|
<br />MODEL: 110RW4 (25 GA.~ 5TE.EL SKIN)
<br />MODEL: 120RW4 (24 GA. STEEL SKIN)
<br />r OPllONAL DSB GLASS OR
<br />1/8" ACRYLIC LITES AVAJ~~E:
<br />(so:o: SEC;T!S"~ 8-'8)
<br />(1) INTERMEDiATE STILE -7 .0 C;" E LE AC D TO DOOR
<br />ATIACHED W/ TOG-L-LOC (TOP .. BOT) I' '\ ~'",;A. MIN. ND STII S ATI HE
<br />,0 OL SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA MIN. STEEL
<br />AND URETHANE ADHESiVE (AL NG CEi'TE~; _ A TOP BOTIOM & CENTER). SKIN COATED WITH G-60
<br />, GALVANIZING, BAKED-ON PRIMER,
<br />AND A BAKED-ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN.
<br />
<br />
<br />'0
<br />I
<br />'"
<br />
<br />f-
<br />I
<br />o
<br />[;J
<br />I
<br />0::
<br />o
<br />o
<br />o
<br />
<br />LOCK POSiTION
<br />(BOTH SIDES)
<br />TWO POINT lOCKING
<br />
<br />ONE 3" tALL )( 20 GA.
<br />50 KSI MIN. U-BAR
<br />PER DOOR SEC10N.
<br />&
<br />
<br />
<br />~
<br />::;;
<br />
<br />END ___
<br />ST!LE
<br />
<br />1 SUDE BOLT
<br />lOCK ENGAGES
<br />!NTO VERTICAL
<br />TRACK. ONE
<br />LQ,::K QN
<br />fAGH SIDE
<br />OF DOOR.
<br />
<br />L
<br />
<br />L LOCATION OF .- ' - S- I
<br />OPTIONAL VENr.;-'o-- A
<br />OF'nOk~h j\.,'~'S:bE KEYED LOCK POSITION i
<br />~-'----'-..- I1AX, DJGR "'1DTH 9'0' "1
<br />
<br />INSIDE SUDE BOLT
<br />LOCK CP'lON
<br />
<br />
<br />#14)(5/8" SHEET METAL SCREWS
<br />
<br />
<br />REV
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />JAMB ATTACHMEt'-.'T INFO; 50 KSI STRUTS; +25/-32 PSF
<br />
<br />HOR1Z0NTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />3" TALL U-8AR
<br />20 GA. CALVo STEEL
<br />50 KSl fAiN,
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />03 1/2000
<br />
<br />
<br />r1 3" r
<br />1-7/8" p
<br />T
<br />
<br />~
<br />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMAJNHV..lDA 101 /IS2
<br />
<br />,r"
<br />
<br />v
<br />---.. , $ GA. GAlV. SITU. TOP
<br />ROUER BRACKET. EACH
<br />EiAACKtr AT7ACHfD W!(3)
<br />#14*3/S' SIir.f:r :JtrAJ..
<br />SCRE'WS.
<br />
<br />rr=
<br />
<br />13 GA CALVo STEEL FlAG BRACKET,
<br />EA.CH FASTENED TO '.'1000 JAMB WiTH
<br />(3) 5/16"x1-5/8" WOOD LAG SCREWS.
<br />
<br />DESleN
<br />F'RESSG'RE (PSF)
<br />
<br />DES I eN
<br />SVCT!ON (PSF)
<br />
<br />-00.0
<br />
<br />-bO .0
<br />
<br />eARAeE
<br />SER'';:C.E DOOR
<br />
<br />MANUFAC TVRER SERIES #
<br />
<br />CALL SIZE
<br />
<br />IA2SH (1/2 32SH)
<br />
<br />225H
<br />
<br />32SH
<br />I A3 (lI2 33SH)
<br />
<br />'100
<br />
<br />'100
<br />
<br /><100
<br />
<br /><:tOO
<br />
<br />l-
<br />....
<br />t5
<br />GJ
<br />:J:
<br />0::
<br />o
<br />o
<br />Q
<br />11
<br />f-
<br />G
<br />~
<br />:I:
<br />C)
<br />Z
<br />Z
<br />w
<br />0-
<br />o
<br />
<br />TYP, 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET,
<br />(4) TRACK BRACKETS PER SIDE (FACTOR'!' .ATTACHED) ,
<br />
<br />TRACK CONFIGURATION
<br />
<br />DOOR
<br />HEIGHT ''L"
<br />6' -6' 70'
<br />2" GALV. STEEL TRACK, 7 -0 76
<br />MIN. TRACK THICKNESS: ,060" 7 -6 82
<br />8 -0 88
<br />
<br />14 GA GAlV, STEEl.
<br />I (END HINGE. EACH
<br />FASTENED TO END
<br />~, snLES '11/(4) #14x5/B"
<br />;0 S>I'n( \&.il<J. SCREWS
<br />& ,4) 1/4'x~/4" SEJ.P'
<br />./ TAPPING SCREWS,
<br />
<br />
<br />2SSH
<br />
<br />ClOO
<br />
<br />"L"
<br />
<br />I
<br />
<br />33SH
<br />IA4SH (1/2 34SH)
<br />24SH
<br />34SH
<br />IASSH (1/2 35SH)
<br />25SH
<br />355H
<br />iAQSH (1/2 30SH)
<br />20SH
<br />30SH
<br />202OC->H
<br />3020SH
<br />402OC~
<br />2030SH
<br />3030SH
<br />4030SH
<br />
<br />'100
<br />'100
<br />ClOO
<br />'100
<br />ClOO
<br />'100
<br />'100
<br />'100
<br />
<br />r 3" -:-ALL x 20 CA GAlV.
<br />I STEEL 1J-8AR. ONE U-B,AR
<br />i PER SECTION. EACH U-aAR ATIACHED
<br />i, / WITH T'IIO 1/4".3/4" SElF TAP?ING
<br />::: _v;c;;:.:;. SCREWS PER STILE LOCATION.
<br />iV iJ
<br />I
<br />
<br />,:5 GA. GALV. STEEL BOlTOM BRACKU.
<br />A1TACHED Wi'TH TwO #14x5/8"
<br />SHEET METAl SCRE'IIS,
<br />
<br />'-..
<br />-~'''::;;;'Li/4''X3/4" SELF
<br />TAPPI'JG SCRENS.
<br />14 GA END HINGES
<br />VIEW "s"
<br />
<br />liQIL1;
<br />DOORS UP TO 7' -0" HiGH CO~SIST OF (4) stCTIONS (SfjOWN),.
<br />DOORS OVER 7>-0" HIGH CONSiST OF (5) SECTIONS (I~Ol SHOWN). ~l~~~~~~~P.
<br />SECTION A-A (SIDE VIEW)
<br />
<br />FRONT FRAME Wffi1 U.V.
<br />._LCOAfING ON OU1$IDE SURFACE
<br />
<br />18 GA. INTERMEDiATE HiNGE
<br />Vit:;N "C"
<br />
<br />PREPARA:IQtLQL JAMBS BY OTHEBli,
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SH.t..LL BE THE RESPONSIBiUTY OF THE PROFIOSSIONAL OF
<br />RECORD FOR THE BUILDiNG OR STRUCTURE AND iN ACCORDANCE
<br />WiTH CURRENT BUILDING CODES FOR THE LOADS USTED ON
<br />THIS DRAWING,
<br />
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAMF BUILDINGS):
<br />1/2.x3" LAG SCREWS ON 24" CENTERS, 1-1/4. O.D. MIN.
<br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
<br />(BUT !-JOT REQUIRED) TO PROVIDE A flUSH MOIJNTlNG
<br />SURFACE. HORIZO'JTAL JAM8S DO NOT TRANSFER LOAD.
<br />
<br />MODEL' 110RW4 (25 GA STFEL SKIN)
<br />MODEL: 120RW4 (24 GA.. STEEL SKIN)
<br />
<br />'100
<br />aoo
<br />ClOO
<br />
<br />MOLDED INSIDE
<br />
<br />
<br />LOCK 8AR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />'100
<br />ClOO
<br />'100
<br />'100
<br />aOO
<br />'TOO
<br />'100
<br />'100
<br />ClOO
<br />'100
<br />
<br />OPTIONAL 10 SCREW
<br />WiNDOW UTE
<br />
<br />SECTION B-B
<br />
<br />#8x3/4. PAN HEAD SCREW
<br />(10 SCREW'S PER LITE)
<br />
<br />END
<br />STILE
<br />
<br />OUTSIDE KEYED
<br />HANDLE
<br />
<br />
<br />SNAP LATCH ENGAGES
<br />ONTO VERTICAL TRACK,
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />INTER.
<br />STILE
<br />
<br />20405H
<br />3040SH
<br />404QC->H
<br />2050SH
<br />305OC....H
<br />4050SH
<br />2000SH
<br />30605H
<br />4060SH
<br />
<br />END
<br />STILE
<br />
<br />----- INSIDE f4ANDLE
<br />
<br />OUTSIDE KEYED LOCK
<br />~OCK BAR LOCKING
<br />
<br />()UTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />DESIGN LOADS: +25,0 P.5.F. & -32.0 P.5.F.
<br />TEST LOADS: +37.5 P,S.F, & -4-8.0 PSF.
<br />:><A'fiN(; IQ.
<br />101979
<br />
<br />~V.
<br />'03
<br />
<br />DES. BY
<br />MWW
<br />
<br />
<br />
<br />~~~..;:..;i""-.:;t-~:~..:.:o:.-=-;i...-+E-i;:-.E::-:i::E:..::::.....".,'"'-:::::-;::t:~.:=:~~.st=:-~==~~....z~-:Z:+Z:~""':-~:':"f:-::z:.~.:
<br />ASDENoTEs-Asn:1'E~QQ:~iJtlLt6fIC2B~6~-=REQU~ BYPBc-2
<br />~:E="'::::::::::~4=~~.i::.;:::=~-=;:"3::':-:;:~.:;t-~_-=:::;;=
<br />
<br />
<br />tA T[ SCAlE;
<br />8/26/99 N'OTED :
<br />
<br />SINGLE CAR MODEL 1 ~ ORW4 & 120RW4
<br />+25.0/-32.0 PSf DESI.GN LOAD
<br />
<br />MAX. DOOR SIZE 9'0'W X 8'0'H
<br />
<br />CIo9<lY ilIo~ "r04ucta Com'''''t ~, ~ ~,
<br />The QrrOt1~men1:9: ~ l;iTein Ql'lt the e~ ~
<br />'" Ill<> Cl"l"'1 a,~ld"mQ Pro1vc)8 ~"""1, and moy'-"~
<br />~ reprod~ in ~ foIm ~~ its Writt." ~IS*O".
<br />
<br />CEPC
<br />
<br />(513) 381-4<100
<br />312 WALNUT STREH6 SUITE 1600
<br />CINCINNATI, OH 452 2
<br />Dl>~ of Cf<p<ly ~ Prc<tu<.-;
<br />
<br />NUAIR HORIZONTAL ROLLER HINDON SCHEDULE
<br />TESTED PER ANSI/AMMA/NWHDA 101 IIS2
<br />
<br />20 GA MIN ENO STILES ATTACHED TO DOOR
<br />C ~~, i~~/ATENTED TOG-L-lOC SYSTEM
<br />~O" . WilER).
<br />
<br />REV DA TE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />0.3 1/2000
<br />
<br />DESCRIPTION
<br />
<br />(5) INTERMEDIATE STILES fOR 16' WIDE DOOR.
<br />/- ATIACHED W/ TOG-L-LOC (TOP & SOT)
<br />AND URETHANE ADHESNE (ALONG CENTER)
<br />....... A
<br />I
<br />
<br />i
<br />
<br />r OPTIONAL SSB GLASS OR
<br />1/8" ACRYLIC LITES AVAILABLE
<br />! (SEE SECTION B-B)
<br />
<br />~~
<br />=~
<br />
<br />>>j 0
<br />
<br />I,
<br />
<br />
<br />~
<br />
<br />>>
<br />
<br />[
<br />[
<br />I:~ - ~
<br />
<br />I
<br />>>
<br />
<br />B B
<br />
<br />'?
<br />
<br />o:J
<br />
<br />~l
<br />I
<br />
<br />C
<br />
<br />~
<br />
<br />c
<br />
<br />I
<br />
<br />r
<br />
<br />f-
<br />J:
<br />o
<br />W
<br />I
<br />cr:
<br />o
<br />o
<br />o
<br />
<br />!\i
<br />
<br />J\
<br />
<br />.
<br />
<br />I n=====1l1 i n======11 n======11
<br />F~--Jil'~ ,~
<br />V\ V
<br />
<br />11DfiC:UIIDJII.
<br />
<br />".
<br />
<br />1'\
<br />
<br />xl
<br /><\ !
<br />I
<br />
<br />x
<br /><C
<br />::;;
<br />
<br />I
<br />
<br />1/ \
<br />
<br />\
<br />
<br />b r-JI
<br />
<br />CALL SiZE
<br />
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRAC:<ET ATTACHMENT TO ONE BOLT AND NUT
<br />
<br />ADDED JAMS ATTACHMENT INFORMATION
<br />
<br />2020HR
<br />3020HR
<br />4020HR
<br />50200R
<br />0020HR
<br />2030HR
<br />3030I-1R
<br />403Ot1R
<br />5030HR
<br />o03OHR
<br />2040HR
<br />3040HR
<br />4040HR
<br />5040HR
<br />o040HR
<br />2050HR
<br />3050HR
<br />4050HR
<br />5050HR
<br />0050HR
<br />
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / 0+13
<br />OH2 1 0H3
<br />002 / 0H3
<br />002 / OH3
<br />0H2 / 0H3
<br />OH2 1 0H3
<br />OH2 / 0H3
<br />OH2 1 0H3
<br />OH2 1 0H3
<br />OH2 / 0H3
<br />OH2 1 0H3
<br />0H2 / OH3
<br />0H2 / 0H3
<br />OH2 / 0H3
<br />002 / 0H3
<br />OH2 / 01-13
<br />OH2 / 0H3
<br />OH2 / OH3
<br />
<br />LOCATiON
<br />
<br />+15.0
<br />+15.0
<br />
<br />
<br />POOL BA 111
<br />DOOR
<br />
<br />BREAKFAST TO
<br />LANAI DOOR
<br />
<br />EXTERIOR
<br />FR...l'=NCH
<br />DOOR
<br />
<br />CALL SIZE
<br />
<br />2e>6t> (2/8 X b/b)
<br />
<br />2468 (214 X 6/8)
<br />2668 (2/6 X 6/0)
<br />2008 (2/6 X 6/8)
<br />
<br />(2)2008 (4/0 X 6/8)
<br />(2)2008 (5/0 X 618)
<br />(2)2808 (5/4 X 0/8)
<br />(2)'3008 (6/0 X 6/8)
<br />
<br />FOR 8'-0" Hle+t UNITS
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2.000 PSI MIN. CONCRffi COLUMN}:
<br />3/8".:4" SLEEVE ANCHOR BOl.TS ON 24. CENTERS
<br />(e-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
<br />1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 UTE RETAINER
<br />PSI MiN. CONCRETE). WASHERS INCLUDED W1TH
<br />SLEEVE ANCHORS. 1-1/4" OD. MIN. WASliERS REQUiRED
<br />Wry TAPCONS. ANCHORS MAY BE COU'1TERSIJNI<
<br />(BLIT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZON:AL JAMBS DO NOT
<br />TRANSFER LOAD.
<br />
<br />~ STOP MOULD'NG BY DOOR INSTALLER (fO SUIT)
<br />2x6 YELLOW P'NE JA~AB 20 GA. MIN. GAlV. STEEL END ST LE
<br />
<br />~~ ) 20 GA. GALV. STEEL INTER. STILE
<br />
<br />12 GA. GALV. STEEL TRACK / t-~
<br />BRACKETS FASfENED TO WOOD oA,MB./ l-
<br />WITH ONE 5/16"xl-S/8" LAG SCREW!\ ' ,
<br />PER TRACK oP""CK;'.Y.
<br />18 GA. GALV. STEEL CENTER HINGE
<br />FASTENED TO INTER. STILES W/(4)
<br />#14x5/3" SHEET METAL SCRE#S.
<br />2" GAlV. STEEL !RACK FASTEqED TO L 14 GA GALv STEEL ROLLER HINGES
<br />12 GA. GALV. STEEL TRACK SRACKETS. FASTENED TO END STILES EACH w/(4-)
<br />lPACK ATIACHED TO EACH BRACKET \ #14x5/8" SHEET METAL SCREWS AND
<br />A "Vln; ONE 1/4-"x5/8" BOLT & NUT \ (4) 1/4.x3/4" SELF" TAPPiNG SCREWS PER END HINGE.
<br />LE::. CR 1'NO 1/4" DIA RVETS, \
<br />
<br />l
<br />2" O:A. SHORT STEM. 10 BALL SiEEl ROLLER.
<br />~AMB CONFIGURATION
<br />SECTION C-C
<br />
<br />+15.0
<br />
<br />-00.0
<br />-00.0
<br />-lb.4
<br />-80.0
<br />
<br />+15.0
<br />+75.0
<br />+'75.0
<br />
<br />
<br />~AIN
<br />EN1RY
<br />DOOR
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />MANUFACTVRER SERIES '*
<br />
<br />DESleN
<br />PRESSURE (PSF)
<br />
<br />DESieN
<br />SUC TION (PSF)
<br />-80.0
<br />-80.0
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUiT)'
<br />
<br />
<br />DD
<br />/1--1':
<br />(1/\ \
<br />
<br />~
<br />t::.::
<br />
<br />~ ~
<br />
<br />IEV-I "8"
<br />
<br />A)V
<br />T
<br />I
<br />
<br />'- --. Vlf:# "c"
<br />
<br />rr=
<br />
<br />13 GA. GAlV. STEEL FlAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"xl-5/8" WOOD LAG SCREWS,
<br />
<br />(
<br />
<br />--
<br />
<br />l-
<br />I
<br />C)
<br />W
<br />:r:
<br />
<br />TRACK CONFIGURATION
<br />
<br />r-
<br />
<br />~-----------
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6" 70"
<br />2" GALV. S-EEL TRACK, 7 -0 76
<br />MIN. TRACK TH!CKNESS: .060" 7r:::s"'- 82
<br />8'-0" 88"
<br />
<br />0:::
<br />o
<br />o
<br />o
<br />II
<br />5: "L"
<br /><.:>
<br />W
<br />:r:
<br /><.:>
<br />z
<br />
<br />
<br />U
<br />
<br />
<br />7.';,
<br />
<br />11'P, 2-1/2"':12 CA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY A1TACHED).
<br />
<br />'\
<br />
<br />1\
<br />
<br />D D D~vt~,gfHP~5~s)N
<br />, ,1.0 ,,0 POINT LOCKING
<br />
<br />j ^
<br />
<br />I
<br />
<br />DiDO
<br />
<br />3" x 20 GA. U-BARS.
<br />U-BARS IN A 2-1-2-1
<br />PATTERN (I.E. TWO U-BARS
<br />ON BOTTOM SECTION,
<br />ONE U-SARS ON NEXT
<br />SECTION. ETC,)
<br />
<br />v/
<br />
<br />614x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />+50.0
<br />+50.0
<br />
<br />
<br />
<br />'h
<br />
<br />\.. LOCATION Of'
<br />OPTiONAL VENTS
<br />
<br />A
<br />
<br />\
<br />
<br />
<br />~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />
<br />J
<br />
<br />-
<br />-
<br />
<br />NOTE 1:
<br />DOORS UP TO 7'-0" HIGH CONSiST OF (4) SECTIONS (SHOWN).
<br />DOORS OVER 7'-0" HIGH CONSIST 01" (5) SECTIONS (NOT SHOWN),
<br />
<br />-MAX, DOOR WIDTH = 16'-0"
<br />INSIDE ELEVATIONS
<br />
<br />18 GA. INTERMEDIATE HiNGE
<br />VIEW .0"
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMNNHWDA :01 IIS2
<br />
<br />& VERTICAL JAMB ATTACH'tfNT ~C-90 BLOCK OR
<br />2.000 PSI MIN. CONeR E C LUMN); "
<br />3/83x4" SLEEVE ANCHOf.. BOLTS ON 20 CENTERS (C-90
<br />BLOCK) OR 24" CENTERS (2.000 PSI ~IN. CONCRETE) OR
<br />1/ 4-"x4-" TAPCON SCREWS ON 16-3/4 CENTERS (2.000
<br />PSI MIN. CONCREJE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
<br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />TRANSfER LOAD.
<br />
<br />CALL SIZE
<br />
<br />,
<br />STOP MOULDiNG BY DOOR INSTAllER (TO SUIT)
<br />20 GA MIN. GALV. STEEL END ST1LE
<br />
<br />MANUFACT1..;'RER SERiES 1*
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SUCTiON (PSF)
<br />
<br />-04.0
<br />
<br />-55.0
<br />
<br />-31.1
<br />
<br />-55.0
<br />
<br />a.-
<br />x
<br />>-
<br />.Q
<br />~
<br />...,
<br /><D
<br />~
<br />Q
<br />......
<br />:;:JI
<br /><
<br />
<br />
<br />2" THICK
<br />
<br />
<br />MOLDED iNSIDE
<br />LITE RETAiNER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER UTE)
<br />
<br />25 GA. MIN. STEEL
<br />SKIN COATED WITH G-4-0 MIN.
<br />GALVAN1ZiNG, BAKED-ON PRiMER,
<br />AND A BAKED-ON POL.YESTEF\
<br />TOP COAT APPliED TO 80TH
<br />SIDES OF STEEL SKiN.
<br />
<br />t-
<br />o
<br />
<br />,r"
<br />v
<br />--- 12 GA, GALV. STEEL TOP
<br />ROLLER BRACKET. EACH
<br />BRACKET ATTACHED W/(4)
<br />#14x5/8" SHEET !>,1ETAL
<br />SCREWS.
<br />
<br />.&
<br />
<br />VERTiCAL JAMB ATIACHMENT (WOOD FRAME BUiLDiNGS);
<br />1/2.x3. LAG SCREWS ON 18" CENTERS. 1-1/4" O,D. MIN.
<br />WASHER REQUIRED. tAG SCREWS MAY BE COuNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH ~jOUNTING
<br />SJRFACE. HORIZONTAL JAMBS DO I~OT TRANSFER LOAD.
<br />
<br />OUTSIDE KEYED ~
<br />HANDLE
<br />
<br />END
<br />Sl1 LE
<br />
<br />2" DIA SHORT STEM, 10 BALL STEEL ROLLER.
<br />
<br /><;n
<br />...,.
<br />
<br />,-
<br />~
<br />
<br />SHiP LAP JOINTS.
<br />
<br />-
<br />~
<br /><D
<br />o
<br />>
<br /><D
<br />'0
<br />N
<br />-
<br />-...J
<br />(!)
<br />,
<br />0...
<br />::!:
<br />-,:;J
<br />...
<br />~
<br />~
<br />o
<br />as
<br />a..
<br />,
<br />-
<br />
<br />14 GA, GALV STEEL
<br />END Hn~GE. EACH
<br />FASTENED TO END
<br />Sl1LES W/(4) #14x5/8"
<br />SHEET METAL SCREWS
<br />& (4) 1/4-.x3/4-" SELF
<br />TAPPiNG SCREWS,
<br />
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STIR
<br />MiN, YEILD STRENGTH: 50 KSI
<br />
<br />D 3" r
<br />1-7/8" p
<br />T
<br />
<br />3" TALL x 20 GA. GALV. STEEL U-BARS
<br />IN A 2-1-2-1 PAlTERN (IE TWO Ij-BARS
<br />ON BOTIOM SECTiON, ONE U-BAR ON NEXT
<br />SECTION, ETC.). EACH U-8AR ATTACHED
<br />WITH 1/4.x3/+" SELF TAPPING SCREWS
<br />PER STILE LOCATiON.
<br />
<br />INSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br /><D -
<br />
<br />'"
<br /><D
<br />::x::
<br />
<br />SECTION A-A (SIDE VIE'N)
<br />
<br />)
<br />
<br />~ 13 GA. CALVo STEEL BDTTOM BRACKET.
<br />ATIACHED \'-IITH (2) #14x5/8' SHEET METAL SCREWS,
<br />ALUMINUM EXTRUSION
<br />& V1NYL WEATHERSTRIP.
<br />
<br />($>
<br /><9
<br />ID
<br />
<br />....
<br /><I)
<br />-,
<br />c:::
<br />=
<br />
<br />co
<br /><I)
<br />o
<br />
<br />a..
<br />:::!:
<br />
<br />&
<br />
<br />
<br />5008 SGD
<br />6068 SGD
<br />b008 S60
<br />Cl068 seD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />20 GA. CALVo STEEL INTEM
<br />
<br />
<br />
<br />7/16' LD ROUND PU~~'8 GA. GALV. STEEL CENTER H,"GE
<br />FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4)
<br />#14x5/S" SHEET METAL SCREWS.
<br />14 GA. GALV. STEEL ROLLER HiNGES
<br />FASTENED TO END STILES EACH W/(4)
<br />#14x5/8" SHEET METAL SCREWS AND
<br />(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
<br />
<br />OPT:ONAL 10 SCREW
<br />WIt;!POW LITE
<br />~CTION B-B
<br />
<br />12 GA GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAM3./
<br />...-IITH ONE 5/16"x1-5/8" LAG SCREW
<br />PER TRACK BRACKET,
<br />
<br />
<br />SNAP LATCH ENGAGES
<br />ONTO vERTICAL TRACK.
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />2" GALV, STEEL TRACK FASTENED TO J
<br />12 GA. GAlV. STEEL TRACK BRACKETS,
<br />'RACK ATTACHED TO EACH BRACKET
<br />WITH ONE 1/4.x5/8" BOLT & NUT
<br />OR l'NO 1/4-. DIA. RIVETS.
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />INSIDE HANDLE
<br />
<br />)AMB CONFIGURATION
<br />SEcnoN c-c
<br />
<br />OUTSiDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />SLIDE BOLT
<br />LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />LOCK 0:0<
<br />EACH SDE
<br />OF DOOR.
<br />
<br />~ ll1E DESIGN OF THE SUPPORTiNG STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILITY OF THE PROfESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRENT BUILDING CODES FOR Tl-tE LOADS USTED ON
<br />n;IS DRAWING. , " '0
<br />MAX. DOOR SIZE; 16 0 W X 8 H
<br />
<br />
<br />END
<br />STILE
<br />
<br />DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />TEST LOADS: +36.0 PSF & -37.0 PSF
<br />
<br />iNTER.
<br />STILE
<br />
<br />
<br />liRA '..ING NO.
<br />101980
<br />
<br />REV.
<br />03
<br />
<br />LOCK 8AR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR,
<br />
<br />Ci-IE:CKED BY
<br />MWW
<br />
<br />DES, BY
<br />VWVv
<br />
<br />DESCRIPTION
<br />DOUBLE CAR MODEL 110RW4 &
<br />+241 -24.5 PSF DESiGN LOAD
<br />
<br />120RW4
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />DATE
<br />
<br />SCALE
<br />NOTED
<br />
<br />OUTSIDE KEYEP LOCK
<br />LOCK BAR LOCKING
<br />
<br />8/26/99
<br />
<br />C!OIXlY a~ildi~9 Products Com,,'Ony AJI. Rights RiJ1ierv~.
<br />
<br />The orror9e-fl''<~+.s de~cted herein ore the sO:e proye.rty
<br />of tI\~ Clopoy Building Pnxfuct$ Compooy ond moy not
<br />be reproou<:ed in any form 'Hftt1:out its written permission.
<br />
<br />CEPe
<br />
<br />(513) 381 -4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNA T1, OH 452 2
<br />Division of Clcpay 8ulldlng Producn
<br />
<br />+30
<br />+30
<br />
<br />+30
<br />
<br />+30
<br />
<br />NOTE:
<br />
<br />IT IS THE CONTRACTORS RESPONSiBIUTY TO ~EV:EW ALL DRAWiNGS BEFORE CONSTRUCTION
<br />BEGiNS. DANSCO ENGINEERING P.A, IS RESPONSIBLE FeR It-JE STRUCTURAL INITGRITY OF n.1Is
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDI1l0NS, OTHER DESiGN PROfESSIONALS'
<br />SHOP DRAWiNGS. CONTRACTORS' BUILDING MEn-tODS, AND THESE SIGNED AND SEALED
<br />DRAWiNGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO ENGiNEERING P,A. PRIOR "'0
<br />TI-JE COMMENCEME"lT OF CONSTRUCTION.
<br />
<br />3008 (3/0 x 6/8)
<br />(2)2068 (5/0 X 018)
<br />(2)2868 (5/4 x 0/8)
<br />(2)3008 (6/0 x 6/b)
<br />(2)3080 (0/0 x 8/0)
<br />300b C310 x (18)
<br />(2)2008 (5/0 x (/8)
<br />(2)2868 (5/4 x 0/8)
<br />(2)306t> (0/0 x 0/8)
<br />(2)3000 (6/0 x 8/0)
<br />300b (3/0 X 0/8)
<br />(2)2068 (5/0 x 6/8)
<br />(2)280t> (5/4 x 0/8)
<br />(2)3008 (6/0 x 6/8)
<br />(2)3080 (6/0 x 8/0)
<br />
<br />C.ALL SIZE
<br />
<br />8 x '1 (OR 80700H)
<br />C{ x I (OR a0100H)
<br />
<br />!6 x I (OR i60100H)
<br />
<br />THERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/N~DA 10/ /!S2
<br />
<br />RIO SIZE
<br />
<br />DEs:eN
<br />PRES9JRE (PSF)
<br />
<br />MANUFAC TlJRER DESC-RiPTION
<br />
<br />34 1/2 x 82 1/2"
<br />
<br />ll:100 FLUSH STEEL
<br />
<br />+25.'1
<br />
<br />30 1/2 x b2 1/2"
<br />
<br />#118 ONE LITE STEEL FRrnCH
<br />
<br />+25.'1
<br />+25.<1
<br />
<br />32 1/2 x 82 1/2"
<br />32 1/2 x 82 1/2"
<br />
<br />'*18 O"-E LITE STEEL FR-FNCH
<br />#128 TEN LITE STEEL FRENCH
<br />
<br />..25.'1
<br />
<br />+25.C\
<br />
<br />..25.C!
<br />
<br />5i 1/4 x 82 1/2"
<br />03 1/4 x 82 1/2'
<br />01 1/4 x 82 1/2"
<br />15 1/4 x 82 1/2"
<br />
<br />!tiOb 15 LITE ST!:f:L FRENC-H
<br />#102> 15 LITE STEEL FREk'-H
<br />1':08 15 LITE SiaL PRENCo-f
<br />#:08 15 LITE STEEL FRENCH
<br />
<br />T24.l
<br />-'-24.l
<br />
<br />+24.1
<br />
<br />+24.7
<br />
<br />(H) x '18 1/2"
<br />
<br />38 1/2 x b2 1/2"
<br />
<br />+25.Q
<br />
<br />63 1/4 x 82 '/2"
<br />01 1/4 x 82 1/2"
<br />15 1/4 x 82 1/2"
<br />i5 1/4 x '18 !/2"
<br />3b 1/2 x 82 1/2"
<br />03 '/4 x 82 1/2"
<br />01 1/4 x 82 1/2"
<br />15 1/4 x 82 1/2"
<br />15 1/4 x "18 1/2'
<br />3b 1/2 x 82 1/2"
<br />03 1/4 x 82 1/2"
<br />01 1/4 x t>2 1/2"
<br />15 1/4 x b2 1/2"
<br />
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />it208 STEEL 8 PANEL
<br />
<br />+25.CJ
<br />
<br />+24.1
<br />
<br />#FC-vO 6 PAN:L FIBERCLASSIC
<br />
<br />+24.1
<br />+24,1
<br />
<br />...24,1
<br />
<br />+25."1
<br />
<br />#FC-vO 6 PANEL FIBERc.Li~SSiC
<br />OR
<br />#FC-2000 I LITE FRENCH
<br />FIBERC.LASSIC ,
<br />( CUSTOMER CHOICE)
<br />
<br />+24.1
<br />
<br />+24.1
<br />
<br />+24.1
<br />
<br />15 1/4 x '18 [/2"
<br />
<br />+24.7
<br />
<br />BANCO OVERHEAD DOORS; INC.
<br />GARAGE DOOR SCHEDulE
<br />TESTED PER ANSI/AMMA/NNVA 101 /IS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />+315
<br />
<br />+315
<br />
<br />+%.0
<br />
<br />TEST LOADS
<br />SVCTION (PSF)
<br />
<br />-48 .0
<br />
<br />-42>.0
<br />
<br />-31.0
<br />
<br />DESI6N LOADS
<br />PRES9JRE (PSF)
<br />
<br />+25.0
<br />
<br />+25.0
<br />
<br />
<br />DES 6tx
<br />SlJC.TICN (PSF)
<br />
<br />-34,1
<br />-34.1
<br />-34.1
<br />
<br />-34.;
<br />
<br />-34.7
<br />-34,1
<br />
<br />-32A
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-34.'
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-34.1
<br />
<br />-32.4
<br />
<br />-32.4
<br />-32.4
<br />-32.4
<br />
<br />-34.1
<br />
<br />-32.4
<br />-32A
<br />-32.4
<br />
<br />-32.L
<br />
<br />DESleN LOADS
<br />sue. TI ON (PSF)
<br />
<br />-32.0
<br />
<br />-32.0
<br />
<br />-245
<br />
<br />+24.0
<br />
<br />EXTERIOR HINDOHS AND DOOR NOTES
<br />
<br />1. ALL EXTERIOR WINDOWS AND GlASS DOORS ARE TO
<br />BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA
<br />101/152 STANDARDS AND BEAR AN AMMA OR WDMA
<br />lABEL iDENTIFYiNG THE MANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TESTING ENTlTY.
<br />FBC 1707.4.2.1
<br />
<br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
<br />THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
<br />FBC 1707.4.4.1
<br />
<br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
<br />THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED
<br />THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
<br />FBC 1707.4.4.2
<br />
<br />4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
<br />THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
<br />BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
<br />DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
<br />SHALL BE ANCHORED THROUGH THE JAMB INTO THE
<br />WOOD BUCK. FBC 1707.4.4.2
<br />
<br />5, ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
<br />INTERIOR LIP OF THE WINDOW. FBC 1707.4.4-.2
<br />
<br />6, MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
<br />ARE REQUIRED TO BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
<br />ROUGH OPENING SUBSTRATE. FBe 1707.4.5.1-1707.4.5.4
<br />
<br />D E DAN6CO
<br />ENGINEERING, FA..
<br />p.o. BOX 34tW .. APOLl..O eEA04 '" FLORIDA .. 3~912
<br />P4-tONE .. (&13) 64& fZ>166 FAX - (813) 645 ~W
<br />
<br />t!!:t::Il. ..t!..tA\ rf\ THESE DRA\\\i'lGS AND DESiGNS ARE lHE JOINT PROPERTY OF JANSCO ENGlNmi~G, PA AN:) T..,[
<br />~ '"t';;iI'nc;..r 0'CUS'lT eN 1HJS PROECT. ANY REPROOVCT'rCN OR UNAIJTHORIZED USE is PRCHI3:iED - 20,)3
<br />
<br />,& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />8CAl.E NOTED
<br />DATE 112/02
<br />DOOR 4 UJINDOW T A6LE5
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OMe5
<br />
<br />TAMPA DIVI6tON
<br />
<br />DE JOe NO. PM - 50:21
<br />
<br />RAU.N av.
<br />N:/BLOCKS/STD 2001
<br />
<br />.
<br />
<br />eDW1
<br />
|