|
<br />MODEL: 110RW4 (25 GA.
<br />MODEL: i20RW4 (24 GA.
<br />
<br />STEEL SKIN)
<br />STEEL SKIN)
<br />r OPTIONAL DSB GlASS OR
<br />1/8" ACRYLIC LITES AVAIlABLE
<br />(SEE SECTION B-B)
<br />20 GA. MIN, END STILES ATTACHED TO DOOR
<br />SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN, STEEL
<br />TOP. BOTTOM & CENTER). GALVANI~I~~. 93..~Tlg_~~THpR~M~~.
<br />AND A BAKED-ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN,
<br />
<br />REV
<br />
<br />DATE
<br />
<br />DE SC R IP TION
<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 />3" TALL U-BAR
<br />20 GA. GAlV, STEEL
<br />50 KSI MIN,
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />03 1/2000
<br />
<br />
<br />(1) INTERMEDIATE STILE
<br />ATTACHED W/ TOC-L-LOC (TOP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />r
<br />
<br />
<br />LOCK POSITiON
<br />(80TH SIDES)
<br />nvo POINT LOCKING
<br />
<br />14 GA GALV, STEEL
<br />END HINGE. EACH
<br />FASTENED TO END
<br />STILES W/(4) #14x5/8"
<br />SHEET METAL SCREWS
<br />&c (4) 1/4"x3/4" SELF
<br />TAPPING SCRE'NS,
<br />
<br />f-- "L"
<br />:r:
<br /><.:>
<br />GJ
<br />I
<br /><.:>
<br />Z
<br />Z
<br />w
<br />0-
<br />o
<br />
<br />D 3" r
<br />1-7/8" p
<br />T
<br />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />/'"""'\
<br />!./
<br />---- 16 GA. GALV, STI:EL TOP
<br />ROUER BPACKET, EACH
<br />BPACKET AITACHED W/(3)
<br /># 14x5/8" SHEET METAL
<br />SCREWS,
<br />
<br />rr
<br />
<br />13 GA. GALV. STEEL FlAG BRACKET,
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/ 16"x 1-5/8" WOOD lAG SCREWS.
<br />
<br />DES/6N
<br />PRESSURE (PSF)
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />
<br />-80.0
<br />
<br />-W.o
<br />
<br />6ARA6E
<br />SERVICE DOOR
<br />
<br />CALL SIZE
<br />
<br />MANUFACllJRER SERIES 1*
<br />
<br />o
<br />I
<br />'co
<br />
<br />II
<br />f--
<br />I
<br /><.:>
<br />GJ
<br />I
<br />CJ::
<br />o
<br />o
<br />Q
<br />
<br />X
<br /><{
<br />:::::
<br />
<br />LOCATiON
<br />
<br />f--
<br />I
<br /><.:>
<br />GJ
<br />I
<br />cz::
<br />o
<br />o
<br />Q
<br />
<br />IA2SH (1/2 32SH)
<br />22SH
<br />32SH
<br />I A3 (1/2 33SH)
<br />23SH
<br />33SH
<br />IA4SH (1/2 34SH)
<br />24SH
<br />34SH
<br />IA5SH (!/2 35SH)
<br />25SH
<br />35SH
<br />IAoSH (1/2 30SH)
<br />20SH
<br />30SH
<br />2020SH
<br />3020SH
<br />4020SH
<br />2030SH
<br />3030SH
<br />4030SH
<br />2040SH
<br />3040SH
<br />4040SH
<br />2050SH
<br />3050SH
<br />4050SH
<br />2000SH
<br />3000SH
<br />4000SH
<br />
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />Cloo
<br />ClOO
<br />'100
<br />'100
<br />Cloo
<br />ClOO
<br />ClOO
<br />'100
<br />ClOO
<br />ClOO
<br />ClOO
<br />Cloo
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />Cloo
<br />ClOO
<br />ClOO
<br />ClOO
<br />Cloo
<br />'100
<br />'100
<br />
<br />+75.0
<br />+75.0
<br />
<br />TRACK CONFIGURATION
<br />
<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 />POOL BATH
<br />DOOR
<br />
<br />ONE 3" TALL x 20 GA,
<br />50 KSJ MIN. U-BAR
<br />PER DOOR SECTION,
<br />&
<br />
<br />
<br />EN 0 _____
<br />STILE
<br />
<br />rSLlDE BOLT
<br />I LOCK ENGAGES
<br />I NTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />INSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />iTP 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED),
<br />
<br />BREAKFAST TO
<br />LANA.I DOOR
<br />
<br />3" TAU x 20 GA. GALV,
<br />STEEL U-BAR ONE U-BAR
<br />PER SECTIO,~ EACH U-BAR ATTACHED
<br />WITH TWO 1/4'x3/4" SELF TAPPING
<br />SCREWS PER STILE LOCATION,
<br />
<br />L
<br />\
<br />
<br />LOCATION OF
<br />OPTIONAL VENTS
<br />OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />:-1AX, roOR V1DTH 9'0'
<br />
<br />EXTERIOR
<br />FRENCH
<br />DOOR
<br />
<br />/l14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />13 GA. GAlV, STEEL BOTTOM BPACKET,
<br />'--- AITACHEO WITH TWO #14x5/8"
<br />~ SHEET METAL SCRE'IIS,
<br />DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN),
<br />DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN), ~L~I~~~~~~~P.
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />-80.0
<br />-80.0
<br />-18.4
<br />-80.0
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS,
<br />14 GA. END HINGES
<br />VIEW "B"
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "C"
<br />
<br />+15.0
<br />+15.0
<br />+15.0
<br />+75.0
<br />
<br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2000 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" 00 MIN. WASHERS REQUIRED
<br />20 GA. GAlV. STEEL I~NTE~' STILE 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 />
<br />~ 18 GA. GALV STEEL CENTER HINGE
<br />FASTENED TO INTER. STilES W/(4)
<br />#14x5/8" SHEET METAL SCREW5
<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 />OPTIONAL 1 0 SCREW
<br />WINDOW liTE
<br />
<br />SECTION B-B
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />
<br />2" DIA SHORT STEM. 10 BALL STEEL ROLLER.
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />DESIGN LOADS: +250 P.S,F, & -32,0 PST,
<br />TEST LOADS: +37,5 P,S.F, & -48,0 P,S.F,
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />END
<br />STILE
<br />
<br />
<br />
<br />INTER,
<br />STILE
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />SN.AP lATCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR,
<br />
<br />12 GA. GAlV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB--'"
<br />WITH ONE 5/16"x1-5/8" LAG SCREW
<br />PER TRACK BRACKET,
<br />
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />OUTSIDE
<br />HAN D LE
<br />
<br />OUTSIDE KEYED
<br />HANDLE
<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 nvo 1/4" DIA RIVETS.
<br />
<br />END
<br />STILE
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />INSIDE HANDLE
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lATCH LOCK OPTION
<br />
<br />PREPi,R6,TION OF JAMBS BY OTHERS
<br />
<br />
<br />!li:Y
<br />03
<br />
<br />IlRA IflNG f<ll
<br />101979
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS
<br />SHALL BE THE RESPONSIBILliT 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, VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4" 00, MIN,
<br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />DES. BY
<br />MWW
<br />
<br />DESCRIPTION
<br />
<br />SiNGLE CAR MODEL 110RW4 & 120RW4
<br />+25,0/-32,0 PSF DESIGN LOAD
<br />
<br />TED AREAS DENOTES ASn-1 EI300 L1MITATIO
<br />
<br />CHECKED Br
<br />MWW
<br />
<br />
<br />
<br />DATE SCALE
<br />8/26/99' N07(D
<br />
<br />MAX, DOOR SIZE 9'O"W X 8'0"H
<br />
<br />CEPC
<br />
<br />(513) 381 -4800
<br />
<br />J 12 WALNUT STRfET6 SUITE 1600
<br />CINCINNATI, OH 452 2
<br />DlYftJotl of CloP4Y Bu/IdIng Produm
<br />
<br />C10pay BuI!dil"9 Prod;"c;:te Compclrl1 At! R~~ R~.
<br />
<br />The olTQn9f'mentJ depicted h.~in ar9 the 801. proPf'rtr
<br />of In. efopo,. Bl.lildin9 Producta Corrypon)'. Qnd moy not
<br />be ~produ~ in any form without rts written perm~ion.
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />MODEL 110RW4 (25 GA STEEL SKIN}
<br />MODE
<br />
<br />REV
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />
<br />(5) INTERMEDIATE STILES FOR 16' WIDE DOOR
<br />
<br />20 GA MIN END STILES ATTACHED TO DOOR
<br />-L-LOC SYSTEM
<br />),
<br />
<br />o
<br />I
<br />Co
<br />
<br /> -/ .- ~~ATENTED TOG
<br />L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br /> AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & Cr:NTER
<br /> -
<br /> r OPTIONAL SSB GLASS OR ..
<br /> 1/8" ACRYLIC LITES AVAIlABLE
<br /> (SEE SECTION B-B)
<br /> [' ,
<br /> = D D D E3 ~
<br /> F=
<br /> ~ 1 II I~-~ ~ ~ '=
<br /> l= II :1/ f
<br /> 1 I ~~v
<br /> ~~
<br /> - - V B B ( \
<br /> V
<br /> ---
<br />C I-----
<br /> - -- VI EW
<br /> C
<br /> 17\ 7IJ V\
<br /> D D /LO
<br /> D D D 5< D 6< (B
<br /> ~ TW
<br /> N ~
<br /> 1\ T \ J !\
<br /> D D CJ \ CJ D D /
<br /> ./
<br /> -
<br /> I~
<br /> ,,;j
<br /> ~ LOCATION OF - A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />
<br />TIONS AS REQUIRED BY FBC 2001
<br />
<br />CALL SIZE
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />+50.0
<br />
<br />+50.0
<br />
<br />DESIGN
<br />SUCTiON (PSF)
<br />
<br />-80.0
<br />
<br />-W.o
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATION
<br />
<br />MANUFACllJRER SERIES 1*
<br />
<br />2020HR
<br />3020HR
<br />4020HR
<br />5020HR
<br />0020HR
<br />2030HR
<br />3030HR
<br />4030HR
<br />5030HR
<br />6030HR
<br />2040HR
<br />3040HR
<br />4040HR
<br />504Qf1R
<br />o040HR
<br />2050HR
<br />3050HR
<br />4050HR
<br />5050HR
<br />
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / OtB
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />IEW "B"
<br />
<br />rr=
<br />
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/8" WOOD lAG SCREWS,
<br />
<br />f--
<br />:r:
<br />c.:>
<br />W
<br />:r:
<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 />"C"
<br />
<br />f--
<br />I
<br />c.:>
<br />W
<br />I
<br />CJ::
<br />o
<br />o
<br />o
<br />
<br />2" GALV, STEEL TRACK,
<br />MIN. TRACK THICKNESS: .060"
<br />
<br />!i: ''L''
<br /><.:>
<br />w
<br />:r:
<br /><.:>
<br />z
<br />Z
<br />w
<br />a..
<br />o
<br />
<br />CK POSITION
<br />OTH SIDES)
<br />o POINT LOCKING
<br />
<br />iTP, 2-1/2"x12 GA, GALV, STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED),
<br />
<br />x
<br /><{
<br />:::::
<br />
<br />
<br />3" X 20 GA. U-BARS,
<br />U-BARS IN A 2-1-2-1
<br />PATIERN (IE. TWO U-BARS
<br />ON BOTTOM SECTION.
<br />ONE U-BARS ON NEXT
<br />SECTlON, ETC.)
<br />
<br />0050HR
<br />
<br />{/14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />I
<br />
<br />J
<br />
<br />OPTIONAL VENTS
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE
<br />VIEW "B" VIEW "C"
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHWDA 101 IIS2
<br />
<br />MAX. DOOR WIDTH = 16'-0"
<br />INSIDE ELEVATIONS
<br />
<br />& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2 QOO 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" 0.0, 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 UTE
<br />SECTION B-B
<br />
<br />+30
<br />+30
<br />
<br />NOTE -L
<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 />CALL SIZE
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />DESI6N
<br />SUCTION (PSP)
<br />
<br />-64.0
<br />
<br />-55.0
<br />
<br />-3/.1
<br />
<br />-55.0
<br />
<br />MANUFACllJRER SERIES 1*
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN, GALV. STEEL END STILE
<br />
<br />)
<br />) C-
<br />) :l:
<br />I
<br />~
<br />) .a
<br />)
<br />" .llC
<br />" (Q
<br />) <D
<br />" -0
<br />. 0
<br />>> -
<br />::J
<br />>> <
<br />
<br />
<br />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB--'"
<br />WITH ONE 5/16"x1-5/8" lAG SCREW
<br />PER TRACK BRACKET,'
<br />
<br />&
<br />
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />5008 SGD
<br />6068 SGD
<br />W08 SGD
<br />Cl068 SGD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />+30
<br />+30
<br />
<br />91AP LATCH ENGAGES
<br />ONTO VERTICAL TRACK,
<br />O~JE SNAP lATCH ON
<br />EACH SIDE OF DOOR.
<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 TVVO 1/4" DIA. RIVETS,
<br />
<br />20 GA. GALV. STEEL I~
<br />
<br />
<br />
<br />7/16" 1.0. 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 />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />
<br />JAMB CONFIGURATION
<br />SECTION C-C
<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 />...
<br />" 0
<br />1_
<br />>>
<br />)
<br />I en
<br />..,.
<br />a-
<br />:~
<br />
<br />.&.
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCREWS ON 18" CENTERS, 1-1/4" 0.0. MIN.
<br />WASHER REQUIRED, LAG 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 />OUTSIDE KEYED
<br />HANDLE
<br />
<br />SHIP lAP JOINTS.
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />2" DIA. SHORT STEM. 10 BALL STEEL ROLLER.
<br />
<br />:Q)
<br />) G:I
<br />) ()
<br />- >
<br />~ <D
<br />" -0
<br />~N
<br />- -
<br />....J
<br />J~
<br />J ,
<br />, C-
<br />: :l:
<br />>> -0
<br />J ...
<br />" CD
<br />_ .llC
<br />! g
<br />" C-
<br />. ,
<br />: -
<br />. -
<br />: fit
<br />. -
<br />j :.
<br />~ G:I
<br />. :l:
<br />
<br />14 GA. GALV. STEEL
<br />END HINGE, EACH
<br />FASTENED TO END
<br />STilES W/(4) #14x5/8"
<br />SHEET METAL SCREWS
<br />& (4) 1/4"x3/4" SELF
<br />TAPPING SCREWS,
<br />
<br />END
<br />STILE
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lATCH LOCK OPTION
<br />
<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 />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN, YEILD STRENGTH: 50 KSI
<br />
<br />~ 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 />
<br />DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />TEST LOADS: +36.0 PSF & -37.0 PSF
<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 PATTERN (I.E, nvo 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 />MAX, DOOR SIZE: 16'0"W X 8'OH
<br />
<br />
<br />DRAV1NG NO.
<br />101980
<br />
<br />REV,
<br />03
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR,
<br />
<br />MWW MWW
<br />
<br />CHECKED BY
<br />
<br />DES, BY
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />DESCRIPTION
<br />
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24.5 PSF DESIGN LOAD
<br />
<br />SECTION A-A (SIDE VIEW)
<br />
<br />DATE
<br />
<br />SCALE
<br />NOTED
<br />
<br />13 GA. GALV. STEEL BOTIOM 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 />8/26/99
<br />
<br />NOTE: IT IS 111E CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWlNGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUC11JRAL INTEGRITY OF 111IS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, 0111ER DESIGN PROFESSIONALS'
<br />SHOP DRAWlNGS. CONTRACTORS' BUILDING MEn-tODS, AND TI-JESE SIGNED AND SEALED
<br />DRAWlNGS MUST BE BROUGHT TO n-tE A ffiNTlON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />mE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />I
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<br />ClCI
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<br />
<br />~-;
<br />J G:I
<br />:10
<br />-
<br />" C-
<br />!:x
<br />
<br />CEPe
<br />
<br />(513) 381 -4800
<br />
<br />312 WALNUT STREET,:, SUITE 1600
<br />CINCINNA Tt, OH 452v2
<br />DMs/on of elopey Building Praducls
<br />
<br />Clopoy Building Products Compony AA Ri9ht~ Resorved.
<br />
<br />Th9 arrangements depicted herein are the sole property
<br />of the C!opoy Suildin9 Products Compon)' and may not
<br />be reproduced in on)' form without its written permission.
<br />
<br />CALL SIZE
<br />
<br />2808 (2/8 X 0/8)
<br />
<br />2468 (2/4 X 6/8)
<br />2608 (2/6 X 0/8)
<br />2068 (210 X 6/8)
<br />
<br />(2)2068 (4/0 X 6/8)
<br />(2)2008 (5/0 X 6/8)
<br />(2)2808 (5/4 X 0/8)
<br />(2)3008 (0/0 X 6/8)
<br />
<br />3008 (3/0 X 6/8)
<br />(2)2608 (5/0 X 6/8)
<br />(2)2808 (5/4 X 6/8)
<br />(2)3068 (010 X 018)
<br />(2)3080 (0/0 X 8/0)
<br />3068 (3/0 X 0/8)
<br />(2)2668 (5/0 X 0/8)
<br />(2)2868 (5/4 X 0/8)
<br />(2)3008 (6/0 X 0/8)
<br />(2)3080 (0/0 X 8/0)
<br />3008 (3/0 X 0/8)
<br />(2)2008 (5/0 X 6/8)
<br />(2)2868 (5/4 X 6/8)
<br />(2)3008 (6/0 X 6/8)
<br />(2)30W (0/0 X 8/0)
<br />
<br />CALL SIZE
<br />
<br />8 X 1 (OR 80100H)
<br />Cl X 1 (OR Cl0100H)
<br />10 X 1 (OR [00700+1)
<br />
<br />THERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMAMHWDA 101 /152
<br />
<br />RIO SIZE
<br />
<br />34 1/2 X 82 1/2"
<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 />51 1/4 X 82 1/2"
<br />03 1/4 X 82 1/2"
<br />01 1/4 X 82 1/2"
<br />75 1/4 X 82 1/2"
<br />
<br />(H) X Cl8 1/2"
<br />
<br />38 1/2 X 82 1/2"
<br />03 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />75 1/4 X 82 1/2"
<br />15 1/4 X er8 1/2"
<br />38 1/2 X 82 1/2"
<br />03 1/4 X 82 //2"
<br />01 1/4 X 82 1/2"
<br />15 1/4 X 82 1/2"
<br />15 1/4 X Cl8 1/2"
<br />38 1/2 X 82 1/2"
<br />63 1/4 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 Cl8 1/2"
<br />
<br />MANUF AC llJRER DESC-RI PTI ON
<br />
<br />1*100 FLUSH STEEL
<br />
<br />1*118 ONE LITE STEEL FRENCH
<br />1*118 ONE LITE STEEL FRENCH
<br />1*128 TEN LITE STEEL FRENCH
<br />
<br />1*108 15 LITE STEEL FRENCH
<br />1*108 15 LITE STEEL FRENCH
<br />1*108 15 LITE STEEL FRENCH
<br />#108 15 LITE STEEL FRENCH
<br />
<br />1*208 STEEL 8 PANEL
<br />
<br />i*f'C-OO 6 PANEL FIBERCLASSIC
<br />
<br />i*f'C-oO 0 PANEL FIBERCLASSIC
<br />OR
<br />i*f'C-2000 I LITE FRENCH
<br />FIBERCLASSIC
<br />( CUSTOMER CHOICE)
<br />
<br />BANCO OVERHEAD DOORSr INC.
<br />GARAGE DOOR SCHEDULE
<br />TESTED PER Al'ISI/AMMA/NHHDA 101 /IS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />+37.5
<br />
<br />+31.5
<br />
<br />+30.0
<br />
<br />TEST LOADS
<br />SlJC.TION (PSF)
<br />
<br />-48.0
<br />
<br />-48.0
<br />
<br />-3/.0
<br />
<br />DESI6N LOADS
<br />PRESSURE (PSF)
<br />
<br />+25.0
<br />+25.0
<br />+24.0
<br />
<br />FOR 8'-0" HI6H UNITS
<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/AMMAINWWDA
<br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA
<br />LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TESTING ENTllY.
<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. FBG 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 />DES/6N
<br />PRESSURE (PSF)
<br />
<br />+25.Cl
<br />+25.'1
<br />+25.Cl
<br />+25.Cl
<br />+25.'1
<br />+25.'1
<br />+24.7
<br />+24.1
<br />+24.7
<br />+24.1
<br />
<br />+25.er
<br />+24,1
<br />+24,7
<br />+24.1
<br />+24.1
<br />+25.er
<br />+24,7
<br />+24.7
<br />+24.1
<br />+24.7
<br />+25.Cl
<br />+24.7
<br />+24.7
<br />+24.1
<br />+24,7
<br />
<br />DESI6N LOADS
<br />SUC TI ON (PSF)
<br />
<br />-32.0
<br />
<br />-32.0
<br />
<br />-245
<br />
<br />DES/6N
<br />SlJC,TION (PSF)
<br />
<br />-34.1
<br />
<br />-34.7
<br />
<br />-34.1
<br />
<br />-34,1
<br />
<br />-34.7
<br />
<br />-34.7
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-32.4
<br />
<br />-34.7
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />-34.7
<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 />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. eox 34ele> - APOL.LO BEACH - FL~IDA - 33!;12
<br />~ - (813) 645 0166 PA>< - (813) 646 ca6ca8
<br />Ee At!.I__ IC\ M:SE DRAI'lINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND 111E
<br />......, IV ~ CUENT ON 1111S PRO..fCT, ANY REPRODUCTION OR JNAUl110RlZED USE IS PROHIBITED - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OM:ee
<br />
<br />8CALE NOTED
<br />DATE 112/02
<br />
<br />TAMPA DIVI61~
<br />
<br />DRAU.N a.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR 4 WINDOW T A6LEe
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />6DWI
<br />
|