverage through fastened roof panel over min, 19/32"thick plywood deck. Installation Instructions F:14645 R3 II EvaluationReportQ182 L )df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReo0ftC2182 1.odf 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 2.odf 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/-149.6 Other: Uplift load of 84.5 psf.at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvgluatlonReoortC2162 2.odf 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 5V-Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Other: Uplift load of 41.6 psf at fastener spacing.of 36" o.c„ 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at fastener spacing of 8 O.C. 14645.4 1 5V-Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-172.5 Other: Uplift load of 30.0 psf at fastener spacing of 36" O.C. and 172.5 psf at fastener spacing of 6" o.c. 14645.5 1 Aluminum Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 other: Uplift load of 30 psf at fastener spacing of 36" o.c. and 120 psf at fastener spacing of 6" o.d. 14645.6 [ Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05 other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive. Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Installation Instructions FL14645 R3 II EvaluaGonReoortC2f82 3.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE FvaluationReportC2182 3.odf Created by Independent Third Party: Yes 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. Installation Instructions FL14645 R3 II Eva luationReportC2182 4 odf Verified By: Bala Sockalingam PE 62240, Created by Independent Third Party: Yes Evaluation Reports F1 14645 R3 AE EvaluationReDortC2182 4 odF Created by IndependentThird Party: Yes Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood, deck or 7/16" thick OSB. Installation Instructions F114645 R3 rr Eyalluat:nnnPnnrtC2182 S.Ddf Verified By: Bala Sockalingam PE 62240 Created, by'IndependentThird Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 5.odf Created by Independent Third Party: Yes. Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32"'thick plywood deck or 7116" thick OSB. Installation Instructions FL14645 R3 II Evaluat1onR6portC2182 6.Pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluatlonReoortC2182 6.pdf Created by Independent Third Party: Yes 0 https:/lwww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 rjulluCL J_NU11w115 .................__ 1 14645.7 I Aluminum Vertical Seam Limits of Use Approved for use_hi HVHZ: No. Approved formse outside HVHZ: Yes: Impact Resistant: N/A Design Pressure: +N/A/-162.0 other: Uplift load of 41.6 psfat clip spacing of 36" o.c., 100.2 psf at alp spacing of '12 o.c. and -162.0 psf at dip ,inarina of 12" O.C.Mith SUDOOrt Strap. L , Nom. 0'.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thfck plywood deck Installation Instructions FL14645 R3 I1 EvaluationReportC2182 7.odf• Verifled: By: Bala Sockalingam PE 62240 Createdby IndependentThird Party: Yes Evaluation Reports FL14645 ,R3 AE EvaluationReDOrtC2182 7.odf Created by IndependentThird Party:. Yes 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Whits of Use Installation Instructions FL14645 R3 II EvaluationReaortC2182 8 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/4/-91 Other:' Uplift load of 41.5 psf at fastener spacing of 48" o.c. Evaluation Reports 1114645 R3 AE EvaluationRevortC1182 8.Ddf and'91 psf at fastener spacing of 6" o.c. Created'by Independent Third'Party: Yes 14645.9 i Classic Rib Limits of Use Approved for use,inHVHZ: No' Approved for use'outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 74.8 "psf at fastener spacing of 36" o.c., 92'.3 psf at fastener spacing of 24" o.c: and 133.9 psf at fastener soacin9 of 18" o.c. Min. 26_ga., 36' wide through -fastened roof_panel over min. •19/32"• thick plywood deck: Installation Instructions FL14645 R3 II EvaluationReoortC2182 9.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party Yes Evaluation Reports FL14645 R3 AE EyaluationReoortC2182 9.odf Created by IndependentThird 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReoortC2182 10.odf 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/-135.0 Evaluation Reports 10:0df Dther: Uplift load of 45 psf at fastener spacing of.24." o.c. FL14645 R3 AE EvaluationReoortC2182 Created by Independent Third Party: Yes and 135 psf at fastener spacing of, 6" o.c. 14645.11 Classic Rib Min. 29,9'a., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions FL14645 113 II EValuationReportC2182 11 odf Approved for.use in HVHZ: No Approved for'use outside HVHZ: Yes Verified By:w Bala Sockalingam PE 62240 Impact Resistant: N/A Created by IndependentThird 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 EvaluationReDortC2182 11 Pdf and 138.5 psf at fastener spacing of 12" o.c. Created by IndependentThird 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 Approved fot use in HVHZ:-No Installation Instructions FL14645 R3 II EvaluationReo6rtC2182 12.12 Approved for use outside, HVHZ: Yes Verified By: Bala Sockalingam PE.62240 Impact Resistant: N/A Created by IndependentThird Party: Yes Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports, F1 14645 R3' AE EvaluatlonReoortC2182 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" o.c. with sidelap'adhesive. 14645:13 PBR-Panel or R-Panel. -Min. 26 ga-r 36" wide.through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions F 14 45 R3 II Eval ati nRe rtC2 82 13.6df Approved.for.use outside HVHZ: Yes Verified. By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by IndependentThird'Party: Yes Design Pressure: +N/A/-131.0 Other: -Uplift load of30.0 psf'at fastener'spacing of48" o,c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 13.odf and 131:0 psf at'fastener'spacing of 6" o.c. Created' by IndependentThird Party: Yes 14645.14 Pro -Panel II Min. 29 ga.; 36" wide: through fastened roof panel over min. 15132" thick plywood deck. QwtDqsw8ZVNfe8A... hops://www.floridabuilding.org/pr/pr_app_dtl.aspx . param=wGEVX 1/12/2018 I Florida Building Code Online r Page 4 of 4 Installation Instructions Limits of Use Approved for use in HVHZ: No FL14645 R3 it EvaluationReDortC2182 14.Ddf Approved for use outside HVHZ:, Yes Verified By: Bala Sockalingam PE 6224U 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. FL34645 R3 AE Evaluation ReoortC2182 i4.adf and 71.5 psf at'fastener.spacing of 12" o.c. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blalr Stone Road Tallahassee FL 32399 Phone: 850-487-18 The State of Florida is an AA/EEO employer-COUvri""t'nn7-2013 State of Florida::: Privacy Statement :: Accessibility Statement ::Refund Statement Under Florida law, email addn�w are public records. ll` youdo not want your e-mall 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 mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 45S.275(4), 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 be 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 the Department with an email address d, FS whih can please dick madeh available to the public To, determine if you are a licensee under Product Approval Accepts. Nis Credit a Safe S�Cn7'L{:Vn1itCKICh i i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018