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Home My WebLink AboutAPPROVED, Metal Sales Roofing FL14645-R37 BOS Home Log In User Registratior, Hot Topics Submit Surcharge Stots & Facts Publications Contact Us BUS Site Map Links Search Product Approval IF T, A W- I USER- Public User db,.r kA.1 __Product ARpMaLM.Mu > Product or 8ppjication Search > Appficaltilon Detail _ > Ap p FL # FU4645-P3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@metaisates.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida PPgi-,;tPred Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/2712026 Validated By Ybasef Lavi, P.E. -' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By &14E45 P3 COI CertiflcateJriqe_ije_nderce.pSLf Standard FM 4470 TAS 125 UL 1897 UL 580 Year 2012 2003 2012 2006 1 Sections from the Code 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 Summary of Products FL # Modell, Number or dame Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19132" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 1, EvaluationReo rtC2182 2.p, Approved for use outside HVHZ-. Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes i Design Pressures +N/A/-86.0 Evaluation Reports other: Uplift toad of 82.3 psf at fastener spacing of 36" o.c. ai4e45 R3 AE l`valuationgrtCi82 i.p and 86.0 psf at fastener spacing of 12" o.c. j 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 EL14645 R3 II EvaluationReportC'2182 2.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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., FL14645 R3 AE Evaiugipaftp rtG2i.82 _2.pdf 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at Created by Independent Third Party. Yes fastener spacing of 12" o.c. 14645.3 5V-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 FC1464$ R3 iI f yaiva,.J n4eportC2182 3.pllf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A ' Created by Independent Third Party: Yes I III Design Pressure: +N/A/-196.75 ; Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" ox., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at �___ FL14645 R3 AE EvaivationieportC2182 3.pd Created by Independent Third Party: Yes fastener, spacing of 8" o.c. 14645.4^µ YM 1 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. k 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 R3 1i EvaluationRepartC2182�4,pAf i Approved for use outside HVHZ. Yes Verified By: Baia Sockalingam PE 62240 Impact Resistant: N/A Design Pressures +N/A/-172.5 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 P3 AE EvaivatigpRpgg,rtC2182 4. and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Pjb 14645,5 Aluminum Classic Rib Nom. 0.032'" thick, 36" wide, aluminum through fastened roof # panel over min, 15/32" thick plywood deck or 7116" thick OSB, t Limits of use � ~� Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 EvalukttjggaepQftC2 82 5.p. 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. and FL14645 R3 AE Evaluatign eprirtC2182 5.pdf 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 7116" thick OSB. i Limits of Use Installation Instructions I Approved for use in HVHZ, No F-L14§45 R3 11 EvaluationRepoLt Q_1 $ _26. pAf- 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 'X14645 Other. Uplift load of 41.6 psf at dip spacing of 36" o.c., 71.0 Ra-Ag EvaluationRepg_rtC2182, 6.p&f psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing Created by Independent Third Party: Yes 1 o.c. with sidelap adhesive. 14645.7 Aluminum Vertical Seam Nom. 0,032" thick, 16" wide, aluminum standing seam roof 1 panel over min. 19132" thick plywood deck Limits of Use i Installation Instructions Approved for use in HVHZ: No EL14545 P3 11 Evaluatignag ortC2182 7.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/-162.0 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 ELI!1§45 R3 AE EvalujitionRe ortC2182 7 f psf at clip spacing of 12' o.c. and 162,0 psf at clip spacing of L12" o.c. with support strap. Created by Independent Third Party: Yes ------------- 14645.8 1 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32' thick plywood deck. stallation Instructions IFL1.4645 Limits of Use Approved for use in HVHZ: No R3 I,*(_E-v_at-u4-tioR-ep2ftC2..=--�-.pAf 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/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" ox. and 91 psf at fastener spacing of 6" o.c. 1 Li4645 R3 AE EvaluatianReoartf x142-8-P9-f Created by independent Third Party., Yes Min. 26 ga., 36" wide through fastened roof panel over min. 14645.9 Classic Rib 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14§45 R3 11 EvaluatignRQport.C21132 9,r df 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/-133.9 Evaluation Reports Other. Uplift load of 74.8 psf at fastener spacing of 36" o,c., FL141545 R3 AE Evaluation Rep_gff.2 �!-) .po-f 92.3 psf at fastener spacing of 24" oc. and 133.9 psf at Created by independent Third Party: Yes fastener spacing of 18" o.c. 14645.10 Classic Rib Min. 29 ga., 36" wide through fastenedd roof panel over min. 7/16" thick OSB deck Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 EvaluationRe ortC2182 10.pf - - - - - - - - - - - - - Approved for use outside HVHZ: Yes 1 Verified By: Bala Sockalingam PE 62246 I Impact Resistant: N/A Created by Independent Third Party, Yes Design Pressure: +N/Al-135.0 Evaluation Reports li Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and PL14645 R3 AE Wft ortC2182 10 _EXa1jAtLoij& EXa_1jAtL_ 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes i. 14645.11 ClassicRib M;iin 29 6" wide through fastened roof panel over min. 5/�32" thick plywood deck. I IS/ Limits of Use Installation Instructions Approved for use in HVHZ: No f fL14045 R3 11 Evalllatignae ortC2182 11.pdf Approved for use outside HVHZ. Yes iVerified By. Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party, Yes Design Pressure. +N/A(-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24�' o.c. FL146.45 R3 AE gvaluationRe ortC2182 IL.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party,. Yes 114645.12 Image 11 Min. 26 ga., 16" wide concealed fastened roof panel over rnin. 15132" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ.- No EL14645 R3 11 Evaluation RgpgtjFaJ-P 1 ,p f QZ__Z 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/Af-86,55 Evaluation Reports Other. Uplift load of 20.8 psf at fastener spacing of 24�' o.c., FL14645 R3 AE EvaluationReportQ182 j:Z,gdf 63.5 psf at fastener spacing of 6" ox. and 86.55 psf at fastener Created by Independent Third Party: Yes spacing of 6" o.c. with sidelap adhesive. 14645.13 PBR-Panel or R-Panel --[MIn. 26 ga., 36' wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" ox. and 131.0 psf at fastener spacing of 6" o.c. 14645.14 1 Pro -Panel H Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ( Impact Resistant: N/A P( resign Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. and 71.5 psf at fastener spacing of 12" ox, Installation Instructions FL14645 R3 II EvaluationReportC2182 13.p,0li Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 E EvaluationReportC2182 13.pd 3 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 II 1 v�luation�pc�rtC2182 14.grlf Verified By: Bala Socka€inganl PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AFEyaluaitonR artC218 7 4.p Created by independent Third Party: Yes MEN Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32399 Phone: 85p-487-1824 The State of Florida is an AAJEEO employer. Copyright 07-2013 5tate of Pigrtda.:: Prtvacy 4&t,4tement :; :: Refund Statemen 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 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 Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis 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 which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here Produc t �A�pprovyal Accepts. i6.e. F'.".. W, El Credit Gil'£, Safe I II EVALUATION REPORT OF METAL SALES N1,4JNUFACTURING CORPORATION '216 GA. W-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal SalesN-Manuffiacturing Corporation m, 545 South Yd Street, Suite 200 Loulsvi.11e, KY 40202 Telephone: (502) 855-4300 Fax- (502) 855-4,290 Prepared By: Bala Sockalingam, Ph,D.. P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone- (IDIS) 492-5992 FAX: (919) 493-3568 This report consists of Evaluation Report (q Pages including cover) Installation Details (I Page', K A Load Span Table (I Page) Nq Report NNo. C2182-4 Date: 9.9.17 62240 'r_53% STATE OF 44j 0 R (�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 g ,a., 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. 1/4" 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 @ 611 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. L 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) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with seated 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 @ 6" o-c. across panel width At intermediate g 12" 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'. 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 C2192-4 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./TJL790 report fi-orn an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-O 17-02-0 1, Reporting Date 9120113 OONI-999-zo9 C*M—M-999 Wei Mg—m—sio. !BNOVd ZOZOt a '3111ASMVI OOZ 3J.UqS "IS OK HjnOS 9-OS vattf. Now :I 2UM 'JAY $KiSK%n N S�Z� -3,,d -OW WvONrrO*OS v-rvg %lWIVSWCO *-CV dMW-Ag aivp as WM-141Wma NOSMS IX4 liki 2VOIA U) EnS V) 0 u1 0 - r" L. u 048 z t-5 z WL, m -�=QQ z z L 52 \�E ttl z L-0 LnM5 ul My a LL o' '�Z Lld Lj S:m l Wo.V) % N x Z lom tti 0 El z Z- �� 9 4�HWw0 LU LLI W 0 tsJ Ear LL) LLJ V) �n z D CN 74RIF IMETAL SALESMAINUFACTURLNG CORPOKNTION 5V-Crimp Uplift Loads (INIM. 26 ga.) Description Fastener Spacing along panel length (in) Allfo-,vable Uplift Load (,Esib - Coverage width- 24" 6 172.i 9 120.0 90.0 Panel Fasteners 15 72.0 #9-16 or #10- 14 hex head 18 60.0 wood screws with sealed 21 1 51.4 washer 24 -15.() ,)7 40.0 .30 336.0 33 32.7 36 30.0 Notes: I . The bold numbers indicate des;�,�n loads calculated from test data k,.ith safevy factor of I 2. Panels mw-,t be installed as per E�-aluauion Report FL 14645.4 and Metal Sales current installation pay.edure, I Thmz or more spans conditiom 1216 X Lansing Ave- Suite C Tulsa. Ok 74106 9184925992 Bala Sockalingam. Ph.D.. P.1-- F'L 621 -2 4 0