|
<br />MODEL: 110RW4 (25 GA. STEEL
<br />MODEL: 120RW4 (24 GA. STEEL
<br />
<br />SKiN)
<br />SKI~.n
<br />r OPTIONAL DSB GlJI,SS OR
<br />1 18" 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 />
<br />1- 2. THICK
<br />
<br />(1) INTERMEDIATE STILE
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />'0
<br />I
<br />Co
<br />
<br />
<br />I~ISIDE SLIDE BOLT
<br />LOCK OPTION
<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 />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />
<br />f-
<br />I
<br />l)
<br />W
<br />I
<br />
<br />C!:
<br />o
<br />o
<br />o
<br />
<br />/ ONE 3" TALL x 20 GA
<br />50 KSI MIN. U-BAR
<br />PER DOOR SECTION.
<br />&
<br />
<br />
<br />x
<br />4:
<br />:::;:
<br />
<br />SLIDE BOLT
<br />LOCK ENGAGES
<br />INTO VERT,CAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />~
<br />
<br />LOCATION OF
<br />OPTIONAL VENTS
<br />OPTiONAL OUTSIDE KEYED LOCK POSITiON
<br />HAX DOOR '.'IDTH 9'0'
<br />
<br />~ #14x5/8" SHEET METAL SCREWS
<br />
<br />/i:
<br />~fo~ 1/'."/4. SE~
<br />
<br />
<br />~ TAPPING SCREWS.
<br />14 GA. END HINGES
<br />VIEW "B"
<br />
<br />
<br />~,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 />FOR 8'-0" HIGH UNITS
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN.
<br />
<br />REV
<br />01
<br />02
<br />03
<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 />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />DATE
<br />9/27/1999
<br />12/01/1999
<br />112000
<br />
<br />L-l 3" 1-
<br />1-7/8" ~
<br />T
<br />
<br />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />r,
<br />~
<br />---- 16 GA. GALV. STEEL TOP
<br />ROUER BRACKET. EACH
<br />BRACKET ATTACHED W/(3)
<br />* 1 4x5/8" SHEET METAL
<br />SCREWS.
<br />
<br />rr
<br />
<br />13 GA GALV. STEEL FlJI,G BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x 1-5/8" WOOD lJI,G SCREWS.
<br />
<br />CALL SIZE
<br />
<br />MANUFACllJRER SERIES 1*
<br />
<br />DESI6N
<br />PRESSURE (PSP)
<br />
<br />DESI6N
<br />Sl.IG TION (PSP)
<br />
<br />-80.0
<br />
<br />-80.0
<br />
<br />LOCATION
<br />
<br />f-
<br />I
<br /><.:>
<br />W
<br />I
<br />C!:
<br />o
<br />o
<br />o
<br />II
<br />'I "L"
<br /><.:>
<br />W
<br />I
<br /><.:>
<br />~
<br />z
<br />w
<br />0...
<br />o
<br />
<br />IA2SH (1/2 325+1)
<br />22SH
<br />325+1
<br />I A3 (1/2 335+1)
<br />23SH
<br />335+1
<br />IA45+1 (1/2 345+1)
<br />245+1
<br />345+1
<br />IA5SH (1/2 355+1)
<br />255+1
<br />
<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 />ClOO
<br />ClOO
<br />
<br />+15.0
<br />+15.0
<br />
<br />TRACK CONFIGURATION
<br />
<br />GARA6E
<br />SERVICE DOOR
<br />
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6' 70
<br />7 -0 76
<br />7 -6 82
<br />8 -0' 88
<br />
<br />14 GA. GAlV. STEEL
<br />END HINGE. EACH
<br />F ASTI:NED TO END
<br />STItES W/(4) #14x5/8"
<br />SHEET METAL SCRE....'S
<br />& (4) 1/4.x3/4. SE15
<br />TAPPING SCREWS.
<br />
<br />2" GALV. STEEL TRACK,
<br />MIN. TRACK THICKNESS: .060"
<br />
<br />POOL BATH
<br />DOOR
<br />
<br />TiP 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />BREAKFAST TO
<br />LANAI DOOR
<br />
<br />r 3. TALL x 20 GA. GALV.
<br />STEEL U-BAR. ONE U-BAR
<br />PER SECTION. EACH U-BAR ATTACHED
<br />WrTH TWO 1/4.>3/4. SE15 TAPPING
<br />SCREWS PER STILE LOCATION.
<br />
<br />EXTERIOR
<br />FRENCH
<br />DOOR
<br />
<br />13 GA. GALV. STEEL BOTTOM BRACKET.
<br />ATTACHED WITH TWO #14x5/8.
<br />SHEET METAl SCREWS.
<br />
<br />ALUMINUI.l EXTRUSION
<br />do: VINYL WEATHERSTRIP.
<br />
<br />355+1
<br />IAbSH (1/2 3b5+1)
<br />2bSH
<br />30SH
<br />2020SH
<br />3020SH
<br />4020<"-*1
<br />2030SH
<br />30305+1
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "0"
<br />
<br />SECTION A-A (SIDE VIEW)
<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. CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
<br />20 GA. GALV. STEEL I~NTEa."LE - 'N'," T^PCONS. ANCHORS ",Y BE COUNTERSU",
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTI~jG SURFACE. HORIZONTAL JAMBS DO NOT
<br />TRANSFER LOAD.
<br />
<br />
<br />~ 18 GA. G.t\LV. STEEL CENTER HINGE
<br />FASTENED TO INTER. STILES W/(4)
<br /># 14x5/8" SHEET METAL SCREWS
<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 />12 GA GAl_V STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMBJ
<br />WITH ONE 5/16"x1-5/8" lJI,G 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 />A WITH ONE 1/4"x5/8" BOLT & NUT
<br />~ OR TWO 1/4" DIA RIVETS
<br />
<br />\
<br />
<br />
<br />L14 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
<br />
<br />
<br />OUTSIDE KEYED
<br />HANDLE
<br />
<br />PER END HINGE.
<br />
<br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
<br />cAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />PREPARATION OF JAMBS BY OTHERS
<br />
<br />I-JOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILlTi OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRDH BU'LDI~IG CODES FOR THE LOADS LISTED ON
<br />THIS DRAWING.
<br />
<br />VERTICAL JAMB AlTACHMENT (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 />MODEL' 110RW4 (25 GA STEEL SKIN]
<br />MODEL: 120RW4 (24 GA. STEEL SKIN)
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />OPTIONAL 10 SCREW
<br />WINDOW LITE
<br />5ECTION B-B
<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 />ClOO
<br />ClOO
<br />'100
<br />ClOO
<br />ClOO
<br />'100
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />'100
<br />'100
<br />ClOO
<br />ClOO
<br />'100
<br />
<br />END
<br />STILE
<br />
<br />
<br />
<br />SNAP LATCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP lJI,TCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />INTER.
<br />STILE
<br />
<br />4030SH
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />2040SH
<br />3040SH
<br />4040SH
<br />20505+1
<br />3050SH
<br />4050SH
<br />2000SH
<br />30bOSH
<br />4000SH
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />END
<br />STILE
<br />
<br />INSIDE HANDLE
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lJI,TCH LOCK OPTION
<br />
<br />DESIGN LOADS: +25.0 PS.F. & -32.0 P.SF.
<br />TEST LOADS +37.5 PS.F. & -48.0 P.S.F.
<br />
<br />DES. BY
<br />MWW
<br />
<br />
<br />REV.
<br />03
<br />
<br />"RA.ING NO.
<br />101979
<br />
<br />C>E:CKED BY
<br />MWW
<br />
<br />DESCRIPTION
<br />
<br />SI NGLE CAR MODEL 110RN4 & 120RN4
<br />+25.0/-32.0 PSF DESIGN LOAD
<br />
<br />
<br />
<br />OTES ASTM EI300
<br />
<br />DA TE SCALE
<br />8/25199 NOTED
<br />
<br />MAX. DOOR SIZE 9'0"W X 8'0"H
<br />
<br />Clopo)' 81.1I''''''9 Products Company "'" R'qhtl R~..:l.
<br />
<br />n,. lJm;Jn9f1rr,~t.s depicted to.reit'l art' U. !Iole property
<br />of th. elope)' B"ildinQ Prod...ctJ Ccn:~Cr1)'. and me)'- r'\ot
<br />be ~produced in any fonT'l .ru,out its written permission.
<br />
<br />CBPCf
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNATI. OH 452 2
<br />OM.ton of Clopay 8ufldlflg Product.
<br />
<br />~o GA MIN END STILES ATTACHED TO DOOR
<br />SKIN WITH PATENTED TOG-L-LOC SYSTEM
<br />(TOP, BOTTOM & CENTER).
<br />
<br />REV DATE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />+50.0
<br />+50.0
<br />
<br />DESCRIPTION
<br />
<br />~/- (5) IrHERMEDiATE STILES FOR 16' WIDE DOOR
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br />_ A AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />r
<br />
<br />OPTIONAL SSB GLASS OR
<br />1/8" ACRYLIC LITES AVAILABLE
<br />(SEE SECTION B-B)
<br />
<br />!
<br />
<br />=0
<br />
<br />CALL SIZE
<br />
<br />DESI6N
<br />PRESSURE (PSp)
<br />
<br />DESI6N
<br />SUC TI ON (PSP)
<br />
<br />-80.0
<br />
<br />-80.0
<br />
<br />ADO 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATIDri
<br />
<br />MANUFACllJRER SERIES 1*
<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 />0040HR
<br />2050HR
<br />3050HR
<br />4050HR
<br />5050HR
<br />6050HR
<br />
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />
<br />
<br />I
<br />
<br />HOR'ZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />~
<br />
<br />/
<br />
<br />//
<br />
<br />~
<br />
<br />- tr4
<br />\
<br />,
<br />
<br />DD
<br />/~""
<br />( \
<br />
<br />o
<br />
<br />I
<br />
<br />//
<br />
<br />//
<br />
<br />t
<br />
<br />,
<br />\ B
<br />
<br />E
<br />
<br />II
<br />
<br />"0
<br />I
<br />':0
<br />
<br />C
<br />
<br />C
<br />
<br />f-
<br />I
<br />S2
<br />'..u
<br />I
<br />C!:
<br />o
<br />o
<br />o
<br />
<br />'\
<br />\
<br />
<br />VlJ
<br />
<br />~
<br />
<br />~DIDD
<br />
<br />
<br />I '\ I '\
<br />
<br />'II \
<br />
<br />~
<br />
<br />~
<br />
<br />t::::
<br />
<br />(
<br />
<br />A)
<br />
<br />VIEW "B"
<br />
<br />rr
<br />
<br />13 GA. GALV. STEEL FlJI,G BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/8" WOOD lJI,G SCREWS
<br />
<br />f-
<br />I
<br />l)
<br />W
<br />I
<br />C!:
<br />o
<br />o
<br />o
<br />
<br />-
<br />
<br />TRACK CONFIGURATION
<br />
<br />-
<br />
<br />-----
<br />
<br />~- VIEW "c"
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6" 70"
<br />7 -0 76
<br />7 -6 82
<br />8 -0" 88
<br />
<br />0J
<br />
<br />2" GALV. STEEL TRACK.
<br />MIN. TRACK THICKNESS .060"
<br />
<br />V\
<br />t=
<br />
<br />'I "L"
<br /><.:>
<br />W
<br />I
<br /><.:>
<br />Z
<br />Z
<br />W
<br />0...
<br />o
<br />
<br />TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />~ LOCK POSITION
<br />0/ (TWBOTH SIDES)
<br />6 0 POINT LOCKING
<br />
<br />x
<br />4:
<br />::;;
<br />
<br />~
<br />
<br />DDD
<br />
<br />~
<br />
<br />'\
<br />
<br />DDD
<br />
<br />\
<br />
<br />DDD
<br />
<br />//
<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 />HTED AREAS DENOTES ASTM EI300 LIMITATIONS AS REQlIlRED BY F
<br />
<br />NI
<br />
<br />I I
<br />
<br />#14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />
<br />Ih (
<br />
<br />~ LOCATION OF
<br />OPTIONAL VENTS
<br />
<br />I I
<br />
<br />
<br />~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br />
<br />-
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "0"
<br />
<br />A
<br />
<br />:.:>
<br />:z:
<br />::l
<br />
<br />riOTE 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 />:10
<br />>> a.
<br />D:I:
<br />='J
<br />~
<br />.0 .0
<br />>>
<br />00 ,:,0:
<br />.... Q)
<br />>> cD
<br />oo~
<br />.... 0
<br />S> -
<br />~
<br />D<
<br />
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />1 4 GA. END HINGES
<br />VIF:N "B"
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 IIS2
<br />
<br />& VERTICAL JAMB ATTACHMENT C-90 BLOCK OR
<br />2000 PSI MIN. CONCRETE OLUMN'
<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 />TRANSFER LOAD.
<br />
<br />CALL SIZE
<br />
<br />DESI6N
<br />PRESSURE (psp)
<br />
<br />DESI6N
<br />Sl.IGTION (PSP)
<br />
<br />-04.0
<br />
<br />-55.0
<br />
<br />-3,.1
<br />
<br />-55.0
<br />
<br />MANUFAC llJRER SERIES 1*
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA MIN. GALV. STEEL END STILE
<br />
<br />&
<br />
<br />
<br />5008 SGD
<br />bOb8 SGD
<br />80b8 SGD
<br />ClOb8 SGD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />+30
<br />+30
<br />+30
<br />+30
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />20 GA GALV. STEEL '~~
<br />
<br />
<br />
<br />7/16" 1.0. 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 SCRF:NS AND
<br />(4) 1/4 "x3/ 4" SELF TAPPING SCREWS PER END HINGE.
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />OPTIONAL 1 0 SCREW
<br />WINDOW LITE
<br />SECTION B-8
<br />
<br />12 GA. GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMBJ
<br />WITH ONE 5/16"x1-5/8" lJI,G SCRF:N
<br />PER TRACK BRACKET.
<br />
<br />2" THICK
<br />
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<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 />~ -
<br />"?
<br />(I)
<br />~ 0;)
<br />..
<br />01-
<br />~5l
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<br />:I) 0
<br />- -
<br />>- >
<br />..J (I)
<br />- ~
<br />~CN
<br />.1..-
<br />. ....l
<br />.u~
<br />..J ,
<br />~a.
<br />z: :I:
<br />:I) -a
<br /><~
<br />~~
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<br />- .
<br />:z: --
<br />~-
<br />z: <l)
<br />z-
<br />.u ,.
<br />~ cD
<br />- :I:
<br />....
<br />S>
<br />~:;
<br />
<br /><0
<br />::l
<br />
<br />:I) cD
<br />- ..,
<br />:I) c:
<br />~ c:>>
<br />
<br />g-;
<br />..J (I)
<br />::0 0
<br />-
<br />.. a.
<br />Z :I:
<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 SCRF:NS 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 />SH" LAP JO'NTS. \
<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 />r SLIDE BOLT
<br />I 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 />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />3" TALL X 20 GA. GALV. STEEL U-BARS
<br />IN A 2-1-2-1 PATTERN (IE 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 />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSI
<br />
<br />L-1 3" 1-
<br />1-7/8" ~
<br />T
<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 />OUTSIDE KEYED
<br />HANDLE
<br />
<br />
<br />SNAP lJI,TCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP lJI,TCH 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 />END
<br />STILE
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
<br />
<br />INSIDE HANDLE
<br />
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP lJI,TCH LOCK OPTION
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILlTi 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 />END
<br />STILE
<br />
<br />INTER.
<br />STILE
<br />
<br />MAX. DOOR SIZE: 16'0"W X 8'OH
<br />
<br />
<br />DR A '.'ING 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 />CHECKED BY
<br />
<br />DES. BY
<br />MWW
<br />
<br />DESCRIPTION
<br />
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24.5 PSF DESIGN LOAD
<br />
<br />MWW
<br />
<br />DATE
<br />8/26/99
<br />
<br />SCALE
<br />NOTED
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REV1EW ALL DRAI'I1NGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF 111IS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING ME1110DS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO 111E ATTENTION OF DANSCO ENGINEERiNG P.A. PRIOR TO
<br />111E COMMENCEMENT OF CONSTRUCTION.
<br />
<br />Clopay Building Products Compony AJI Riqhts Re5et"<ed,
<br />
<br />~eth~rrc7~;~eB~ild~~~iC~~~d~~t:iCO%~O~ye oSno~e ~~~p~~{
<br />be reproduced in any form without its written permission..
<br />
<br />CEPC
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNA TI, OH 452 2
<br />Dfvfs/on of elopey BuildIng Products
<br />
<br />CALL SIZE
<br />
<br />28b8 (2/8 X 018)
<br />
<br />2408 (2/4 X 618)
<br />2668 (2/6 X 618)
<br />20b8 (2/6 X 018)
<br />
<br />(2)2068 (4/0 X 618)
<br />(2)2068 (5/0 X 618)
<br />(2)28b8 (5/4 X 618)
<br />(2)30b8 (6/0 X 618)
<br />
<br />3068 (3/0 X 618)
<br />(2)2008 (5/0 X 018)
<br />(2)28b8 (5/4 X b18)
<br />(2)3Ob8 (6/0 X 018)
<br />(2)3080 (010 X 810)
<br />3008 (3/0 X 618)
<br />(2)2668 (5/0 X 618)
<br />(2)2808 (5/4 X 018)
<br />(2)30b8 (6/0 X 018)
<br />(2)3080 (6/0 X 810)
<br />3068 (3/0 X 618)
<br />(2)26b8 (5/0 X 618)
<br />(2)28b8 (5/4 X 618)
<br />(2)3068 (6/0 X 618)
<br />(2)3080 (6/0 X 8/0)
<br />
<br />CALL SIZE
<br />
<br />8 X 1 (OR 80100H)
<br />Cl X 1 (OR Cl01ooH)
<br />i6 X 1 (OR fbO,OOH)
<br />
<br />THERMA-TRU DOORS
<br />EXTERIOR DOOR SC.HEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />RIO SIZE
<br />
<br />MANUF AC llJRER DESG.RI PTI ON
<br />
<br />DESI6N
<br />PRESSURE (PSP)
<br />
<br />34 1/2 X 82 1/2"
<br />
<br />1*100 FLU5+1 STEEL
<br />
<br />+25.Cl
<br />+25.'1
<br />+25.Cl
<br />+25.'1
<br />+25.'1
<br />+25.'1
<br />+24.1
<br />+24.1
<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 />1*118 ONE LITE STEEL FRENCH
<br />#118 ONE LITE STEEL FRENCH
<br />#128 TEN LITE STEEL FRENCH
<br />
<br />51 1/4 X 82 1/2"
<br />03 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 />1*108 15 LITE STEEL fRENCH
<br />
<br />+24.1
<br />
<br />+24.1
<br />
<br />(N) X '18 1/2'
<br />
<br />38 1/2 X 82 1/2"
<br />03 1/4 X 82 1/2"
<br />b1 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 />01 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 />
<br />+25.'1
<br />
<br />+24.1
<br />
<br />1*208 STEEL 8 PANEL
<br />
<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 />
<br />#FC-oO 0 PANEL FiBERCLASSIC
<br />
<br />b3 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 />#FC-60 6 PANEL FI6ERCLASSIC
<br />OR
<br />#FC-2000 I LITE FRENCH
<br />flBERCLASSIC
<br />( CUSTOMER CHOICE)
<br />
<br />+24.1
<br />+24.1
<br />
<br />+24.1
<br />
<br />BANCO OVERHEAD DOORS, INC.
<br />GARAGE DOOR SC.HEDULE
<br />TESTED PER ANSI/AMMA/NH.HDA 101 /IS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />TEST LOADS
<br />Sl.IGTION (PSF)
<br />
<br />-48.0
<br />
<br />-48.0
<br />
<br />-31.0
<br />
<br />DESI6N LOADS
<br />PRESSURE (PSP)
<br />
<br />DESI6N LOADS
<br />SUCTION (PSF)
<br />
<br />-32.0
<br />
<br />-32.0
<br />
<br />-245
<br />
<br />+3,5
<br />+315
<br />+3b.0
<br />
<br />+25.0
<br />+25.0
<br />+24.0
<br />
<br />EXTERIOR HINDOHS AND DOOR NOTES
<br />
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
<br />BE TESTED IN ACCORDANCE WITH ANSI/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 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 />DE
<br />
<br />DESI6N
<br />Sl.IGTION (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 />D AN5CO
<br />
<br />ENGINEERING, FA..
<br />
<br />p.o. BOX 34(!)(!) - APOLL.O eEAC14 - FL.~IDA - 33&12
<br />~ - (813) 645 0166 FAX - (813) 645 ~~
<br />e6 At=.I"" 0 THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERfY Of DANSCO ENGINEERING, PA, AND THE
<br />""t';;I1Co' \SIWENT ON THIS PROvECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBlllD - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEe,
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OME5
<br />
<br />5CALE NOTED
<br />DATE In/02
<br />
<br />TAMPA DIvl810N
<br />
<br />DRAllN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR 4 WINDOW T A6LE5
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />8DWl
<br />
|