Loading...
HomeMy WebLinkAboutProduct Approval; Metal RoofingFlorida Building Code Online Page 1 of 4 Ag t- x fdn1; 'a.� ,FTf is .•riy'�,�"ry..=$� ��6"k �x"��at�+r..��+ i"�'�"�J* ^x. -..,, v. �k g xa-. ua r Product Approval usr.R. au:rm use, ux; - P•MInvrrnhF'•KF i sPY J�aav4 mr GsmMn.a.�a^a•=en>aaseucoa�m §:ry> AADGealion DetaH v :$ EL n Application Type Code Version Application Status Commencs Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Rhone/Email Category Subcategory Comp€iance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration ®ate Validated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code FL14545=R3 Revision 2017 Approved Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) B55-4300 dstermer@metalsales.us.com David Stermer dstermer rn metalsales.us.eom Evaluation Report from a Florida Registered Architect ar a licensed Florida Professional Engineer Evaluation cteuort - Hardcopy Received Sala Sockaiingam PE-52240' Keystone Certifications, Inc. 12/27/2026 Yoosef taxi, P.E. 4 Validation Checklist - Hardcopy Received EL146d5 R-1 CCI c7ertix`€cai,Fntfeoenafe rce.cdf 5ja Aard FPt 4470 TAS 125 UL 1897 uL 530 .Year 2012 2003 202 2006 FILE QC®PY littps:llww,w.floridabuildinlg.orgfprlpr app_dtl.aspx?param—wGEVXQ-,vtD9s,vvSZVNfe8A... 1 /12/2018 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* Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No �4Cv'S R3 It �alcrafr`onPc=GrrrtC?18Z 1.ntlf Approved for use outside HVHZ: Yes Verified By: Bata Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift toad of $2.3 psf at fastener spacing of 36".o.c. SEW-4§1 .9 A : val�3a_ionllena�t 218� 3. Utit and 86.0 psf at fastener spacing of 12" O.C. Created by Independent Third Party: yes 14645.2 } 5V-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 FL3a45 bi li =�valu of raR p rtG218 ?��Ci Approved for use outside HVNZ: Yes -Veribed'By Bala Sockalingam PE 52240 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' > fi-1 R3_AE Eval:ta i Rep€ar r%ifi2 2 t: [k 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 1 5V-Crimp Min. 25 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 E=S It i J'Icrafiir�nhfr1C%'n2 3•e, f. 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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of -36" P n4.5 R3 82tr; 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 i SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. i 5/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FU4645 P Ir EvaivatiomgF-- ar`L2 `32 4-naff Approved for use outside HVHZ: Yes Verified By: Bala Sockaling.am PE 62240 Impact Resistant: N/A I Created by independent -1 Party Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36' o.c. 334645 P3 Af =vaivatit3 �+�etmrtC77 ^07 s. ndf and _72 ,psf at fastener spacing of 6" ox. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032' thick, 36" hide, aluminum through fastened roof panel over min. 15/32' thick plywood deck or 7/16`° thick t)SB. Limits of Use Installation Instructions i 645 'R3'llcvniva onien-T19218r= a.n#lf 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/-120 Other. Uplift load of 30 psf at fastener spacing of 36' o.c. Evaluation Reports FI-14645 P3 .AE turf atioaperic, Q!E 5:nrif and 120 psf at fastener spacing of 6" o.c, i Created by,independent third Party,:. Yes 14645.5 ( Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof I} panel over min. 15132" ¢ttiClt plywood deck or 7/16' thick OSB. Limits of Use Installation Instructions rFt, , =1 R r ..F.i �tB1`t0-- f�7 /l't♦ �t.r f' 55.13 C Approved, for use in HVHZ: No Verilie B Bala Sockalin am P6 62240 Approved for use outside HVHZ: Yes Created by Independent Third Party•' Yes Impact Resistant: N/A Design Pressure: +NIAI-97,05 Evaluation Reports other: Uplift load of 41.5 psf at clip spacing of 36' e.c:, 'r1"I'.*45 i ! A;T-- - 1'_.a- p R- `= '-82 c TZf 71.0 psf at dip spacing of 2" o.c. and 97J psf at Clip Created by Independent Third Party: Yes spacing of 12' o.c. with sidelap adhesive. https:Ih%,x,vi,v.floridabuild ng.or�Ipi•/pr_app_dtl.aspx`�paraM vGEVXQ�Dgs�v8Z fegA... 1/12/2018 Florida Building Code Online Page .3 of 4 14645.7 3 Aluminum Vertical Seam Limits of Use. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +NIAI-162.0 Other: Uplift load of 41,6 psf at clip spacing of 36" o.c., 100.2 psf at dip spacing of 12" o.c. and 162.0 psf at dip spacing of 12" o.r_ with support strap. Nom. 0.032" thick, IT wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions U4645 R3 .la gta+«3t0'?keaortQl,a2_ Zan-J Verified By: Bala SodKalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports ri 12645 R3 .AF> �sa1iaat4araS2et3ork �15_oiSi'; Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga., 36' wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No installation Instructions fi 14fi4 - R3 1 , EvalirationReboT - 21S2 8 niff Approved for use outside HVHZ: Yes Verified By Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: rN/A/-91 Other: Uplift load of 41.5 psf at fastener spacing of 48' o.c_ Evaluation Reports EL14645 R3 AE Eyaluation4elrnr C'218P 'B.rtdf and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.9 Classic Rib Min, 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plykvood deck. Limits of Use Approved for use in HVHZ: Na 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 or 24` o.c. and 133.9 psr at fastener spacing of 28' O.C. Installation Instructions EP i4645 > Ii Cvatugt'.n tReo CZS 31 9:nzif' Veattied By: Bala Sickalingam PE 62240 .Created by independent Third Party: Yes Evaluation Reports FL3=u45 R3 Ac E- r�lv�ilonRQ.isrtE? F✓_ Q.i?df Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7116" thick OSB deck Limits of Use Approved for use in HVHZ: No Installation Instructions }=lti 5 P' I� Es a lvationyep=C? I82 10-P f Approved for use outside HVHZ: Yes verified By: Bala Sockalingem PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:=N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing a 24" o_c. Evaluation Reports F€14645 R3 ag,.Evatrrat;trnR�oaetf x g?�Cl'-�df and 135 psf at fastener spacing of 6' ox. Created by independent Third Party: Yes i46+35.11 �Cjall 14645,11 min. 29 ga., 36" wide through fastened roof panel over min. 1S/32"thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions Fti .RT II Ek fcrafionR: spgctC2t82 1 I.ndf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingem PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Other: Uplift load or 6S.4 psf at fastener spacing of 24" o.c. Evaluation. Reports - FLI if« jgn icYpGr��nrr�2a8? Created by Independent Third Party. Yes arty 138.5 psf at fastener spacing of 12" o.c. 1464S.12 ! image II Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. NIA Design Pressure: +P:/A(-86.55 Other: Uplift load of 20.8 psf at fastener sparing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 8655 psf at fastener spacing of 6" o.c. with sidelap adhe_4ve. 14645.13 1 PBR-Panel or R-Panel Limits of Use Approved for use in HVHZ: Wo Approved for use outside HVffZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 other: Uplift load of 30.0 psf ai fastener spacing of 43" o.c. and 131.0 psf at fastener spacing of 6`o:c. Gain. 26 ga., 16' wide concealed fastened roof panel over min. 15/32' thick plyvrood deck or 7/16" thick OSS. Installation instructions FL14645 R ? II E3al_tt� i,nt^anortyxifi� 12,P-d Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FtI4645 P3 AE i:va(ps-fiienP.E-,�nrt�218Z i1'.pr`L Created by Independent Third Party: Yes Pain. 26 ga., 36" .vide through fastened roof panel over min. 15/32" tleick illy ?oud deck. Installation Instructions FLsd s[ P.3 11 �vajr)arigc-ltrarirrC2!S2 1°'xdf "defined By: Bala Sockalingam .PE 52240 Created by lndependent"fhird Party: Yes Evaluation Reports Ft.14645 R; AP =airs tieriRpna-tl'i : r^:i3�f Created by Independent Third Party: Yes 2.4645.14 Pro -Panel 11 min. 29 ga., 36' wide through fastened roof panel over min_ 15/32" thick i:lywcod deck. littps:l/ww,A,.floridabuilding.org/pr/pr app dtl.aspx?param=v CTEVXQ`1vtDgswSZVNfe8A.,. 1 /12/2018 1 LVl:1btLL LMiAtalia Gtiy yrvuv vaa.au,.v Limits of Use Installation Instructions Approved for use in,HVHZt ho MM PZ 8l , vaCtric"r°n- ' Approved fbr,useoutside HVHZ:_Yes V.enfV d.By* Bala Sockalingarn PE 62240 Impact Resistant: N/A Created by IndependentYhird Party: Yes Design Pressure: +N/A/ 71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c FLI4645 R3 AF EvaliaaV nortG? &2 and 71,5 psf at fastener spacing of 12"' o.c. `•Created"by IndependentTBird Party: Yes Zl . IEEi Contact Us.: MGM7 Btalr Stone 7t0ad iaitaY+assra AL'7;44 Prone; S31-4tt7-1R The State of Ronda is an A,VE5ti ecitp."oyer: Cimvrioht 2W7-20r3 State Of Frwwa.:: Prfa.FtV Stateartetrt:: Accossibi0ity :: Refund Sulemm Under P 56da Wcv, eala?t addressm are put0c rereads. if eo rexpotre t9 a pubrmc WCOR's re4uest, do Rol Seth electronic mail to ttrWs entity. Instead, Contact tbe`0111ke by phone or by traoltfonai malt If you have any, queZon5, p'.cow contact M 587'.. "5. •PuMoaM to Section 455.275(I), Florida Statutes, effective Cctober 1, 2812, ttenseeS licensed under chapter 455. FS. rrm provala the Department w4h an email address if they haveor - The emalls provided maybe. used for official wal"Mitatiast with the Gam,-- Hn%vever email addresses are puh4r record. If you do ntt viish to srppl-y a personal address, please provide the Cepartment tv t1 an email address vhlch can he made available to the pubsc. To determine U you are a lkensee under alaeter 45% E.S., please tUch -hg--- . Product Approval Accepts': Credit Card Safe https://NN;\A,w-tloridabuilding.org/pr/pr app dtl.a..px?param=tivGEVXQ-,IvtDgswSZVNfe8A--- 1/12/2018 EV.-kLUJATION REPORT OF METAL SALES XIANUFACTURLNI G CORPORATION '26 GA. 511-CREVIP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING NATAL ROOFING Prepared For: fetal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, IY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By; Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer 162240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FA-X: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) a�=; sfC}is- E3B��� Installation Details (1 Page) Load Span Table (1 Page) � �;���"� tv g�, c��'� `�, `�•" No 62240 "• STATE OF Report No. C2182-4 ©�. ,� , �.: \�zu ��`f �`�; . C p R • G Date.9.9.17 .. ���. -a FE FL 14645.E R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5'V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: 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. 7116" thick OSB or min. 15/32" thick plywood or min. 3/a" thick wood plank (min. SG. of 0:412). for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" Iona ring shank nails or #8 x 2" long wood screws V 6" o.c. (Minimum) in the plywood field and. edges. Designed as per FBC 2017. Underlayment: 'Minimum under]ayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or grater 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: 49-16 or #I0-14 hex head wood screws with sealed ivasher. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per tivletal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate r r 12" o:c. across,panel.gvidth 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 UTL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product describedherein 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 ASCB 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Tecluiotogies yMSIVIC-017-02-01, Reporting Date 9/20/13 FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based` on Metal Sales road 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' PANEL OVERLAP., 5V-CRIMP FASTENER AT PANEL FLAP SEE DETAIL 2 SEE DETAIL 1 RLUUIRED FOR PANEL / / • ENDS ONLY. - �. ' iS ..T}'L+-J��s��-'}4` J3 'SF_'•YS1.-•3`S3'*ri�•.l-�`S 9r"1� r�`r } _,.:4''.�''i. 4'`S'-§'4S'� +^�3�': }`z'i'r r''r� raT•+''•�1 )�. MINIMUM I ATTACH1.1k I PA' 11CL FASTENER PER UPLIFT JP. LOAD TABLE d Tad it 2.5" LONG RING SITANK NAIL UNDERLAYhlF.WT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCRf%'15 AS PER MANUFACTURER'S INSTALLATION SPACED 0 6" O.G. IN THE FIELD GUIDELINE, & AT EDGES M11hL 2X- WOOD RAFTFR(JOIST/ TRUSS AT MAX. 24" 04. TYPICAL PANEL INSTALLATION X-SECTION °g-16 OR (110-14 WOODSCREWS ;'IITH SELF SEALING WASHER AT IMNIMUM SPACING OF 36" O,C: 5V-CRIMP MIN 26 CA, '�.,.5 �`^� �� •` � ,fyFN�RAL NOTES: a t 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA GUILDING CODE WE UNDEtiIAl'MENT OSB 7/16" THICK (MIN.) OR (F8C), 2. ROOF PANELS SMALL BE MIN. 26 GA. (I � U;019"). LFP€CTIVE CMRIIJG 2 9 rw DETAIL 1 PLYWOOO 15/32" THICK (MIN.) WI01H OF PANEL - 2q". 3. THE ROOF PANELS SITALL BE 11-ISTALLED OVER SHEATHING t't STRUCTURE 16 Fr i + SPECIFIED ON THIS DRAWING, d, REQUIRED DESIGN V1114D LOADS SHALL BE DETERMINRD. FOR EACH PROJECT. 49-16 OR (10-m WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REf:UIREO DESIGN WIND LOADS ARE GREATER TILAN 1HE DESIGN UPLIFT PRESSURCS SPCCIFILD ON TAIL DRAWING. a� A WITH SELF. SFJ,I.iNG WASHER AT WITH SPACING OF 36" AT S. ALL FASTERERS MUST BE IN ACCORDANCE WITH TI IIS ORAWING & :THE FLORIDAI.W BETWEEN THL MINIMUM r BUILDING CODE. IF A D117FERENCE,000URS REQUIREMENTS, or 7111S DRAWING & THE CODE, THE CODE SHALL CONTROL: 6, RAFTERS/JOISTS/TRUSSES MUST BE OISIGNCD TO WITHSTANO WIND LOADS AS 9V -CRIMP 5V RI CA REQUIRED FOR LACH APPLICATION A140 ARE THE RCSPONSIDILIIY of oTWLNS, UNDERLAYMENT —I \-- OSB 7/1Fi" THICK (AIIN.) OR DETAIL 2 PLYWOOD 15/S.. THICK (1AIN.) 2 T o YI4.`CI r I a. i T_4L SALES NUNUFACTURLNG CORPORATION 5'-Crimp UpUft Loads (kfln. 26 ga.) Description Fastener Spacing along panel length Allowable Uplift Load (psi). Coverage width: 24" 6 172.5 1 - 90.0 . Panel Fastener 1 5 72.0 99-16 or�I0-14 hey head. lg 60.0 wood screws with sealed 21 51.4 washer =T . 277 ,Ti, (O' �3 -_.d 36 30.0 Notes: 1. The bold numbers indicate design loads calculated front test data with _afe:v factor of". .'. Panels must be installed as per Evaluation. Report FL 1z6=5_4' and '-•fetal Sales current installation procedure. 3. Three or more spans condition- 1216 N C_ansine Ave... Suite C Tulsa. Ok 74l06 Q� 5QC ,1 C�fr ti NO 62.240 . m u " Jit r.• S r4T:- 0j= fit! F! 1 , • 1 6d d_F= Bala Sockalineatn. Ph-D.. P.E. FF L 62240