The URL can be used to link to this page

Home My WebLink AboutMetal Sales Roofing 5V FL14645-R3.. . .. ... Bc1S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts z Publications contact us SCIS Site Map Links Search dProduct Approval b 41, USM Public Use, Produq 62RMVjL1 M�P4U > EMduct ar ACP11 capon SPar& >�PQLTLst > Application Detail FL # FU4645-113 "A 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@metaisates.us.com Authorized Signature David Stermer dstermerOmetalsates.us.com technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Cornplianrn Mathod Evaluation P --Port from a Florida PPgi�tprpd Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingarn Evaluation Report Florida license PE -62240 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 12127/2026 Validated By Yoosef Lavi, P.E. J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ELIA§45 R3 C01 Q.ertificatelriderjendence. f Standard FM 4470 TAS 125 UL 1897 UL 580 Year 2012 2003 2012 2006 1 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 FL # model, Number or Name Description [1464511 2.5" Corrugated Min. 26 ga., 21-33" wide coverage through fastened roof panel 1 over min. 19/32" thick plywood deck. tall Limits of Use InstallatJon Instructions Approved for use in HVHZ: No FT.!14645M 11 E„ it �1 Approved for use outside HVHZ-. Yes f Verified By- Bala Sockalingam PE 62240 Impact Resistant., N/A f Created by Independent Third Party: Yes Design Pressuret. +N/A/ -86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" oc. a14 445 R3 AF EvaluatkaaagpgrT21 2 1-Pt and 86.0 psf at fastener spacing of 12" o.c. I Created 6y—Independent Third Party- Yes 14645,2 1 SV -Crimp Limits of Use Approved for use in HV#iZ: No Approved for use outside HVHZ-. Yes Impact Resistant: N/A Design Pre-" re: +N/A/ -145.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at fastener spacing of 12" o.c. 14645.3 1 SV -Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact ResistanU N/A Design Pressurim. +N/A/ -196.75 Othen 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 B" o.c. Min. 26 ga., 24 wide through fastened roof panel over min. 19/32' thick plywood deck with fasteners through panel flat. Installation Instructions ELIA§45 P3 H EvaluationRe ortC2182 2.pff Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party; Yes Evaluation Reports FL1464S R3 AE EvaJg&Ep_n_R_@p_ Z1_R_22.pdf Created by Independent Third Party. Yes Min. 26 ga,, 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Installation Instructions FL1464a_.R,3 II-EyAluJ loAR r-tC Q 184 - .P f ,9- j_gRp - & Verified By: Bala Sockalingarn PE 62240 Created by Independent Third Party. Yes Evaluation Reports EL14645 P3 -Arm EvaluationRe ortC2182 3.pdf Created by Independent Third Party. Yes - 14645.4 5V5V-Crimp 5V -Crimp 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. Limits of Use Installation Instructions Approved for use in HVHZ. No EL14645 @ a TLIXL , upti &nReppjjC_ �82 4.pdf Approved for use outside HVHZ: Yes Verifted By: Bala Sockalingam PE 62.240 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. and 172.5 psf at fastener spacing of 611 ox, tjgLi ortC2182 4. FL1464!>- R3 AE, kyglua =182 4� Created by Independent Third Party: Yes 114645.5 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, Limits of Use Installation Instructions Approved for use in HVHZ., No FL14645, R3 11 EvalpeP_QaCZ1az_S-pAf_ 4jjgaP_ Approved for use outside HVfiZ-. Yes Verified By. Bala Sockalingam PE 62240 1 impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/Al-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and FL146,45 R3 AE_eXi&tiqn 3gp_grtr-2182 5.p 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party* Yes I14645.6 Aluminum Vertical Seam 1 Nom. 0,032" thick, 16" wide, aluminum standing seam roof I panel over m1n. 15/32' thick plywood deck or 71161' thick OSB. Limits of Use I Approved for use In HV#iZ, 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., psf at clip spacing of 121 ox. and 97.1 psf at dip spacing o.c. with sWelap adhesive. 14645.7 i Aluminum Vertical Seam installation instructions FL14645 R3 11 EvyaluationRep-ortC2182 G.p-O-f Verified By: Bala -Sockalingam FIE 62240 Created by Independent Third Party* Yes Evaluation Reports 71.0 F1 -1464!j AE- F-y@luatjonRep_ortC2182 6.P -O -f of 121 Created by Independent Third Party. Yes Limits Of use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. N/A Design Pressure: +N/Al-162.0 Other. Uplift load of 41.6 psf at clip spacing of 36" ox., 104.2 psf at clip spacing of 12' o.c. and 162.0 psf at clip spacing of 1211 o.c, With support strap. 14645.8 ( Classic Rib Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ-. Yes Impact Resistant. N/A Design Pressure* +N/Al-91 Other. Uplift load of 41.5 psf at fastener spacing of 4W o. c. and 91 psf at fastener spacing of 6'* ox, 14645.9 1 Classic Rib Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ: Yes impact Resistant*. NIA Design Pressure: +N/A/ -133.9 Othen Uplift load of 74.8 psf at fastener spacing of 36" 92.3 psf at fastener spacing of 24!' o.c. and 133.9 psf at fastener spacing of IS' o.c. 14645.10 1 Classic Wit> Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32' thick plywood deck Installation Instructions ELI!1645 R3 ll_Ev_alu tio 82 7. d ortC2182 7. Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports EL14§15 R3 AE EvajMgtionRer)ortC2182 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 11 EvaluatlonRepgrLC2jAZ_S_.pdf Verified By: Bala Sockalingarn PE 62240 Created by Independent Third Party- Yes Evaluation Reports _F1 LA"4 _R AE ZvaluawaR=2qa14-2--s-PAf- Created by Independent Third Party. Yes Min. 26 ge., 36" wide through fastened roof panel over min. 191320 thick plywood deck. Installation instructions FL14645 R3 !LE ra9uationRe on.C2182 9.oc3f - Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports ox" FL14_545 S3 6E Evaluat1qnRep_gjj �12 9.qdf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 7/16- thick, OSB deck Limits of Use installation Instructions Approved for use in HVHZ: No FL14645 R3 lairtrai t` lie ortC2182 10 f Approved for use outside HVHZ: Yes Verified By. Bala Sockalingam PE 62240 Impact Resistant* N/A j Created by independent Third Party: Yes Design Pressuret +N/Al-135.0 Evaluation Reports Other. Uplift load of 45 psf at fastener spacing of 24" o.c. and 135 psf at fastener spacing of 6" ox. Created by Independent Third Party, Yes - - 14645 11 1 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min, 15/32' thick plywood deck. Limits of Use installation Instructions Approved for use in HVHZ: No F1.14645 R3 11 1_gyjaM_ajip_n& gyjMa ipn& 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`/ -138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FLIMAS U 6E gvaluatt nRenortC2182 j_Lp& and 138.5 psf at fastener spacing of 12' o.c. Created by Independent Third Party: Yes 14645.12 Image II Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ,. Yes Impact Resistant, N/A Design Pressure: +N/A`/ -86.55 other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.1.3 1 PBR-Panel or R -Panel Min. 26 ga., 16' wide concealed fastened roof panel over min, IS132' thick plywood deck or 7116" thick OSB Installation Instructions FL14645 R3 11 Evalua-l'onRe ,PQjjQ2.1 Verified By. Bala Sockalingam PE 62240 Created by Independent Third Party.* Yes Evaluation Reports FL14645 R3 AE EvalUgtqnPg f g g g ortC2182 Created by Independent Third Party: Yes -t+17fn. 26 ga., 36" wide through fastened roof panel over min. I Limits of Use Approved for use in HVHZ. No Approved for use outside 14VHZ.- Yes Impact Resistant: N/A Design Pressure., +N/Al-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 psf at fastener spacing of 6" ox. 14645.14 1 Pro -Panel II Umits of Use Approved for use In HVHZ; No Approved for use outside HVHZ. Yes Impact Resistant; N/A Design Pressure.- +N/A/ -71.5 Other: Uplift load of 41.6 psf at fastener spacing of 241 oc. and 71.5 psf at fastener spacing of 12" ox, 15/32" thick plywood deck, Installation Instructions FL,14645 R3 11 EvaluationRepo 82 11p f Verified By; Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645,B3- 8E_ Ev33gation-RgportC2182 llp� Created by Independent Third Party. Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32' thick plywood deck. Installation Instructions EL14E45 R3 II_±yWUgi9nReportC2I82 14. f Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AC EvaluationfleportC2182 14.D Created by independent Third Party, Yes QwAagt Us:: 264! BFB, it Road,Tafi�hassee FL 32399 bong, 65Q„-4 7-1924 The State of Florida is an AA EEG employer. �p t f �Qrida _PdvacL2ULnAn_t -z, 8=ksgDillty 5WIgme yfij�� _rLt : Bgfglid Staternen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records recluest, do not send electronic mail to this entity. instead, contact the office by phone or by traditional moil. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455-27S(1), Florida Statutes, effective October 1, 2012, licensees liceAsed under Chapter 455, RS. must provide the Department with an email address if they have one. The entails provided may be used fpr official communication With the licenSei:. Howeer email addresses are public record. If you do not wish to supply a personal address, olee:.e 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 Product Approval Accepts. n 117i 99 Ei 0 ll(WWV' "MMMAPM ".—WNP FAIN, JA* 70.4plo-W '26 GA. 5'V7-CRINIP PANNEV W -F WNTWiT FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING NNIETAL ROOFING Prepared For* Metal Sales Manufacturing Corporation 545 South 31d Street, Suite 200 Louis-ile, KY 40202 Telephone: (502) 855-4-300 Fax, (502) 855-4290 Prepared By. Bala Sockalingam, Ph.D.. P.E. Florida Professional Engineer #622140 1-716 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone- (919) 492-5992 FAX: (9 18) 493-3568 This; report zonsists of Evaluation Report (3 Pages including cover) Installation Details (I Page) Load Span Table (I Page) Report NNo. C21824 Date: 3,9.17 Fl, 14645.4-R3 C21824 9.9.17 Page. 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Man e: 5V -Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Nfaterials- Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Mih 7116" thick OSB or min. 15/32" thick- ply -wood or min. %" 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 1547.4.5.1. 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) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type- #9-16 or #10-14 hex head wood scre,-�vs with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 318" 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 C21924 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 E1081UL790 report from an accredited laboratory for fire ratings of this product. Supporting Doctmients: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20113 LO LLJ (n Ld ici OMI-992-ZOS ZQZQt? AN 'allIASIPOI Ou 31.{" IS "as (J8£ H.Lnos gvg dum smani3vsnNm s3ws iww -3xoNd Rom NOlVf'd n:agm -Aw exmwl N 21ZL d "iT+w 'wwr000s VTOS � Ivsllm '13NV8 M183 -Ag UW6 w ca -Su U- S !t.)LC w e^ Lu 7t � 8 tz, 09� L D lj g7, Eno WL JJ a t4 10 m t W -Crimp Uplift Loads (Min. 26 ga.) Description FasItener Spacing along panet length Allo-wable Uplift Load Coverage,width: 24" 6 172. 9 120.0 900 Panel Fasteners is 72k #9-16 or #10- 14 hex head 18 %0 wood SQrevvs with sealed washer 24 45.0 ')7 40.0 30 3&0 13 1 3) 2. 7 36 30.0 Notes: 1. The bold numbers indicate de, -,.an loads calculated ftoni test data v6th safety 1"hetor of 2. 2. Panels must be installed as per Evaluanion Report FL 14645.4 and Metal Sales, current installation procedure. I Three or awrespans condition. 1216 N Lansing Ave- Suite C Tulsa, Ok 74106 9184925992 Bala Sozkalio gain. Ph.D.. P.F— FL 622-2140