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HomeMy WebLinkAboutPRODUCT APPROVAL UP-DATED EXTERIOR DOORSV 10/21/26 FloridaBuilding.Cod eOnline.: " z : i i p �" Links ; :Search' SCIS Home Log in ; :User Registration ' k Hot Topics , ' Submit Surcharge Stats.& Facts Pubticationt FBC Staff BOS Site. Ma 11 Florida ProductApproval i, USER: Public User :Product Anmmval Menu > Prnduct or Aoolication Search > Amolicalion L151' > Application Detail a" FL FL5684=R7 ` Application Type Revision Code Version 2014 Application Status a Approved ... Comments. Archived, Product Manufacturer: Clopay: Building Products Company _. Address%Phone/Email 8585,Duke Blvd. Mason, OH 45040 .(513) 770-6062 mwesterfielti@clopay.com. ss. Authorized Signature Scott Hamilton. sham ilton@clopay.com Technical Representative Address%Phone%Email Quality Assurance Representative Address%Phone/Email: Category. Exterior Doors Subcategory., Sectional Exterior Door Assemblies Compliance Method.: Evaluation Report from a Florida'Registered Arcl�tect or a. Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer -or Architect-Na"e who developed Scott Hamitlon" the Evaluation Report Florida License "Quality Assurance Entity :.. ' PE•63286 Quality.Iritertek .Testing Services NA/ lntr . Assurance Contract Ex piration.Date 12/31/2038 Validatpo'By Gary:Pfuehler alidatiori "Chec klist -Hardcopy Received Certificate of Independence GarFL5684 R7 COI" Cert'f'cado Of" f� pp ndence Of van. FLSIpf FL5684 at10 A nlih O tHamilCOI df a ent o " Jnd en a ... Referenced Standard;and Year (of5randard) n St- ands ANSJ/DASMA 108 " i ANSJ/DgSMA 115 URIC ASTM E330" " " 2005 TAS'201 2005 TAS. 2o2 2002 TAS 203 :. 1994 1994 Equivalence of Product Str• rds. - "" Certified By " hllps:/hvuvw flondabuilding:or_NPr/pr a _ pR, dtl.aspx?pp—wGe Cap �gt45H1a2Ap3I3NPwryxCgkgyggM6Qdspn7g%3d ":W 10121/2A6 x' Florida Building.Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/19/2015 Date Validated:' 03/25/2015 . Date Pending FBC Approval 03/29/2015 Date Approved 66/23/2015 summary of Products Page 1 / 2_� Go to Page Model,. Number or Name Description FIL #" 5684.1 01 W8 09 DS1E-iF471: GD2SP, Gallery/Artistry/Expressions:.: Double -skin Insulated (exterior skin 27 ga., min.; interior skin 27 ga.. min;) Single -Car (up to GR2SP, GD2LP," GR2LP,, AR2SP, AR2LP, ED2SP,_ED2LP, 43021 6202, 9.10 wide) ]NINDCODEp, W8 Garage Door SFC68, 4305, HDGR, MFR68, 62050' SFR68 .: Limits of Use Installation Instructions FL5684 R7 li 104119-Rev04-signed.odf : Approved for use in.HVHZ: Yes Approved for use outside HVHZ: Yes. Verified By: Scott Hamilton FL PE 63286 No Created by Independent Third Party: Impact Resistant: Yes Design, Pressure: +54 PSF/-60 PSF Evaluation Reports FL5684 R7 AE CBPC 111215-A.6df Other: Max. Wind Speed (V_ult): 170 MPH. Created by Independent Third Party: No 02 W7-09 PAN-2F153: 73, 75, 84A; Steel Pan (min'. 25 ga.) Single -Car (up to 9'0" wide) 5684.2 ° 94, 98, 42, 42B,.48, 48B, 4F, 4RST, WINDCODEO W7-Garage Door. 6RST . Installation Instructions .: Limits of Use Approved:for use in HVHZ: Yes :.. -� lr 1fl17l17 Rn„1i-CI[in2d Odf' F' 7°°" '` Verified By: Scott Hamilton FL PE 63286 Approved for use outside. HVHZ: Yes Created by Independent Third Party: No Impact Resistant::Yes Design Pressure::+42 PSF/-48 PSF Evaluation Reports ��U�S-A_ndf Other: Max: Wind Speed (V_ult):-170 MPH. Optional"Impact eo. n7 ne"raor• Created by Independent Third Party: No . Resistant Glazing available: 03 PAN-2F153: 73, 75, 84A; Steel Pan (min. 25 ga:) Double Car(92" to 16'2'.' wide) . 5684:3 .W7-16 94, 98,:42, 428,.48; 4138, 4F, 4RST, WINDCODEO W7 Garage Door .. 6RST Installation Instructions" Limits of use: Approved for use in HVHZ: Yes:' �o °7 n �n:7nq:RPv15-aianed.ndf By: Scott Hamilton FL PE.63286 Approved for use outside HVHZ: Yes Verified Created by Independent Third. Party: No Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF .. Evaluation Reports "FL5684 „ �c.raor- I11215-A.odf Other: Max." Wind Speed (V_ult): 170 MPH. Optional Impact " R. 'Created Third Party: No Resistant Glazing available: by independent 5684:4 04 W7718 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) 16'4" to 18�2" Wide WINpCODEO W-:. 48,• 48B, 4F, "4RST Garage Door. - Limits of Use Installation Instructions.. Approved for use in HVHZ: Yes. FL5684 R7 ii" 102621"=Rev07-sianed.odP" Approved for use outside HVHZ: Yes .. Verified. By: Scott Hamilton FL PE 63286 Impact Resistant:'Yes Created by independent Third Party: No' Design Pressure: +42 PSF/-46 FSF . . ; Evaluation Reports Other: Max. Wind Speed (V ult):.170 MPH. "FL5684 R7 AE:CBPC 111215-A.odf. Created by Independent Third Party: No 5684.5 05 WS-09 DSIE41`M: 4400, 4401, Double -skin Insulated (exterior skin 27 ga. min--; interior skin HDG, HDGL, HDGF, 4300, 4310, 27.96. min.) Single -Car (up to 9'6" wide) WINDCODEB .W8 4301, 66,.666, 67, 67G, 68, 68G, Garage Door .6200, 6201, :6203, SP200; :SF200, " SE200 .. Limits;of Use ..:. Installation Instructions _Approved for use in HVHZ: Yes fLS684 R7 'II 101703-Revs t_si ed df un o Approved for use outside HVHZ: Yes• ; 'Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes' : :Created by independent Third Party: No Design Pressure:.+48 PSF/-60.PSF Evaluation Reports . . htosY/www.floridabuildinq.orglpr/or app .dO.aspx?param=wGEVXQwiDgt45H1a2AP313NPwNxCgkgV8gM6QdsFnTg%3d 2J5 10/21016 Florida Building Code Online Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact F0684 R7 AE CBPC 111215-A.Ddf Resistant Glazing available: Created by Independent Third Party: No 5684.6. 06 W8-09 PAN-2F353: 73, 75, 42, . 1428,6RST Steel Pan,(min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODEO INS Garage Door Limits of Use Installation Instructions Approved. for use in HVHZ: Yes 1L5684 R7 ii 101296-Rev14-signed.pdf-" 'Approved for use outside HVHZ: Yes: Verified By: Scott Hamilton FL PE 63286 Impact'Resistant::Yes -Created by Independe'ntThird Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports other: Max. Wind Speed (V ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.odf Resistant Glazing available: Created by Independent Third Party: No . 5684.7 07 WB-09 PAN-2F143; 84A; 94, 98,Y[SEeelPan•(min:•24 48, 4B, 4F, 4RST (solid doors) ga.) Single -Car (up to 9'0" wide) CODE@ WS Garage Door with no glazing Limits of Use. Installation Instructions Approved for use in HVHZ: Yes FL5684 R7 11 103287-Rev04-sioned.adf _ Approved for use outside HVHZ: Yes: Verified By: Scott Hamilton FL PE 6328.6. ImpacYResistant::Yes Created by Independent Third Party: No Design Pressure:;+54 PSF/-62•PSF Evaluation Reports : Other: Max. Wind. Speed (V_ult): 170 MPH., Solid doors., FL5684 R7 AE CBPC 111215-A Ddf Created by Independent Third Party: No :. / 5684.8 08 W8-09 PAN-2FI43; 84A; 94, 98, 48, 48B 4F, 4RST (Impact -resistant Steel Pan:(min.-24 ga.) Single -Car (up to 9'0" wide) WINDCODEO W8 Garage Door with Impact Resistant Glazing glazing) Limits of use Approved.for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant:; Yes Design Pressure:.+48 PSF/-54 PSF Other. Max. Wind Speed.(V_ult):_170 MPH. Doors, with Impact Resistant Glazing. : Installation Instructions FL5684 R7 li 103547-Rev05-sioned:odf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third. Party: No Evaluation Reports FL5684 R7 AE.CBPC 111215-A.Ddf Created by Independent Third Party: No. 5684.9 09 W8-09 DSIE0-1M479: Coachman/Settlers/Affinity Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga..r iin.) with Overlay Single -Car (up to 9.0"•wide) WINDCODE® W8 Garage Door Limits of Use Approved'for use in HVHZ: Yes Approved for use :outside: HVHZ: Yes Impact Resistant;: Yes Design. Pressure; +54,PSF/-60 PSF Other. -Max. Wind Speed.(V uit):.170 MPH. Installation Instructions. - FI 5684 R7 11 '103436-ReJ02-stoned odf Verifled, By: Scott Hamilton FL PE 63286 Created.by Independ Party: No Create. , ent Third Evaluation Reports FC568a R7 AF cBPc i112i5-A.ndf. Created by Independent Third Party: No 5684.10 16 W8r12 C-DSIE-SF447: 3200, ... Double -skin Insulated. EPS (exterior skin 24 ga.. min.; Interior 3205, 3220, 240, 240G ski.n' 27 ga. min:) WINDCODEQ WS'Sectional Door, up to 12.2" wide, with optional Impact Resistant Glazing Limits of use Installation Instructions Approved for use in HVHZ: Yes, HVHZ: FL5684 it7 Ti 101705-Rey08-sioned.adf Verified By: Scott Hamilton FL PE.63286 Approved for use outside Yes Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +52 PSF/-58 PSF:.. Evaluation Reports Other: Max.:.WindSpeed.(V ult): i70.MPH. Optional. Impact ;FL5684 R7 AE CBPC ILIZ15-A.ndf Resistant Glazing available. Created by Independent Third Party; No 5684.i1 11 W8=12 C-PAN4E448: 524, 5io; Ribbed Steel (mJn. 24 ga.) WINDCODE® W8 Sectional Door, 224, C4ST, COST up w in" Limits of Use Installation =ns%xuctions Approved for use In HVHZ: Yes Approved for use.outside HVHZ: Yes FL5684 R7 11 10264s R. 07 sinned 1�1f Verified By: Scott Hamilton iCoe63286 Impact Resistant: Yes Created by Independent Third Partly: Design Pressure: +50 PSF/-56 PSF Evaluation Reports other; Max, Wind Speed_(V_ult): 170.MPH. FL5684 R7 AE CBPC 111215-A.pdf Created by Independent Third Party: No 5.684.12 12 W8-14 C-PAN IE-448: 524, 520; Ribbed Steel (min. 24 ga.) WINDCODEO W8 Sectional Door, 224, C4ST, COST 123" to 14 2 Limits of Use Approved for use:in HVHZ: Yes: Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-56 PSF: Other: Max., Wind Speed:(V_ult): 170. MPH. ------------- InnaNlation rostiVCtions� FL5684 R+^ sa .no ,oQ Gn�in3-stoned DdF Verified• By: Scott 3286 Created by Indepe de ti t q i NO Evaluation Reports FL5684 R7 AE Csa itI7l5-A.odf Created.by IndependentTv*d Party: No hops`l/www.loridabuilding.orolpr/pr app dd.aspx7param=wGEVXQwtDgt45H1a2AP313NPwNxC4kgV8gM6QdsFnTg%3d a�5 16/21,12916 Florida Building Code Online 5684.13 13W8-16 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min., 24 ga.) Double= GD4S, GR4S, E4S, ED4S, SS4, AR4S Car (up to 16'2".Wide) WINDCODEp W8 Garage Dgor Limits of use Approved for use in HVHZ: Yes. Approved for use outside. HVHZ: Yes , Impact Resistant: Yes Design. Pressure: +46.6. PSF/-52 PSF. Other: Max: Wind Speed (V_uit): 170 MPH. 5684.14 14 W8-16 DSIE-IF471: GD2SP, GR2SP, GD2LP,:6R2LP, AR2SP, AR2LP, ED2SP,:ED2LP, 4362, 6202, SFC68, 4305; HDGR, MFR68, 6205, SFR68 Limits of Use Approved for use in HVHZ: Yes . Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:-+46.6 PSF/-52 PSF Other: Max. Wind, Speed (V_ult): 170 MPH., 5684.15 15 W8-16 DSIEO-1M479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant:;Yes Design Pressure:.+46.6 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH.': Installation Instructions FL5684 R7 11 104067-11602-slgned.odf Verified By: Scott Hamilton FL PE.63286 Created by Independent Third, Party: No Evaluation Reports FL5684 R7 AE-CBPC 111215-A.pdf 'Created by Independent Third Party: No Gallery/Artistry/Expressions: Double -skin Insulated (exterior skin 27 ga. min,; interior skin 27 ga. min.) Double -Car (up to 162" wide) WINDCODEO W8 Garage. Door Installation Instructions FL5684 R7 11 1'04038-Rev02=s1aned.odf . 'Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL5684 R7 AE CBPC'1I1215=A odf " Created by.Independent Third Party: No . Double -skin Insulated (exterior skin 27:ga. min.; Interlor skin 27 ga. min.j with Overlay Double -Car (9'2" up to 167' wide). WINDCODE® W8 Garage Door Installation Instructions FL5684 R7 11 103560-Rev04-signed:pdf 'Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation R7 Reports. FL5684 'AE CBPC 111215=A.6df :Created by Independent Third Party:. No 5684.16 16 W8-16 DSIE-11`171: 4400, 4401; Double -skin Insulated (exterior skin 27 ga. min.; interior skin HDG, HDGL, 4300, 4310, 4301, 660 27 ga. min.) Double Car (97"to 16'2" wide) WINDCODE@ W8 66G, 67, 67G, 68, 66G, 6200; 6201, Garage Door 6203, SP200, SF200, SE200 Limits of use Installation Instructions Approved for use in HVHZ: Yes : FL5684 R7 1T 101488-Rev13-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE:63286 Impaet Resistant: Yes Created by Independent Third Party: No Desigq Pressure: +46.6 PSF/-52 PSF : Evaluation Reports Other: Max.. Wind Speed (V_ult): 170 MPH. Optional, Impact ' FL5684 R7 AE CBPC 111215-A.Ddf' Resistant Glaiing available. Created by Independent Third Party: No 5684.17 17 W846: PAN-2F143: 84A, 94; 98, Steel Pan (min. 24 ga:) Double Car (92" to 162" wide). 48, 48B, 4F,:4RST WINDCODEp-W8 Garage Door Limits of Use Installation Instructions - Approved for use in HVHZ: Yes FL5684 R7 II 101300=Rev16-signed.0df Approved for use outside' HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170. MPH. Optional Impact .FL5684 R7 AE CBPC 111215-A.pdf -.- Resistant G►aiing available. Created- by Independent Third Party: No 5684.18 18 W8-18 DSIE-1F171: 4400, 4401, Double=skin Insulated (exterior skin 27 ga. min.; interior skin HDG, HDGL,, HDGF, 4300, 4510, 27 ga. min.) Double Car (164" to 18'2" wide) WINDCODE@ 4301, 66, 66G; 67, 67G, 68, 68G, W8 Garage Door 6200, 6201, 6203, SP20D, 81`200, S E200 Limits of Use Installation Instructions Approved foe use in HVHZ: Yes FL5684 R7 11 103028-Rev08-sinned odf -- ' Approved for use outside HVHZ: Yes: Verified By:, Scott Hamilton FL PE 63286- Impact Resistant:.:Yes Created by Independent Third Party: No Design Pressure::+46 PSF/-50,PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH.. FL5684 R7 AE CBPC Ill 215-A odi Created by Independent Third Party: No . 5684.19 19 W9-09 PAN-21`143; 93; 84A, 94, Steel Pan.(m1n:24 ga.) Single -Car (up to 9'0" wide) • 98, 4F, 4RST, 48, 480; WINDCODEO W9 Garage Door Limits of Use Installation Instructions -Approved for use in HVHZ: Yes FL5684 R7 11 _i01706-Rev13-signed ndf Approved for use outside HVHZ: Yes,: Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +62 PSF/-72 PSF Evaluation Reports hUDs:/Auww.floridabuildinq.orglpr/pr am-dll.aspx?Daram=wGEVXQwtDgt45H1a2AP313NFwNxCgkgVBgM6QdsFnTg%3d 4/5 tiU/21 16 Florida Building Code Online Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A-r,4 Resistant Glazing available: Created by Independent Third Party: No.: 5664.20 20 W8-09 PAN'-2F443: 134S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-- G04S, GR4S, E4S, Em, SS4, AR4S Car (up to To" wide),WINDCODE@ W8 Garage Door Limits of Use. " Installation Instructions , Approved.for use in HVHZ: Yes F05684 R7 II 104121-Rev03-signed.Ddf Approved for use otitside HVHZs Yes ,i. Verified By: Scott Hamilton A PE 63286 Impact Resistant:. Yes Created.by Independent Third Party: No Design Pressure::+50 PSF/-58 PSF Evaluation Reports Other: Max. Wind Speed (V_uit);: 170 MPH. - FL5684 R7 AE CBPC 111215-A,Ddf Created by Independent Third Party: No, Go to Page 1 -40 :10 Page 1 /.2 contact us :: 2601 Blair Stone Road. Tallahassee 002399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CODvnght'2007-2013 State of Florida..:: Privacy Statement:: Accesslbillty Statement :; Refund Statement - - - Under Florida law, email addresses are public records. If you do not want your e-mail address released to response to o public -records request, do not send electronic r% mall to this entity. Instead,: contact the office by phone or by traditional mall. 11:you have any questions, please contact 850.487.1395. 'Pursuant to.Section 455.275(l), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must pmvide,the Department with an email address If they have: one.'The emails provided may be used for official communicatlon 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 arc a licensee under Chapter 455, F.S., please dick herre . Pioduct Approval,Accepts: Credit Card :. Safe W. https Avww.noridabuildirig.brg/pr/pr app_dU.aspx?param=wGEVXQwt)gt45H1a2AP313NPwNxCgkgV8gM6QdsFnTg%3d 5/5 MODELS 24 GA - .25 GA :. aIt Isar cr urAa n[sarAKY'c�+y b uCv (4tt . SCSCR1Pi7DK: , . .. 84 4, :. jTPG 15 KyL7OW vC1. I CZ i£iw ( r sI -t Wr St 7A )_' TKYJ �[ , CLOFAY 73, 75." . ' 4w[ tN1EtaAEpAtE St LE EETNEEN EACH o v E o�D YLr2JJ1L"AN Mr_ta2a tcs TT/30/07 .... COMPINED. CLCrAY, HOLMES, AND IDEAL AVN, HOLMES NOINAN 12 IDEAL 4F,:4RST 6RST _ : d00-L-L0C. (tOP CJ 601) AND URETHQIE : - ; . _ :SEE SVCT- rt Sat a'i-ss--6el D'.IEW.-L. �`' _ ' ; 07/07/08 ; " " ADOED IMPACT RESISTANT • LITE OPTION; Ih�LASED YAK. 1405HT,, - � A0tfSIvL (ALONG CENTER}- SEE TAME 2 - - :. 13 )IDLINCS.. aa; 456 FOR IE,roLs �Ec�I r=s*c�ER �co1= Iis OPTIONAL IMPACT. CTI . RESWANT.. GLAZING is oaj14/car accED MIN 42e ArJD 4ae. w "- 42, Y28 .... IAA iLt PS v,nK CCIP rvPd1 A-T H . " 16 GA_ PAINTED END STILES, . AC ED TO DOOR" •.. " :E.lavol cCfS FOR 7nL5[ (7) SF7N N7TH-PATEtTTED TCG-L-LOG SYSTEM ONER w Cf IWPAOT-NL':15fANi CV•ZitJ3:IH � E3 TOP 5[:cilav .. 15 10/2i/11, kt*-EO STRUCTURAL MTES FOR ]saLL;.UY(7ATED:wIrTOSPEEDS. AhiORi PANEL' .. . ' I alll TRA, 04 (TOP, BOTTOM: a CENTER). :. . + KtJ ffi1 -t =DIE- P SEC11ON: (NOT SHCNN). . .. A FOR OtiAts. 18 GA GALV. DOU:aLf ENI7510.E5 IXV'O 4ERTICAI. TRACK. C1AZN'nG�15 1INJEGTdON VETOED Cc ILE)IAf . - (RICKS/$�,F.J•C-ET .UETAL .SCREWS - .. . ATTLCJIED TO dCP AND DOTTOM RAIL - " , ... J SLx2432T.:AN APr man .. .. . .. ._ _ 2 ... .. .. WITH PAT TOa-L-LOG SYSTEM. H "' SECTION 8 ASSE E i6 d: & 6 R :. - - - 2" THICK ' INTER. STILE E SNAP Y1RCH ON SEE PLASMN IN ACCORDANCEASSE WITH .9C/F6C 05.:. _ SIDE OF DD'J. : SEE ° AN B fai kELY OE74i,5. ETA_ - NEW '.9' ; . OUTSIDE t1EYED .END o�„ L- .. uCIAT.6 [ [av,+.[ - - • -1/4':Tj4'' SELF . . llN.mr"rt�[ ..n naNl. .r - • i - - -VIEW! 'C' .. I [AND'r .. . 'STILE .ae-n rcTAt �; [Ke»ea caaalmt: rAAnr: . - .. 7A?F.ItiG Li"CFJEWS..... - .D, ,..m - ... ... ... .. 14, C•A. END KNGES. '/9 fA-. 11ITEAMEDUL.E ham .. .. ;Arw „O .. .virw C .. . . LCCK PasmaN 3d@['SLk$) Tnp OUTSIDE KEY£0"LEEK " "c[ zc.»t,: Mk ct." HANCSE:' _ J: ?.� . ... ... .... - . "POINT LO; KIti' I0.g OODJ TESTED s �L.ATCH" LOG.[ OPTION .leg sa,t4r sww. ... .. - . ZR 0OVIR DENTS W SECTI7N .. ... :: ... .. -CA .. .. .. x D,..' - _ _ _ _ - .I . 2DY LOCKS HATS: .. .. .. .. •.•Rcr:�wav .. .. .. .. EIA,C 2RAACCKET AT ACHED AVf ER 8azrf, - .. .. .. ((6� yU r = G't Sfa' NN: EN:V.EMExt CO"R END o"aaa Ma x:° �"'O� a R"'G" "T"',v'° t "" S7rr[T :METAL SCREWS. AO.IUSi lDA_ ^�.1 E.ATTAt76_D 7 .. .: vo r4 . 7j.• M,v HA,aY4.OL SLrir. I_ 6' x TPa-T'eD FDA FORCED ENTRY N7M VEWME-S STILE ia..,"s r�uae. . TO TOP @RktacEd .R1TH 2} 1 j4'c1 j2' @b155 AND. EUrif CUTSPE KETED LOCK Aw 1NTE@ . I �; c WIDE. OCLCLOCK of71DSs STr2-t/2- .I -L • - -^.._ : (`�'1E LAYOUT LC EACH. LOCK FCR .. LLtt . : NUTS FER iL'.fjt m --- -_-_ __ OCTgLS). OUT .... ... Ss[P TAP JODJTS ET -4 {- 5/a" virP.) . ... ... ... - LAN.. .. .. --- .. .. ... .. :. A OPTIONAL OUTSIDE KEYED LOCK POSITION - .. (2) LNR TOP BRACKETS VSFD 7S � DiF. NAx. DOOR WIDTH = le'-2' iNN q IJCE'ECLT 6r�LL C-CHiN.tiL ER BOTTOM DR1lkEi. MODELS vntN' S' 7fiACK u_£ (i)END v STEEL OPT[ tltJAL.vEfas ... ro46E FLEYALYINS. ' 3-.IN ROLLER CARRIER PER SIDE. ::: . ' .S TO VZRACA L 14 OA. GALY.:ROLLER HNGE,::: " :. IpE_KEr�D�fnnK RAK rib r± GN " T LTxK 11AH Llv H11ic J .... 16, pA..-.,. EL EAF..Ff SEE � TRACK,: E � .EACH hINGE AalENEO O END TABLE � 1 of DOOR. : LOCK cra : surfs wl(gb 9146/8` SHE[T: w[Tru. .. . .... . .... 2x6 JA�MAF3: fiC SUPPOWTiNG STRUCTURE ATTACFiMFNT �" L15TALj4F RETNL .IONB4A. <BA89�15COL'.CRAIN TF7tTIJRFzPANPAINTl4f�sa. - -.- N176D7RA1rJ IEXNHF. FLUS4 PAINTFO STILES 24 GA .. . 73, 6RST 75. 42. 420 NYJDDC.RAIN TEXTURE f1AYoE7? PANEI'.GALV..STILCS 25 GA... _ - wc10E Stl(IE CELL. :. .. .. :. .. :. :. .. 4CNK OPTAV. ONC.6' TALL C-ClhltalEL PER DOOR SECTON. .. .... ` ... .. ` .... W TAPP E S N• (1)'1/4'x3(4" SELF:' 1180 SCREW PER TILE IGCAtfO. IEEE VIE D'):. ..-. .- .. ` 25 GA. Niv ¢-90 (CZ EOl!fAALEtiT) - ttLl/4- WEE : f6 CA. CALY. CRAP. (7) PER 6203 SSCrrN. OPTI NAI: (D) 5fKA" CN:2ND EX*.ERICR STEEL 'SHIN 1AITH BAKED -ON (LCCt) SECTION (S� OJS17E EI£VATION). EACH STRAP ATTACHED WITH; (3) 1/i'r3/4' srtf PROJER AND A BAKED -ON POLYESTER 7Ar43N. SCREWS (TWO S[h'iws TO DLO$ CtJE SCREW TO C=[WNMI). PaJtiTEO TOP COAT APPLIED TO BOTH s.,FCI� R:aursuEN s roe Ixtas WITH "ernDNA1 nr�rc: aEvsT NT [ITEs: FOR 51RA+S AT (NOT TO B� USED FOR ATTACFeI,JENT OF TRACK TO 2.6 VERICAL �ANBS) ' seetar:Jx:utrs?I te• Jp 2t'!I�! 517ES OF STEEL SION, CEWR C.''OZOP., TOP AND 8D1r01J SCREWS SHALL SE REPLACED BY 1/4-20.5/II Svs AND FASTEhfD WITK 1 I/i- (JUT EMH A CLEARANCE H"L'' 10 JW C14.) MAY BE CRLIED fOk ` ` ' ` ' ` LJAXIMUM - .... .. .... . .... .. . DIN. No: Cf ON CEa?ER• :. FASTENERS DISTANCE 1' O.D. - PER VERTICAL EETH_EN " : WASHERS BUILDING TYPE FASTENER TYPE (ASTM JAMS FASTENERS REDUIRED? W071 FRA4: '" If :v EMBED IA3 "FCn'FJY T1 7 - ,R A - -- 1G' YES- Q OOD P51 N. CONCRcT' 1 4 K. 1- .4 MIN. EMBED TAPCCX; CONCRETE .ANCHOR :. 10 8-T 4 - YES - C-9D RI n& t1 x 1:-3 4 MN. F.URFD RALI1 O : `f H ; 127 - 2ULYJ PSI .MIN. CQ1'CRETE 3/ *. 7- 4 WIN. WLU RAWL LUGS ULl AmcFOR BOLT *CUD SERIES)" i t a. 1). d1L THE LOAD FRpN TIE OMIt IS TnaH fRtJCO TO TtlE ::BALK AND THEN:FROM THE TRACK:TO THE 2z6 .. . .. .. .. YERTIGIL 14MBS (CRAACIE.2 CR EETTfR YELLOW PPJE).:.NO (CIAO FROM THE .00R G TRANSfERRRED. TO THE HORIZCNTAL (700) .Lily]. .. .. .. .. DOCK. HEIGIit " NUMBER OF ' �EC71pN5• 50 70 Tn 4 7.5 TO 89 .5 ' -A~O T 1 6 6 IOA T 12-3- - 1 '6' TO 14'D':" a 14S TO�15a4 A.... 1 10 ' EACH SIDE AND (2) i! `K3/4` SELF TAPPING SCREWS, TABLE: 2 :or DOOR (SEE.1ml "B) SECTION WIDTH ' I}:INTER'. STILES PER' SECTION :9 INTER. HINSES: :(PER JOINT) : LT STRIPS (PER 'C-CI INL .. ' 1 T . - 14'Ir 1 1 .... - THIS D 0 N } . J1L HLDUIHlMENIS Ot'.. LHE .. -. - - .... ... .... WH FASTENER,{ } LARGE 1&STILE IMPACT AND 0fCIUC -TESTING 13 A.. GA Y.-STEEL OCTTOM .RACKET. ATTACHED 'RITE: (2) f l.4-1/8• SHZET LJEiA.L $rnws, . 'ALU.4INUM EBTRUSION Jk NNYL WE6.iERSTRIP. SCCTI04 A -A (See Y AN . . LHR TOP BRACKET" ATWHED WITH (2) .. - . . :1/4'z3/4' SELF: TAPPLYG SCREWS" .2) EACH YER7tCAL.JRY3 SEES A kLVtrkVLJ CESIGN LCA9 OF r33G LB @ -7P4 I.B. FER UhEAR'FCOT Cf JAYB. - - - - - - 3) ALL JAMB FASTENERS NAY; SE (RUT N07 RECUCJLO) COUN:ER9JtLt 70 PApdCE A FLASH NALINTdJS SItR ¢C£ : " : ; : :: ::: TRACK GOtJFIGIIRATIDN� L101)RS ILO TO T4'O" HIGH . - LIIR: TCP BRACKET' TP.AfK CONFIGURATION- D06.45 LIP Tp :1o'O" HIGH .:. .. :. .. .. :. .. :. .. :. .. :. .. :. .. :. .. .. .. .. H .. .. .. .. .. .. DRUPES OR120NTAL MOD FRAME BUILDINGS - {-(NO OAD FIXIM:00M _ .. TVA,:< coNnouPA.xiom AeaAt: .. - TRACK t��tGURATJa� rtlor . 2.6 LYOCO JAMB StfALL:BE ANCIICRED-70: STRUCTU.x.L WOCO'FRAUZ ELEMENTS. STRUCTURAL WOOD Fa'UOr:: +" ) THE: DOOR OPENING OCES NOT - THE DOOR OPENING OCES NOT:: .. .. ' ELEMENTS TO BE CESrGNEO 5Y FJUILDNG PSOFE551CNAL OF RECWTD_ AFFECT THE KIND LOAD RATING. AFFECT THEXTJ'XLOA+D•RATING. HORIZOWAL TRACK SUFPORT BY 040q IN5TALlEt? (TO -SLAT) TRACKL I F .rltA . CEMEf[ IOJJG'kECU:4E0 i'D4 61.00K WAI_I_ OR CONCRETE DOOR CUNTERBA(AJCE SYSTEM LQY ,ZHEd2�CO3i 4PJ]fAl! H�" . . 2.6 WOOD JALIB'SHALL .E ANCFYJRED TO GRcvr REINFORCED BOCK 'Nm-t OR CONCRETE COLUMN. STLfKK WALLS AND CONCRETE COLVUNS TO *BE DESIGNED DY DURDtNG PRCFfSS10NA1 OF_RE[OR[7_ OOUkG�Cv'R _. D C FA57 ENER. :. :. :. - JAM@ PREPAt�4TI0N NOTE ' :: TYPE OR 12 CA. 1C<! 5T fl CRNTINU�IUS:ORA ET ... • I'051z:NTAI TRACK: _.. THE METHOD. OF ATTACHMENT 714E SUPPa�71NG STRU[TURE .LF tHE PRESSURE TREATED 2z6 i5li0D IrMCK TAPERED STEEL Ati' E T'vt'[st ' 'pit .. NIN.. NO. - .. :. .. ��n 1-5/fl' z 2-3fa' A%3LE. .. :. S S F03T BY COCR JAMBS- SHALL 6E AS NOTED ADM OR* APFRCI.EO BY AN APPROPRIATE DESIGN P.40FES TONAL w0 IN CF FASIENERS VEkncAl/HCfS3OATrL TPASJL Iv 0L TER (TO sell) ACCORDANCE WITH CutAENY 9w1pING:CODES FOR THE:LOA05 USTEL) ON THIS DRAWmG.:P:cPARATItlN DF PER VERTICAL JtjNcrlm two 1 4.'BOLTS 14' WAXIUUTA SPAbfM : " . FFOW LAST NAl1NllN3 JAIH.S .1' OTHERS YKE DESIGN: OF THE SUPPO,'2i1NS'STRuCTuRAL: ELEMENTS SHAE7;: RE' Thc. ' ' ' " _ :: .AUTO .. . - - .. - ' &[ RU7s FOR EACH IRAl.'K. :CLOT TO TRACK -JJt GIkDN - . :RACK CP4FGURATION - - RtSPONSt@RITF.OF THE +riOFESSIONAL OF RECORD FOR THE BURDINP.CR STRUCTURE AND IN I. ACCORDANCE WITH CURRCtIT BUILDING, C00ES FOR: THE LOADS LISTED ON THIS ORAri1TJ.9: MAT.. O.C. o �. 1 : DOOR ir' Opp? tERncu .... ` ` _ .. .... ` .... VERTICAL 0 2 _ 6EIGG O 12 RCtsT tUCN I 2x$ [AL JLlJT9-:. Gr1'! STEEL _ rD015gfVL MMONG kols: f LEkGTN ... .' .. - .. ... - .. hTCKN SPACED. AT ' CENICRS.. " ALL IN,TUNUNu^ OF WCY.; "LES, t1DR2ONTAL TRACK SUPPORi S. AND ALL "OTHER COOK.... � .. . - � . - . " ... a .. UHARDWARE TD BE INSTALLED PER CLORAY INSTALIAnCN INSTRUCTIONS SUPPLIED -WITH 004R R. �-"" e - SYSTEM UNLESS. OTHERYBSE NOTEP. n` " j p B - >gB [2 ON CENTER 2' _ TRnt?T, pe Z. STEEL :TnACK 7 Es5'-'083' K -ERACKETS:O.R 7 i MTAHrE JOT 4 RAC E EN C.C. WKE /CLIPS _ T x - ... � .. T. F .t4" h T � h�v7 AT n� .. :. .. .. :. .. .. .. .. .. .. .. .. .. .. .. .. .. NETS .. ,, wN .. .. .. _ - . C -:MCA f RACK s COCK"a lA TO 7'0'- HCH-HALE w(6} :RACK [37A.0 AttO 41 L 1. TRJ^ ... . 1:: CCt.YJ tivEe$.AP (EACH SIDE) ^- -- . .... _ - " ::: - :. [ y I�L'An' eRniK j J ��s�Att ;]7 r a 6 • •:: . STOP MOULD!hK. BY DOOR W51ALLE4 (r0 SUIT) - ] s ".. ONC 5fIB' K J-S/JI LAG SCREM' SPACED AT ME SALIE .. .. JAM@ CCfJF1GlIR4TCN:. .. .. .. .. .. .. .. - J2�•�•_ 06rAVGE5 AS )tIE'TmKCx IiWS E:3-1/2 10', 72`, IL4ACKeis AND .. .. "IC CA. CWV. STEEL END STILE , .•C,r _ ... _ D. <. (ti . 2•6 WOOD ,JAMD 19 Eli GALV_ STEf,L DOUBLE END STILE *, ~' �f9 .` . i 1 1; 34', 46". ETC), ApORgtJl4 LH( ?CREN5 IGCAtED AT 151, SEE .IAMB PREPARATION ... - .... ! r� Zt1'. & SO fIlICIJ OOTII U. ALSO TWO IAC SCREWS LOCATED I'M" ASSES 20 GA GALV. STEEL INTER. SiliE - J= '} = �fta� Agbd v[RI*k I4fh2OKrA: TRACK vrrnaN. OFIVOOMi 12, CA. ICIa. LY. STEEL' 1 4 r OPTIONAL 12 CA, GALV. STEEL TRACK =, tmuous. ANGLE_ FAS7ENEO TO 'AYYJD 7ACKET$ FASTENED- TO t517PD ,IN/.'s - r N ENGNr S : L :AI+B wm1 5(16`A1-s/a" Irk SCREWS vO7 KETS FAST i6"TO SCREWS �' .�s�col� LTON. �� DESIGN LOADS: +42.© P'.S.F, & -48:0 RS.F. ' h10T WI 511 14" D.C. AC: SfJRCCTS .. .. .. a - .. .. tj) O.RtL� P E.. ZZ:DS �., - , TEST' +6 5:F; & -72.0. P.S.F. .NLGLE PAY DE - IRE ATYD OUT FOR: JAMB - - 7 tg'-LD, A00N7 P;P>i ma .. -. - .. .. . - - - - - _ _ TO STRUCTURE ATTrf_KMENT P01tJi5 a .LCCIc NUT tASIC*ER 2 GrrY. .PEEL iEL1Cii FASTENED TO ... ... ... (Pl/yl Nut 5F1✓AN). ::: PuSH hut, OR LOCK .. 12 GA, GALV; :STEEL TRACK BRACKETS. .. . ,: �x E DSc : 3 0 P A T .L .. :.2' GALV. STEEL: TRACK .FASTENED:. .. .. :n-YF FASTENER TRACK A1TACh.'ED -...EACH BRACKET.. :. .. :. .. _ � , �. ,•E'j - A n6�cr vLKMOS[ a.Tlzli 11 Timm ng- 10: 12 C»L LAIN. STEEL: TRACK CLIPS:. 14 CA. UALV. STEEL ROLLER HIHGEs : (LOCK NUT S"Cmw)� : 'AITAI ONE t/4 *5/8' DOLT &: NUT - - ®, CLT]PAY I3UiLbJNG P 1 AUC S C9kSPflivY. ,1wLrF: PWA.AN=2T . 53'�' TRACK ATTACHED ATTACNEO 70 EACH CLIP FASTENED TO END STILLS Y!/{q EACH Cdi TWO I/4' CrA JTLciS. 8585 DUKE 3LVD, - • oh.Y : W 7 16'2'%li X 16'0"H METH 0,1E 1/4.5/8` DOLT do NBA_ ::: g14zbjjO" SHEET PMAL SCREWS AND TB CA.: CAV. STEEL CMER INT� � .: - -.: � , " � 61h$ON, OH 4504G+. r' :a: a - 1 1 /2.1 f 9�4 � OESCRIFT7Eu .. EA!_H.iRoC.K CLIP ATTACHED TO : • ""(2) I/4 SELF 7APFITIC SCROVS PER END HN•OE. FASTEN T� TO INTER, STILES 1Y/ `} , _ CIO .��y , %� J5131"7TD-484D Genvk ;r. e CONTINUOUS JIf1GLE lYliH J14.i" 3 $HEFT METAL: SCRE'4,,. l I - ` 2 'IN PAN t42/-4$ 16-2'X 16-0' 27 Oa. LONG STET :STEEL REALER wRN.SICEL 0R AYLCN: TIRE. .. .. F� f ` � .. A..T .. t , I • .' .. (2) IJ4LwA"TLtrls PER ),LIP. POLtiR Sukt. MOVE VCu Tr.REAOEO COO USE W111J 7/1G' NUT 03 QG1I�dltlg Pi-adUCfS DPAVLNs hliN7ET• ,nk SM?L[ HAVE: A STEM ENOWIT FOR USE WITH A 7/1G` PVyINUT. ""' "' -"'" .. - cxrV u�:'Y1 Company IE3{; . -..". EJ;cr Ca,FcwCun .<IJ � RT;nIa Rnn.cy. . " � .' 1U1:3i19 N4S IXAi'NEEIS a4 ExCELOS THE VESIGN LNt3S Fag i E USIED:EELCW ACCOtRDIM310 THE FLCRDA SLILONC CCCE OR TmE IMFP.KATIO.X y BUL'OING CO3E (9A^,EO ON ASCE7-16) :OR TJ:E FOLLOWINO COId7Ra0tAF, 1)::: ENCLOSED SUEDNG. 2) DOER HAS 2'• OF WIDTH Iv ETWIONCS EEO ZONE;: 3) ANY ROOF SLOPE, AND-4) TESTING IN ACCCROANCE WITH NYt%DASNA 108 AND:. AK31/OASMA IIM SITE-EF:CFIG CALCULATIONS SY A OUQIFIE0 CESICN ULTIMATE vIND SPEED WN0 210 750 I6S l7O. ISO ERPtlaWC LEVEL.. . 'H ...0 C ... ` O ... D - ` MEAN REEF HEICHT 3Y :. IS' .. 3q•:. . - ID' :. 30' - - G C)U3f�WL 1;,4