View
217
Download
1
Category
Tags:
Preview:
DESCRIPTION
20k sq. ft renovation of a hematology department at UCSF medical center
Citation preview
UCSF Ambulatory Care Center - 4th floor Hematology RenovationOverall Axonometric
UCSF Ambulatory Care Center - 4th floor Hematology RenovationWaiting
UCSF Ambulatory Care Center - 4th floor Hematology RenovationInfusion Stations
UCSF Ambulatory Care Center - 4th floor Hematology RenovationElevator Lobby
UCSF Ambulatory Care Center - 4th floor Hematology Renovation Exam Room
A9.013
SIM.
A9.012
SIM.
A9.013
SIM.
A9.013
SIM.
4
A9.01
4" T
YP.
SUSPENDED WOODCEILING SYSTEM
CURVED PANEL WITHWOOD VENEER
3/4" PARTICLE BOARD PANEL W/ WOOD VENEER
Z CLIPS, AS REQUIRED
7/8" FURRING CHANNEL
PARTITION, SEE PLAN FOR TYPE
6"
6"
0' - 6"
1 7/8"
PARTICLE BOARD PANELWITH WOOD VENEER
Z CLIPS, AS REQUIRED
7/8" FURRING CHANNEL
PARTITION, SEE PLAN FOR TYPE
1 1/
2"1
1/2"
DOWEL AND GLUE ASREQ.
1 7/8"
FINISH ALL EXPOSED AND SEMIEXPOSED SIDES W/ WOODVENEER
EASED EDGE, TYP.
FINISH ALL EXPOSED AND SEMIEXPOSED SIDES W/ WOODVENEER
SIGNAGE. N.I.C.
3
A9.01
PARTICLE BOARDPANEL WITHWOOD VENEER
Z CLIPS
7/8" FURRINGCHANNEL, 16" O.C.
ALIGN
SEE
PLAN
F OR
TYP E
PAR
TITI
ON
SEE PLAN FOR TYPE
PARTITION 1 7/8"
13/
4"
1/4" REVEAL
SOFFIT
CABINET, SEE INTERIOR ELEVATION
MECHANICAL DUCT, SEE MECH. DRAWINGS
2" x 4" METAL FRAMING
2-HOUR RATED PARTITION
FINISH CEILING @ 9'-0" A.F.F.
TOILET ROOM BREAK ROOM
FINISH CEILING @ 9'-0" A.F.F
EXISTING STRUCTURAL SLAB
1' - 9"
FIRE RESISTANT SEALANT, BOTH SIDES
1'-8
1/2"
2'-1
"
2" X 4" METAL FRAMING, 2-HOUR CONSTRUCTION
22
MAX
,TYP
.3/
4"
#8 SMS @ EACH FLANGE,@ EACH STUD
MIN. (2) #10 SMS @ EACHSTUD
(2) #10 SMS @ EACH STUD
MIN. (3) #8 SMS @ EACHSTUD, TYP.
3/8" DIA. SIMPSON STRONG BOLT 2, OR EQUAL,WITH 2" EMBED SPACED @ 3'-0" O.C. MAX, 1'-0" O.C.MIN, WITH 3" DIA., 1/4" THICK MIN. WASHER
#8 SMS @ EACH FLANGE, AT EACH STUD
NOTE:1. STUD FRAMING @ 2'-0" O.C.MAX FOR ALL CONNECTIONSSHOWN
DIAGONAL BRACING
(4) #8 SMS @ EACH KICKERCONNECTION, TYP., AT TOP & BOTTOMOF KICKER
MIN. 3505162-33 KICKER @ 8'-0" O.C. MAX.,LENGTH OF KICKER = 6' MAX.
A9.015
+/-38.00°
SIM.
MIN
.
6"CONNECTION TO (E) CONCRETE BEAM.ATTACHMENT TO NON POST-TENSIONEDBEAM SHOWN. SEE STRUCTURAL DRAWINGSFOR RESTRICTION SON ATTACHING TO POST-TENSIONED BEAMS AND FOR POST-TENSIONED BEAM LOCATIONS.
16 GA. MIN. TRACK WITH 2" FLANGES
3/4" MIN. TYP.
(4) #8 SMS, TOP ANDBOTTOM, AT EACH KICKER
3/8" DIA. SIMPSON STRONG BOLT 2, OREQUAL, WITH 2' EMBED, TYP. CENTER ONANGLE
6" MIN.
L3 X 3 X18 GA.
(E) CONCRETE STRUCTURE
NOTES:1. SEE STRUCTURAL DRAWINGS FOR LIMITATIONS TOATTACHING TO (E) CONCRETE BEAMS
(E) EXTERIOR WINDOWWALL MULLION
BACKER ROD & SEALANT
FABRICATED 5 1/4" TYP. (MATCH SIZETO PARTITION THINCKNESS, SEE PLANFOR PARTITION TYPE) ALUMINUMPARTITION END CAP. PAINTED TOMATCH WALL FINISH, TYP.
FIELD FASTNERS
GYP. BD. (SEE PARTITIONSCHEDULE)TAPE AND FLOAT EDGE CONDITIONS BYCONTRACTOR PAINT FINISH TO MATCHWALL PARTITION.
1/2"
15/16"
ALIGN CENTER LINES (U.O.N.)
DEMOUNTABLE WALL INSTALLEDBY DEMOUNTABLE WALLMANUFACTURER
3/8" DIA. SIMPSON STRONG BOLT 2, OR EQUAL,WITH 2" EMBED SPACED @ 3'-0" O.C. MAX, 1'-0"O.C. MIN, WITH 3" DIA. MIN. WASHER. DO NOTATTACH TO THE BOTTOM OF THE POST-TENSIONED BEAMS. SEE STRUCTURALDRAWINGS FOR LOCATIONS.
2" X 4" METAL FRAMING
GYP BOARD STOPS6" ABOVE CELING
UNDER SIDEOF EXISTINGSTRUCTURE
DIAGONAL BRACING
A9.015
3'-8
".
1/2"
61/
2"
CEILING OF ADJACENT ROOM
CEILING OF CORRIDORGYP. BOARD STOPS 6"ABOVE CEILING
NOTES:1. SEE STRUCTURAL DRAWINGS FOR LIMITATIONS TOATTACHING TO (E) CONCRETE BEAMS
CEILING PERPLAN
STRUCTURALSLAB
CONNECT TOUNDERSIDE OFEXISTINGSTRUCTURE
1"
DEMOUNTABLEWALL TILE
DEMOUNTABLEWALL FAME
FURNITURE SYSTEMDESK, SEE FURNITUREPLANS
2'-5
"A.F
.F.
6'-0
"A.F
.F.
4'-6
"A.F
.F
FURNITURE SYSTEMUPPER SHELF, SEEFURNITURE PLANS
PROVIDE FEMALERING BOLT WITH 3/8"DIA. X 2" EMBED.SIMPSON STRONGBOLT 3, OR EQUAL
CEILING PERPLAN
STRUCTURALSLAB
1"
DEMOUNTABLEWALL TILE
DEMOUNTABLEWALL FAME
COOLING FAN(SNORKLE)
HORIZONTALFRAME
LED DISPLAY
HORIZONTAL SUPPORTMEMBER
LED SUPPORT BRACKET
UNDER SIDE OF EXISTINGSTRUCTURE
DIAGONAL BRACING;FOR ADDITIONAL NOTESSEE:
GYP. BOARD STOPS 6"ABOVE CEILING
GYPSUM BOARDSOFFIT
4"
UNIVERSITY OF CALIFORNIASAN FRANCISCOFIRE MARSHAL
CDF-OFFICE OF STATE FIRE MARSHALLAPPROVED
Approval of this plan does not authorize or approveany omission or deviation from applicable regulations.Final approval is subject to field inspection. One set ofapproved plans shall be available on the project siteat all times.
Reviewed by:
Project #:
Authorization #:
12-686A0111
ERIC
H
JUNE 30, 2013REN. DATE
NO. C-13071
AINROFILACFO
ET
AT
S
T
D ARCH I TEC
ESNE
CIL
A.
AH
RUB KRT
Client
Project
LBLJob Number:
OSHPDNumber:
Revisions:
Key Plan/North Arrow
IssueDate:
Scale:
SheetTitle:
SheetNumber:
THIS IS A COPYRIGHTED DOCUMENT AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION OF LEE, BURKHART, LIU, INC COPYRIGHT 1997. c
MEP ENGINEERING
STRUCTURAL ENGINEERING
INTERIOR DESIGN
MEDICAL EQUIPMENT PLANNING
MAZZETTI & NASH LIPSEY BURCH530 BUSH STREET, SUITE 300SAN FRANCISCO, CA 94108PHONE (415) 632-3266 FAX(415) 632-3267
DEGENKOLB235 MONTGOMERY STREET, SUITE 500SAN FRANCISCO, CA 94104PHONE (415) 392-6952 FAX (415) 981-3157
IA INTERIOR ARCHITECTS550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES, CA 90071PHONE (213) 623-2164 FAX (213) 623-2139
RTKL ASSOCIATES INC.2941 SUNRISE BLVD., SUITE 230RANCHO CORDOVA, CA 95742PHONE (916) 636-3220
Lee, Burkhart, Liu, Inc.Architecture, Planning, Interiors
149 New Montgomery Street, 5th FloorSan Francisco, California 94105Phone (415) 671-4600Fax (415) 671-4610
Consultants:
UCSFProject No.
12-686
3333 California Street, Suite 115San Francisco, CA 94118415 353 4038
As indicated
10/31/2012
34000
Ambulatory Care Center (ACC) 4thFloor - Hematology RenovationProject
WALL DETAILS / MISC. INTERIORDETAILS
A9.01
University of California at SanFrancisco Medical Center
100% CONSTRUCTIONDOCUMENTS
A
C D
B
N
1/2" = 1'-0"1 WOOD WALL SECTION 6" = 1'-0"2 WOOD WALL TO CEILING TRANSITION
6" = 1'-0"3 WOOD WALL EDGE 6" = 1'-0"4 WOOD WALL CORNER
1" = 1'-0"11 FRAMING DETAIL @ DUCT ABOVE CEILING
3" = 1'-0"5KICKER ANCHORAGE @ EXISTING STRUCTURALSLAB
6" = 1'-0"7 TYP. PARTITION CAP AT WINDOW WALL
3" = 1'-0"6FRAMING DETAIL @ DEMOUNTABLE PARTITION &GYP SOFFIT
3" = 1'-0"18SECTION @ DEMOUNTABLE PARTITION &FURNITURE SYSTEM
3" = 1'-0"19 SECTION @ CONCEALED TV MONITOR IN DEMOUNTABLE PARTITION
THERMALINSULATION(WHERE OCCURS)
EXTEND GYP. BD.INTO FRAME 5/8"MIN (TYP.)
HEAD ANCHOR
HOLLOW METAL DOOR FRAME
DOOR SEE THE DOORSCHEDULE
SEE PLAN
WALL PARTITION
1/2"
2"5/
8"
EQ. VARIES EQ.
DOOR SEE THEDOOR SCHEDULE
EXTEND GYP BD INTOFRAME 5/8" MIN. (TYP.)
INSULATION (WHERE OCCURS)
HOLLOW METAL DOOR FRAME
SEE
PLAN
WAL
LPA
RTI
TIO
N
CERAMIC TILE WHEREOCCURS
11/
8"
5/8" 2"
EQ.
VAR
IES
EQ.
WHERE WALL OCCURS
4"
FULLY GROUT
DOOR, SEE DOORSCHEDULE
DOOR MUTE
EXTRUDED ALUMINUMDOOR FRAME
SNAP ON TRIM
GLAZING BEAD
GLASS, SEE ELEVATIONS
0'-2
"
0' - 6"
FIRE RATED DOOR
FLOORING-SEEFINISH SCHEDULE
OF DOOR
FLOORING-SEEFINISH SCHEDULE
FIRE RATED ALUMINUMTHRESHOLDALIGN W/ FACE OF H.M. FRAME
FIRE RATEDH.M. FRAME
3/8"
MAX
.
SMOKE SEALWHERE OCCURS
FIRE RATED DOOR FRAME
FIRE RATED DOOR(SEE FINISH SCHEDULE)
FLOORING - SEE FINISHSCHED.
PEMKO THRESHOLD,OR EQUAL
SLAB
3/8"
MAX
.
SMOKE SEAL WHEREOCCURS
FEATHER FLOOR ATTRANSITION 1:12 MAXSLOPE
RESILIENT FLOOR(SEE FINISHSCHEDULE)
DOOR FRAME
DOOR(SEE FINISH SCHEDULE)
CONCRETE SLAB
PORCELAINCERAMIC TILE W/THIN SET(SEE FINISHSCHEDULE)
1/2" THICK STONE(ST-1) THRESHOLD,ALIGN WITH DOORJAMB
1/8"CHAMFERED,TYP.
1/2"
FEATHER FLOOR ATTRANSITION 1:12 MAXSLOPE
SEENOTE
NOTE: FLUSH FLOOR ELEVATIONS -COMPRESSED CARPET 1/4" MAX.BELOW TERRAZZO FLOOR SURFACE
CARPET(SEE FINISHSCHEDULE)
DOOR FRAME
DOOR(SEE FINISH SCHEDULE)
EPOXYPOUREDTERRAZZO
1/4" THICKZINCSCREED
DOOR FRAME
DOOR(SEE FINISH SCHEDULE)
CONCRETE SLAB
PORCELAINCERAMIC TILE W/THIN SET(SEE FINISHSCHEDULE)
3/4" THICK SOLIDSURFACETHRESHOLD, ALIGNWITH DOOR JAMB
1/8"CHAMFERED,TYP.
1/2"
3/8" EPOXYPOUREDTERRAZZO
3/8" THICK ZINCSCREED
3/8"
1/8"
MAX
.
SEALANT WITHBACKER ROD
DOOR FRAME
DOOR(SEE FINISH SCHEDULE)
CONCRETE SLAB
ALUMINUMTRESHOLDPEMKO '227A'
RESILIENT FLOOR(SEE FINISHSCHEDULE)EPOXY
POUREDTERRAZZO
3/8" THICKZINCSCREED
3/8"
DOOR FRAME
DOOR(SEE FINISHSCHEDULE)
CONCRETE SLAB
ALUMINUMTRESHOLD,PEMKO 151 A.
SHEET FLOORING(SEE FINISHSCHEDULE)
6 1/4"
MAX
.3/
8"ANTEROOM
CLEAN ROOM
SWEEP
DOOR FRAME
DOOR(SEE FINISHSCHEDULE)
CONCRETE SLAB
ALUMINUMTRESHOLD,PEMKO 151A.
SHEET FLOORING(SEE FINISHSCHEDULE)
6 1/4"
ANTEROOM
PHARMACYOFFICE/ STORAGE
MAX
.3/
8"
SEAL
SEALANT
DOOR, SEE DOOR SCHEDULE
BREAKOUT SIDE
SHIM
5/8" GYP. BOARD OVER4" METAL STUDFRAMING, HEADER
HINGED ACCESS COVER
PRE-MANUFACTORED MANUALSLIDING DOOR AND FRAMESYSTEM
1/4"
43/
4"
4 1/2"
RESILIENTFLOORING, SEEFINISH PLANS
SWEEP
PRE-MANUFACTOREDMANUALSLIDING DOOR AND FRAMESYSTEM
DOOR FRAME BEYOND
BREAKOUT SIDE 4"13
/16"
DOOR, SEE DOORSCHEDULE
BREAKOUT SIDE
1"1/4"
ACTIVE LEAF PIVOT POINT
SIDELITE PIVOT POINT
ALL STEELCONSTRUCTIONTRACKLESS BASE
SIDELITE
ACTIVE LEAF
1" 1/4"
41/
2"
DOOR, SEE DOORSCHEDULE
0' - 2"
0'-0
3/8"
DOOR MUTE
NOTE:4 1/2" X 4 1/2" X .134 GA SQUAREHINGES REQUIRED
PARTITION ASSCHEDULED
EXTRUDED ALUMINUMDOOR FRAME
SNAP ON TRIM
ALUMINUMWINDOWFRAMEBEYONDDOOR, SEE
DOORSCHEDULE
6".
SHEETFLOORING, SEEFINISH PLANS
CARPET, SEEFINISH PLANS
ALUMINUMTRESHOLDPEMKO
3/8"
UPPER COVER
GLAZING BEAD
BARN DOOR TRACK
BARN DOORHANGER EXTRUSION
GLASS, SEESTOREFRONTSCHEDULE
215
/16"
ALUMINUM BOTTOMINNER HORIZONTALFRAME
ALUMINUM BOTTOMOUTER HORIZONTALFRAME
GLASS, SEE DOORSCHEDULE
FINISH FLOOR, SEEFINISH PLANS
SLIDING DOOR FRAME,HORIZONTAL HEADER
TOP LOCKING PULLRECEIVER
TOP LOCKING PULL
DOOR FRAME BEYOND
VERTICAL DOOR FRAME
GUIDE SIDE, IN OPEN POSITIONSTRIKE SIDE, IN CLOSED POSITION
FRAME LINKS, 3-4 PETFRAME TO FRAMECONNECTION, SPACEDEVENLY
BOTTOM PLATE ALIGNMENT
VERTICAL DOOR FRAME
RIGID/FLEX PVC CO-EXTRUSTION
BOTTOM ALIGNMENT PIN
BOTTOM GUIDE PLATE
BOTTOM GUIDE HARDWARE
SLIDING BARN DOOR, SEEDOOR SCHEULE
GLASS WALL, SEESTOREFRONT SCHEULE
FRAME LINKS, 3-4 PER FRAMETO FRAME CONNECTION,SPACED EVENLY
DOOR, SEE DOORSCHEDULE
DOOR MUTE
EXTRUDED ALUMINUMDOOR FRAME
SNAP ON TRIM
GLASS, SEE ELEVATIONS
GLAZING BEAD
NOTE:EXTENDED LIP STRIKE PLATEREQUIRED
5/16
"
2"
6"
3" = 1'-0"2 HOLLOW METAL DOOR FRAME HEAD - TYP. 3" = 1'-0"3 HOLLOW METAL DOOR FRAME JAMB - TYP.
3" = 1'-0"4 GLAZED ALUMINUM DOOR HEAD @ TRANSOM
6" = 1'-0"7 THRESHOLD AT FIRE RATED DOORS 6" = 1'-0"8 2-HOUR DOOR - THRESHOLD
6" = 1'-0"9 RESILIENT FLOOR/CERAMIC TILES TRANSITION 6" = 1'-0"10 TERRAZZO/CARPET TRANSITION
6" = 1'-0"11 TERRAZZO/CERAMIC TILE TRANSITION 6" = 1'-0"12 TERRAZZO/RESILIENT FLOOR TRANSITION
UNIVERSITY OF CALIFORNIASAN FRANCISCOFIRE MARSHAL
CDF-OFFICE OF STATE FIRE MARSHALLAPPROVED
Approval of this plan does not authorize or approveany omission or deviation from applicable regulations.Final approval is subject to field inspection. One set ofapproved plans shall be available on the project siteat all times.
Reviewed by:
Project #:
Authorization #:
12-686A0111
ERIC
H
JUNE 30, 2013REN. DATE
NO. C-13071
AINROFILACFO
ET
AT
S
T
D ARCH I TEC
ESNE
CIL
A.
AH
RUB KRT
Client
Project
LBLJob Number:
OSHPDNumber:
Revisions:
Key Plan/North Arrow
IssueDate:
Scale:
SheetTitle:
SheetNumber:
THIS IS A COPYRIGHTED DOCUMENT AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION OF LEE, BURKHART, LIU, INC COPYRIGHT 1997. c
MEP ENGINEERING
STRUCTURAL ENGINEERING
INTERIOR DESIGN
MEDICAL EQUIPMENT PLANNING
MAZZETTI & NASH LIPSEY BURCH530 BUSH STREET, SUITE 300SAN FRANCISCO, CA 94108PHONE (415) 632-3266 FAX(415) 632-3267
DEGENKOLB235 MONTGOMERY STREET, SUITE 500SAN FRANCISCO, CA 94104PHONE (415) 392-6952 FAX (415) 981-3157
IA INTERIOR ARCHITECTS550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES, CA 90071PHONE (213) 623-2164 FAX (213) 623-2139
RTKL ASSOCIATES INC.2941 SUNRISE BLVD., SUITE 230RANCHO CORDOVA, CA 95742PHONE (916) 636-3220
Lee, Burkhart, Liu, Inc.Architecture, Planning, Interiors
149 New Montgomery Street, 5th FloorSan Francisco, California 94105Phone (415) 671-4600Fax (415) 671-4610
Consultants:
UCSFProject No.
12-686
3333 California Street, Suite 115San Francisco, CA 94118415 353 4038
As indicated
10/31/2012
34000
Ambulatory Care Center (ACC) 4thFloor - Hematology RenovationProject
INTERIOR DOOR DETAILS
A9.30
University of California at SanFrancisco Medical Center
100% CONSTRUCTIONDOCUMENTS
A
C D
B
N
6" = 1'-0"13 THRESHOLD @ PHARMACY CLEAN ROOM DOOR 6" = 1'-0"14 THRESHOLD @ PHARMACY ANTE ROOM DOOR
3" = 1'-0"16 MANUAL BREAK OUT SLIDING DOOR - HEAD 3" = 1'-0"18MANUAL BREAK OUT SLIDING DOOR - TRACKLESSSILL
3" = 1'-0"17 MANUAL BREAK OUT SLIDING DOOR - JAMB
3" = 1'-0"5 GLAZED ALUMINUM DOOR JAMB
6" = 1'-0"6 GLAZED ALUMINUM DOOR SILL
3" = 1'-0"19HEAD/SILL - SLIDING DOOR IN DEMOUNTABLEPARTITION
3" = 1'-0"20 JAMB - SLIDING DOOR IN DEMOUNTABLE PARTITION
3" = 1'-0"15 GLAZED ALUM. DOOR JAMB STRIKE @ SIDELITE
ACOUSTICAL BATTWHERE OCCURS
262-2H TYPE PARTITION
PRO-X HEADER, PER SCHEDULE
CENTERLINEPARTITION & STOREFRONT
MINERAL WOOL INSULATION
INTUMESCENT TAPE
FIRE RATED MULLION
SHIM AS REQ'D
SNAP ANCHOR
120 MIN - FIRE RATED GLAZING
GLAZING GASKETSNAP ON GLAZING BEAD
FINISH SEALANT &BACKER ROD
4 5/16"
INTUMESCENT TAPE
FIRE RATED MULLION
120 MIN - FIRE RATEDGLAZING
SNAP ON GLAZING BEAD
CALCIUM SILICATESETTING PAD AS
REQ'D
SNAP ANCHOR
GLAZING GASKET
SNAP ON GLAZING BEAD
4 5/16"
MINERAL WOOL INSULATION
SHIM AS REQ'D
FINISH SEALANT &BACKER ROD
120 MIN - FIRE RATED GLAZING
INTUMESCENT TAPE
FIRE RATED MULLION
SNAP ON GLAZING BEADCALCIUM SILICATE
SETTING PAD AS REQ'D
SEISMIC ANCHOR Y-BRACKET
SEISMIC UPPER ROD
SEISMIC ANCHOR
CORNICE RAIL
1/2"-12 HEX NUT. (3) PLACESPER BRACKET
#8-18 X 1/2" LONG PAN HEADMACHINE SCEW. (4) PLACESPER BRACKET
UNDERSIDEOF EXISTINGSTRUCTURE
CEILING PERPLAN
GLASS, SEE STOREFRONTSCHEDULE
PROVIDE FEMALE RING BOLT W/3/8" DIA. X 2" EMBED SIMPSONSTRONG BOLT 2, OR EQUAL
LEVELER ASSEMBLY
LOW PROFILE SEISMIC BASETRACK
GLAZING BEAD
ALUMINUM HORIZONTAL FRAME
SANTOPRENE FLEX BASETRIM
POWER DRIVEN CONCRETEPIN, 1 1/2" EMBED,FASTENER @ 48" O. C., MIN.(2) PER BASE TRACK
GLASS
1 5/
16" ALUMINUM MULLION
4"
SOLID PANEL
PANEL SUPPORT CLIPS
ALUMINUM SOLID WALLHORIZONTAL FRAMEEXTRUSION
SOLID WALL VERTICAL FRAME
RIGID/FLEX PVC CO-EXTRUSION
CURVILINEAR VERTICALFRAME EXTRUSION
HORIZONTAL FRAME BEYOND
GLASS
RIGID/FLEX PVC CO-EXTRUSION
GLASS WIPE
1 5/8"
4"
ALUMINUM SPACER,FINISH TO MATCHFRAME
RIGID/ FELX PVCCOEXTRUSION W/FLANGES FRICTIONSEALED TO F.0.GLASSWALL VERTICAL FRAME
CURVILINEARALUMINUM FRAME
GLASS
NOTE:SEE PLAN FOR PANEL TYPE.
SOLID PANEL
RIGID/ FLEX PVC CO-EXTRUSION
GLASS
PANEL SUPPORTCLIPS
ALUMINUM SOLIDWALL HORIZONTALFRAME EXTRUSION
SOLID WALLVERTICAL FRAME
ALUMINUM SPACER
GLASS WIPE
GLASS, SEEDOORSCHEDULE
ALUMINUM DOORFRAME BEYOND
PIVOT DOORHORIZONTALALUMINUM FRAME
ALUMINUM TOPHORIZONTAL FRAMEHEADER
STOREFRONT GLASS
PIVOT DOORHORIZONTALALUMINUM FRAME
PIVOT DOORADJUSTABLE BASE
FINISH FLOOR, SEEFINISH PLANS
FUZZY ASTRAGAL WITHRETAINER
GLASS WIPE
BOTTOM PIVOT HINGE
DOOR HARDWARE, ASSPECIFIED
ALUMINUM DOOR FRAMESTRIKE VERTICAL
STRIKE PLATE/ DOOR STOP
STRIKE PAD
PIVOT HINGED DOOR
FUZZY ASTRAGAL DOORSEAL
STRIKE FRAME VERTICALPROFILE, SEATS INTO FRAMEEXTRUSION PROFILE OFNEIGHBORING FRAME
FRAME LINKS, 3-4 PER FRAMETO FRAME CONNECTION,SPACED EVENLY
GLASS WALL, SEESTOREFRONT SCHEDULE
RIGID/ FLEX PVC CO-EXTRUSTION
32" MIN. CLEAR
EXPANDABLE POST COVER
PVC WALL TRIM
DEMOUNTABLE PARTITION
EXISTING EXTERIOR WINDOW WALL
ADJUSTABLE ZONE
18
A9.14
19
A9.14
ALIGN CENTER OF EXPANDABLE POSTWITH CENTER OF EXISTING MULLION
EXISTING MULLION
4" POST5/8"
6"
2"
SNAP ON TRIM
GLASS, SEE ELEVATIONS
EXTRUDED ALUMINUMFRAME
GLAZING BEAD
5/16
"
1/2"
ADJOINING PARTITION
FINISHED FLOOR
PLAN VIEW
ELEVATION VIEW
STOREFRONT FRAME TYPES
D1 - DEMOUNTABLE SYSTEM, ALUMINUM
S1 - NON-RATED, ALUMINUM S2 - 120 MIN. RATED
7' -
2 1/
2"
7' -
2 1/
2"
7' -
0 7/
8"9' -
0"
8' -
6"
8' -
6"
C1 - NON-RATED, FRAMELESSCLERESTORY
8' -
6"
7' -
2"
8A9.31
18
A9.31
20
A9.31
19
A9.31
13A9.31
6
A9.31
7
A9.31
12A9.31
16
A9.31
17
A9.31
4
A9.30
15
A9.30
20
A9.30
19
A9.30
14
A9.34
13
A9.34
GLASSTYPE GL-6
GLASSTYPE GL-5
STOREFRONT SCHEDULE
TAG FRAMETYPE RATING DESCRIPTION
C1 C1 NONE
S1 S1 NONE
S2 F2 2 HOUR
D1 D1 NONE
FRAMELESS CLERESTORY
ALUMINUM FRAMED STOREFONT
2 HOUR RATED STOREFRONT SYSTEMWITH FIRE RATED GLASS
DEMOUNTABLE STOREFRONT WALLSYSTEM
REMARKS
--
--
SEE GLAZING SCHEDULE
--
CURVILINEAR VERTICALFRAME EXTRUSION
HORIZONTAL FRAME BEYOND
GLASS
RIGID/FLEX PVC CO-EXTRUSION
GLASS WIPE
4"
1/2"
UNIVERSITY OF CALIFORNIASAN FRANCISCOFIRE MARSHAL
CDF-OFFICE OF STATE FIRE MARSHALLAPPROVED
Approval of this plan does not authorize or approveany omission or deviation from applicable regulations.Final approval is subject to field inspection. One set ofapproved plans shall be available on the project siteat all times.
Reviewed by:
Project #:
Authorization #:
12-686A0111
ERIC
H
JUNE 30, 2013REN. DATE
NO. C-13071
AINROFILACFO
ET
AT
S
T
D ARCH I TEC
ESNE
CIL
A.
AH
RUB KRT
Client
Project
LBLJob Number:
OSHPDNumber:
Revisions:
Key Plan/North Arrow
IssueDate:
Scale:
SheetTitle:
SheetNumber:
THIS IS A COPYRIGHTED DOCUMENT AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION OF LEE, BURKHART, LIU, INC COPYRIGHT 1997. c
MEP ENGINEERING
STRUCTURAL ENGINEERING
INTERIOR DESIGN
MEDICAL EQUIPMENT PLANNING
MAZZETTI & NASH LIPSEY BURCH530 BUSH STREET, SUITE 300SAN FRANCISCO, CA 94108PHONE (415) 632-3266 FAX(415) 632-3267
DEGENKOLB235 MONTGOMERY STREET, SUITE 500SAN FRANCISCO, CA 94104PHONE (415) 392-6952 FAX (415) 981-3157
IA INTERIOR ARCHITECTS550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES, CA 90071PHONE (213) 623-2164 FAX (213) 623-2139
RTKL ASSOCIATES INC.2941 SUNRISE BLVD., SUITE 230RANCHO CORDOVA, CA 95742PHONE (916) 636-3220
Lee, Burkhart, Liu, Inc.Architecture, Planning, Interiors
149 New Montgomery Street, 5th FloorSan Francisco, California 94105Phone (415) 671-4600Fax (415) 671-4610
Consultants:
UCSFProject No.
12-686
3333 California Street, Suite 115San Francisco, CA 94118415 353 4038
As indicated
10/31/2012
34000
Ambulatory Care Center (ACC) 4thFloor - Hematology RenovationProject
INTERIOR DOOR/ STOREFRONTDETAILS
A9.31
University of California at SanFrancisco Medical Center
100% CONSTRUCTIONDOCUMENTS
A
C D
B
N
3" = 1'-0"18 HEAD @ 120 MIN. RATED STOREFRONT 3" = 1'-0"19 MULLION @ 120 MIN. RATED STOREFRONT
3" = 1'-0"20 SILL @ 120 MIN. RATED STOREFRONT 3" = 1'-0"16 HEAD - DEMOUNTABLE PARTITION STOREFRONT
3" = 1'-0"17SILL & MULLION - DEMOUNTABLE PARTITIONSTOREFRONT
6" = 1'-0"11 VERTICAL JOINT IN DEMOUNTABLE WALL 6" = 1'-0"12 VERTICAL MULLION IN DEMOUNTABLE STOREFRONT
6" = 1'-0"13 3-WAY JAMB @ DEMOUNTABLE STOREFRONT 6" = 1'-0"143-WAY JAMB @ DEMOUNTABLE STOREFRONT ANDSOLID PANEL WALL
3" = 1'-0"6HEAD/SILL - PIVOT DOOR @ DEMOUNTABLEPARTITION
3" = 1'-0"7 JAMB-PIVOT DOOR IN DEMOUNTABLE PARTITION 6" = 1'-0"9 EXPANDABLE POST IN DEMOUNTABLE WALL SYSTEM
3" = 1'-0"8 ALUMINUM STOREFRONT JAMB
1/4" = 1'-0"1 STOREFRONT FRAME TYPES 1/4" = 1'-0"4 STOREFRONT SCHEDULE
6" = 1'-0"2VERTICAL MULLION @ 3-WAY INTERSECTION INDEMOUNTABLE STOREFRONT
Recommended