|
<br />MODEL: 110RW4 (25 GA. STEEL
<br />MODEL: 120RW4 (24 GA. STEEL
<br />
<br />SKI~~)
<br />SKIN)
<br />OPTIONAL DS8 GLASS OR
<br />1/8" ACRYLIC LITES AVAllJIBLE
<br />(SEE SECTION B-B)
<br />20 GA. MIN. END STILES ATTACHED TO DOOR
<br />SKIN WITH PATENTED TOG-L-LOC SYSTEM
<br />TOP, BOTTOM & CENTER).
<br />
<br />REV DATE
<br />01 9/27/1999
<br />02 12/01/1999
<br />03 1/2000
<br />
<br />DESCRIPTION
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />r 2' TH,CK
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN.
<br />
<br />r
<br />
<br />
<br />INSIDE SLlI)E BOLT
<br />LOCK OPTION
<br />
<br />
<br />(1) INTERMEDIATE STILE
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />D 3" r-
<br />1-7/8" ~
<br />T
<br />
<br />25 GA. MIN, STEEL
<br />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 />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"xl-5/8" WOOD lJIG SCREWS.
<br />
<br />rr
<br />
<br />1 6 GA. GALV. STEEL TOP
<br />ROLLER BRACKET. EACH
<br />BRACKET "'TI"'CHEO W/(3)
<br />#14x5/8' SHEET MET"'L
<br />SCREWS.
<br />
<br />.
<br />o
<br />I
<br />ro
<br />
<br />f-
<br />I
<br />"
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />o
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6 70
<br />7 -0 76
<br />7 -6 82
<br />8 -0 88
<br />
<br />TRACK CONFIGURATION
<br />
<br />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />
<br />f-
<br />I
<br />"
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />o
<br />
<br />1 4 GA. GAL V STEEL
<br />END HINGE. EACH
<br />F "'STENED TO END
<br />STILES W/(4) #14x5/8'
<br />SHEET METAL SCREWS
<br />&: (4) 1/4.x3/4' SELF
<br />T,>,FPING SCREWS.
<br />
<br />f-
<br />I
<br />"
<br />W
<br />I
<br />"
<br />Z
<br />Z
<br />W
<br />ll.
<br />o
<br />
<br />"L"
<br />
<br />
<br />2" GALV. STEEL TRACK,
<br />MiN. TRACK THICKNESS: .060"
<br />
<br />ONE 3" TALL x 20 GA.
<br />50 KSI MIN. U-BAR
<br />PER DOOR SECTION.
<br />,4.
<br />
<br />r 3' TALL x 20 GA. GALV.
<br />STEEL U-BAR. ONE U-BAA
<br />PER SECTION. EACH U-BAR ATIACHED
<br />WITH TWO 1/4.x3/4" SELF T"'PPING
<br />SCREWS PER STILE LOCATION.
<br />
<br />
<br />~
<br />:::;;
<br />
<br />END
<br />STILE
<br />
<br />rSLlDE BOLT
<br />I LOCK ENGAGES
<br />iNTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />NUAIR SINSLE HUNS HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SUCTION (PSF)
<br />-00.0
<br />-00.0
<br />
<br />GARAGE
<br />SERVICE DOOR
<br />
<br />CALL S!ZE
<br />
<br />MANUF AC T1JRER SERi ES 1*
<br />
<br />LOCATION
<br />
<br />END
<br />STILE
<br />
<br />IA2SH (1/2 32SH)
<br />22SH
<br />32SH
<br />IA3 (112 33SH)
<br />23SH
<br />33SH
<br />IA4SH (112 34SH)
<br />24SH
<br />34SH
<br />IA5SH (1/2 35SH)
<br />25SH
<br />35SH
<br />IA6SH (1/2 36SH)
<br />26SH
<br />36SH
<br />20205H
<br />3020SH
<br />40205H
<br />2030SH
<br />3030SH
<br />4030SH
<br />20405H
<br />3040SH
<br />4040SH
<br />2050SH
<br />30505H
<br />4050SH
<br />2060SH
<br />3060SH
<br />40605H
<br />
<br /><100
<br /><100
<br /><100
<br /><100
<br />C;OO
<br />C;OO
<br />C;OO
<br /><100
<br />C;OO
<br />C;OO
<br />C;OO
<br /><100
<br /><100
<br /><100
<br /><100
<br />C;OO
<br />C;OO
<br />C;OO
<br /><100
<br /><100
<br /><100
<br /><100
<br />C;OO
<br /><100
<br /><100
<br /><100
<br /><100
<br /><100
<br />C;OO
<br /><100
<br />
<br />TYP 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />L
<br />I
<br />
<br />LOCATION OF
<br />OPTIONAL VENTS
<br />OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />MAX. DOOR 'JlDTH 9'0'
<br />
<br />#14x5/8" SHEET fAETAL SCREWS
<br />
<br />
<br />
<br />
<br />13 GA. GALv. STEEL BOTIOM BRACKET.
<br />"'TI"'CHEO WITH TWO # 14x5/8'
<br />SHEET METAL SCREWS.
<br />
<br />.tI.QIE...J..;
<br />DOORS UP TO 7'-0. HiGH CONSIST OF (4) SECTIONS (SHOWN).
<br />DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
<br />
<br />"'LUMINUM EXTRVSION
<br />&: VINY1.. WEATHERS'TRIP.
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />'/4"d/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES
<br />VIEW "s"
<br />
<br />18 GA. INTERMEDIATE HiNGE
<br />VIEW "C"
<br />
<br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2.000 PSI MIN. CONCRETE COLUMN):
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS
<br />(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
<br />1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000
<br />PSI MIN. CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS. 1 -1/4" O.D. MIN. WASHERS REQUIRED
<br />20 GA. GAlV. STEEL '~~.=-;r 'Mrn TAPCONS. ,"CHORS MAY BE COUNTERSUN_
<br />(BUT NOT REQUiRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />TRANSFER LOAD.
<br />
<br />
<br />~ 18 GA. GALV. STEEL CENTER HINGE
<br />FASTENED TO INTER. STILES W/(4)
<br /># 14x5/8" SHEET METAL SCREWs.
<br />OUTSiDE KEYED
<br />HANDLE
<br />
<br />END
<br />STILE
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />SECTION B-S
<br />
<br />MOLDED INSIDE
<br />UTE RETAINER
<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 />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB.../
<br />WITH ONE 5/16"x1 -5/8" lJIG SCREW
<br />PER TRACK BRACKET.
<br />
<br />
<br />HAN DLE
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />2" GALV. STEEL TRACK FASTENED TO
<br />12 GA. GALV. STEEL TRACK BRACKETS.
<br />TRACK ATTACHED TO EACH BRACKET
<br />A WITH ONE 1/4 "x5/8" BOLT & NUT
<br />~ OR TWO 1/4" DIA RiVETS.
<br />
<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 />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKiNG
<br />
<br />SHORT STEM, 10 BALL STEEL ROLLER.
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lJITCH LOCK OPTION
<br />
<br />DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F.
<br />TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
<br />
<br />REV.
<br />03
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />NOTE 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPOfYSIBIU'f'( OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />NITH CURRENT BUiLDING CODES FOR 'HE LOADS LISTED ON
<br />THIS DRAWING.
<br />
<br />DES, BY
<br />MW'/I
<br />
<br />
<br />CHECKED BY
<br />MW'/I
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />DRA YlNG Nll.
<br />101979
<br />
<br />DESCRIPTION
<br />
<br />SINGLE CAR MODEL 11 OR\'V4 & 120RW4
<br />+25.0/-32.0 PSF DESIGN LOAD
<br />
<br />
<br />NOTES ASTM EI300 LIMITATIONS AS ~~~.~il"f~~,,~2~1
<br />
<br />DATE SCPoLE
<br />8/26/99 NOTED
<br />
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCREWS ON 24' CENTERS. 1-1/4" 00. MIN.
<br />WASHER REQUIRED. lJIG SCREWS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING
<br />SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />f.1AX. DOOR SiZE g'O'W X S'O"H
<br />
<br />Clopo)' ~d1"'l "'04_ _",n, ~, R191rt11 R...,-.,.,d,
<br />
<br />The Qn\1ngernentl depicte<l herein Q~ the sole property
<br />of th. Clcpoy Buildjr,g Productt Cqm~ny and moy not
<br />be ~p~ in an)" fom'l without ftt .ritt.en pormipion.
<br />
<br />CBPC
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STRErr,., SUITE 1500
<br />CINCINNATI, OH 452v2
<br />OM./on of ClOpa'( BvRdlng PnJduct.
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/N0iWDA 101 /IS2
<br />
<br />MODEL' 110RW4 (25 GA STEEL SKIN]
<br />MODE
<br />
<br />(5) INTERMEDIATE STILES FOR 16' WIDE DOOR
<br />
<br />o GA M NED ST LES ATTACHED TO DOOR
<br />G-L-LOC SYSTEM
<br />R).
<br />
<br />'0
<br />I
<br />OJ
<br />
<br /> / - ~NI
<br />L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TO
<br /> AND URETHANE ADHESIVE (ALONG CENTER) (TOP. BOTTOM & CENTE
<br /> r OPTiONAL SSB GlJISS OR
<br /> 1/8'. ACRYLIC LITES AVAJlJIBLE
<br /> (SEE SECTION B-B)
<br /> ~ E3 G E3 E3 ~
<br /> F1 f F
<br /> P 11 11 1 11 ~ - tr ~ ~ f=
<br /> i - I-- ~/
<br /> - - ~ 1/\
<br /> II \ \ B c ( \ (
<br />I
<br />C 'I -
<br /> ------
<br /> C r- r-- VIEW
<br /> f\ V\ I f\ V"J V
<br /> ,
<br /> 01 0 0 0 0 0 VLO
<br /> ~ X ~ (B
<br /> TW
<br /> ~I """
<br /> 1/\ "\ I \ \ 1/\
<br /> I
<br /> 0 0 0 \ D 0 0 V
<br /> L= V
<br /> N \ I",
<br /> "'- LOCATION OF A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<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-BARS ON NEXT
<br />SECTION, ETC.)
<br />
<br />VIEW "B"
<br />
<br />"C"
<br />
<br />f-
<br />:r:
<br />"
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />o
<br />
<br />CK POSITION
<br />OTH SIDES)
<br />o POINT LOCKING
<br />
<br />x
<br /><>:
<br />:::;;
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L
<br />
<br />OPTIONAL VENTS
<br />
<br />NOTE 1:
<br />
<br />DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
<br />DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
<br />
<br />MAX. DOOR WIDTH = 16' -0"
<br />INSIDE ELEVATIONS
<br />
<br />,4. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2.000 PSI MIN. CONCRETE COLUMN):
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90
<br />BLOCK) OR 24" CENTERS (2.000 PSI MIN. CONCRETE) OR
<br />1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000
<br />PSI MIN. CONCRETE). 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 />OPTIONAL 10 SCREW TRANSFER LOAD.
<br />WINDOW LITE
<br />SECTION 8-S
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />c..
<br />:c
<br />
<br />>.
<br />..0
<br />
<br />~
<br />CO
<br /><D
<br />"0
<br />o
<br />-
<br />:::II
<br />-<
<br />
<br />
<br />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB.../
<br />WITH ONE 5/16"x 1 -5/8" lJIG SCREW
<br />PER TRACK BRACKET.
<br />
<br />r 2" THICK
<br />
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />( 1 0 SC REWS PER LITE)
<br />
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />25 GA. MIN. STEEL
<br />SKIN COATED WITH G-40 MIN.
<br />GALVANIZING. BAKED-ON PRIMER,
<br />AND A BAKED-ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN.
<br />
<br />SNAP lJITCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />~
<br />o
<br />-
<br />
<br />2" GALV. STEEL TRACK FASTENED TO
<br />12 GA. GALV. STEEL TRACK BRACKETS.
<br />TRACK ATTACHED TO EACH BRACKET
<br />WITH ONE 1/4"x5/8" BOLT & NUT
<br />OR TWO 1/4" DIA RIVETS.
<br />
<br />&
<br />
<br />VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" lJIG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN.
<br />WASHER REQUIRED. lJIG SCREWS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING
<br />SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />12 GA. GALV. STEEL TOP
<br />ROLLER BRACKET. EACH
<br />BRACKET ATTACHED W/(4)
<br />#14x5/8" SHEET METAL
<br />SCREWS.
<br />
<br />END
<br />STILE
<br />
<br />en
<br />....
<br />
<br />OUTSIDE KEYED ~
<br />HANDLE 'M
<br />
<br />&
<br />
<br />SHIP
<br />
<br />5!
<br />
<br />-
<br />CO
<br /><D
<br />Co)
<br />>
<br /><D
<br />"0
<br />
<br />14 GA. GALV. STEEL
<br />END HiNGE. EACH
<br />FASTEN ED TO EN D
<br />STILES W/(4) #14x5/8"
<br />SHEET METAL SCREWS
<br />& (4) 1/4"x3/4" SELF
<br />TAPPING SCREWS
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lJITCH LOCK OPTION
<br />
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSI
<br />
<br />END
<br />STILE
<br />
<br />SLIDE BOLT
<br />LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />INSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />REV DATE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />DESCRIPTION
<br />
<br />CALL SIZE
<br />
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATION
<br />
<br />+15,0
<br />+15.0
<br />
<br />
<br />POOL BATH
<br />DOOR
<br />
<br />BREAKFAST TO
<br />LANAI DOOR
<br />
<br />EXTERIOR
<br />FRENCH
<br />DOOR
<br />
<br />CALL SIZE
<br />
<br />2868 (2/8 X 6/8)
<br />
<br />2468 (2/4 X 6/8)
<br />2668 (2/6 X 6/8)
<br />2668 (2/6 X 6/8)
<br />
<br />(2)2068 (4/0 X 0/8)
<br />(2)2668 ('5/0 X 6/8)
<br />(2)2868 (5/4 X 6/8)
<br />(2)3068 (6/0 X 618)
<br />
<br />FOR 8'-0" HI6H UNITS
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />+15,0
<br />+15,0
<br />+1'5.0
<br />+1'5.0
<br />
<br />-80.0
<br />-00.0
<br />-18.4
<br />-80,0
<br />
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />MANUF AC T1JRER SER! ES 1*
<br />
<br />DESIGN
<br />PRf5SURE (PSF)
<br />
<br />DESIGN
<br />SU6T!ON (PSF)
<br />
<br />-BOD
<br />
<br />-80.0
<br />
<br />2020HR
<br />3020HR
<br />4020HR
<br />5020HR
<br />6020HR
<br />2030HR
<br />3030HR
<br />4030HR
<br />5030HR
<br />6030HR
<br />2040HR
<br />3040HR
<br />4040HR
<br />5040HR
<br />6040HR
<br />2050HR
<br />3050HR
<br />4050HR
<br />5050HR
<br />6050HR
<br />
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 /OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 I 0H3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 I OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 I 0H3
<br />OH2 / OH3
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<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 lJIG SCREWS.
<br />
<br />f-
<br />I
<br />l?
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />o
<br />
<br />TRACK CONFIGURATION
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6" 70"
<br />7 -0 76
<br />7 -6 82
<br />8 -0" 88"
<br />
<br />5: Y'
<br />"
<br />W
<br />I
<br />"
<br />Z
<br />Z
<br />W
<br />ll.
<br />o
<br />
<br />
<br />2" GALV. STEEL TRACK,
<br />MIN. TRACK THICKNESS: .060"
<br />
<br />TYP. 2-1/2'x12 GA GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED)
<br />
<br />#14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />_.- - ...~.. - -. _...- _. ..~
<br />-. -..-.--..- --_. .-....-
<br />HTED AREAS DENOTES ASTM EI300 LIMiTATIONS AS REQUIRED By=WBC"200
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE
<br />VIEW "s" V:EW "C"
<br />
<br />+50.0
<br />+50,0
<br />
<br />
<br />NUAIR SLlDINS GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/N0iWDA 101 /IS2
<br />
<br />CALL SIZE
<br />
<br />MANUFAC T1JRER SERi ES 1*
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SU6TION (PSF)
<br />
<br />-64,6
<br />
<br />-55,0
<br />
<br />-31.1
<br />
<br />-55,0
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />5068 S6D
<br />6068 S6D
<br />0068 S6D
<br /><1068 S6D
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />20 GA. GALV. STEEL I~
<br />
<br />
<br />
<br />
<br />
<br />7/16" I.D. ROUND PUS:~ 18 GA. GALV. STEEL CENTER HiNGE
<br />FASTENER (ONE PER ROLLER) FASTENED TO INTER, STILES W/(4)
<br />#14x5/8" 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 />2" DIA SHORT STEM, 10 BALL STEEL ROLLER.
<br />
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />END
<br />STILE
<br />
<br />l::!.QIL2.; THE 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 THE LOADS LISTED ON
<br />THIS DRAWING,
<br />
<br />DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />TEST LOADS: +36.0 PSF & -37.0 PSF
<br />
<br />N
<br />-
<br />....J
<br />~
<br />,
<br />a..
<br />:c
<br />"0
<br />~
<br /><G
<br />~
<br />Co)
<br /><G
<br />c..
<br />.
<br />-
<br />-
<br /><D
<br />,.
<br /><D
<br />::z::
<br />
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />INTER.
<br />STILE
<br />
<br />D 3" r-
<br />1-7/8" ~
<br />T
<br />
<br />3" TALL X 20 GA. GALV. STEEL U-BARS
<br />IN A 2-1-2-1 PATTERN (I.E. TI'IO U-BARS
<br />ON BOTTOM SECTION, ONE U-BAR ON NEXT
<br />SECTION, ETC.). EACH U-BAR ATTACHED
<br />WITH 1/4"x3/4" SELF TAPPING SCREWS
<br />PER STILE LOCATION.
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />13 GA. GALV. STEEL BOTTOM BRACKET,
<br />ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
<br />ALUMINUM EXTRUSION
<br />& VINYL WEATHERSTRiP.
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />oS
<br />CD
<br />CO
<br />
<br />Clopey Bu;'din9 Pn>ducta Compony All Ri9hts R......ed,
<br />The arrangements depicted herein are the sole prope~
<br />~ t,t'.~r;~~% ~~il~~J f~~v;~sho~nf.on:ri~~~ ~%i~~ion.
<br />
<br />-
<br /><D
<br />"?
<br />C
<br />a
<br />
<br />""
<br /><D
<br />C
<br />
<br />a..
<br />:x:
<br />
<br />MAX. DOOR SIZE: 16'0"W X 8'OH
<br />
<br />DES, BY
<br />MWW
<br />
<br />
<br />REV.
<br />03
<br />
<br />DRA 'JING NO,
<br />101980
<br />
<br />CHECKED BY
<br />MWW
<br />
<br />DESCRIPTION
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24.5 PSF DESIGN LOAD
<br />
<br />DATE
<br />
<br />SCALE
<br />NOTED
<br />
<br />8/26/99
<br />
<br />CEPC
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNATI, OH 452 2
<br />DM.lon of elopey BuildIng Produc"
<br />
<br />+30
<br />+30
<br />+30
<br />+30
<br />
<br />NOTE:
<br />
<br />IT is THE CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWlNGS BEFORE CONSTRUCTiON
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWlNGS MUST BE BROUGHT TO THE AmNTiON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTiON.
<br />
<br />3068 (3/0 X 6/8)
<br />(2)2668 (5/0 X 6/8)
<br />(2)2868 (5/4 X 6/8)
<br />(2)3068 (610 X 6/8)
<br />(2)3080 (6/0 X 8/0)
<br />3068 (3/0 X 6/8)
<br />(2)2068 (5/0 X 6/8)
<br />(2)2868 (5/4 X 6/8)
<br />(2)3068 (6/0 X 6/8)
<br />(2)3080 (6/0 X 8/0)
<br />3068 (3/0 X 6/8)
<br />(2)2068 ('5/0 X 6/8)
<br />(2)2868 ('5/4 X 6/8)
<br />(2)3068 (6/0 X 6/8)
<br />(2)3080 (6/0 X 8/0)
<br />
<br />CALL SIZE
<br />
<br />8 X 1 (OR 80100H)
<br /><1 X 1 (OR C;0100H)
<br />16 X 1 (OR 160100H)
<br />
<br />T~ERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />RIO SIZE
<br />
<br />MANUFA6T1JRER DEsc.RiPTION
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />+25.<1
<br />
<br />34 1/2 X 82 1/2"
<br />
<br />1*100 FLUSH STEEL
<br />
<br />30 1/2 X 82 1/2"
<br />32 1/2 X 82 1/2"
<br />32 1/2 X 82 1/2"
<br />
<br />#118 ONE LITE STEEL FRENCH
<br />#li8 ONE LITE STEEL FRENCH
<br />#128 TEN LITE STEEL FRENCH
<br />
<br />+25.Cl
<br />+25.<1
<br />+25.Cl
<br />+25.<1
<br />+25,<1
<br />+24.1
<br />+24,1
<br />+24.1
<br />+24,1
<br />
<br />51 1/4 X 82 1/2"
<br />63 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />15 1/4 X 82 1/2"
<br />
<br />1*108 15 LITE STEEL FRENCH
<br />#108 15 LITE STEEL FRENCH
<br />#108 15 LITE STEEL FRENCH
<br />#!08 15 LITE STEEL FRENCH
<br />
<br />(H) X Cl8 1/2"
<br />
<br />38 1/2 X 82 1/2"
<br />63 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />15 1/4 X 82 1/2"
<br />15 1/4 X <18 1/2"
<br />38 1/2 X 82 1/2"
<br />63 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />15 1/4 X 82 1/2"
<br />15 1/4 X <18 1/2"
<br />38 1/2 X 82 1/2"
<br />63 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />15 1/4 X 82 1/2"
<br />15 1/4 X <18 1/2"
<br />
<br />+25.Cl
<br />+24.1
<br />+24.1
<br />+24,1
<br />+24.1
<br />
<br />#208 STEEL 8 PANEL
<br />
<br />#FC-60 6 PANEL FIBERCLASSIC
<br />
<br />+25.<1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24,1
<br />+25.<1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />#FC-60 6 PANEL FIBERCLASSIC
<br />OR
<br />#F6-2000 I liTE FRENCH
<br />FIBERCLASSIC
<br />( OJSTOMER CHOICE)
<br />
<br />BANCO OVERHEAD DOORS, INC.
<br />GARAGE DOOR SCHEDULE
<br />TESTED PER A.NSI/AMMA/NHHDA 101 /IS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />TEST LOADS
<br />SUCTION (PSF)
<br />
<br />-48.0
<br />
<br />-48.0
<br />
<br />-31.0
<br />
<br />DESIGN LOADS
<br />PRESSURE (PSF)
<br />
<br />DESIGN LOADS
<br />SUCTION (PSF)
<br />
<br />-32,0
<br />
<br />-32.0
<br />
<br />+31.5
<br />+31.5
<br />+36,0
<br />
<br />+25.0
<br />+25,0
<br />+24.0
<br />
<br />-24.5
<br />
<br />EXTERIOR HINDOHS AND DOOR NOTES
<br />
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
<br />BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA
<br />LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TESTING ENTI1Y.
<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. FBC 1707.4.5.1-1707.4.5.4
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />
<br />-34.1
<br />
<br />-34.1
<br />
<br />-34.1
<br />
<br />-34.1
<br />
<br />-34.1
<br />
<br />-34.1
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />
<br />il
<br />
<br />D E ~~~~~~.
<br />
<br />P.o. eox 34fW - APOLLO eEACf.1 - FLORIDA - 33512
<br />~ .. (&13) 64& 0166 FAX .. (&13) 64& ~~
<br />e6 4&10 0111ESE DRA\'I1NGS AND DESIGNS ARE 111E JOINT PROf'ERfY OF DANSCO ENGINEERING, PA AND 111E
<br />'0'CUENT ON 1111S PRO.fCT. ANY REPROOIJCT10N OR UNAUTI10RIZID USE IS PROHIBITED - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR J-iOMi:S
<br />
<br />6CAJ..E NOTED
<br />DATE 112/02
<br />
<br />TAMPA DIVl61CN
<br />
<br />DAAU.N 6.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR 4 WINDOW T A6LES
<br />
<br />DE J06 NO. PM - 5021
<br />
<br />6DWI
<br />
|