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HomeMy WebLinkAboutProduct Approval; Roll-Up Exterior Door AssembliesiYili Ir lotM • P BCIS Home I Log In User Registration I" HotToplcs I Submit Surcharge i Stats & Facts Publications I Contact Us I, SCIS Site Map I Links Search I Florida Djj,g',�ijProduct Approval USER: Public User Product Approval Menu > Product ar Applrcation Searft> application List > Application Detail _.. ar FL # FL21450-RS Application Type Revision ®� Cade Version 2020 REVIEWED Application Status Approved r%mino <aie' mCE Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative . Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 9-Tm LUCIE COUNTY Janus International Group, LLC. 135 Janus Intemational Blvd. Temple,. GA 30179 (770) 562-6135 Ext360 curts@janusintl.com. Curtis Schroeder curts@janusintl.com Curtis L; Schroeder 134 Janus Intemational Blvd. Temple, GA 30179 (770) 562-2850 Ext360 cUrts@janusintl.com Chris Meyer 135"Janus International: Blvd. Temple; GA 30179 (770)562-2856 chris.meyer@janusinti.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report•= Hardcopy Received Florida Engineer or Architect Name who developed the John E. Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity National' Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL21450 RS COI Cert of Ind Scates 2020s.pdf Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E330 Year 2012 2012 2002 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2620 Date Revised 12/16/2020 SumrnarV of Products FL # Model; Number or Name Description 21450.1 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 8'-8" x 14'-0". Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 RS II T1012• RevD s:pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates. PE-51737 Impact. Res➢stant: No Created by Independent Third Party:' Yes Design Pressure: +24.4/-27:0 Evaluation Reports Other: Not for use in High Velocity Hurricane Zones FL2 L450 RS AE EvalRept Mode1750 1100 r5s.pdf Created by Independent Third Party: Yes 21450.2 Series 1100 Series' 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x Limits of Use installation Instructions Approved for use in HVHZ: No FL21450 R5 II T1013 RevD. s.pdE Approved for use outside HVHZ: Yes Verified By: John E. Scates PE-51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.4/-22J Evaluation Reports Other: FL21450 R5 AE EvalRept Mode1750 1100 r5s:pdf 21450.3 Series 3100 Series 3106 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 R5 II T1015 RevC s.pdf Approved for use outside HVHZ: Yes Verified By: John Scates FL 51737 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: +40/-40 Evaluation Reports Other: FL21450 RS AE EvalRept Made13100-IM r5s:pdf Created by Independent Third Party: Yes es - g o A y x z e s 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 R5 II T1016 ReVA s.pd Approved for use outside HVHZ: Yes Verified By: John Scates FL-51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +42.5/-45 Evaluation Reports Other: FL21450 R5 AE EvalRept Mode13100-IM r5s,pd[ Created by Independent Third Party: Yes 21450.5 Series 3100-IM Series'3100-IM - Impact Resistant 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Limits of Use installation Instructions Approved for use in HVHZ: No FL21450 RS II T1016 RevA s.pdf Approved for use outside HVHZ: Yes Verified By: John Scates FL-51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +42.5/-45 Evaluation Reports Other: FL21456 RS AE EvalRept Mode13100-IM r5s.6df Created by Independent Third Party: Yes 21450.6 Series 3100-IM Series 3100-IM - Impact Resistant 26 Gauge Door Assembly Max Size: 14'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 RS II T1015 RevC s.pdf Approved for use outside HVHZ: Yes Verified By: John Scates FL-51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: 01.21450 R5 AE EvalReot.Mode13100-IM .r5s.Ddf Created by Independent Third Party: Yes 21450.7 Series 750 Series 750 - 26 Gauge Door Assembly Max Size:. 3'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 R5 II T1000 RevF s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-45 Evaluation Reports . Other: Not for use in High Velocity Hurricane Zones FL21450 RS AE EvalRept Mode1750 1100 r5s.pdf Created by Independent Third Party: Yes 21450.8 Series 750 Series 750 -'26 Gauge Door Assembly Max Size: 6'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL21450 R5 II T1001 RevF s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. 51737. Impact Resistant: No Created by-YndependenEThird Party: Yes Design Pressure: +19.9/=24.4. Evaluation Reports' Other: Design Pressures listed as a test width of 6'-0". For FL21450 RS AE EvalRept Mode1750. 1100 rSs.pd pressures vs. widths, see table, sheet 1 of 2, dwg.T1001. Not Created by Independent Third Party:.Yes for Use ih High Velocity Hurricane Zones. 21450.9 Series 750 Series 750 - 2.6 Gauge Door Assembly Max Size: B'-S" x 12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL21450 .R5 Ii_T1002• RevF s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. 51737 Impact Resistant:, No Created by Independent Third Party: Yes Design Pressure: +24.4/-27.0 . Evaluation Reports Other: Not for use in High Velocity Hurricane Zones.. FL21450 R5 AE EvalRept'Mode1750 1100 r5s.odf Created by Independent Third Party: Yes 21450.10 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0". Limits of Use Installation Instructions Approved for use in HVHZ:. No FL214SO. RS. II T1003 RevF s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scatesr P.E. 51737 Impact Resistant; No Created by Independent Third Party:, Yes Design Pressure: +19.4/-22.7 Evaluation Reports Other:, Not for use In High Velocity Hurricane Zones. FL21450 R5 AE EvalRept .Mode1750 1100 rSs.odf Created by Independent.Third Party: Yes Back tSext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1024 The State of Florida Is an,AAJEEO employer. Lopyrlaht 2007-2013 State of Florida.':: Privacy Statement :: AccesslbliRv Statement :: Refund Statement 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 mall. 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 emalls 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 dick here . Product Approval Accepts:. ® M _,T.. Credit Card Safe DR6C19EfATTAC1wpA (-) FOR PUSH-UP OPERATIONL—&LB• CONCRETEUMBLOCILDEWALTSCt1EW4MT.,STxt.YPLONO FORHAXDCINNOPFRATRYY-bdlr WOORIAOOOLT.3mx7LON0 FOR ElECrRICOPERATIOR-74r BTEEU HEX DOLT. ORS. 74611IX 14A1 LONG FOROUISLDEOFGWNDRIVE&11r NOTE BAR • aa•xwHuioPENN HEADROOMDoM OlN VERRGL HEADROOM 2OA•MAX WALL OPENING HEIDIir (CIEUtOPENINGI. SIDE VIEW INSIDE ELEVATION T~'cq 9�, - OMALLa0OntL Lsm =RA1 T WEB Rti] L ass 31 .,o Ay aRU N�aK .tm wttxwUm `'° aALv.AtmlAm rtRucnaul WINROCxAT&I1rQQ "U" u SEE SHEET 2 FOR NOTES 1°F O HEADROOM REQUIRED vIVOIO HOTAR VERTM HEAOM011 110 a AL FRNamvu 11F01 rr a g, I Iva 21' m' OVER 10C' TNAL 211W a If4 OVER ITfWPU va Y a Ovm IPS TWO! a a va ouzo tf4 THRu as a a FTF: rimr, t-77 ALLOWABLE TRANSVERSE DESIGN WIND LOADS NON -IMPACT RATED SERIES 1850 & 3100 DOORS ONLY (PER MAX OPENING WIDTH MAX OPENING WIDTH DESIGN LOAD 'POSITIVE PSF). DESIGN LOAD NEGATIVE PS W.O. 201-V 68.0 68.0 9'-0' 20'-0' 61.0 61.0 10'-0' 20'-W 55.3 65.3 1 V-0• 20'-W 50.5 . 60.6 1T-W 20'-0' 48.4 46.4 13'.W 27-0' 42.9 4z9 1410' 20'4' 40.0 . 40.0 IW-W 2W-V 35.6 35.6 16'-0' 20`4)' 32.0 .3zo 171-V 20'-01 29.0 29.0 IW-W 200- 26A 26.4 191-W 20'-0' 24.2 .24.2 20'-0' 20*-W 223 223 SEE OETAAA �• I— OVERALL 2V R� TfP 31' CURTAIN PANEL �• aaol" WI AMU SORBT1r AOLTWM FYW lC7 DETAILt ASTMASS3011150 LNCCOIITEDSTEEL .PRE -PAINTED WITH FULL COAT OF PRIMERAND BAKED SILICONZED POLYESTER INS COAT 20 GACURTAIN DETAIL ALLOWABLE TRANSVERSE DESIGN WIND LOADS IMPACT RATED SERIES 1850-IM 83100•IM DOORS ONLY (PSF) ALL COMMEM SNALLBE AM AesT STEEL WORN FY•33I(SI GALVANM PERASTMAW G80 tSm tmo Iaoo RFT DlgltallyslgnedbyJohn EScatesRE MAX MAX DESIGN LOAD DESIGN LOAD [OPENING] OPENING POSITIVE NEGATIVE WIDTH WIDTH _SpSF SF "14'-0' 20'-0' 40.0 40.0 rx I• frX.tOCONNmm) cAL17HiFFLANQE ASTMAIWW WIL FYW ICG wRNVOUSFW.. WRTAN%%MTN pOTTOR BAR ASSEMBLY .No. 61737 DI Date. 2020It .08.11 11.0133 -05 00 - Cut . woe John E. Scales, P.E. �'0 i1 STATE OF lewiwillc TAX7505 ,Ste 12454 ��0�; 1APLOR%O.-.0f� FL PE 51737 ��� % JONI 1 0 'N Professlonel Englnedes seal provided only for TNESE CONFIDENTIAL DOCUMENTS SUBMITTED BYJANUS CONTAIN INFORMATION OFA PROPRIETARY NATURE .AND MAY NOT BE REPRODUCED OR USED TO MMNFACTUREANYTMNG IN PARTOR IN WIiOLE FORANY PURPOSEOTHER THAN THATYMIGN 13 NECESSARY FOR PREPARATION OF BIDS OF ENGMERINO WITHOUT THE EXPRESS PEAAUSSION OFJANUS WMCH MAY RECALLDOCUMENTSATANYTIME. wT T tt° "x3sa 103 (CONGENl OR .13X= (Stm) UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES. TOLERANCES LISTED BELOW. DECIMAL FRACTIONS ANGLES HOLE DIAMETERS aRt® 7—r �.100 IwDnm ( XOIA01 DQ 6Oi XXX aFq,03(r 8/-1/16' 0•0130' UNDER 0.251 lam, X.X)D( ♦/-0.OBS' Moa- 0:251- 0.500 !Mom OVER0.500 �na0m rROBILLARD D4-24-18 SCHROEDER D4.24.18 SCHROEDER 04-24-18 Isauctlon deta6e. —i JANUS INTERNATIONAL GROUP, LLC. 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 . 770.562-2850/Fax 770-562-2284 © 2018 Janus International Group, LLC. All Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 1850118504M & 3100/3100-IM DOOR ASSEMBLY T1015 C NONE 1 OF 2 GENERAL NOTES 1. THIS ROLL -UP DOOR SYSTEM HAS BEEN SUCCESSFULLY TESTED ACCORDING To THE UNIFORM BTATIC AIR PRESSURE TEST PERAHSDASMA 100. THE LARGE MISSILE IMPACT TESTAND THE CYCLIC WIND PRESSURE LOADING TEST PER ANSUDASMA 115• IN AN INDEPENDENTTESTING LAB CONFORNNO70 TAB 301@0. 1 DEMON LGAD• 44a00 PSF AT 14'WME 40. 3. WINO LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BYA PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CWfERIA.TIBS DOOR MAY BE USED WHERE THE DESIGNLOAD MEETS OR S(CEEDS THE DESIGN LOAD FORTHE BUILDING OPENING. 4. SUPERIMPOSED LOADS ON THE JAMBS FROMTHIS DOORARE DESIGNEDAS WHO W HEREIN. CONTRACTORS SHALL VEFUFYADEOUACYOF BUILDING STRUCTURE TO RESISTSUPERIWOSED LOADS VA Vy. S. ALLWELDING SHALL BE PERFORMED BYQUALIFIED WELDERS IN ACCORDANCE WRH A.W.S. SPECIFICATIONS, LATEST EDRIOR ALLWELDING ELECTRODES SHALL CONFORM TO A.W.G. / S.1 GRADE E•70. a. DOORS SHALL BE PROVIDED WITH LOCILMECHANISMS ATTNE OPTION OFTHE OWNER. 7. ALLBOLTS AND WASHERS SHALL BE GALVANIZED ORSTAIRLESS STEEL WTTHA MINIMUM TENSILE STRENGTH OF 60 NSI. IL DESIGN BASED ON UNDERWRITER LABORATORIES TFSTREPORTND, SV30741201307V-114 t S. ANCHOR NOTES: A EMS WENT LENGTH DOES NOTINCWOE STUCCO FINISH. B. FOR HOLLOW MASONRY. FILLALLCELLS 0 ANCHORWITH2DOO PSI MINIMUM GROUT. C. ANCHORS SFU1L REINSTALLED IN ACCORDANCE WITH MANUFACTURERS D. 2500 PSI MINIMUM CONCRETE FOR CONCRETE JAMSS. 10. DOOR OPERATION TYPE TO BE PUSHUP, HAND CHAIN. OR ELECTRIC. 11. GUIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4• FROM FLOOR AND 4• BELOW TOP OF THE WALL OPENING.. 12 TESTOOOR WALLOPEMNO SIZE: 14 •-V'X 10-0. V1.730M W4m(PLFT Lh.17071 - W.130 (FIFI VA•1307I la1RTAIN CURTNN VaA7071PiF7 vy—(PLFT VFan PLAT 14 G441MMW STEEL J4L10.Y CONCRETE!FILLFDOLOOCIWOOD48mg p1A0�._ FN 'RNGUDRMOIN[SHo%yN SUPERIMPOSED LOAD DIAGRAM oro.c.MA% .• • ®1TPHOLE' TO.0. MAX 1N•X1D• 4HOPJ C.c MAA1LG 4 _ 14 GA MINA" STEFLJAA®9 4. _ I� RR GIADEUOUNTSNOVM �1 e4AA%+EreJFnlm lL4%]CIWaOOJAu213 RN DLICEYOIPTf SMOV/N 120A(.1a51 GLIDE MOUNTING DETAIL III--• 41140 (lam) tW FIOSTINO GONCRETEJAMS _ (3,M8T FJOSTINO FILLEDBLOClJ 111 '< DEWALTSCFEWIOLT+ •. •,•, 111•X4•®C ILA% •J'S'�' WAONfl®ED4�NTOF �• 3.1(L'INBILSEMATFRW. — 14AM full — L CIWTMN La1RTA1N lS � //( '1? v^T WINDi°CFACNy1T�'D jD NA]�11 O' •:f RNETB.DNOCOATED fOVEIaDNCCOATED 12 w1 OPENING WIDTH WPa1DDLDAI•ERYDR¢R 4L4• Wa411D1•T®GLVDWORRR • O DO GLLV.SRTLMF4:aP0MCe gWTN4.314 [OIR14VERY A]TYA4S]N1IXFl.]1X51 N1M.3w" - - YIIM, SIMAW fdb FALEDSLOOCJAMB9 CONCRETEJAM65 TMFEWOEWKT ypgWEYF LN GUIDE YOIA4TSHOAN RHC3ADEHDUNTs"mm 4CAEWCfIT•WI MIN; .• OBFDYORNmNCAE1Etp (1�1 LS?fltl9.f�BffiA6 T1gEEx•aTraLTNwDaT] - 0410141E L.•^^+IfF1IP(55101D L941A10NLY.14LtFILMlmI . A—� PLDR0IIT. WDDfIJN@SLXIMEPN RNE(3.0.b.5]A@G (S") Mq 144W 4 W, ILL (yty—)�T 'WTHICKKEESN S ' I IADBOLTLO ®e Gc iwux SELF W IX14 SA�C 41L4Wit%%1• 'BOTH Louna+sl - rml 1 OMAN CURTAIN r �4f/P3 1? W OCXXSAT ATTACH Win,LOClS TTACH iRFD1ETWTlDIillFilmlePldGm RIYEIB•ACHCOATED wrm]FA07 WOO Ur . •• OPEtaNO YAOIN RMETSONCCWTFO EAICNOOONOEIs nWOLCXxOLIRAroDm 4w' Wv+ncuooEvovon¢R C— OOPNl1ATIG1 CURTAIN3N17:7 14GAM:NMUIISTE[LU WOOn JAMa99^I4 IJ1 auITx; uowTL10AM PN OMOE MOUNT1T1owN \\ "41 // No. 51737 ,a . rHEsE CONROENTIAL oocumwT3 SUBMTTTEO SY JANUS CONTAIN INFORMATION OFA PROPWETARYNATURE AND MAY NOT BE REPRODUCED OR USED TO MANIIFACTUREANY THING IN PART GRIN WHOLE FORANY PURPOSE OTHER THAN THATWHICH 13 NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING WITHOUT THE SGIRES3 PERMISSION GFJANUS WITCH MAY RECALL DOCUMENTSATANY TIME DECIMAL FRACTIONS ANGLES - HOLE DIAMETERS )IOC a1-0.03(r +1.1116* M-o•SLY UNDER 0.251 !aOU X)m M-0.Ow 0:251- 0.500 .0.� OVER0.500 'o.00S .0.003 John E. SCUtes, P.E. �] STATE OF 2560Iang Arthur Blvd, Ste 124-54 Lewi Fl. PE 5T7377505fi %w040�•.!'lORIQ:%�Q���� ' Professional Enginoafasea] ptovldadanyfor ////�SSf�N� - ? verlficallon of wlndload con=CUon dOWI9. -JANUS INTERNATIONAL GROUP, LLC. 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770-562-2850/Fax 770562-2264 © 2018 Janus International Group, I.I.C. All Rights Reserved CERTIFIED WIND LOAD RATED 26 GA. PPROVALS DATE SERIES 185011860-IM & 3100/31OD-IM f ROBILLARD 04.24-18 DOOR ASSEMBLY a2E aPFx]o rArot REV SCHROEDER 0¢24.18e. T 1015 C SCHROEDER D4.24-18 NONE I SHEE%2 OF 2 DocuSi Envelppe ID: EAICE8E2-7D1F-4C62-AA4F-BBCCD58AF9DF n �;ustomer: Edward ,loyce Date 7/10/2019 ADDENDUM 1 Confirmation of building specifications and other information Building Design Specifications Door and Window Locations FRONT RIGHT SIDE Vote: Walk door and window locations are approximate and may change slightly when installed in the field. If walk door or window -does not fall between two legs, a $150 header fee will be charged. If a window or simila :Ize frame out does not fall between legs a $70 fee will be charged. If a walk door or similar size frame out doe iot fall between two legs an $85 fee will be charged BACK LEFT SIDE Building Color Selections: Walls TBD Roof TBD Trim TBD Roof Type R .4 i - ,'BOXED'EAVE ' I VERTICAL Side and End Sheeting Type Note: Obtaining a drainage plan, site survey, site development plan, floor plan and termite treatment are Buyer's responsibility. *Note: As built drawings take approximately 4-6 weeks to complete. Any revisions made to the building after one week of the date on this document that impacts the drawings (le. a changes to building dimensions, any changes to door/window/frame out locations) WILL result in an additional charge for new plans and will add an additional 4-6 weeks to the timeline complete them. *Note: $300.00 Document fees have NOT yet been paid by buyer and will be collected prior to drawings being ordered from engineer and sent to Buyer. ,—Docuftned by: Signed I f&A-4 �w Date 7/14/2019 Eversafe