|
<br />MODEL: 110RW4 (25 GA.. STEEL
<br />MODEL: 120RW4 (24 GA. STEEL
<br />
<br />REV
<br />01
<br />02
<br />03
<br />
<br />DESCRIPTION
<br />
<br />ADD 'CBPe' TO TITLE BLOCK
<br />
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />
<br />JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />i- 2. THICK
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN,
<br />
<br />DATE
<br />9/27/1999
<br />12/01/1999
<br />112000
<br />
<br />SKiN)
<br />SKIN)
<br />OPTIONAL DSB GLASS OR
<br />1/S" 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
<br />TOP. BOTTOM & CENTER),
<br />
<br />'0
<br />I
<br />co
<br />
<br />II
<br />
<br />
<br />,rJS!DE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />
<br />(1) INTERMED!ATE STILE
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />D 3" I-
<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 />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2
<br />
<br />rr
<br />
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/S" WOOD LAG SCREWS,
<br />
<br />16 GA. GALV STEEL TOP
<br />ROLLER BRACKET, EACH
<br />BRACKET ATTACHED W/(3)
<br />*14x5/8. SHEET METAL
<br />SCREWS.
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />
<br />-80.0
<br />
<br />-80.0
<br />
<br />CALL SIZE
<br />
<br />MANUF AC T1JRER SERI ES il
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />LOCATION
<br />
<br />l-
<br />I
<br />o
<br />W
<br />I
<br />0::
<br />o
<br />o
<br />o
<br />II
<br />I- "L"
<br />I
<br />o
<br />W
<br />I
<br />o
<br />Z
<br />Z
<br />w
<br />Il.
<br />o
<br />
<br />IA2SH (//2 32SH)
<br />22SH
<br />32SH
<br />IA3 (1/2 33SH)
<br />23SH
<br />33SH
<br />IA4SH (1/2 34SH)
<br />24SH
<br />
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />ClOO
<br />ClOO
<br />ClOO
<br />
<br />+15.0
<br />+15.0
<br />
<br />TRACK CONFIGURATION
<br />
<br />6ARAiSE
<br />SERVICE DOOR
<br />
<br />LOCK POSiTIor,
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />
<br />l-
<br />I
<br />()
<br />W
<br />I
<br />0::
<br />o
<br />o
<br />o
<br />
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6 70
<br />7 -0 76
<br />7 -6 S2
<br />8 -0 S8
<br />
<br />I 4 GA. GAL V STEEL
<br />END HINGE, EACH
<br />FASTENED TO END
<br />STILES W/(+) #1+x5/8"
<br />SHEET METAL SCREWS
<br />&: (+) 1/+'x3/+' SELF
<br />T APPI NG SC REWS
<br />
<br />
<br />TiP 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />BREAKFAST TO
<br />LAN.AI DOOR
<br />
<br />2" GALV. STEEL TRACK.
<br />MIN, TRACK THICKNESS: .060"
<br />
<br />POOL BATH
<br />DOOR
<br />
<br />ONE 3" TALL x 20 GA.
<br />50 KSI f.~iN. U-BAR
<br />PER DOOR SECTION.
<br />,&
<br />
<br />r 3" TALL x 20 GA GALV,
<br />STEEL U-BAR ONE U-BAR
<br />PER SECTION EACH U-BAR ATTACHED
<br />WITH TWO 1/+"x3/+' SELF lAPPING
<br />SCREWS PER STILE LOCATION
<br />
<br />
<br />x
<br /><(
<br />:::;;
<br />
<br />END
<br />STILE
<br />
<br />rSLlDE BOLT
<br />/ LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />~
<br />
<br />EXITRIOR
<br />FRENCH
<br />DOOR
<br />
<br />LOCATION OF-
<br />OPTIONAL VENTS
<br />OPTIONAL OUTSIDE KEYED LOCK POSITIOt,
<br />HAX DOOR 'JIDTH 9'0'
<br />
<br />34SH
<br />
<br />I A5SH (//2 35SH)
<br />25SH
<br />35SH
<br />IAbSH (1/2 36SH)
<br />26SH
<br />36SH
<br />
<br />ClOO
<br />ClOO
<br />ClOO
<br />'100
<br />'100
<br />'100
<br />ClOO
<br />'100
<br />'100
<br />ClOO
<br />'100
<br />ClOO
<br />'100
<br />ClOO
<br />'100
<br />'100
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />~ #14x5/S" SHEET METAL SCREWS
<br />
<br />
<br />6~
<br />~
<br />
<br />~.~~. 1/4"x3/4" SELF
<br />o TAPPING SCPEWS,
<br />14 GA, END HINGES
<br />VIEW "B"
<br />
<br />
<br />CALL SiZE
<br />
<br />2868 (2/8 x 618)
<br />
<br />24be> (2/4 x 618)
<br />2668 (2/6 x 618)
<br />2668 (2/6 x 618)
<br />
<br />(2)2068 (410 x 618)
<br />(2)2668 (510 x 618)
<br />(2)2868 (5/4 x 618)
<br />(2)3068 (6/0 x 618)
<br />
<br />13 GA, GALV, STEEL BOTTOM BRACKET
<br />ATTACHED 'l/In-! TWO #14x5/8.
<br />SH EET METAL SC PEWS,
<br />
<br />FOR 8'-0" H!6H UNITS
<br />
<br />r,OTE 1:
<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 />ALUMINUM EXffiU$ION
<br />& VINYL WEATHERSTRIP,
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />+15.0
<br />+15.0
<br />+15.0
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />18 GA, INTERMEDIATE HINGE
<br />VIEW "c"
<br />
<br />2020SH
<br />
<br />+15.0
<br />
<br />-80.0
<br />-80.0
<br />-18.4
<br />-80.0
<br />
<br />SSB GLASS OR ~
<br />1/8" ACRYLIC LITE
<br />
<br />
<br />#8x3/4" PAN HEAD SCREW..J
<br />(10 SCREWS PER LITE)
<br />
<br />END
<br />STILE
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<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 MOLDED INSIDE
<br />1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER
<br />PSI MIN. CONCRffi), WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" 00. MIN, WASHERS REQUIRED
<br />20 GA GALV, STEEL I~NTEgR' STILE WITH TAPCONS ANCHORS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE, HORIZONTAL JAMBS 00 NOT
<br />TRANSFER LOAD.
<br />
<br />
<br />l ~ 18 GA. GALV, STEEL cunER HINGE
<br />FASTENED TO INTER. STILES W/(4)
<br />#14x5/S" SHEET METAL SCREWS
<br />1 4 GA. GALV. STEEL ROLLER HiNGES OUTSIDE KEYED
<br />FASTENED TO END STILES EACH W/(4) HANDLE
<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 />OPTIONAL 10 SCREW
<br />WINDOW LITE
<br />
<br />SECTION B-B
<br />
<br />3020SH
<br />4020SH
<br />2030SH
<br />3030SH
<br />4030SH
<br />2040SH
<br />3040SH
<br />4040SH
<br />2050SH
<br />3050SH
<br />4050SH
<br />2060SH
<br />3060SH
<br />4060SH
<br />
<br />r STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR,
<br />
<br />
<br />
<br />INTER.
<br />STILE
<br />
<br />SNAP 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 JAMBJ
<br />WITH ONE 5/16"x1-5/8" LAG SCREW
<br />PER TRACK BRACKET
<br />
<br />
<br />
<br />2" GALV. STEEL TRACK FASTENED TO j
<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 />OUTSiDE
<br />HAN 0 LE
<br />
<br />
<br />END
<br />STILE
<br />
<br />INSIDE HANDLE
<br />
<br />2" DIA SHORT STEM, 10 BALL STEEL ROLLER.
<br />JAMB CONFiGuRATION
<br />SECTION C-C
<br />
<br />DESIGN LOADS: +250 PSF. & -32.0 PSF
<br />TEST LOADS: +37,5 P,S,F, & -4S.0 P.S.F.
<br />
<br />OUTSIDE KEYED LOCK
<br />SN.AP LATCH LOCK OPTION
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />DES. BY
<br />
<br />
<br />REV,
<br />03
<br />
<br />Dl<A Io'lNG ND.
<br />101379
<br />
<br />CHECKED BY
<br />
<br />DESCRIPTION
<br />
<br />SINGLE CAR MODEL 110RN4 & 120RW4
<br />+25.0/-32.0 PSF DESIGN LOAD
<br />
<br />REAS DENOITS ASTM EI300 LIMITATIONS AS REQU!~gj2~~@::F 2
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE PESPor,SIBIlITY OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />W-H CURRErH BUILDifiG CODES FOR THE LOADS LISTED or,
<br />THIS DRAWING
<br />
<br />MW'W MW'W
<br />
<br />
<br />
<br />DATE
<br />8/26/33
<br />
<br />SCALE
<br />NOTED
<br />
<br />VERTICAL JAMB A.TTACHMENT (WOOD FRAME BUILDINGS)
<br />1/2"x3" LAG SCREWS ON 24' 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 />MAX. DOOR SIZE 9'0"W x 8'0"H
<br />
<br />C1B P C1
<br />
<br />(513) 381-+800
<br />
<br />.3 12 WALNUT STREH6 SUITE 1500
<br />CINCINNATI, OH 4-52 2
<br />DMI/on of C!opay Bu/IdInQ Product8
<br />
<br />C/opay BlJIldirrq Prod1.clJ Compo"'- All R;ghtB Re~od.
<br />
<br />Th. o~r'>~mfl1tJ depicte4 h.~in 0,. U-.. 1101. provertY
<br />~ tt,. CIOp(l)' evild;r,__ Pr~dl,jcU Compcn)' 0('1(1 mc)" :'1~
<br />be reproduced in on)' form without iU written permiS$lon.
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2
<br />
<br />MODEL' 110RW4 (25 GA STEEL SKIN)
<br />MODE
<br />
<br />REV DATE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />DESCRIPT ION
<br />
<br />(5) IWERMEDIATE STILES FOR 16' WIDE DOOR
<br />
<br />20 GA MIN END STILES ATTACHED TO DOOR
<br />-L-LOC SYSTEM
<br />),
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />DESI6N
<br />SlJC.TION (PSF)
<br />
<br />-80.0
<br />
<br />-80.0
<br />
<br />CALL SIZE
<br />
<br />'0
<br />I
<br />:0
<br />
<br /> /
<br />L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) ~ATENTEO TOG
<br /> A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER
<br /> r OPTIONAL SSB GLASS OR -
<br /> 1/S" ACRYLIC LITES AVAILABLE
<br /> ! (SEE SECTION B-B)
<br /> i
<br /> ~ E3 I E3 \\ - \\0 D D ~
<br /> === =
<br /> = i i I i , ~ ~ =
<br /> i I,
<br /> A)
<br /> , ~ ""
<br /> - -
<br />t \ \ B ( \ (
<br />C II I -
<br /> I ~ -------
<br /> -
<br /> C - VIEW
<br /> I V\
<br /> ~f\ V'J V'J ~
<br /> ~D' CJ 0 0 0 0 /LO
<br /> X :g (B
<br /> TW
<br /> '-\
<br /> ~j I
<br /> "I II \ if' '\.
<br /> i
<br /> 10 0 OJ \, CJ 0 CJ /
<br /> /
<br /> r-JI Ih (
<br /> ~ LOCATION OF A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br /> -
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE
<br />VIt:W "B" VIEW "C"
<br />
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATION
<br />
<br />MANUFACT1JRER SERIES il
<br />
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / 0H3
<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 />
<br />+50.0
<br />+50.0
<br />
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />VIEW "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 />I-
<br />J:
<br />()
<br />W
<br />I
<br />0::
<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 />I
<br />V
<br />'w
<br />I
<br />
<br />2" GALV, STEEL TRACK,
<br />MIN. TRACK THIC~:NESS: .060"
<br />
<br />
<br />'I ''L''
<br />()
<br />w
<br />J:
<br />()
<br />Z
<br />Z
<br />W
<br />D-
<br />O
<br />
<br />o
<br />o
<br />o
<br />
<br />CK POSiTION
<br />OTH SIDES)
<br />o POINT LOCKING
<br />
<br />TYP. 2-1 /2"x 12 GA. GALV, STEEL TRACK BRACKET,
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />x
<br />...:
<br />:::;;
<br />
<br />u
<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, ETo.)
<br />
<br />6050HR OH2 / 0~3
<br />
<br />#14x5/S" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />
<br />ITD AREAS DENOTES ASTM EI300 LIMITATIONS AS REQUIRED BY FBC
<br />
<br />OPTIONAL VENTS
<br />
<br />J
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/N0lJ.^IDA 101 IIS2
<br />
<br />~
<br />J:
<br />:;)
<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 = 1 6' -0"
<br />iNSIDE ELEVATIONS
<br />
<br />& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2000 PSI MIN, CONCRETE COLUMN):
<br />3/8"x4" SLEE\/E ANCHOR BOLTS ON 20" CENTERS (C-90
<br />BLOCK) OR 24" CENTERS (2,000 PSI MIN, CONCRETE) OR
<br />1/4"x4" TAPCON SCRt:WS ON 15-3/4" 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 />CALL SIZE
<br />
<br />MANUFACT1JRER SERIES il
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />DESI6N
<br />SlJC.TION (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 />>>
<br />>> a-
<br />>> ::J:
<br />:-..I
<br />>-
<br />4> ..Cl
<br />SO
<br />.. ...>0:
<br />~ <0
<br />>> ('j)
<br />.. 'U
<br />- 0
<br />SO -
<br />:::I
<br />0<
<br />...
<br />
<br />
<br />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMBJ
<br />WITH ONE 5/16"x1-5/S" LAG SCRt:W
<br />PER TRACK BRACKET.
<br />
<br />ffi
<br />
<br />
<br />+30
<br />
<br />5068 seD
<br />6068 seD
<br />8068 seD
<br />Cl068 seD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />+30
<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
<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 />20 GA. GALV. STEEL I~~
<br />
<br />
<br />
<br />
<br />
<br />7/16" I,D. ROUND PUSHNUT ~ 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 SCRt:WS AND
<br />(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
<br />
<br />2" THICK
<br />
<br />
<br />MOLDED INSIDE
<br />UTE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />
<br />HAN 0 LE
<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 SK!N.
<br />
<br />- 0
<br />:::1-
<br />..,
<br />
<br />(I)
<br />::J C1)
<br />
<br />....
<br />
<br />01-
<br />~~
<br />~ i
<br />
<br />:I) .~
<br />-
<br />>- >
<br />-I ('j)
<br />- '0
<br />~'-'I
<br />.L. _
<br />, ....J
<br />J.I~
<br />-I ,
<br />~a-
<br />z::c:
<br />
<br />:I) "u
<br />~~
<br />~~
<br />- a-
<br />- ,
<br />
<br />~::::
<br />
<br />Z <D
<br />z-
<br />J.I :.:
<br />~ <D
<br />- ::c:
<br />....
<br />St
<br />,. CID
<br />:-..I <9
<br /><D
<br />~
<br />-
<br />:I) CD
<br />- ~
<br />:I) C
<br />:.c:: CII
<br />
<br />g-;
<br />~ <D
<br />:ac
<br />~
<br />.. 0..
<br />~ ;:i:
<br />
<br />&
<br />
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCRt:WS ON 18 CENTERS, 1-1 14" 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 />SHIP LAP JOINTS,
<br />
<br />PREPARATION OF JAMBS BY OTHERS,
<br />
<br />2" DIA SHORT STEM, 10 BALL STEEL ROLLER
<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 SCRt:WS
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />
<br />END rSLlDE BOLT
<br />STILE I LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSI
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILITY OF THE PROFESSiONAL OF
<br />RECORD FOR THE BUILDING OR STRUCT1JRE AND IN ACCORDANCE
<br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
<br />THIS DRAWING.
<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 />Ll 3" I-
<br />1-7/S" ~
<br />T
<br />
<br />3" TALL X 20 GA GALV. STEEL U-BARS
<br />IN A 2-1-2-1 PATTERN (I.E TWO 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 />DRA IJING 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 />!NSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />CHECKED BY
<br />
<br />DES, BY
<br />MWW
<br />
<br />OUTSIDE
<br />HAN D LE
<br />
<br />DESCRIPTION
<br />
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24.5 PSF DESIGN LO/lD
<br />
<br />MWW
<br />
<br />
<br />SECTION A-A (SIDE VIEW)
<br />
<br />DATE
<br />
<br />SCALE
<br />NOTED
<br />
<br />13 GA. GALV. STEEL BOTTOM BRACKET.
<br />ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS
<br />
<br />ALUMINUM EXTRUSION
<br />& VINYL WEATHERSTRIP
<br />
<br />8/26/99
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />NOTE: IT IS 111E CONTRACTORS RESPONSIBILITY TO REVlEW ALL DRAWINGS BEFORE CONSTRUC1l0N
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUCTURAL INTEGRITY OF 1111S
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDmONS, 0111ER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING ME11100S, AND 111ESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO 111E A TIEN1l0N OF DANSCO ENGINEERING P.A. PRIOR TO
<br />111E COMMENCEMENT OF CONSTRUC1l0N.
<br />
<br />CEPC
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNA TI, OH 452 2
<br />Dlv'slon of elopay Building Produc1s
<br />
<br />elOpO)" Buildin9 Products Compcn)' Ail Rj~ht3 Reser.ed.
<br />
<br />The arran9~ments depicted herein Ofe the sole property
<br />of tile Clopay BuildinQ Products Company. ond maynat
<br />be reproduced in any form without its wrrtten permission.
<br />
<br />306e> (3/0 X 618)
<br />(2)2668 (510 X 618)
<br />(2)2868 (5/4 X 6/8)
<br />(2)3068 (610 X 6/8)
<br />(2)3080 (6/0 X 810)
<br />3068 (3/0 X 618)
<br />(2)266e> (5/0 X 618)
<br />(2)2868 (5/4 X 618)
<br />(2)3068 (6/0 X 618)
<br />(2)3080 (6/0 X 810)
<br />3068 (3/0 X 618)
<br />(2)2668 (5/0 X 618)
<br />(2)2868 (5/4 X 618)
<br />(2)3068 (6/0 X 6/8)
<br />(2)3080 (610 X 8/0)
<br />
<br />CALL SIZE
<br />
<br />8 X 1 (OR 80100H)
<br />'1 X 1 (OR Cl0100H)
<br />16 X 1 (OR 160100H)
<br />
<br />THERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMAiNHHDA 101 IIS2
<br />
<br />RIO SIZE
<br />
<br />DESI6N
<br />PRESSURE (PSF)
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />-34.1
<br />-34.1
<br />-34.1
<br />-34.1
<br />-34.1
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />
<br />MANUFACT1JRER DESCRIPTION
<br />
<br />34 1/2 X 82 1/2"
<br />
<br />illOO FLUSH SITEL
<br />
<br />+25.Cl
<br />+25.Cl
<br />+25.'1
<br />+25.Cl
<br />+25.Cl
<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 />!tIle> ONE LITE SITEL FRENCH
<br />ililo ONE L1IT STEEL FRENCH
<br />1>120 TEN LITE STEEL FRENCH
<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 SITEL FRENCH
<br />ill08 15 LITE STEEL FRENCH
<br />ill08 15 L1IT SITEL FRENCH
<br />ill08 15 LlIT STEEL FRENCH
<br />
<br />+25.'1
<br />+24.1
<br />
<br />+24.1
<br />
<br />+24.1
<br />+24.1
<br />
<br />(H) X '10 1/2"
<br />
<br />38 1/2 X 82 1/2"
<br />
<br />+25.'1
<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 />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 !/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 Cl8 1/2"
<br />38 !/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 Cl8 1/2"
<br />
<br />+24.1
<br />
<br />il208 STEEL 8 PANEL
<br />
<br />+24.1
<br />+24.1
<br />+24.1
<br />+25.Cl
<br />
<br />+24.1
<br />
<br />l>FC-60 6 PANEL FIBERCLASSIC
<br />
<br />+24.1
<br />+24.1
<br />+24.1
<br />+25.Cl
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />ilFC-60 6 PANEL FiBERCLASSIC
<br />OR
<br />l>FC-2000 1 LITE FRENCH
<br />FIBERCLASSIC
<br />( CUSTOMER CHOICE)
<br />
<br />BANCO OVERHEAD DOORS, INC..
<br />6ARA6E DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA;1\(HHDA 101 IIS2
<br />
<br />ITST LOADS
<br />PRESSURE (PSF)
<br />
<br />+315
<br />
<br />+315
<br />
<br />+36.0
<br />
<br />TEST LOADS
<br />SlJC.TION (PSF)
<br />
<br />-4e>.0
<br />
<br />-48.0
<br />
<br />-31.0
<br />
<br />DESI6N LOADS
<br />PRESSURE (PSF)
<br />
<br />+25.0
<br />
<br />+25.0
<br />
<br />+24.0
<br />
<br />DESI6N LOADS
<br />SlJC. TI ON (PSF)
<br />
<br />-32.0
<br />
<br />-32.0
<br />
<br />-245
<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 ENTITY.
<br />FBC 1707.4.2.1
<br />
<br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
<br />THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIE\lE 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 />MPH
<br />GUST
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />p.o. 60X 3~ - APOL.L..O 6EACA4 - FL.ORIDA - 33S12
<br />R-IONE - (813) 64& 0166 FAX - (813) 64& ~cae
<br />EI::a. 4&10 f(\ mESE DRAWlNGS AND DESIGNS ARE mE -KlINT PROPERTY OF DANSCO ENGINEERING, PA, AND mE
<br />~ ~ WENT ON mls PRO,,[CT. ANY R[f'R()()(JcnON OR UNAUmORIZED USE IS PROHIBITED - 2003
<br />
<br />ffi CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />LENNAR ~OMEe
<br />
<br />5CALE NOTeD
<br />DATE 112/02
<br />
<br />TAMPA DIVISION
<br />
<br />DRAU.N B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR . WINDOW T A6LEe
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />SDW1
<br />
|