|
<br />MODEL: 110RW4 (25 GA. STEEL
<br />MODEL: 120RW4 (24 GA. STEEL
<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 />r
<br />
<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 />(1) INTERMEDIATE STILE
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<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 />o
<br />I
<br />Co
<br />
<br />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />
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<br />X
<br /><
<br />:;:
<br />
<br />ONE 3" TALL x 20 GA.
<br />50 KSI MIN. U-BAR
<br />PER DOOR SECTION.
<br />&
<br />
<br />
<br />1-
<br />
<br />LOCATION OF
<br />OPTIONAL VENTS
<br />OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />,'lAX. DOOR \llDTH 9'0'
<br />
<br />f/14x5/S" SHEET METAL SCREWS
<br />
<br />
<br />
<br />ll.QIL.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 />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES
<br />VIEW "B"
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "c"
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />STOP MOULDING SY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />
<br />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMBJ
<br />WITH ONE 5/16"x1-5/S" LAG SCREW
<br />PER TRACK BRACKET.
<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/S""BOLT & ,NUT
<br />!..E:. OR TwO 1/4 D:A. RI\ETS.
<br />
<br />14 GA. GALV. STEEL ROLLER HINGES
<br />FASTENED TO END STILES EACH W/(4)
<br />#14x5/S" SHEET METAL SCREWS AND
<br />(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />L 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS
<br />SHA,LL BE THE RESPONSiBUfi 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 />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCRENS 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. HOR1Z0NTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />MODEL' 110RW4 (25 GA STEEL SKIN}
<br />MODEL: 120RW4 (24 GA. STEEL SKIN)
<br />
<br />r
<br />
<br />OPTIONAL SSB GLASS OR
<br />1/S" ACRYLIC LITES AVAILABLE
<br />(SEE SECTION B-B)
<br />
<br />=0
<br />
<br />\
<br />
<br />00
<br />
<br />/
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<br />
<br />~
<br />
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<br />
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<br />
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<br />
<br />f\
<br />
<br />1(\
<br />
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<br />
<br />~O 0 0
<br />
<br />iA \
<br />
<br />\ \
<br />
<br />x
<br /><
<br />:;:
<br />
<br />><:
<br />'-\
<br />
<br />
<br />o 0 0 [.
<br />
<br />\
<br />
<br />rJl
<br />
<br />\
<br />
<br />I 2' THICK
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN.
<br />
<br />
<br />D 3" r-
<br />1-7/S" p
<br />T
<br />
<br />, 6 GA GAlV. STEEL TOP
<br />ROUER BRAC KET. EACH
<br />BRACKET AlTACHED W/(3)
<br />* 14x5/8" SHEET METAL
<br />SCREWS.
<br />
<br />14 GA. GAL V. 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 />
<br />3" TAlL x 20 GA. GALV.
<br />STEEL U-BAR. ONE U-BAR
<br />PER SEcnON. EACH U-BAR AlTACHED
<br />WITH TWO 1/4 "x3/4" SELF TAPPING
<br />SCREWS PER STILE LOCAnON.
<br />
<br />13 GA. GALV. STEEL BOlTOM BRACKET.
<br />AlTACHED WITH TIIO # 14x5/8"
<br />Sl1EET METAl SCREWS.
<br />
<br />ALUMINUM EXffiUSION
<br />&: VINYL WEATHERSTRIP.
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />iNSIDE HANDLE
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />REV
<br />
<br />DATE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />03 1/2000
<br />
<br />DESCRIPTIDN
<br />
<br />ADD 'CBPC' 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 />
<br />rr=
<br />
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16".1-5/8" WOOD LAG SCREWS.
<br />
<br />f-
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<br />
<br />TRACK CONFIGURATION
<br />
<br />2" GALV. STEEL TRACK,
<br />~IIN. TRACK THICKNESS: .060"
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6 70
<br />7 -0 76
<br />7 -6 S2
<br />8 -0 8S
<br />
<br />FRONT FRAME WITH U.V.
<br />COATING ON OUTSIDE SURFACE
<br />
<br />
<br />#Sx3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />OPTIONAL 10 SCREW
<br />WiNDOW UTE
<br />SECTION B-B
<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 />OUTSIDE
<br />HANDLE
<br />
<br />END
<br />STILE
<br />
<br />OUTSIDE KEYED LOCK
<br />lOCK BAR LOCKING
<br />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />+15.0
<br />
<br />+15.0
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />
<br />-80.0
<br />
<br />-e>O .0
<br />
<br />CALL SIZE
<br />
<br />MANUFAC llJRER SERIES 1*
<br />
<br />LOCATION
<br />
<br />END
<br />STILE
<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 (1/2 35SH)
<br />25SH
<br />35SH
<br />IAoSH (1/2 30SH)
<br />26SH
<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 />3060SH
<br />4060SH
<br />
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />'100
<br />"100
<br />"100
<br />'100
<br />"100
<br />"100
<br />'100
<br />'100
<br />"100
<br />"100
<br />'100
<br />'100
<br />'100
<br /><100
<br />"100
<br /><100
<br />"100
<br />"100
<br />"100
<br />
<br />TYP. 2-1/2'x12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />DESIGN LOADS: +250 P.S.F. & -32.0 P.S.F.
<br />TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
<br />
<br />DES. BY
<br />M'I'IW
<br />
<br />
<br />CHECKED BY
<br />
<br />IlRA 'o'lNG NIl.
<br />101979
<br />
<br />RI;v
<br />03
<br />
<br />IV"''',,"
<br />
<br />DESCRIPTION
<br />
<br />SINGLE CAR MODEL 110RW4 & 120RW4
<br />+25.0/-32.0 PSF DESIGN LOAD
<br />
<br />
<br />AREAS DENOlCS ASTM EI 00 LIMITATIONS AS REQUI
<br />
<br />
<br />MAX. DOOR SIZE 9'0"W X 8'0"H
<br />
<br />DA Tt: $(A:..E
<br />8/26/99 NOTED
<br />
<br />elOpei)' BuI1~"9 Prod~ Com;lGf\)' Aa R1.QMI Re~.
<br />The ol'T'Jn'Jementl d~i~ hef'Ji" 0.. th4I 1101. proP<f~
<br />b: ~~,;~ ~~i~~ll~u~::m~nlritt~ ~%;~iot1.
<br />
<br />CEPC
<br />
<br />(513) 381-4800
<br />
<br />J 12 WALNUT STREIT). SUITE 1600
<br />CINCINNATI, OH 4S2v2
<br />otvWon of Clopqy Buf1d/ng PrTJdu.tdI
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /152
<br />
<br />E
<br />
<br />DD
<br />/~"
<br />( \
<br />
<br />'\
<br />
<br />~o GA MIN END STILES ATTACHED TO DOOR
<br />SKiN WITH PATENTED TOG-L-LOC SYSTEM
<br />(TOP, BOTTOM & Ct:NTER).
<br />
<br />~
<br />
<br />~
<br />l::::
<br />
<br />~
<br />
<br />(
<br />
<br />^)
<br />
<br />VIEW "B"
<br />
<br />-----
<br />
<br />--- VIEW "c"
<br />
<br />1\
<br />
<br />OOD
<br />
<br />~ LOCK POSITION
<br />0-/ (80TH SIDES)
<br />'<> TNO POINT LOCKING
<br />
<br />^
<br />
<br />000//
<br />
<br />I
<br />
<br />~ LOCATION OF
<br />OPTIONAL VENTS
<br />
<br />A
<br />
<br />~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />
<br />-
<br />
<br />;)
<br />c:
<br />::l
<br />
<br />NO TE .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 />MAX. DOOR WIDTH = 16'-0"
<br />INSIDE ELEVATIONS
<br />
<br />3" X 20 GA. U-BARS.
<br />U-BARS IN A 2-1-2-1
<br />PATTERN (i.E. nIIO U-BARS
<br />ON BOTTOM SECTION,
<br />ONE U-BARS ON NEXT
<br />SECTION, ETC.)
<br />
<br />Ih
<br />
<br />J
<br />
<br />A VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />f2:::,. 2.000 PSI MIN. CONCRETE COLUMN):
<br />3/S"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 LITE
<br />SECnON B-B
<br />
<br />.,
<br />;ta..
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<br />." .:.e.
<br />r CIO
<br />., cD
<br />.. '0
<br />.. 0
<br />;t-
<br />~
<br />,<
<br />
<br />
<br />I 2' THICK
<br />
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(1 D SCREWS PER WE)
<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 />:J _
<br />,
<br />I)
<br />:fer>>
<br />.
<br />::-0-
<br />~~
<br />~ :
<br />., ()
<br />
<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 />&
<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 />SHIP LAP JOINTS.
<br />
<br />14 GA. GALV. STEEL
<br />END HINGE. EACH
<br />FASTENED TO END
<br />STILES W/(4) #14x5/S"
<br />SHEET METAL SCREWS
<br />& (4) 1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />
<br />END
<br />STILE
<br />
<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 />- >
<br />oJ cD
<br />-'0
<br />~N
<br />L.. _
<br />, ...J
<br />LJ(!:J
<br />oJ I
<br />~a..
<br />!:x
<br />~ '0
<br />~ ;;
<br />L..:.e.
<br />~ g
<br />-a..
<br />... I
<br />c-
<br />c-
<br />!: CD
<br />!:-
<br />U ,.
<br />.J cD
<br />...x
<br />I;t
<br />DClD
<br />" ep
<br />cO
<br />:l
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<br />~ cD
<br />...~
<br />~ c:
<br />s:: ClII
<br />s-;
<br />..J c:l>
<br />CO
<br />...
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSI
<br />
<br />D 3" r-
<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. nIIO U-BARS
<br />ON BOTIOM 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 />SECTiON A-A (SIDE VIEW)
<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 />z~
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />INTER.
<br />STILE
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />2x6 YELLOW PINE JAMB
<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 />W'TH ONE 5/16'x1-5/S" LAG SCREW
<br />PER TRACK BRACKET.
<br />
<br />2" GAlV. STEEL TRACK FASTENED TO
<br />12 GA. GALV. STEEL TRACK BRACKETS.
<br />TRACK ATIACHED TO EACH BRACKET
<br />WITH ONE 1/4"x5/8" BOLT & NUT
<br />OR TWO 1 / 4" DIA. RIVETS.
<br />
<br />END
<br />STILE
<br />
<br />&.
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />INSIDE HANDLE
<br />
<br />REV DATE
<br />
<br />DESCRIPTION
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />ADO 'CBPC' TO TITLE BLOCK
<br />CORRECTED SRACKET ATIACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATION
<br />
<br />CALL SIZE
<br />
<br />MANUFACTVRER SERIES 1*
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SUCTION (PSF)
<br />
<br />-e>O .0
<br />
<br />-e>O.o
<br />
<br />2020HR
<br />3020HR
<br />4020HR
<br />5020HR
<br />6020HR
<br />2030HR
<br />3030HR
<br />4030HR
<br />S030HR
<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 / OH3
<br />OH2 / 0H3
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / ote
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / 0H3
<br />OH2 / Ote
<br />OH2 / ote
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / ote
<br />OH2 / 0H3
<br />OH2 / OH3
<br />OH2 / Ote
<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"x1-5/S" WOOD LAG SCREWS.
<br />
<br />f-
<br />:r:
<br />(.'l
<br />W
<br />:r:
<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 S2
<br />S -0" 88"
<br />
<br />j: Y'
<br />(.'l
<br />w
<br />:r:
<br />(.'l
<br />z
<br />Z
<br />w
<br />Q..
<br />o
<br />
<br />Z" GALV. STEEL TRACK,
<br />MIN. TRACK THICKNESS: .060"
<br />
<br />TYP. 2-1/Z"x12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />L1
<br />
<br />#14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />TED AREAS DENOTES ASTM EI300 liMITATIONS AS REQUIRED 6Y FOC
<br />
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES 18 GA. INTERMEDCA,TE HINGE
<br />VIEW "s" VIEW "C
<br />
<br />GARAGE
<br />SERVICE DOOR
<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 />286e> (2Ie> X 6/8)
<br />
<br />2468 (2/4 X 6/8)
<br />2068 (2/6 X 6/8)
<br />260e> (2/6 X 6/e>)
<br />
<br />(2)2068 (4/0 X 6/e>)
<br />(2)206e> (5/0 X o/e>)
<br />(2)2e>0e> (5/4 X 6/e>)
<br />(2)'300e> (6/0 X 6/e>)
<br />
<br />FOR 8'-0" HIGH UNITS
<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/S"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS MOLDED INSIDE
<br />(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
<br />1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER
<br />PSI MIN. CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED
<br />20 GA GAlV. STEEl '~~ ~"E WITH TAPCONS. ANCHORS MAY BE COUNTERS,"'
<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/S" SHEET METAL SCREWS.
<br />OUTSIDE KEYED
<br />HANDLE
<br />
<br />/- (5) INTERMEDIATE STILES FOR 16' WIDE DOOR
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />_ A AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />.
<br />
<br />+15.0
<br />+15.0
<br />+15.0
<br />+15.0
<br />
<br />-80.0
<br />-80.0
<br />-18.4
<br />-80.0
<br />
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />+50.0
<br />+50.0
<br />
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />CALL SIZE
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />+30
<br />
<br />+30
<br />
<br />+30
<br />
<br />+30
<br />
<br />DESI6N
<br />SUCTION (PSF)
<br />
<br />-64.6
<br />
<br />-55.0
<br />
<br />-31.1
<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 />5008 seD
<br />606e> seD
<br />e>06e> seD
<br />qOoe> seD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />ZO GA. GALV. STEEL I~
<br />
<br />
<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 />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER
<br />
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />END
<br />STilE
<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 />DESIGN LOADS: +24,0 PSF & -24.5 PSF
<br />TEST LOADS: +36,0 PSF & -37.0 PSF
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />elopo)" Buildin9 Pf"'i1oducts Company AJI Riq"ts Reserved.
<br />The arrangements depicted herein ore the sole prope~
<br />~ ~~r;~~% ~~i1~~y9 f~~u;~~o~r~~orZritl~~ ;e%';~~;on.
<br />
<br />MAX. DOOR SIZE: 16'O'W X 8'OH
<br />
<br />DES. BY
<br />MWW
<br />
<br />
<br />REV.
<br />03
<br />
<br />DRA \lING NO,
<br />101980
<br />
<br />CHECKED BY
<br />
<br />DESCRIPTION
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24,5 PSF DESIGN LOAD
<br />
<br />MWW
<br />
<br />DATE SCALE
<br />S/26/99 NOTED
<br />
<br />CEPC
<br />
<br />(513) 3S1-4800
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNA TI, OH 452 2
<br />Division of Clopay Building Products
<br />
<br />NOTE:
<br />
<br />IT IS mE CONffiACTORS RESPONSIBILITY TO REVIEW ALL DRAWlNGS BEFORE CONSffiUCllON
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR mE SffiUcruRAL INTEGRITY OF 111IS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDiTiONS, OmER DESIGN PROfESSIONALS'
<br />SHOP DRAWlNGS, CONffiACTORS' BUILDING M El11 ODS, AND mESE SIGNED AND SEALED
<br />DRAWlNGS MUST BE BROUGHT TO l11E AnENTiON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />mE COMMENCEMENT OF CONSffiUCTiON.
<br />
<br />300e> (3/0 X 6/8)
<br />(2)266e> (5/0 X Ole>)
<br />(2)286e> (5/4 x 6/8)
<br />(2)306e> (6/0 X 6/8)
<br />(2)30e>0 (6/0 x 8/0)
<br />3068 (3/0 X 6/e>)
<br />(2)266e> (5/0 X 6/e>)
<br />(2)2e>6e> (5/4 x 6/e>)
<br />(2)3068 (6/0 x 6/8)
<br />(2)3080 (610 x 810)
<br />3068 (3/0 x 6/e>)
<br />(2)266e> (5/0 x 6/e>)
<br />(2)2808 (5/4 x 6/8)
<br />(2)3068 (6/0 x 6/e>)
<br />(2)3080 (6/0 x e>/O)
<br />
<br />CALL Size
<br />
<br />e> x 1 (OR 80700H)
<br />'1 x 1 (OR '10100H)
<br />16 x 1 (OR 160100H)
<br />
<br />THERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />RIO SIZE
<br />
<br />MANUFACllJRER DESCRIPTION
<br />
<br />DESI6t~
<br />PRESSURE (PSF)
<br />
<br />34 1/2 x e>2 1/2"
<br />
<br />#100 FLUSH STEEL
<br />
<br />+25."1
<br />
<br />+25.'1
<br />
<br />30 1/2 x 82 1/2"
<br />32 1/2 x 82 1/2"
<br />32 1/2 x e>2 1/2"
<br />
<br />1*118 ONE UlC STEEL FRENCH
<br />#118 ONE LITE STEEL FRENCH
<br />1*12e> lCN liTE STEEL FRENCH
<br />
<br />+25."1
<br />+2S.q
<br />+25."1
<br />+25."1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />51 1/4 x e>2 1/2"
<br />63 1/4 x e>2 1/2"
<br />01 1/4 x e>2 1/2"
<br />15 1/4 x e>2 1/2"
<br />
<br />#10e> 15 LllC STEEL FRENCH
<br />#10e> 15 LITE STEEL FRENCH
<br />#10e> 15 LITE STEEL FRENCH
<br />1*10e> 15 LITE STEEL FRENCH
<br />
<br />(y..U x qB 1/2"
<br />
<br />38 1/2 x 82 1/2"
<br />63 1/4 x e>2 1/2"
<br />61 1/4 x 82 1/2"
<br />15 1/4 x e>2 1/2"
<br />15 1/4 x '18 1/2"
<br />3e> 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 <18 1/2"
<br />3e> 1/2 x 82 1/2"
<br />63 1/4 x e>2 1/2"
<br />61 1/4 x 82 1/2"
<br />15 1/4 x 82 1/2"
<br />15 1/4 x qe> 1/2"
<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 />+25."1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />#208 STEEL 8 PANEL
<br />
<br />**FC-60 6 PANEL FI6ERCLASSIC
<br />
<br />**FC-60 6 PANEL FIBERCLASSIC
<br />OR
<br />**FC-2000 I LITE FRENCH
<br />FIBERCLASSIC
<br />( CUSTOMER CHOICE)
<br />
<br />BANCO OVERHEAD DOORS, INC.
<br />6ARA6E DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />+37.5
<br />
<br />+31.5
<br />
<br />+30.0
<br />
<br />TEST LOADS
<br />SUc.TION (PSF)
<br />
<br />-4e>.0
<br />
<br />-48.0
<br />
<br />-31.0
<br />
<br />DESIGN LOADS
<br />PRESSURE (PSF)
<br />
<br />+25.0
<br />
<br />+25.0
<br />
<br />+24.0
<br />
<br />DESIGN LOADS
<br />SUC T1 ON (PSF)
<br />
<br />-32.0
<br />
<br />-32.0
<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 ANS!/AMMA/NWWDA
<br />101/1 S2 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 PUBUSHED 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 UP 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 />
<br />DESIGN
<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 />-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 />ED AN5CO
<br />ENGINEE~ING, FA.
<br />p.o. eox 3~ .. APOLL.O eEACH .. FL.~fDA .. 33512
<br />R-ICNE .. (813) 645 0166 FAX .. (813) 645 ~ca&
<br />e6 4510 fC'\ THESE DRAI'IINGS AND D€SIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND 111E
<br />\'::/' CUENT ON 1111S PROvECT. ANY REPROOUCT10N OR UNAU1110RIZED JSE IS PROHIBITED. - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OME5
<br />
<br />5CALE NOTED
<br />DATE 1/2/02
<br />
<br />TAMPA Df\ "6r~
<br />
<br />DRAlLN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR 4 WINDOW T A6LE5
<br />
<br />DE JOB NO. PM - S~21
<br />
<br />60W1
<br />
|