UCSF work samples

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


EPOXYPOUREDTERRAZZO

1/4" THICKZINCSCREED

DOOR FRAME


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


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"


BREAKOUT SIDE

1"1/4"

ACTIVE LEAF PIVOT POINT

SIDELITE PIVOT POINT

ALL STEELCONSTRUCTIONTRACKLESS BASE

SIDELITE

ACTIVE LEAF

1" 1/4"

41/

2"


0' - 2"

0'-0

3/8"

DOOR MUTE

NOTE:4 1/2" X 4 1/2" X .134 GA SQUAREHINGES REQUIRED

PARTITION ASSCHEDULED


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 MUTE


SNAP ON TRIM


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




Reviewed by:

Project #:

Authorization #:

12-686A0111

ERIC

H


NO. C-13071

AINROFILACFO

ET

AT

S

T

D ARCH I TEC

ESNE

CIL

A.

AH

RUB KRT

Client

Project

LBLJob Number:

OSHPDNumber:

Revisions:


IssueDate:

Scale:

SheetTitle:

SheetNumber:


MEP ENGINEERING


INTERIOR DESIGN








Consultants:

UCSFProject No.

12-686


As indicated

10/31/2012

34000


INTERIOR DOOR DETAILS

A9.30



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


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


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


GLASS WIPE

4"

1/2"




Reviewed by:

Project #:

Authorization #:

12-686A0111

ERIC

H


NO. C-13071

AINROFILACFO

ET

AT

S

T

D ARCH I TEC

ESNE

CIL

A.

AH

RUB KRT

Client

Project

LBLJob Number:

OSHPDNumber:

Revisions:


IssueDate:

Scale:

SheetTitle:

SheetNumber:


MEP ENGINEERING


INTERIOR DESIGN








Consultants:

UCSFProject No.

12-686


As indicated

10/31/2012

34000


INTERIOR DOOR/ STOREFRONTDETAILS

A9.31



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

Documents

UCSF work samples