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TITLE SHEET
T0.00
VETERANS COMMONS
N1" = 50'
SHEET INDEX
PROJECT DATA
SCOPE OF WORKREGIONAL MAP
LOCATION MAP
150 OTIS ST, SAN FRANCISCO, CA 94103
PROJECT SITE:VETERANS COMMONS
150 OTIS ST.SAN FRANCISCO, CA 94103
OTIS STREET
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
ZONING INFORMATION
APPLICABLE CODES
ZONING: VETERANS COMMONS SPECIAL USE DISTRICT
LOT AREA:
HEIGHT LIMIT: 125-X
BLOCK/LOT: 3513 / 007 - CENSUS TRACK 201.98 - CENSUS BLOCK 408
QUADRANT: SOUTHEAST
PLANNING DISTRICT: 8
NEGATIVE DECLARATION 2008, 1398E
PLANNING CODE AND ZONING MAP AMENDMENTS 2008.1398 RTZ
CERTIFICATE OF APPROPRIATIONS CASE REPORT 2008,1398A
SCOPE OF WORK INVOLVES BUT IS NOT LIMITED TO:
A. DEMOLITION- REMOVE ALL EXISTING PARTITIONS, BATHROOMS, PLUMBING, ELECTRICA &HVAC SYSTEMS AND EXTERIOR WINDOWS.- REMOVE PORTION OF (E) CONCRETE PLAZA AS REQ'D FOR (N) ELEVATORTOWER.- REMOVE PORTION OF EXTERIOR FACADE AS REQUIRED FOR (N) ELEVATORTOWER- REMOVE (E) SIDEWALK LIFT AND SHAFT.- REMOVE (E) ELEVATORS AND INTERIOR STAIRS.- REMOVE (E) MTL FIRE ESCAPE.
B. ARCHITECTURAL IMPROVEMENTS- (N) EXTERIOR WINDOWS THROUGHOUT- (N) INTERIOR WALLS AT COMMON SPACES, OFFICES AND RESIDENTIAL UNITS.- (N) BATHROOMS AND KITCHENS AT ALL RESIDENTIAL UNITS.- (N) COMMON KITCHEN AT GROUND FLOOR- (N) ACCESSIBLE ELEVATOR FROM BASEMENT TO GROUND FLOOR.- 2(N) ACCESSIBLE ELEVATORS FROM GROUND TO 9TH FLOORS.- (N) CONCRETE ELEVATOR TOWER.- (N) CONCRETE STAIRS IN RATED STAIR ENCLOSURES.
C. STRUCTURAL IMPROVEMENTS- SEISMIC UPGRADE.- (N) SHOTECRETE SHEAR WALLS BASEMENT - 9TH FLOORS- (N) CONCRETE SHEAR WALLS AND FOOTINGS BASEMENT - 3RD FLOORS- (N) CONCTRETE SHEAR WALLS AT (N) ELEVATOR TOWER.
D. MECHANICAL/PLUMBING IMPROVEMENTS- (N) HVAC SYSTEMS THROUGHOUT- (N) RADIANT PANEL HEATING IN RESIDENTIAL UNITS.- (N) PLUMBING THROUGHOUT-(N) FIRE SPRINKLER SYSTEMS THROUGHOUT.
E. ELECTRICAL IMPROVEMENTS- (N) ELECTRICAL SERVICE.- (N) WIRING THROUGHOUT.- (N) LIGHTING THROUGHOUT- (N) EMERGENCY GENERATOR AND EMERGENCY POWER SYSTEM..
PROJECT SITE:VETERANS COMMONS150 OTIS ST.SAN FRANCISCO, CA 94103
N
-UNIFORM FEDERAL ACCESSIBILITY STANDARDS, LATEST VERSION-CALIFORNIA STATE APPLICABLE CODES (INCLUDING ALL CURRENT UPDATES):-2007 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.-2007 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; WITH SAN FRANCISCO AMENDMENTS-2007 CALIFORNIA HISTORICAL BUILDING CODE, TITLE 24, PART 8-2007 ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;-2007 MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;-2007 PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;-2007 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R.;-2007 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R.-2007 TITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.-2007 CBC, 2007 CFC, & 2002 NFPA 72 INSTALLATION OF FIRE ALARM SYSTEM.-2007 CBC, SECTION 1011.6, INSTALLATION OF LOW-LEVEL EXITING SIGNS.-2007 CBC, CHAPTER 30, ELEVATOR CAB SIZE.SFFD ADMINISTRATIVE BULLETIN 4.20 FIRE SERVICE TO FIRE PUMP.-2003 NFPA 14 AND CBC SECTION 905 INSTALLATION OF STANDPIPE AND HOSE SYSTEMS.-2002 NFPA 20 FOR FIRE PUMP DESIGN & INSTALLATION.-2002 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS.
EXISTING BUILDIING TYPE: IBPROPOSED BUILDING TYPE: 1B
EXISTING USE: B (OFFICE), S-1 (STORAGE)PROPOSED USES: R-2 (APARTMENTS), A-2 (COMMON SPACE), B (OFFICE)
EXISTING STORIES: 9 + BASEMENTPROPOSED STORIES: 9 + BASEMENTCLASSIFICATION: EXISTING HIGH RISE
EXISTING BUILDING AREA: 40,293 SFPROPOSED BUILDING AREA: 43,334 SF
EXISTING RESIDENTIAL UNITS: 0PROPOSED RESIDENTIAL UNITS: 76
DEFERRED APPROVALS1. FIRE SPRINKLER SYSTEM SUBMITTAL
2. FIRE ALARM SUBMITTAL
MOD REVIEW FORM
HISTORIC RATINGHISTORIC: A
CALIFORNIA REGISTER: Y
DCP 1976: 5
ACCESSIBILITY
TOTAL NUMBER OF UNITS = 76
UFAS ACCESSIBLE UNITS: (5% of total units, or 5% of 76 = 3.8 units required.(4 required, 6 provided) Units to be 404, 504, 604, 704, 804, 904
70 UNITS TO BE TITLE 24 ADAPTABLE
HEARING AND VISUALLY IMPAIRED UNITS (4 required per Table 11B-4)(4 required, 6 provided) Units to be 405, 505, 605, 705, 805, 905
SPRINKLER NOTES
A NEW COMBINATION STANDPIPE SPRINKLER SYSTEM WILL BE INSTALLEDUP TO THE LATEST CODE, NFPA 13 & NFPA 14
K02 CABINET TYPE
PREFIX DESIGNATESSPECIFICATION DIVISION
REFER TO CABINET SCHEDULE
(OR CONTROL OR DATUM POINT)
MATCHLINE
DRAWING SPECIFIC KEYNOTE
CSI KEYNOTE
WORK POINT
B05
W06
A021 * REFER TO DOOR SCHEDULE
REFER TO WINDOW SCHEDULE
REFER TO WALL TYPE SHEET
DOOR NUMBER
WINDOW NUMBER
WALL TYPE
DOOR NUMBER
EXTERIOR ELEVATION KEY
DETAIL NUMBERDETAIL SHEET
ELEVATION NUMBERELEVATION SHEET
SECTION KEYSECTION NUMBERSECTION SHEETDETAIL KEY
ROOM IDENTIFICATION
ROOM AREA [SQUARE FEET]
INTERIOR ELEVATION KEY
ELEVATION ORIENTATION
ELEVATION NUMBERELEVATION SHEET
ROOM NAMEROOM NUMBER
GRID-LINE INDICATION
SYMBOLS:
12.01
N
E
S
W
00.00
00 D
A-123CLASSROOM
123 SF
A
05
12.01
12.01
12.01
C-01-aREFER TO SIGNAGE SCHEDULESIGNAGE NUMBER
SIGN LETTERROOM NUMBERBUILDING LETTER
A ACCESSORY LETTERREFER TO ACCESSORY SCHEDULE
BUILDING LETTER
REMOVED SPECIFIED ITEM
PANIC HARDWARE
METERS, SED, SMDME
ABBREVIATIONS:
HIGH POINTH.P.
INSIDE DIAMETER (DIM)
NOT IN CONTRACT
MISCELLANEOUSMISC.
E. EAST
ELEVATIONEXPANSION JOINTEXPANSION BOLTEACH
EACH WAY
ENCLOSUREEQUAL
ELECTRICAL
EXPANSIONEXTERIOR
EXHAUSTEXPOSED
EXCAVATE (ED)
ENCL.EQ.
ELEC.EL.E.J.E.B.EA.
NEG.
N.T.S.NO.N.I.C.
M.S.MTD.MTL.(N)N.
NEW
NEGATIVE
NOT TO SCALENUMBER
NORTH
MOUNTEDMACHINE SCREW
METAL
CONNECTIONCONCRETECOLUMNSCREWCOUNTERSUNK MACHINECLEARCEILING
COUNTERSINK, (SUNK)
DETAILDOUBLEDEEP
CENTERCONTRACTORCONTINUOUS
DIMENSIONDOWN
DIAGONALDIAMETER
EXISTING
DOWNSPOUTDRAWING
DIM.DN.
(E)
DS.DWG.
DET.DBL.DP.
DIAG.DIA.
CONC.CONN.
CONTR.CONT.
CTR.CTSK.
C.M.S.CLR.CLG.
COL.
LINEARLIN.LT.LTG.
MAX.M.B.MECH.MEMB.MFR.MIN.
MAT.
MACHINE BOLTMECHANICALMEMBRANEMANUFACTURERMINIMUM
LIGHTING
MAXIMUMMATERIAL
LIGHT
JST.
I.D.
INCR.
JT.L.
IN.
HT.
JOISTJOINTLONG (DIM)
HEIGHT
INCHINCREASE
W.F. WIDE FLANGE (STEEL)W.O. WHERE OCCURS
W/O
W.W/
WD.
VAR.U.O.N.
VERT.V.G.
WIDE (DIMENSION)
WITHOUTWOOD
WITH
VERTICAL GRAIN
VARIES; VARIABLEUNLESS OTHERWISE NOTED
VERTICAL
STRUCT. STRUCTURAL
THRU.TOP.
TYP.T.P.
UNFIN.
SUSP.T>HK.
THROUGH
TOP OF PAVEMENTTOPPING
TYPICALUNFINSHED
SUSPEND; SUSPENDEDTONGUE AND GROOVETHICK
S.P.D.SPEC.
STD.S.STL.S.S.D.
STL.
S.L.D.SL.
S.M.D.
SIM.
S.O.G.SEE PLUMBING DWGS.SPECIFICATIONSSEE STRUCTURAL DWGS.STAINLESS STEEL
STEELSTANDARD
SLAB ON GRADE
SEE LANDSCAPE DWGS.SEE MECHANICAL DWGS.
SLOPESIMILAR
GYPSUM WALLBOARD
FLAT HEAD SCREW
FURNISHED AND INSTALLED
FACE OF CONCRETE
GALVANIZED SHEET METAL
FACE OF FINISHF.O.F.
ADJ. ADJUST, ADJUSTABLE
CERAMIC TILE
ACCESS PANELAPPROVEDAPPROXIMATE
ABOVE FINISH FLOOR
ALTERNATE
AGGREGATEALUMINUM
BENCH MARKBOTTOM
BLOCK, BLOCKINGBUILDINGBOARD
ARCHITECTURALASPHALT
CONTROL JOINTCHAIN LINK
CAST IRONCHANNEL
CATCH BASINCEMENTCEM.
C.T.
C.L.C.J.C.I.CH.
BLDG.
BOT.B.M.BLK.
C.B.
A.P.
APPROX.APPO.
ARCH.ASPH.BD.
AGGR.A.F.F.
ALT.AL.
GYP. BD.
GR.G.S.M.
GND.
HDWD.HGT.H.M.HOL.HOR.
H.HARDWOOD
HOLLOW METALHEIGHT
HOLLOWHORIZONTAL
GRADEGROUND
HIGH (DIM)
F.O.S.
GALV. GALVANIZED
GAUGEGALLON
GLASSGENERAL
FACE OF STUDFEET, FOOTFOOTING
ACOUSTICAL CEILING TILE
ANGLE
ACCESS OR ACCESSIBLE
POUND OR NUMBERDIAMETER OR ROUNDCENTERLINE
PENNYEXISTING
ABOVE
AREA DRAINADDITION
ACCS.
ADDN.
A.C.T.
ABV.
A.D.
d#O
(E)(N) NEW
@
&
CAT
AND
FLEX.
FLUOR.F.O.C.
FLASH.
F.H.S.
F.I.O.
FLASHINGFLEXIBLEFLOORFLUORESCENT
FINISH (ED)
BY OWNERFORMED JOINT
FLOOR DRAIN
FABRICATE
FOUNDATION
S.C.D.SCHED.
SHT.SECT.S.E.D.
SHTG.
RET.REQD.
S.RWD.
SEE CIVIL DRAWINGSSCHEDULE; SCHEDULEDSEE ELECTRICAL DWGS.
SHEATHINGSHEETSECTION
SOUTHREDWOODRETURNREQUIRED
P.T.D.F.
REINF.REF.R.D.R.C.P.
PRCST.PR.
PROP.PREFAB.
PLY.
REINFORCED
REFLECTED CEILING PLANROOF DRAINREFERENCE
PREFABRICATE(D)PROPERTY
PRECASTPAIRPLYWOOD
CONTRACTOR INSTALLED
O.H.
P.L.PL.PERP.PERF.
O.F.C.O.H.S.OPNG.
O.F.D.
OVERHEAD
PROPERTY LINE
PERPENDICULARPERFORATED
PLATE
OVAL HEAD SCREW
OVERFLOW DRAINOVERFLOW SCUPPER
OPENING
O.D.O.F.C.I.
O.A.O.C.
OWNER FURNISHED OUTSIDE DIAMETER
OVERALLON CENTER
W WEST
EXP.
EXT.
E.W.
EXH.EXC.
GAL.
GEN.
FTG.
GL.
GA.
FT.
FLR.
FIN.
F.J.
F.D.
FAB.
FDN.
FLOOR CLEAN OUTF.C.O.
MIR. MIRRORED
STRUCTURALS.01 GENERAL NOTESS.02 TYPICAL DETAILSS.03 TYPICAL DETAILSS2.10 FOUNDATION AND BASEMENT PLANS2.11 FIRST FLOOR FRAMING PLANS2.12 SECOND FLOOR FRAMING PLANS2.13 THIRD FLOOR FRAMING PLANS2.14 FOURTH FLOOR FRAMING PLANS2.15 FIFTH-EIGHTH FLOOR FRAMING PLANS2.19 NINTH FLOOR FRAMING PLANS2.19A NINTH FLOOR CEILING FRAMING PLANS2.20 ROOF FRAMING PLANS3.01 ELEVATIONS GRIDLINES 1 & 5S3.02 ELEVATIONS GRIDLINE DS3.03 ELEVATIONS GRIDLINE BS3.04 ELEVATIONSS4.01 STEEL DETAILSS4.02 STEEL DETAILSS4.03 STEEL DETAILSS4.04 STEEL DETAILSS4.05 STEEL DETAILSS4.10 METAL DECK DETAILSS4.11 METAL DECK DETAILSS5.01 CONCRETE DETAILSS5.02 CONCRETE DETAILSS5.03 CONCRETE DETAILSS5.04 CONCRETE DETAILSS5.05 CONCRETE DETAILSS5.10 CONCRETE DETAILS
MECHANICALMP1.1 GENERAL NOTES, SCHEDULES, SEQUENCE OF
OPERATION, LEGENDMP1.2 TITLE 24 FORMSM2.10 BASEMENT MECHANICAL PLANM2.11 GROUND FLOOR MECHANICAL PLANM2.12 SECOND FLOOR MECHANICAL PLANM2.13 THIRD FLOOR MECHANICAL PLANM2.14 FOURTH FLOOR MECHANICAL PLANM2.15 FIFTH-NINTH FLOOR MECHANICAL PLANM2.20 ROOF MECHANICAL PLANM3.10 HOT WATER RISER AND DUCT RISER DIAGRAMM3.20 WIRING AND CONTROL & REFRIGERANT PIPING DIAGRAMM3.30 DETAILSP2.10 BASEMENT PLUMBING PLANP2.11 GROUND FLOOR PLUMBING PLANP2.12 SECOND FLOOR PLUMBING PLANP2.13 THIRD FLOOR PLUMBING PLANP2.14 FOURTH-SEVENTH FLOOR PLUMBING PLANP2.18 EIGHTH FLOOR PLUMBING PLANP2.19 NINTH FLOOR PLUMBING PLANP2.20 ROOF PLUMBING PLANP3.10 PLUMBING RISERSP3.20 DETAILSP3.30 DETAILS AND RISER
ELECTRICALE0.01 SYMBOL, LEGEND, GENERAL NOTES & ABBREVIATIONSE0.02 LIGHTING FIXTURE SCHEDULEE0.03 SINGLE LINE DIAGRAME0.04 CABLE TV/ TELEPHONE/ INTERCOM SYSTEM, & RESCUE,RISER DIAGRAME0.05 FIRE ALARM SYSTEM RISER DIAGRAME0.06 CCTV SECURITY SYSTEM RISER DIAGRAME1.00 SINGLE LINE DIAGRAME1.01 CABLE TV / TELEPHONE / INTERCOM SYSTEM
& RESCUE ASSIST. RISER DIAGRAME1.02 FIRE ALARM SYSTEM RISER DIAGRAME1.10 BASEMENT DEMOLITION PLANE1.11 GROUND FLOOR DEMOLITION PLANE1.12 SECOND FLOOR DEMOLITION PLANE1.13 THIRD FLOOR DEMOLITION PLANE1.14 FOURTH FLOOR DEMOLITION PLANE1.15 FIFTH FLOOR DEMOLITION PLANE1.16 SIXTH FLOOR DEMOLITION PLANE1.17 SEVENTH FLOOR DEMOLITION PLANE1.18 EIGHTH FLOOR DEMOLITION PLANE1.19 NINTH FLOOR DEMOLITION PLANE1.19A THIRD FLOOR CLERESTORY DEMOLITION PLANE2.01 SIDEWALK LEVEL LIGHTING PLANE2.10 BASEMENT LIGHTING PLANE2.11 GROUND FLOOR LIGHTING PLANE2.12 SECOND FLOOR LIGHTING PLANE2.13 THIRD FLOOR LIGHTING PLANE2.14 FOURTH FLOOR LIGHTING PLANE2.15 FIFTH-NINTH FLOOR LIGHTING PLANE2.16 NINTH FLOOR CLERESTORY LIGHTING PLANE3.00 ELECTRICAL SITE PLANE3.01 SIDEWALK LEVEL POWER LOW VOLTAGE AND FIRE ALARME3.10 BASEMENT POWER PLANE3.11 GROUND FLOOR POWER PLANE3.12 SECOND FLOOR POWER PLANE3.13 THIRD FLOOR POWER PLANE3.14 FOURTH FLOOR POWER PLANE3.15 FIFTH THRU NINTH FLOOR POWER PLANE4.10 BASEMENT LOW VOLTAGE SYSTEM PLANE4.11 GROUND FLOOR LOW VOLTAGE SYSTEM PLANE4.12 SECOND FLOOR LOW VOLTAGE SYSTEM PLANE4.13 THIRD FLOOR LOW VOLTAGE SYSTEM PLANE4.14 FOURTH FLOOR LOW VOLTAGE SYSTEM PLANE4.15 FIFTH THRU NINTH FLOOR LOW VOLTAGE SYSTEM PLANE5.10 BASEMENT FIRE ALARM SYSTEM PLANE5.11 GROUND FLOOR FIRE ALARM SYSTEM PLANE5.12 SECOND FLOOR FIRE ALARM SYSTEM PLANE5.13 THIRD FLOOR FIRE ALARM SYSTEM PLANE5.14 FOURTH FLOOR FIRE ALARM SYSTEM PLANE5.15 FIFTH THRU NINTH FLOOR LOW VOLTAGE SYSTEM PLANE5.16 SIXTH FLOOR FIRE ALARM SYSTEM PLANE5.17 SEVENTH FLOOR FIRE ALARM SYSTEM PLANE5.18 EIGHTH FLOOR FIRE ALARM SYSTEM PLANE5.19 NINTH FLOOR FIRE ALARM SYSTEM PLANE5.20 NINTH FLOOR CLERESTORY FIRE ALARM SYSTEM PLANE6.12 ROOF ELECTRICAL PLANE7.00 PANEL SCHEDULEE7.01 PANEL SCHEDULEE7.02 PANEL SCHEDULEE7.03 PANEL SCHEDULEE7.04 PANEL SCHEDULEE7.05 PANEL SCHEDULEE7.06 PANEL SCHEDULEE8.00 EQUIPMENT SCHEDULE
ARCHITECTURALT0.00 SHEET INDEX, PROJECT DATA, SCOPE OF WORK, SITE MAPT0.01 PREAPPLICATION MEETING NOTEST0.02 EXITING PLANST0.03 NO BUILD ZONE
A1.01 EXISTING SITE PLANA1.02 PROPOSED SITE PLAN
A1.10 BASEMENT DEMOLITION PLANA1.10G BASEMENT GRADING PLANA1.10S DEMOLITION SIDEWALK LEVEL PLANA1.11 GROUND FLOOR DEMOLITION PLANA1.12 SECOND FLOOR DEMOLITION PLANA1.13 THIRD FLOOR DEMOLITION PLANA1.14 FOURTH FLOOR DEMOLITION PLANA1.15 FIFTH FLOOR DEMOLITION PLANA1.16 SIXTH FLOOR DEMOLITION PLANA1.17 SEVENTH FLOOR DEMOLITION PLANA1.18 EIGHTH FLOOR DEMOLITION PLANA1.19 NINTH FLOOR DEMOLITION PLANA1.19A NINTH FLOOR CLERESTORY DEMOLITION PLANA1.20 ROOF DEMOLITION PLANA1.30 EXISTING EAST ELEVATION DEMOLITIONA1.31 EXISTING NORTH & SOUTH ELEVATIONS DEMOLITIONA1.32 EXISTING WEST ELEVATION DEMOLITIONA1.33 WEST & EAST CLERESTORY ELEVATIONS DEMOLITION
A2.10 PROPOSED BASEMENT FLOOR PLANA2.10S PROPOSED SIDEWALK/PLAZA LEVEL PLANA2.11 PROPOSED GROUND FLOOR PLANA2.11F FLOOR FINISH PLAN - GROUND FLOORA2.12 PROPOSED SECOND FLOOR PLANA2.12F FLOOR FINISH PLAN - SECOND FLOORA2.13 PROPOSED THIRD FLOOR PLANA2.13F FLOOR FINISH PLAN - THIRD FLOORA2.14 PROPOSED FOURTH FLOOR PLANA2.14F FLOOR FINISH PLAN - FOURTH FLOOR (FIFTH THROUGH NINTH SIM)A2.15 PROPOSED FIFTH FLOOR PLANA2.16 PROPOSED SIXTH FLOOR PLANA2.17 PROPOSED SEVENTH FLOOR PLANA2.18 PROPOSED EIGHTH FLOOR PLANA2.19 PROPOSED NINTH FLOOR PLANA2.19A PROPOSED NINTH FLOOR CLERESTORY PLANA2.20 PROPOSED ROOF PLAN
A2.21 TYPICAL UNIT- ENLARGED PLAN- UNITS A,B,CA2.22 TYPICAL UNIT- ENLARGED PLAN- UNITS D,EA2.23 TYPICAL UNIT- ENLARGED PLAN- UNITS F,GA2.24 TYPICAL UNIT- ENLARGED PLAN- UNITS H,JA2.25 TYPICAL UNIT- ENLARGED PLAN- UNITS K,L,MA2.26 TYPICAL UNIT- ENLARGED PLAN- UNITS N,PA2.27 TYPICAL UNIT- ENLARGED PLAN- UNITS Q,RA2.28 TYPICAL UNIT- ENLARGED PLAN- UNITS S,TA2.29 TYPICAL UNIT- ENLARGED PLAN- UNITS U,WA2.30 TYPICAL UNIT- ENLARGED PLAN- UNIT X
A2.40 BASEMENT SIGNAGE PLANA2.40S SIGNAGE SIDEWALK LEVELA2.41 GROUND FLOOR SIGNAGE PLANA2.42 SECOND FLOOR SIGNAGE PLANA2.43 THIRD FLOOR SIGNAGE PLANA2.44 FOURTH FLOOR (FIFTH TO NINTH SIM) SIGNAGE PLAN
A3.00 PROPOSED EAST ELEVATIONA3.01 PROPOSED SOUTH ELEVATIONSA3.02 PROPOSED WEST ELEVATIONA3.03 PROPOSED NORTH ELEVATIONA3.04 PROPOSED WEST & EAST CLERESTORY ELEVATIONSA3.05 BUILDING SECTIONA3.06 BUILDING SECTION (NOT USED)A3.07 PROPOSED UNIT CROSS SECTION
A4.10 PROPOSED BASEMENT REFLECTED CEILING PLANA4.11 PROPOSED GROUND FLOOR REFLECTED CEILING PLANA4.12 PROPOSED SECOND FLOOR REFLECTED CEILING PLANA4.13 PROPOSED THIRD FLOOR REFLECTED CEILING PLANA4.14 PROPOSED FOURTH-EIGHTH FLOOR REFLECTED CEILING PLANA4.15 PROPOSED NINTH FLOOR REFLECTED CEILING PLAN
A6.01 ENLARGED TOILET ROOM ELEVATIONSA6.02 ENLARGED COMMON RESTROOM PLANS AND ELEVATIONSA6.03 ENLARGED DECK PLANSA6.04 ENLARGED STAIR #2 PLANS AND SECTIONA6.04A ENLARGED STAIR #1 PLANSA6.05 ENLARGED STAIR PLANS AND SECTIONSA6.06 ENLARGED ELEVATOR AND GENERATOR PLANS AND ELEVATIONS
A7.00 FINISH SCHEDULEA7.01 FINISH SCHEDULEA7.02 BASEMENT, 1ST & 2ND FLOOR DOOR SCHEDULEA7.03 2ND & 3RD FLOOR DOOR SCHEDULEA7.04 4TH TO 9TH FLOOR DOOR SCHEDULEA7.05 WINDOW SCHEDULEA7.06 WINDOW SCHEDULEA7.07 WINDOW SCHEDULEA7.08 WINDOW SCHEDULEA7.09 WINDOW TYPES
BUILDING MAINTENANCEB1.00 ROOF PLANSB2.00 SECTIONS AND DETAILS
UFAS ACCESSIBLE, TITLE 24 ADAPTABLE and HEARING/VISUALLY IMPAIRED UNITS
Floor UFAS Accessible Title 24 Adaptable Units Hearing/ TOTALUnits Visually UNITs
Impaired unitsSECOND None 201,202,203, 204, 205, 206, 207, 208 None 12
209, 210, 211, 212THIRD None 301, 302, 303, 304, 305, 306, 309, 310, None 10
311, 312FOURTH 404 401, 402, 403, 405, 406, 407, 408, 409, 405 9FIFTH 504 501, 502, 503, 505, 506, 507, 508 509 505 9SIXTH 604 601, 602, 603, 605, 606, 607, 608, 609 605 9SEVENTH 704 701, 702, 703, 705, 706, 707, 708, 709 706 9EIGHTH 804 801, 802, 803, 805, 806, 807, 808, 809 806 9NINTH 904 901, 902, 903, 905, 906, 907, 908, 909 906 9
TOTAL 6 70 6 76
UFAS ACCESSIBLE & T-24 ADAPTABLE UNITS
A8.01 FIRST FLOOR INTERIOR ELEVATIONSA8.02 FIRST FLOOR INTERIOR ELEVATIONSA8.03 INTERIOR ELEVATIONSA8.04 INTERIOR ELEVATIONS CORRIDORSA8.05 INTERIOR ELEVATIONS UNITSA8.06 INTERIOR ELEVATIONS COMMON KITCHENS
A9.01 WALL, FLOOR & CEILING TYPES
A10.01 CLAY TILE ROOF DETAILSA10.02 MODIFIED BITUMEN ROOF DETAILSA10.03 MISCELLANEOUS ROOF DETAILSA10.04 ACCESSIBILITY DETAILSA10.05 SIGNAGE DETAILSA10.06 ELEVATOR DETAILSA10.07 ELEVATOR-1 DETAILSA10.08 FLOOR DETAILSA10.09 INTERIOR DETAILSA10.10 CEILING DETAILSA10.11 CASEWORK DETAILSA10.12 CASEWORK DETAILSA10.13 STAIR DETAILSA10.14 PORTICO & DECK DETAILSA10.15 TRASH CHUTE SECTION & DETAILSA10.16 INTERIOR DOOR DETAILSA10.17 EXTERIOR DOOR DETAILSA10.18 EXTERIOR DETAILSA10.19 MISCELLANOUS SITE DETAILS
AREA SEPARATION
1. PROVIDE 1-HOUR FIRE RATING SEPARATION BETWEEN ALL B AND A-2OCCUPANCIES 1
1
1
1
1
1
1
1
1
1
1
1
1 2 3 4 5 6 7 8
A
B
C
D
E
5'-1" ±
10'-3" ±
17'-0" ±
11'-11" ±
18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ±
A.1
B
4'-4"
E.1
7"
A.1
1.1
7"
9"
8.1
9"
F.O. BLDG
F.O. BLDG
F.O. BLDG F.O. BLDG
(E) PARKING GARAGE FORADJACENT PROPERTY
(E) SHEAR WALL FOR ADJACENT PROPERTY
BASEMENT LEVEL PROPOSEDPROPERTY LINE
HSA
PARKING GARAGE
CORRIDOR
STORAGE
84 SF
DN
DN
UP
+16.18'TYP UON
+15.25'
(N) SHEAR WALL FOR ADJACENT PROPERTY
UCD VAULT
29'-9"17'-6"
16'-8"
8'-10
"10
'-9"
4'-5"
25'-8
"
5'-6"
26'-8
"
UNDER SIDEWALK16.01
TYP03.0214.01
CONC RAMP03.03
05.0403.04
CORRIDOR
03.05
03.05
W1
W14
W5
021 020
03002001
05
07
08
017
016015 014
012
018
08.12
08.12
15.05
TYP05.01
(E) GAS METER LOCATION
022
9'-7"
19'-1
1"
DN
(E) WINDOW ABOVE, TYP
DN
04.01
W14
SEE A1.10 FOREQUIPMENT IN THIS AREA
013
011
W10
1A6.04A
05.10
AT REMOVED RAMP03.01
1A6.04
05.01
ALIGN WALL W/ WALL @VESTIBULE LEVEL
W10
W14
05.08
+15.07'
4A10.07
06
W8
W14W10 W10
W10
W5 W6
W10
W10
W10
09
010
W4W4 W4SIM
W7
W7SIM
W7SIM
W5 W5SIM
W7 W7SIM
W8
W10
W10
W10
W7
W5W5
W1
W1
W1
W6
W7 W7W7W7 W7
W5W6 W5 W5
W14
W8
W14 W8
W8W8
W1
SIM
W10
04
018
019
W1
5A6.05
NEW DOOR- 20 MIN RATED
3-HOUR SEPARATION ATPROPERTY LINE- TYP
1-HOUR RATED CORRIDORW/ 20 MIN-RATED DOORS
1-HOURRATED DOOR
(N) (2) 90 MINUTE-RATEDFIRE DOOR
7'-4"
6'-2"
5'-1"
HSA IT
471 SF
HSA WD SHOP
653 SF
BOILER
286 SFFIRE PUMP RM
238 SF
BOOSTER RM
202SF
ELEV MACHINE RM
49 SF
MAIN ELEC RM
286 SF
EMERGENCY POWER RM
44 SF
ELEV MACH
138 SF
STORAGE
47 SF
SERVER ROOM
56 SF
HSA STORAGE
174 SF
GAS METER
121 SF
STAIR-2
- STAIR-1
-
HVAC
13'-3"±
2'-0"
03.10IN PITBELOW
TYP03.10
7A10.06
TYP
ELEV 1
ELEV 2 ELEV 3
PROPOSEDBASEMENT PLAN
A2.10
SCALE: 1/4" = 1'-0"
PROPOSED BASEMENT LEVEL PLAN1
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
0' 1' 2' 5'
SHEET NOTES: KEYNOTES: LEGEND:
05. SEE DOOR TYPES & DOOR SCHEDULES FOR ALL DOORS AND FRAMES
01. SCD, SSD, SED, SPD, & SMD FOR FURTHER INFORMATION
06. SEE WINDOW TYPES FOR ALL WINDOWS
03. FLOORING SHALL HAVE THE MINIMUM COEFFICIENT OF FRICTION - DRY: 0.60 WET: 0.80
02. SEE FINISH SCHEDULE FOR ALL FINISHES
04. PATCH/REPAIR (E) PLASTER AT ALL (E) EXPOSED WALLS AND COLUMNS
07. AT ALL UFAS UNITS: THE WINDOWS ARE CASEMENTS OR AWNINGS WITH A BREAKABLE LIMITER A 3" RING AT THE BOTTOM OF THE BLIND CONTROL WAND EXTENSION HANDLE FOR THE HEATER THERMOSTAT THE ENTRY DOOR HAS NO THUMB TURNS THE BI-FOLD DOORS HAVE EXTRA WIDE PULLS
08. ALL DOORS TO RECEIVE A WIRELESS DOORBELL TIED TO A HORN/STROBE.
(E) WALL TO REMAIN
(E) MASONRY WALL TO REMAIN
(N) MISCELLANEOUS ABOVE
WALL PER TYPE - SEE A9.01
CONC SHEAR WALL - SSD
CONC FLOOR INFILL - SSD
(E) CMU WALL TO REMAIN
CMU WALL
SKYLIGHT OPENING INFILL - SSD
03.01
03.02
03.03
03.05
03.04
05.01
05.08
08.12
HVAC UNIT - SMD15.05
UCD VAULT UNDER SIDEWALK - SED16.01
14.01
REMOVE (E) STEEL STAIR01.04
CONCRETE SLAB ON GRADE - SSD
CONCRETE SHEAR WALL - SSD
CONCRETE RAMP
CONCRETE STAIR
CONCRETE FLOOR INFILL - SSD
MTL HANDRAIL
RE-INSTALL (E) HISTORIC METAL SCREEN IN (E) LOCATION
RATED ACCESS DOOR
FRONT-SIDE OPENING ELEVATOR
04.01 CMU WALL
10. DIMENSIONS GENERALLY INDICATE CLEAR DISTANCES UON
09. SEE WALL TYPES SHEET FOR ALL WALL TYPES
11. GRIDLINES ARE AT CENTER OF COLUMN UON
12. REFER TO RCPS FOR HEIGHTS OF NON-RATED PARTITIONS
13. FOR UNIT ACCESSIBLITY NOTES AND DIMENSIONS SEE ENLARGED UNIT PLANS
05.10ELEVATOR PIT ACCESS LADDER
1
1
03.10 SUMP PIT AND METAL GRATE
1
1
1
1
1
1
1
1
1 2 3 4 5 6 7 8
A
B
C
D
E
5'-1" ±
10'-3" ±
17'-0" ±
11'-11" ±
18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ± 18'-0" ±
A.1
B
4'-4"
E.1
7"
A.1
1.1
7"
9"
8.1
9"
F.O. BLDG
F.O. BLDG
F.O. BLDG F.O. BLDG
LINE OF (E) CONC SHEARWALL FOR 170 OTIS BELOW
(E) ADJACENTBUILDING
LINE OF (N) TRELLIS ABOVE- SHOWN DASHED
+22.99'
+29.11'
+29.11' +29.11'
+25.07'
2'-5 1
/2"±
DN
HVAC
27'-3"
7'-5"19'-10"
170 OTIS STREET
13'-9
"2'-
8"
16'-5
"
1A8.01
W
N
E
S
3A8.02
W
N
E
S
1A8.02
W
N
E
S
2A8.01
W
N
E
S
3A8.06
W
N
E
S
1A3.02
1A3.03
1A3.00
TYP08.05
14.01
09.10
03.07
TYP06.04
TYP06.03
TYP08.081'-0"MIN
11'-2"
7'-9 1/2"9'-3 1/2"
6'-6"
W17
10'-9
"
1A6.02
6A10.07
1A8.06
2A6.02
2A8.02
1A3.05
2A6.04
1A6.06
1A6.03
2A8.06
W10
W04 W13
W12
W12
W5
W9
TYP05.01
05.04
TYP05.02
TYP02.28
05.03
05.05
TYP05.06
TYP07.0108.07
14.03
14.02
TYP03.02TYP10.01
05.08
05.05
ABOVE14.05
14.04
08.06
TYP05.01
05.04
5A8.02
W
NS
5'-1"
MIN
W15 05.03
TYP05.02
TYP05.016'-0"
5'-1"
MIN
ALIG
N
ALIGN
ALIG
N
ALIG
NALIGN
123
122
101
102
104
121
120
119
118
117 116 115114
106
108
109110 113
112
111
R
ABV
1A3.01
OPEN TOBELOW
(E) OPENINGS DO NOT RECEIVE (N) GLAZING SEE A2.32(E) OPENINGS DO NOT RECEIVE (N) GLAZING SEE A2.32(E) OPENINGS DO NOT RECEIVE (N) GLAZING SEE A2.323
A6.04A
4A8.02
W
N
E
S
UP
CLINIC
WARMING KITCHEN
211 SF
PANTRY
216 SF
MULTI-PURPOSE
1040 SF
BLDG RECEPTION
521 SF
OFFICE
FIRE COMMAND CLIENT SERVICESCLIENT
SERVICES
CLIENT
SERVICES
CLIENT
SERVICES
SUPPLY/COPY
BREAK ROOM
CONFERENCE
BLDG MGR
124 SF
PORTICO
BATHROOM
DN TOPLAZA
UP
DN
STAIR-2
-
STAIR-1
-
ELEV LOBBY
-
2'-8"
2'-7"
ALIG
N
ALIGN ALIGN
2'-4"
9'-11"
1'-0"
ALIG
N
ALIGN
C (E) MULLION =C (N)WALL
LL
5'-4"
105
6'-3"
C (E) MULLION =C (N)WALL
TRASH COMPACTOR ROOM
6A8.02
W
N
E
SW101
W102 W103 W104 W105 W106 W107 W108 W109
W110W111
W112
ABVABV ABV ABV ABV ABV ABV ABV ABV
W113
W114
ABV W115
W116
ABV W117
W118
ABVW119 ABV W120 ABV W121 ABV W122 ABV W123
ABVABV
W124
W125
ABV
W126
W127
ABV
W128
W129
ABV
W130
W131
ABV
W132
W133
ABVW134
W135
ABVW136
W137
ABVW138
W139
ABVW140
W141
ABVW142
W143
ABVW144
W145
ABVW146
W147
ABVW148
W149
ABVW150
W151
ABVW152W153
W154
W155
ABVW156
W157
ABVW158
W159
ABVW160
W161
ABVW162
W163
ABVW164
W165
ABVW166
W167
ABVW168
W169
ABVW170
W171
ABVW172
W173
ABV
W174
W175
ABV
W176
W177
ABV
W178
W179
ABV
W180
W181 W182W183
(E) GATE TO REMAIN
3A6.05
2A3.05
1A10.12
3A6.04
ELEV 2 ELEV 3
8A10.12
3A8.01
W
N
E
S
W12
W12
W12W21
6A10.14
TYP 2A10.14TYP
TYP15.09
2% SLOPE
MAX, TYP
TYP02.29LINE OF (N) TRELLISABOVE - SHOWN DASHED
TYP07.01
ELEV 1
107
15.09
W12
W12
EQEQ
9'-0"
3A6.06SEE 2/A2.10S FOR
SCOPE UNDER DECK
14'-8"TO FENCE
15.07
03.07
35'-5"
16'-4
"
11'-6
"
DN TOBASEMENT
W14 W14
W8 W8
W14
W8
W18W4 W4
W4
W7 W5
W15
W7
W11
W10
W10
W11
W8
W21 W3 W3 W3 W3 W3
W12
W3W3SIM
W13SIM
W1 W1
W12 W12 W12 W5
W12
W11
W11
W12
W10
W12
W8
W14 W8
W8 W8
SIM
ALIG
N
W12
W13
W3W3
SIM
W13
W13
SIM
SIM
W7
HVAC
2A6.03
06.03
6A10.11
TYP06.05
11'-8
"
EQ EQ EQ
5'-0" 23'-0"
06.0506.0306.04
EQ EQ EQ EQ EQ
35'-3"
3A10.14
TYP 4A8.01
W
N
E
S
6A10.11
06.03
103
124
125
126
1A6.07
12.01
INTERMEDIATELANDING
INTERMEDIATELANDING
A-2OCCUPANCY
R-2OCCUPANCY
BOCCUPANCY
STORAGE
PORTICO
2
12.05
8'-0"
3'-0"
PROPOSEDGROUND FLOOR PLAN
A2.11
SCALE: 1/4" = 1'-0"
PROPOSED GROUND FLOOR PLAN1
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/03/10Addendum 1
0' 1' 2' 5'
SHEET NOTES: KEYNOTES: LEGEND:
03.07
06.04
06.03
08.05
08.02
14.01
CONCRETE SLAB INFILL - SSD
UPPER CABINET
ALUMINUM STOREFRONT
ALUMINUM WINDOW
FRONT-SIDE OPENING ELEVATOR
COUNTERTOP
08.08 STEEL INTERIOR WINDOW
03.02
03.06
05.01
05.02
05.03
05.04
05.05
05.06
06.05
08.07
08.04
10.01
TRASH COMPACTOR14.04
TRASH CHUTE14.05
CONCRETE SHEAR WALL - SSD
PRE-CAST CONCRETE PLANTER
MTL HANDRAIL
STL TRELLIS COLUMN
STEEL STAIR
STEEL FRAMED DECK - SSD
MTL GUARDRAIL
METAL GATE
BASE CABINET
GLASS CHANNEL
ALUMINUM THRESHOLD
4C POSTAL BOX
07.01 EXPANSION JOINT
12.01 RECEPTION DESK
SINK - SPD15.07
FLOOR DRAIN - SPD15.09
02.29
02.28 PREFABRICATED PLANTER
PREFABRICATED BENCH
05. SEE DOOR TYPES & DOOR SCHEDULES FOR ALL DOORS AND FRAMES
01. SCD, SSD, SED, SPD, & SMD FOR FURTHER INFORMATION
06. SEE WINDOW TYPES FOR ALL WINDOWS
03. FLOORING SHALL HAVE THE MINIMUM COEFFICIENT OF FRICTION - DRY: 0.60 WET: 0.80
02. SEE FINISH SCHEDULE FOR ALL FINISHES
04. PATCH/REPAIR (E) PLASTER AT ALL (E) EXPOSED WALLS AND COLUMNS
07. AT ALL UFAS UNITS: THE WINDOWS ARE CASEMENTS OR AWNINGS WITH A BREAKABLE LIMITER A 3" RING AT THE BOTTOM OF THE BLIND CONTROL WAND EXTENSION HANDLE FOR THE HEATER THERMOSTAT THE ENTRY DOOR HAS NO THUMB TURNS THE BI-FOLD DOORS HAVE EXTRA WIDE PULLS
08. ALL DOORS TO RECEIVE A WIRELESS DOORBELL TIED TO A HORN/STROBE.
10. DIMENSIONS GENERALLY INDICATE CLEAR DISTANCES UON
09. SEE WALL TYPES SHEET FOR ALL WALL TYPES
11. GRIDLINES ARE AT CENTER OF COLUMN UON
12. REFER TO RCPS FOR HEIGHTS OF NON-RATED PARTITIONS
13. FOR UNIT ACCESSIBLITY NOTES AND DIMENSIONS SEE ENLARGED UNIT PLANS
14. SEE X-Y/AX.XX FOR DETAILS AT CONNECTIONS FROM (N) WALLS TO (E) WALL AND COLUMNS
ELEVATOR CAB14.02
GURNEY ELEVATOR CAB14.0306.06 WOOD FENCE
(E) WALL TO REMAIN
(E) MASONRY WALL TO REMAIN
(N) MISCELLANEOUS ABOVE
WALL PER TYPE - SEE A9.01
CONC SHEAR WALL - SSD
CONC FLOOR INFILL - SSD
(E) CMU WALL TO REMAIN
CMU WALL
1
1
1
12.05 WALK-OFF GRATE
1
1
1
+44.33'2ND FLOOR
+56.06'3RD FLOOR
+66.06'4TH FLOOR
+29.11'GROUND FLOOR
+76.06'5TH FLOOR
+96.06'7TH FLOOR
+106.06'8TH FLOOR
+116.06'9TH FLOOR
+126.06'UNDERSIDE OF ROOF TRUSS
+22.99'ENTRY LEVEL
15'-3
"11
'-9"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"4'-
0"
+86.06'6TH FLOOR
+138.50'MAIN ROOF RIDGE
+146.25'STAIR TOWER ROOF RIDGE
+25.07'PLAZA LEVEL
2'-1"
EB
TYP09.14
TYP UON08.05
15.31
1A3.05
ELEVATOR TOWER BEYOND
WINDOWS ARE TO BE FIXED STEELFRAME WITH 45 MINUTE FIRE RATEDINSULATED GLAZING AND A QUICK
RESPONSE FIRE SPRINKLERON THE INTERIOR
EDCBA
4'-11" 10'-4" 17'-1" 12'-0"
+44.33'2ND FLOOR
+56.06'3RD FLOOR
+66.06'4TH FLOOR
+29.11'GROUND FLOOR
+76.06'5TH FLOOR
+96.06'7TH FLOOR
+106.06'8TH FLOOR
+116.06'9TH FLOOR
+126.06'UNDERSIDE OF ROOF TRUSS
+22.99'ENTRY LEVEL
15'-3
"11
'-9"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"4'-
0"
+86.06'6TH FLOOR
+138.50'MAIN ROOF RIDGE
+146.25'STAIR TOWER ROOF RIDGE
+25.07'PLAZA LEVEL
2'-1"
7'-1"
62'-1
7/8"
39'-7
"
TYP05.10
08.07
8A10.03
TYP
11A10.03
TYP
7A10.03
TYP
15A10.03
TYP
10'-4
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"
15A10.03
14A10.14
2A10.02
TYP03.24
03.12
08. ALL BENCHMARK ELEVATIONS ARE FROM FINISH FLOOR ELEVATIONS, UON
03. ALL GRIDLINES ARE AT CENTER OF STUD OR CENTER OF COLUMN, UON
04. SEE SCD, SLD, SSD, SMD, SPD, SED FOR FURTHER INFORMATION
05. ALL DIMENSIONS ARE TO GRID LINES, ROUGH OPENINGS & FACE OF STUDS, UON
06. SEE DOOR TYPES & DOOR SCHEDULES FOR ALL DOORS AND FRAMES
07. SEE WINDOW TYPES FOR ALL WINDOWS
PORTLAND CEMENT PLASTER CLEANING: POWERWASH TO REMOVE ALLEFFLORESCENCE, CHALKING, DIST, DUST, GREASE AND OIL. TEST 5'X5' SQUARE TODETERMINE SAFEST EFFECTIVE PRESSURE. TREAT WITH MILDEWCIDE ASREQUIRED.
01.
CONTRACTOR TO REMOVE A PORTION OF COMPROMISED STUCCO IN ONEDISCREET AREA NO LESS THAN 5'X5' IN SIZE. CONTRACTOR TO MOCK UP FINISH OFNEW STUCCO TO MATCH EXISTING STUCCO DEPTH TEXTURE AND IMPRINTS.MOCK-UP IS TO BE REVIEWED BY THE HISTORICAL COMSULTANT (CAREY &COMPANY) FOR COMPATIBILITY WITH EXISTING FINISH. THE MOCK-UP WIL BE MADEAVAILABLE FOR PLANNING STAFF REVIEW IF NECESSARY.
02.
09. FILL ALL HOLES, CRACKS IN (E) STUCCO PRIOR TO PAINTING. CONTRACTOR TO TEST FOR AREAS OF LOOSE STUCCO - REMOVE AND REPLACE AS REQUIRED
10. PAINT ALL EXPOSED EXTERIOR WALL SURFACES
11. LEAVE ALL (N) COPPER FLASHINGS, GUTTERS & RWL EXPOSED
12. PAINT ALL WINDOW FLASHING TO MATCH ADJ WALL
PROPOSED SOUTHELEVATIONS
A3.01
SCALE: 3/16" = 1'-0"
PROPOSED SOUTH ELEVATION1
SCALE: 3/16" = 1'-0"
PROPOSED SOUTH ELEVATION ELEVATOR TOWER2
KEYNOTES:
SHEET NOTES:
05.06
05.07
08.07
08.05
09.14
05.10
MTL GUARDRAIL
MTL PLANTING SCREEN
STL SUPPORT - SSD
CHANNEL GLASS SYSTEM
ALUMINUM WINDOW
PATCH/REPAIR (E) STUCCO AS REQ'D
LINE OF DECK
LOUVER - SMD15.31
03.12
CONTROL JOINT03.24
1
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1 1
+44.33'2ND FLOOR
+56.06'3RD FLOOR
+66.06'4TH FLOOR
+29.11'GROUND FLOOR
+76.06'5TH FLOOR
+96.06'7TH FLOOR
+106.06'8TH FLOOR
+116.06'9TH FLOOR
+126.06'UNDERSIDE OF ROOF TRUSS
+22.99'ENTRY LEVEL
15'-3
"11
'-9"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"4'-
0"
+86.06'6TH FLOOR
+138.50'MAIN ROOF RIDGE
+146.25'STAIR TOWER ROOF RIDGE
+25.07'PLAZA LEVEL
2'-1"
D C AB
TYP08.20
TYP09.14
ALL WINDOWS ON THE NORTHFACADE (EXCLUDING ELEVATORTOWER) ARE TO BE FIXEDSTEEL FRAME WITH 45 MINUTEFIRE RATED INSULATEDGLAZING AND AQUICK-RESPONSE FIRESPRINKLER ON THE INTERIOR
+44.33'2ND FLOOR
+56.06'3RD FLOOR
+66.06'4TH FLOOR
+29.11'GROUND FLOOR
+76.06'5TH FLOOR
+96.06'7TH FLOOR
+106.06'8TH FLOOR
+116.06'9TH FLOOR
+126.06'UNDERSIDE OF ROOF TRUSS
+22.99'ENTRY LEVEL
15'-3
"11
'-9"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"10
'-0"
10'-0
"4'-
0"
+86.06'6TH FLOOR
+138.50'MAIN ROOF RIDGE
+146.25'STAIR TOWER ROOF RIDGE
+25.07'PLAZA LEVEL
2'-1"
C AB
PROPOSED NORTH ELEVATIONS
A3.03
SCALE: 3/16" = 1'-0"
PROPOSED NORTH ELEVATION1
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
KEYNOTES:
SHEET NOTES:
1. PREP/PAINT ALL (E) EXTERIOR STUCCO
08.05
09.14
ALUMINUM WINDOW
PATCH/REPAIR (E) STUCCO AS REQ'D
SCALE: 3/16" = 1'-0"
NORTH ELEVATION - ELEVATOR TOWER2
4A10.18
5A7.08
TYP
4A10.02
TYP.
ALIGN TYP
CONC WALL BEYOND - SSD 3A10.02
PARAPET BEYOND
5A7.08
TYP
CONTROL JOINT03.24
TYP03.24
ALIGN TYP
ALIGN TYP
TYP09.15
TYP08.05
2A10.18
2A10.02
14A10.14
13A10.14
05.12 STEEL WALL MOUNTED TRELLIS
09.15 STUCCO
05.12
1
08.20 STEEL WINDOW1
1
D C B A A (UNITS 205& 305 ONLY)
4" T
YP
6'-0"
TYP
GYP BD- TYP
SOLID SURFACE PANEL-TYP
PURED EPOXY COVE BASE- TYP
16A10.09
TYP.
15A10.09
TYP.
14A10.09
TYP.
L
CC
B
K
A
D
A
GB
LINE OF WINDOW BEYOND- ATUNITS 205 & 305
11A7.09
LOW WALL
LINE OF WINDOW BEYOND-SHOWN DASHED
SEE 2A/- FOR DETAILS NOTNOTED
NOTE: INSTALL MIRRORON WALL OPPOSITE PER1/A10.04
CD AB
4" T
YP
6'-0"
TYP
GYP BD- TYP
SOLID SURFACE PANEL-TYP
PURED EPOXY COVE BASE- TYP
16A10.09
TYP.
15A10.09
TYP.
14A10.09
TYP.
L
CC
B
K
A
D
A
G
B
D C B A
16A10.09
TYP.
GYP BD- TYP
SOLID SURFACE PANEL-TYP
PURED EPOXY COVE BASE- TYP4" T
YP
6'-0"
TYP
15A10.09
TYP.
14A10.09
TYP.
K
A C
B
D
C
G L
AB
D C B A
4" T
YP
6'-0"
TYP
GYP BD- TYP
SOLID SURFACE PANEL-TYP
PURED EPOXY COVE BASE- TYP
16A10.09
TYP.
15A10.09
TYP.
14A10.09
TYP.
L
C C
B
K
A
D
A
G
B
ENLARGED TOILET ROOM ELEVATIONS
A6.01__ of __
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 1/2" = 1'-0"
TITLE 24 ADAPTABLE RESTROOM ELEVATIONS1
KEYNOTES: ACCESSORY KEYNOTES:
MIRROR
A
SEMI-RECESSED TOILET ROLL DISPENSER/SANITARY NAPKIN DISPOSAL
B
SEMI-RECESSED TOILET ROLL DISPENSER
C
SOAP DISH
D
SEMI-RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE
E
RECESSED PAPER TOWEL DISPENSER/WASTE RECPTACLE
F
SHOWER SEAT
G
H
J
K
S.S. GRAB BAR
LAVATORY - SPD
TOILET - SPD
24" TOWEL BARL
SCALE: 1/2" = 1'-0"
TITLE 24 ADAPTABLE RESTROOM ELEVATIONS2
SCALE: 1/2" = 1'-0"
TITLE 24 ADAPTABLE RESTROOM ELEVATIONS3
SCALE: 1/2" = 1'-0"
UFAS ACCESSIBLE RESTROOM ELEVATIONS4
SHEET NOTES:
1. SEE 10 & 11/A10.04 FOR GRAB BAR BLOCKING AND MOUNTING
1
1
FC PANEL TYPWD SLAT TYP
CONC CURB - SSDTS GUARDRAILSUPPORT BEYOND TYP
TS CROSS MEMBER SSD
STL TRELLIS SUPPORT TYP
±12'-4" TYP
9'-10"± TYP
3'-8"
TYP
1'-0"
MTL GUARDRAIL
STL STAIR AND LANDING
MTL HANDRAIL
6X6 DRAINAGE OPENING TYPWD CAP TYP6X6 TS POST TYP LINE OF PLANTER IN FRONTSHOWN DASHED TYP
WINDOW IN WALL BEYOND TYP -SEE A3.031 1/2" DEEP MTL GRATE
OPENING IN WALLBEYOND TYP - SEE A3.03
WALL MOUNTED STL TRELLISSUPPORT TYPCONC WALL - SSD
STUCCO WALL
PARAPET AT TRASH ROOMEXTENSIONST L STAIR
MTL HANDRAIL TYP
29.07'DECK LEVEL
25.07'PLAZA
MTL COILING DOOR
13A10.14
TYP
10A10.14
TYP
9A10.14
TYP
2A10.02
SIM
16A10.13
ALIGNALIGN TO GRATE
WITH BO WINDOW ATEXTERIOR WALL
3--
LINE OF DECK EDGE - SEE A2.10S
STL TRELLIS SUPPORTABOVESHOWN DASHED TYP
6X6 TS COLUMN TYP
LINE OF TRELLIS MESH ABOVESHOWN DASHED TYP
2X2 TS RAIL SUPPORT BELOWTYP
WD TOP RAIL TYP
5/4 CEDAR SLAT BELOW TYP
METAL GUARDRAIL TYP
2" CONTRAST STRIPE 1" FROMTREAD NOSE TYP
1-1/2" Ø MTL HANDRAIL TYP
CONC STAIR TREAD TYP
DN17A10.13
1610.13
6 TREADS @ 11"7 RISERS AT 6-7/8"
12" TYPTREAD + 12" TYP
ALARMED GATE
GUARDRAIL TYP
(E) WALL TYP
3'-0"
EXPANSION JOINT AT(E) WALLTYP
14A10.14
TYP
7'-1"±
EQ
2'-3"
TYP
2'-6"
TYP
EQ
4--
4'-9"
4'-6"
CONC DECK - SSD
1510.14
TYP
LINE OF DECK EDGE -SEE A2.10S
STL TRELLIS SUPPORTABOVESHOWN DASHED TYP
6X6 TS COLUMN TYP
LINE OF TRELLIS MESH ABOVESHOWN DASHED TYP
CONC STAIR TREAD TYP
DECK GUARDRAIL TYP
2" CONTRAST STRIPE 1" FROMTREAD NOSE TYP
1-1/2" Ø MTL HANDRAIL TYP
ALARMED GATEDN
17A10.13
14A10.13
6 TRE
ADS
@ 11
"7 R
ISER
S AT
6-7/8
"
12" T
YPTR
EAD
+ 12
" TYP
2X2 TS RAIL SUPPORTBELOW TYP
WD TOP RAIL TYP
5/4 CEDAR SLAT BELOW TYP
4--
EXPANSION JOINT AT(E) WALLTYP
14A10.14
TYP
2'-11
"
CONC DECK - SSD
1510.14
TYP
LINE OF (E) BUILDING
STL TRELLIS- SEE 3/-
STL STAIR
GUARDRAIL
LINE OF TS PANEL FRAMEBEYOND
STAIR GUARDRAIL- TYP- SEE 17/A10.013
10A10.14
SIM FIBER CEMENT PANEL BEYOND
CONC CURB BEYOND
SECURITY SCREW @ 12" OC- TYP
REMOVEABLE BLIND ACCESSPANEL
ACCESS DOOR WITH LOCK-BEYOND
TS GATE FRAME WITH 5/4" WOODSLATS TO MATCH ADJACENT
ENLARGED DECKPLANS, SECTION &
ELEVATIONS
A6.03__ of __
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 1/2" = 1'-0"
SECTION - EXTERIOR DECK EDGE
TS POST - SSD
MTL GRATE
2x8 SUPPORT
WOOD GUARDRAIL
PREFAB PLANTER
PLAZA LEVEL+25.07 VIF
CONC DECK - SSD
DECK LEVEL+29.11
MTL GRATE
CONC OVERLAY -SLOPE TO DRAIN
STL STUD DECKFRAMING- SSD
(E) CONC PLAZADECK
MTL LOUVER SMD
HVAC DUCT SMD
(E) PLAZA PAVERS
12A10.14
10A10.14
3
SCALE: 3/16" = 1'-0"
PROPOSED WEST CANOPY ELEVATION4
SCALE: 1/2" = 1'-0"
PARTIAL DECK PLAN - NORTH STAIR1SCALE: 1/2" = 1'-0"
PARTIAL DECK PLAN - SOUTH STAIR2
SCALE: 1/2" = 1'-0"
SOUTH DECK ELEVATION - NORTH SIM5
1
1
ENLARGED RECPTIONDESK PLANS, ELEVATIONS
& DETAILS
A6.07
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
2X LEDGER- TYP
(2) LAYERS 12" PLYWD
RUBBER BASE ON CABINET SIDEOF RECEPTION DESK
3/4" PLYWD
1" PHENOLIC PANEL- HEAT FORMED
2'-6"
BASE CABINETBEYOND
REQUIREDACCESSIBLE CLEAR
AREALEAVE NO SHARP
OR ABRASIVESURFACES OR
EDGES
2X WOOD BLOCKING- TYP
19" MIN ACCESSIBLE KNEE SPACE REQUIRED
1"
TRANSACTION COUNTER
34" SHELF W HARDWOOD EDGE
ON SHELF STANDARDS
34" PLYWD
SCALE: 1-1/2" = 1'-0"
BASE CABINET - RECEPTION
SCALE: 1-1/2" = 1'-0"
KNEE SPACE - RECEPTION
SCALE: 1-1/2" = 1'-0"
TRANSACTION COUNTER - RECEPTION
10"
112"Ø TUBE STEEL SPACER- TYP
58"Ø CARRIAGE BOLT WITH 1"
WASHER OVER 112" NEOPRENE
WASHER- TYP
SEE 5&6/- FORDETAILS NOT NOTED
12" PLYWD
212"
12" PLYWD
58" PLYWD
RUBBER BASE
SEE 5/- FOR DETAILSNOT NOTED
TRANSACTION COUNTER- BEYOND
14" PHENOLIC PANEL
GRANITE COUNTERTOP OVER 58" PLY
14" PHENOLIC PANEL
112"
WIRE PULL- TYP
14" PLY DRAWER BOX- TYP
14" PHENOLIC PANEL
WD NAILER W/ 3 8"Ø EXP ANCHOR- 2"MIN EMBED
SCALE: 1/2" = 1'-0"
RECEPTION DESK PLAN0000-file.dwg
A-
B-
C-
B-3'-0 1/2"
10'-3 1/2"
2'-4"
2'-1" 1'-1" 1'-0"4"
1'-6"
SCALE: 1/2" = 1'-0"
RECEPTION DESK PLAN
3-
A B
C
OPEN
LINE OF DESK BEYOND
GATE WALL
TRANSACTIONCOUNTER BEYOND
GRANITE TOP
PHENOLIC PANEL-TYP
(E) COLUMN BEYONDPHENOLIC PANELTRANSACTION COUNTER
BOLT- TYP GRANITE TOP- WRAPDOWN FACE
PHENOLIC PANEL
PANEL JOINT- TYP-SEE
PHENOLIC BASE
(E) COLUMN
GRANITE PHENOLIC PANEL
1" PHENOLIC PANELDOOR
PHENOLIC BASE- TYP
LINE OF CASEWORK BEYOND
1" PHENOLIC PANEL GATE
(E) COLUMN
GRANITE COUNTERTOP
LINE OF CASEWORK BELOW- TYP
212" GROMMET- TYP
TRANSACTION COUNTERGROMMET BELOW
7-
6-
5-
LOW WALL
2'-11 1/2"±
1
26
5
7SCALE: 6" = 1'-0"
SECTION AT GATE WALLrecept_desk_gatewall.dwg
1X4 WOOD CAP - STAIN
14" PHENOLIC PANEL
12" PLY- TYP
PHENOLIC BASE
2X4 WOOD STUD FRAMING
RUBBER BASE
30"AFF
3
1
1
0'-0"FFE
TYPE A TYPE B TYPE C
TYPE D
TEMPEREDGLAZING
0'-0"FFE TYPE 1 TYPE 2
OPEN OPEN
TYPE 3
OPEN
7'-6"
4'-11"
TYPE 4
9'-3"
6'-4"
TYPE 5
OPEN OPEN
TG
TYPE E TYPE F0'-0"FFE
0'-0"FFE
TG
TGTG
LOCATION CODE DOOR FRAME GLAZING HARDWARE DETAILS SIGNAGE REMARKS
BASEMENT NUMBER INT / EXT FIRE RATING TYPE (N) / (E) WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE (N) / (E) MATERIAL FINISH GLAZING GROUP HEAD JAMB THRESHOLD
STAIR -2 001 INT 90 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 4 5/A10.16 6/A10.16 11/A10.08 SIMFIRE PUMP ROOM 002 INT A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMSTORAGE NOT USED -ELEV. MACHINE ROOM 004 INT 45 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMBOILER ROOM 005 INT 45 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMSERVER ROOM 006 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMEMERGENCY POWER 007 INT 45 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 13/A10.16 14A10.16 -ELECTRICAL ROOM 008 INT 180 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMELEC ROOM CLOSET 009 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 13/A10.16 14A10.16 -ELEV. MACHINE ROOM 010 INT 45 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMHSA IT ROOM 011 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18 8/A10.16 8/A10.16 SIM 11/A10.08 SIMNEW ENTRY 012 EXT 90 MIN EACH A (N) (2) 4'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18 13/A10.16 14A10.16 -WOOD SHOP 013 INT 20 MIN A (N) 4'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18 8/A10.16 8/A10.16 SIM 11/A10.08 SIMSTAIR -1 014 INT 90 MIN A (N) 4'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 4 13/A10.16 SIM 14/A10.16 11/A10.08 SIMWOOD SHOP 015 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18 8/A10.16 8/A10.16 SIM 11/A10.08 SIMHSA IT ROOM 016 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18 8/A10.16 8/A10.16 SIM 11/A10.08 SIMSTORAGE 017 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMELEV LOBBY 018 INT 45 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 19 8/A10.16 8/A10.16 SIM 11/A10.08 SIMELEV SMOKE DOOR 019 INT 45 MIN A (N) 4'-6" 7'-4" 1 3/4" HM PT 1 (N) HM PT - 20 1/A10.16 2/A10.16 11/A10.08 SIMBOOSTER ROOM 020 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMSTORAGE 021 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 8/A10.16 8/A10.16 SIM 11/A10.08 SIMGAS METER ROOM 022 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 3 13/A10.16 14A10.16 11/A10.08 SIMACCESS DOOR 26 EXT - - (N) 2'-6" 2'-6" 1" HM PT - (N) HM PT - - - 11/A10.08 SIMACCESS DOOR 27 EXT - - (N) 2'-6" 2'-6" 1" HM PT - (N) HM PT - - - 11/A10.08 SIMNO ENTRY GATE 28 INT - GATE (N) 3'-0" 7'-0" 1 3/4" HM PT - (N) HM PT - - - 11/A10.08 SIMNO ENTRY GATE 29 INT - GATE (N) 3'-0" 7'-0" 1 3/4" HM PT - (N) HM PT - - - 11/A10.08 SIM
- - - ------------- -90 MIN
LOCATION CODE DOOR FRAME GLAZING HARDWARE DETAILS SIGNAGE REMARKS
1ST FLOOR NUMBER INT / EXT FIRE RATING TYPE (N) / (E) WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE (N) / (E) MATERIAL FINISH GLAZING GROUP HEAD JAMB THRESHOLD
STAIR-2 101 INT 90 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 4 5/A10.16 6/A10.16 11/A10.08 SIMPORTICO 102 EXT - A (N) 3'-0" 7'-0" 1 3/4" AL AL 1 (N) AL AL - 6 - 17/A10.08PORTICO 103 EXT - A (N) 3'-0" 7'-0" 1 3/4" AL AL 1 (N) AL AL - 6MULTI PURPOSE 104 INT 20 MIN B (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT TG 8 8/A10.16 4/A10.16ELEVATOR LOBBY 105 INT 90 MIN A (N) (2) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 12 5/A10.16 6/A10.16BUILDING MANAGER 106 INT 20 MIN B (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT TG 18 15/A10.08 SIMBUILDING MANAGER 107 EXT - A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 18SUPPLY ROOM 108 EXT - B (N) (2) 3'-0" 7'-0" 1 3/4" AL AL 1 (N) AL AL - 5SUPPLY ROOM 109 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18 1/A10.17 2/A10.17BATHROOM 110 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 21 12/A10.08STAIR-1 111 INT 90 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT 1 (N) HM PT - 4CLIENT SERVICES 112 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18CLIENT SERVICES 113 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18CLINIC 114 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18CLIENT SERVICES 115 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18CLIENT SERVICES 116 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18CONFERENCE 117 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18RECEPTION 118 INT 20 MIN B (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT TG 8FIRE COMMAND 119 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 18MAIN ENTRY 120 INT - A (N) 3'-0" 7'-0" 1 3/4" WDSB ST - (E) (E) ST TG 13 SAND AND RESTAIN EXISTING FRAME (E) TRANSOM AND WOOD FRAME TO REMAINSTORAGE 121 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 3PANTRY 122 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 3BATHROOM 123 INT 20 MIN A (N) 3'-0" 7'-0" 1 3/4" WD ST 1 (N) HM PT - 21PLAZA LEVEL STAIR 124 EXT 90 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT - (E) HM PT - 10COMPACTOR ROOM 125 EXT 90 MIN ROLL UP (N) 6'-0" 7'-0" 1 3/4" STL PT (N) STL PT - 14 ROLL UP DOOR WITH FUSIBLE LINKPLAZA LEVEL STAIR 126 EXT 90 MIN A (N) 3'-0" 7'-0" 1 3/4" HM PT - (E) HM PT - 10
--- 17/A10.08
STOREFRONTSTOREFRONT
- 17/A10.08 SIM- STOREFRONT
11/A10.08 SIM11/A10.08 SIM
8/A10.16 4/A10.1615/A10.08 SIM8/A10.16 4/A10.16 SIM
17/A10.08 SIM8/A10.16 4/A10.165/A10.16 6/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.16
8/A10.16 4/A10.168/A10.16 4/A10.168/A10.16 4/A10.16
17/A10.08 SIM
17/A10.08 SIM
1/A10.17 SIM 2/A10.17 SIM
1/A10.17 SIM 2/A10.17 SIM3/A10.17 4/A10.17 16/A10.08
12/A10.08 SIM12/A10.08 SIM
12/A10.08
15/A10.08 SIM15/A10.08
14/A10.08 SIM14/A10.08 SIM14/A10.08 SIM14/A10.08 SIM14/A10.08 SIM14/A10.08 SIM11/A10.08 SIM
BASEMENT & 1ST FLOOR
DOOR SCHEDULES
A7.02
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
BASEMENT DOOR SCHEDULE1
KYNARKN
ABBREVIATIONS
AN
FINISH LEGEND
MIN
(N)
(R)HR
PAIR(E)
ST PT
FRGSG
LG
MINUTE
NEW
HOUR
PAIRRELOCATED
EXISTING
STAIN W/ CLEAR VARNISHANODIZED
PAINT
FIRE RATED GLAZING SPANDREL GLAZING
LAMINATED GLAZING
WDSB
MATERIAL LEGEND
GL HM
WD
FG
STL
TG
AL
WOOD DOOR STAIN GRADE BIRCH
GLASSHOLLOW METAL
TEMPERED GLAZING FLOAT GLAZING
STEEL
WOOD
ALUMINUM
TRANSLUCENT LAMINATED GLAZING TLG
CLR CLEAR FINISH
FIRST FLOOR DOOR SCHEDULE2
1
1
1
1
TYPE DALUMINUMFIXED/CASEMENT
TYPE CALUMINUMFIXED/CASEMENT
TYPE BALUMINUMFIXED/CASEMENT
TYPE AALUMINUMFIXED
TYPE NALUMINUMFIXED
2'-8"2'-11"
3'-1"
4'-11
"
4'-11
"7'-2"
2'-6"
2'-8"
4'-11
"
EQEQ
EQ
EQEQ
EQEQ
EQTYPE KALUMINUMFIXED
2'-11"
5'-0 1
/2"
EQEQ
6'-10
"
EQEQ
EQ
TYPE MALUMINUMFIXED
TYPE EALUMINUMFIXED/CSMT
TYPE FALUMINUMFIXED
TYPE HALUMINUMFIXED
TYPE G(E) STEEL TILT
TYPE LSTEEL SKYLIGHT
3'-1"
7'-2"
EQEQ
EQ
1'-0"
7'-2"
EQEQ
EQ
2'-7 3/4"
2'-7 3/4"
2'-8"
4'-11
"
EQEQ
EQ
TYPE SHOLLOW METALFIXED
TYPE RHOLLOW METAL FIXED
TYPE QHOLLOW METAL FIXED
TYPE TALUMINUMSTOREFRONTFIXED
TYPE PSTEEL SKYLIGHT
3'-5"
3'-5"
2'-6"
6'-4 1
/2"
9'-3"
1'-9"
2'-10"
3'-8"
14'-9"
7'-7"
WIRE GLASS TYPWIRE GLASS TYP7'-
7"9'-0"
7'-2"
13'-3"
1'-11
"4'-
9"
4'-0" 6'-0" 2'-7"
9'-3"
SEE DOOR SCHEDULETYPE UALUMINUMSTOREFRONTFIXED
TYPE JALUMINUMFIXED
2'-8"
3'-2"
EQEQ
TYPE VEXISTINGHISTORICWOOD - FIXED
2'-8"
3'-8"
2'-7" 2'-7"
TYPE WCHANNEL GLASS - FIXED
4'-2"
9'-7 1
/2"
TYPE E1ALUMFIXED
31'-8"
3'-0" 3'-6" 3'-6" 3'-6"3'-6" 3'-6" 3'-6" 3'-0" 3'-1 1/2"
12'-2
"
8'-6"
4'-8"
SEE
DOOR
SCH
EDUL
E
SEE DOORSCHEDULE
SEE DOORSCHEDULE
2'-4"
10"
TYPE U1ALUMINUMSTOREFRONTFIXED
8'-5 1
/2"
3'-10
"2'-
4"2'-
1"1'-
7 1/2"
1'-4"
5'-0"
3'-6"
1'-9 1
/2" V
IF
13'-8
1/2"
VIF
10" 2'-1 1
/2" 3'-9 1
/2"
4'-5 1
/2"3'-
9"
6'-10
" 5'-3" 4'-
3"
10'-5" VIF
EQEQEQEQEQEQ
1'-8 1
/2"
11'-1
1" V
IF
10"
3'-4"
3'-9 1
/2"
3'-4"
2'-4"
4'-6"
2'-4"
7'-1"
10"
3'-9 1
/2"
3'-6"
1'-9 1
/2"2'-
8" V
IF
4'-8"
VIF
3'-6"
VIF
11'-1
1" V
IF
10"
5'-3 1
/2"
6'-9 1/2" VIF
EQEQ
5'-10"
EQ1'-11 1/4"EQ EQ EQ
2'-4"
EQ EQ
4'-5 1
/2" V
IF
12'-7
" VIF
1'-0"2'-
2 1/2"
3'-4 1
/2"
2'-7 3
/4"
3'-9 1
/2" V
IF
6'-3 1
/2" V
IF 1'-9 1
/2" V
IF
7'-1 1
/2"
7'-1"
VIF
3'-1 1
/2"
7'-1"
VIF
10"
3'-4"4'-
3"
5 1/2"
10'-9 1/2" VIF
2'-0 3/4"1'-4" 2'-0 3/4" EQ EQ EQ
1'-5 5/8"
5'-3 3/4" VIF
EQEQ EQ
OPEN - TYP
GLASS TYPE 1 - CLEAR
GLASS TYPE 2 - TRANSLUCENT
GLASS TYPE 3 - OPAQUE
TYPE XALUM STOREFRONT - FIXED
TYPE Y1ALUM STOREFRONT - FIXED
Y2 & Y3 Y4
TYPE Z1ALUM STOREFRONT - FIXED
Z2 Z3
TYPE L1ALUMINUM LOUVER
3'-1" VIF
2'-6"
VIF
TYPE L2ALUMINUM LOUVER
2'-8" VIF
3'-8"
VIF
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
WINDOW TYPESLOUVER TYPES
& DETAILS
A7.09__ of __
SCALE: NTS
WINDOW TYPES1
1
LINE OF(E) CONC WALL BEYOND
(E) CONC SIDEWALK
(E) BELTCOURSE TO REMAIN
1'-10 1/2"
SCALE: 1" = 1'-0"
PROPOSED SECTION AT VESTIBULE DOOR0000-file.dwg
AWCUT WALL PLUMB AT LINE OF(E) WINDOW OPENING. GRINDEXPOSED FACE SMOOTH AND
PAINT
INTERIOR VESTIBULE FLOORLEVEL
AL THRESHOLD
RECESSED WD DOOR FRAMEAND TRIM
FURRED WALL ON INTERIOR
AL WINDOW IN (E) OPENING
LINE OF (E) GROUND FLOORLEVEL BEYONDSAWCUT OPENING HEAD BELOW
BETCOURSE
EXTERIOR DOOR
4
SCALE: 6" = 1'-0"
TYPICAL WINDOW SILL
SCALE: 6" = 1'-0"
TYPICAL WINDOW HEAD (JAMB SIM)typ_window_head_sill.dwg
typ_window_head_sill.dwg
ALUMINUM WINDOW
ALUMINUM FORMED &POST-FINISHED BREAK METALSILL - ANGLE TO CONFORM TOARCH'L SILL
FOAM TAPE THERMAL BREAK
SEALANT & BACKER ROD
1x3 WOOD TRIM
SELF-ADHERED MEMBRANE
(E) CONC & PLASTER WALL TOREMAIN
CEMENT PLASTER o/METAL LATH- WO
PT WOOD BLOCKING @ REMOVEDWINDOW
ANGLE VARIES @STEEP SILL CONDITION
1x3 WOOD TRIM
SELF-ADHERED MEMBRANE
(E) CEMENT PLASTER - WO
PT WOOD BLOCKING @ REMOVEDWINDOW
ALUMINUM WINDOW w/INTERNALATTACHMENT CHANNEL
SEALANT & BACKER ROD ALLAROUND
SCALE: 3" = 1'-0"
SILL & HEAD @ SHEAR WALL (JAMB SIM)typ_window_head_sill_shear.dwg
112" x 11
4" WOOD TRIM o/1x2 PTNAILER
CONC SHEAR WALL
34" WOOD QUARTER ROUND
112" x 12" WOOD TRIM o/1x2 PT
NAILER
34" WOOD QUARTER ROUND
FOR DETAILS NOT NOTED SEE
- - A10.17
(E) WALL TO REMAIN
REMOVE (E) PLASTER @ SHEARWALL
SCALE: 3" = 1'-0"
SILL & JAMB @ SHEAR WALL - FURRINGtyp_window_head_sill_shear_furr.dwg
SOLID SURFACE TRIM - ADHESIVESEALANT TO WINDOW & SHIM
SOLID SURFACE SILL o/1x PTWOOD BLOCKING - SLOPE @ 14:12
SOLID SURFACE WAINSCOTPANEL o/5 8" WATER-RESISTANTGYP BD
SCALE: 3" = 1'-0"
HEAD @ SHEAR WALL - FURRINGtyp_window_head_sill_shear_furr.dwg
FOR DETAILS NOT NOTED SEE
FURRING - VARIES 12" TO 4"
SILL
JAMB
HEAD
SELF ADHERED MEMBRANE
SOLID SURFACE SILL o/1x PTWOOD BLOCKING
1x2 WOOD TRIM
SOLID SURFACE WAINSCOT - SEEELEVATIONS
CONC SHEAR WALL - PAINT
SELF-ADHERED MEMBRANE
CONC SHEAR WALL - WO
FOR DETAILS NOT NOTED SEE
- - A10.17
- - A10.17
(E) WALL TO REMAIN
(E) WALL TO REMAIN
SCALE: 3" = 1'-0"
TYP WINDOW SILL @ KITCHEN CABINETtyp_window_sill_kitchen_counter.dwg
KITCHEN COUNTER - SCRIBE 14"
FROM WINDOW GLAZING & FRAME
SEALANT & BACKER ROD
FOR DETAILS NOT NOTED SEE
6A10.17
(E) WALL TO REMAIN
1/4"
FIXED - TRANSLUCENT GLAZING@ KITCHEN COUNTER
5
68
79
10
SCALE: NTS
LOUVER TYPES3
SCALE: NTS
ELEVATOR STOREFRONT TYPES12
SCALE: NTS
(E) WINDOW SECTION2
15A10.09
SCALE: 1" = 1'-0"
LOW WALL AT RESTROOM WINDOW0000-file.dwg
LINE OF WALL BYD
AL WINDOW
LAVATORY- SPD
WOOD CAP- PAINT
BLOCKING- SPD
GYP BD- TYP
GYP BD SILL
EPOXY COVE BASE1
4" ACRYLIC PANEL 0VER GYP BD
11
1
LIGHT BAFFLE
NORTH
ALIGN TYP
1A10.16
TYP
20A10.16
TYP
6A10.12 TYP
LINE OF COLUMN IN FRONTSHOWN DASHED
(E) TRANSOM
(E) WD TRIM
EAST TYP
6A10.12 SIM
12A10.10 TYP STL DOOR FRAME & LITE, TYP
AL WINDOW
(4) RECESSED POSTAL BOXES-TYP
SOUTH
ALIGN
1A10.14
SIM
4A10.14
SIM
10A10.12
8A10.17
11A10.12
NOTE: FOR TYPICAL PANEL JOINTS,SEE 10/A10.12
OPEN
AL WINDOW
(E) COLUMN
GYP BD TYP
WEST
6A10.12
1'-9"
9'-4"
11'-6
" 13'-0
"
CNC LIGHT BAFFLE PATTERN TYPSEE 4B/A10.12
LIGHT BAFFLE
TERRAZZO BASE , TYPPHENOLIC PANEL COLOR A , TYPPHENOLIC PANEL COLOR B , TYP
10"
PANEL JOINT, TYP
MAILBOX ENCLOSUREGRANITE TOP
6A10.12
TYP
10A10.12
TYP
3A10.12
TYP
3A10.12
SIM
11"TYP
ALIGN
CNC WALL PATTERNTYP - SEE 4A/A10.12
WEST
AL STOREFRONT
TERRAZZO BASE TYP
LINE OF (E) WINDOWS BEYONDSHOWN DASHED
10"
12'-2
"
4A10.14
TYP
4A10.14 SIM
TYP
1A10.14
TYP
NOTE: FOR TYPICAL PANELJOINTS - SEE 10/A10.12
SOUTH
OPEN OPEN
DISPLAY SHELF PHENOLIC PANEL COLOR A, TYP
GYP BD, TYP
11" TYP
PENDANT FIXTURE, TYPSED
PANEL JOINT, TYP
ACOUSTIC GYP BD DROP CEILING
PHENOLIC PANEL COLOR B, TYP
18A10.10
18A10.10
2A10.12
19A10.10
LINE OF STRUCTUREABOVE
EAST. B
OPEN
ELEVATOR DOOR
(E) COLUMN
PENDANT FIXTURE TYP -SED
LINE OF DROP CEILING BEYOND
AL STOREFRONT, TYP
LINE OF WINDOW BEYOND, TYPNORTH
OPEN
AL STOREFRONT
PHENOLIC PANEL,TYP
GYP BD STL FRAME & LITES
ALIGN TYP
20A10.16
TYP
1A10.16
TYP
MECHANICAL &PLUMBING RUNS -SMD, SPD
NORTH
EAST SOUTHWEST
OPEN
OPEN
6A10.06 SIM
7A10.07
TYP
ALIGN
ALIGN
EQ EQ HVAC DUCT PIPING - SMD, SPDCL
ENTRY DOOR
5A10.17
LIGHT FIXTURE, TYP-SED
ALIGN
ELEVATOR SHAFT
GIRT w/GYP BD FURREDENCLOSURE - SSD
INFILL WINDOW
STEEL STOREFRONTFRAME - SSD
AL STOREFRONT
7A10.07 TYP
4A7.09
NORTH EAST SOUTH WESTSTUCCO, TYP
AL WINDOW, TYPAL STOREFRONT, TYPAL WINDOW
TERRAZZO BASE, TYP6
A10.14TYP
6A10.14 SIM
TYP
7A10.14
TYP
8A10.14
TYP
5A10.14
TYP
4A10.14
TYP
1A10.14
SIM
8A10.17
INTERIOR ELEVATIONS FIRST FLOOR
A8.01__ of __
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 1/4" = 1'-0"
LOBBY INTERIOR ELEVATIONS1
SCALE: 1/4" = 1'-0"
MULTI-PURPOSE ROOM2
SCALE: 1/4" = 1'-0"
MULTI-PURPOSE ROOM - ELEVATOR AREA3
SCALE: 1/4" = 1'-0"
PORTICO4
42" T
YP
06. SEE CASEWORK SCHEDULE FOR INTERIOR CASEWORK
03. PAINT ALL DOOR FRAMES, INTERIOR WINDOW FRAMES AND TRIM
02. PAINT ALL EXPOSED GYP BD
04. PAINT ALL EXPOSED DUCTS AND CONDUIT
01. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS
05. SSD, SMD AND SED FOR RELATED WORK
07. PAINT ALL EXPOSED HANDRAILS
SHEET NOTES:
1
1
1
11
1
1
1
1
1
1 1
CASEWORK
DETAILS
A10.11
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 1 1/2" = 1'-0"
TYPICAL UPPER CABINETtyp-upper-cab.dwg
PROVIDE REINFORCEMENTFOR WALL HUNG CABINETSTYP: 1/8" x 1-1/2" x 1-1/2" ANGLE@16" OC, MIN (2) PER CABINET,TOP & BOTTOM 6" FROM EACHEND #14 WS TYP
TYPICAL BLOCKING, SEE
UPPER CABINETSEE ELEVATIONS FOR SIZETYP
1x CLEAT - SECURE CABINETTO BLOCKING WITH (2) #14 x2-1/2" SCREWS @ 12" OC & 6"MAX FROM ENDS WITH COVERCAPS
1-
SHELVES & BOX W/HARDWOOD EDGE
DOOR WITH HARDWOOD EDGE
1-1/2" X 3" X 1-1/2" X 1/8" STL.ANGLE @ 3'-0" O.C. TYP.ANCHORED TO CONC. SLAB W/3/8" X 2" EXPANSION ANCHOR W/1-1/2" MIN EMBEDMENT & @ 24"O.C. & 4" MAX FROM ENDS.FASTEN CABINET BASE TO ANGLEW/ 2-#14 X 1-1/2" WOOD SCREWAND WASHER @ 24" O.C. & 4" MAXFROM ENDS
2x P.T. LUMBER TOE-KICK
#8 X 2" SQUARE DRIVE WASHERHEAD WOOD SCREW, ZINKPLATED @ 24" O.C. (TYP.)
ALL PLYWOOD TO RECEIVE 1/4"SOLID WOOD EDGE.
SCALE: 6" = 1'-0"
CABINET FLOOR ANCHORcasework-cab-flr-anchor.dwg
SCALE: 1" = 1'-0"
COUNTERTOP WALL ANCHORAGE
6" GRANITE BACKSPLASH
casework-wall-anchorage.dwg
2'-2"
SEE PLAN FOR SCHEDULED WALLTYPE
3/4" HARDWOOD VENEERPLYWOOD TO MATCH CASEWORK.LOCATE AT CENTER OFCOUNTERSPANS OF 5'. FASTENTO 2x4 HARDWOOD VERT LEDGERWITH 2" WOOD SCREWS AT 4-1/2"OC
TYPICAL BLOCKING. SEE: 1-
SCALE: 1" = 1'-0"
FULL HT CASEWORK WALL ANCHORAGE
TYPICAL BLOCKING. SEE:1-
FULL HEIGHT CASEWORK. SEECASEWORK SCHEDULE FOR SIZE& TYPE
1X CLEAT. FASTEN TO SHEETMETAL BLOCKING WITH: #10SELF-TAPPING SMS W/ WASHERS.FASTEN SCREWS THROUGHCABINET INTO TYPICALBLOCKING. SPACE 16" O.C. & 4"MAX FROM ENDS.
2"X2" ANGLE @ TOP. FASTEN EA.SIDE W/#14 SCREW @ 18"O.C.
SEE PLAN FOR SCHEDULED WALLTYPE
2'-0"
1/2" PLYWOOD BACK
34" HARDWOOD VENEER TO MATCHCASEWORK
24" ADJUSTABLE SHELVES
TYP. FLOOR ANCHOR SEE:5-
CONT. 2x6 LEDGER FASTEN TOBLKG W/ #14 x 3" FHWS @ 6" O.C.
1 12" TUBE STEEL, CONTINUOUS
GRANITE COUNTEROVER 3/4" PLYWOOD
2x4 VERTICAL LEDGER - FASTENTO BLOCKING WITH (2) 2" WOODSCREWS TOP AND BOTTOM
GRANITE EDGE
1 12" TUBE STEEL,AT CENTER OF5'-0" COUNTER SPAN
SCALE: 1 1/2" = 1'-0"
TYPICAL ACCESSIBLE SINK CABINETtyp-access-sink-cab.dwg
SEE PLAN FORWALL TYPE 2'-2"
6" MAX.
3"
KNEE SPACE
PROVIDEINSULATION @DRAIN AND HW
LINES
NOTE: FOR SINK & PLUMBING, PROVIDEREAR OUTLET SINK OR 90° TRAP - SMD
1/2" PLYWD.
CONT 2x4 LEDGER: FASTEN TO TYP BLKG:#14 x 3" FHWS @ 6" OC @ WOOD BLKG#10 x 2" SMS @ 6" OC @ STEEL BLKG
GRANITE COUNTERTOP w/ 6"BACKSPLASH, TYP
2x4 LEDGER ATTACHEND TO ALCOVE WALLw/ SIMPSON A34 CLIPINTO TYPICAL BLOCKING.NAIL PER MANUFACTURER'SRECOMMENDATIONSALUMINUM WIRE PULL
NOTE: PROVIDE END PANELS TO MATCHDOOR FACE FINISH AS REQ'D
18" x 11
2" x 112" STEEL ANGLE
w/ 3 8" DIA EXP ANCHOR, MIN2" EMBEDMENT & (2) #12 x 3
4"WOOD SCREW TO SIDEPANEL W.O.
PATCH & PAINT (E) WALL
KICK ATTACHED TO DOOR -BEVEL FOR CLEARANCE
1/4" REVEAL - MATCH W/ ADJACENTCABINET LINES
1/4"
DOOR
SCALE: 3/4" = 1'-0"
TYPICAL BASE DRAWER CABINETtyp-base-cab.dwg
1x4 LEDGER w/ #10 x 1-1/2"@ 6" OC: CAB'T TOLEDGER & #12x3" SMS @6" OC TO BLOCKING
GRANITE COUNTERTOPWITH 6" BACKSPLASH, TYP
1/4" PLYWOOD BACK, TYP
DRAWER, TYP
DRAWER FRONT -3/4" PLYWOOD WITHHARDWOOD EDGE, TYP
2"TYP.
SEE INTERIOR ELEVATION2'-0"
TYPICAL BLOCKING:
1/4" DIA x 2-1/2" EXP ANCHOR,MIN 2" EMBEDMENTELEVATION SECTION
GENERAL NOTE:SEE INTERIOR ELEVATIONFOR DOOR AND DRAWERCONFIGURATION
16 GAUGE GSM ATTACH TOMINIMUM OF 3-STUDS -3 - #10x11
2" SMS EACH STUD
3/4" PLYWOOD
5-
SCALE: 3/4" = 1'-0"
TYPICAL BASE CABINETtyp-base-cab.dwg
1x4 LEDGER w/ #10 x 1-1/2"@ 6" OC: CAB'T TOLEDGER & #12x3" SMS @6" OC TO BLOCKING
GRANITE COUNTERTOPWITH 6" BACKSPLASH, TYP
1/4" PLYWOOD BACK, TYP
ADJUSTABLE SHELF &STANDARDS
3/4" PLYWOOD DOOR &DRAWER FRONT W/HARDWOOD EDGE
2"TYP.
SEE INTERIOR ELEVATION
EQ. EQ.
2'-0"
TYPICAL BLOCKING:
1/4" DIA x 2-1/2" EXP ANCHOR,MIN 2" EMBEDMENTELEVATION SECTION
16 GAUGE GSM ATTACH TOMINIMUM OF 3-STUDS -3 - #10x11
2" SMS EACH STUD
3/4" PLYWOOD
5-
1
2
3
4
5
6
7
lower_cabinet_section.dwg
SEE PLAN FORWALL TYPE
2'-2"
3"
1x5 SOLID WOOD FACE
1/2" PLYWD.
CONT. 2x4 LEDGER: FASTEN TO TYP BLKG:#14 x 3" FHWS @ 6" OC @ WOOD BLKG#10 x 2" SMS @ 6" OC @ STEEL BLKG
2x4 LEDGER ATTACHEND TO ALCOVE WALLw/ SIMPSON A34 CLIPINTO TYPICAL BLOCKING.NAIL PER MANUFACTURER'SRECOMMENDATIONS.
ALUMINUM WIRE PULL
NOTE: PROVIDE END PANELS TOMATCH DOOR FACE- FINISH ASREQ'D
WALL BASE, 3 SIDES
18" x 11
2" x 112" STEEL ANGLE
w/ 3 8" DIA EXP ANCHOR, MIN2" EMBEDMENT & (2) #12 x 3
4"WOOD SCREW TO SIDEPANEL W.O.
SCALE: 1-1/2" = 1'-0"
LOWER CABINET SECTION
FLOORING
24" CABINET3"
CONTINUOUS 2X4 BLOCK SPACER
CONTINUOUS 2X4 BLOCK SPACER
ALIGN CAB FACE WITHREFRIGERATOR BEYOND
GRANITE COUNTERTOP w/ 6"BACKSPLASH, TYP
9
WI #302 UPPER CABINET(1) ADJUSTABLE SHELF
SEE DETAILS:
D01 - 33"W X 15"D X 33"TD02 - 36"W X 15"D X 33"TD03 - 32"W X 15"D X 16"TD04 - 34"W X 15"D X 16"TD05 - 30"W X 24"D X 30"TD06 - 36"W X 15"D X 44"TD07 - 39"W X 15"D X 30"TD08 - 32"W X 15"D X 30"TD09 - 36"W X 15"D X 38"T
WI #301 UPPER CABINET(1) ADJUSTABLE SHELF
SEE DETAILS:
C01 - 18"W X 15"D X 33"TC02 - 18"W X 15"D X 33"TC03 - 24"W X 15"D X 44"TC04 - 16"W X 15"D X 30"T
WI #102 BASE CABINET(1) ADJUSTABLE SHELF
SEE DETAILS:
B01 - 36"W X 24"D X 34"TB02 - 34"W X 24"D X 34"TB03 - 32"W X 24"D X 34"TB04 - 31"W X 24"D X 34"TB05 - 33"W X 24"D X 34"TB06 - 39"W X 24"D X 34"TB07 - 30"W X 24"D X 36"TB08 - 32"W X 14"D X 34"TB09 - 26"W X 22"D X 34"TB10 - 45"W X 24"D X 34"TB11 - 20"W X 33"D X 30"TB12 - 22"W X VARIES X 30"T
WI #101 BASE CABINET(1) ADJUSTABLE SHELF
SEE DETAILS:
A01 - 12"W X 24"D X 34"TA02 - 9"W X 12"D X 34"TA03 - 20"W X 24"D X 34"TA04 - 18"W X 24"D X 34"TA05 - 16"W X 24"D X 34"TA06 - 20"W X 22"D X 34"TA07 - 24"W X VARIES X 30"T
A B C D
WI #502 WARDROBE(1) FIXED SHELF AS SHOWN(1) 1 1/2" Ø POLE
SEE DETAILS:
F01 - 30"W X 24"D X 84"T
F
CASEWORK TYPES
WI #402 WALL CABINET(5) ADJUSTABLE SHELVES
SEE DETAILS:
E01 - 30"W X 24"D X 84"T
E
WI #xxx KNEE SPACE CABINET(SINK, WHERE OCCURS)
SEE DETAILS:
J01 - 39"W X 24"D X 32"TJ02 - 62"W X 24"D X 32"TJ03 - 311
2"W X 24"D X 34"TJ04 - 48"W X 24"D X 34"TJ05 - 32"W X 22"D X 34"TJ06 - 32"W X 24"D X 34"T
JWI #155 SINK CABINET(1) SINK CAB. - DOORSOPEN TO FLOOR
SEE DETAILS:
H01 - 30"W X 24"D X 34"TH02 - 36"W X 24"D X 34"TH03 - 21"W X 24"D X 32"TH04 - 24"W X 24"D X 32"T
H
LIBRARY DISPLAY
SEE DETAIL:
N01 - 48"W X 12"D X 9"T
N
1-
3-
WI #xxx BASE CABINET(3) DRAWERS
SEE DETAILS:
G01 - 22"W X 24"D X 34"TG02 - 18"W X 24"D X 34"TG03 - 24"W X 24"D X 34"TG04 - 18"W X 20"D X 28"TG05 - 24"W X 16"D X 34"TG06 - 20"W X 22"D X 34"TG07 - 12"W X 24"D X 32"TG08 - 20"W X 33"D X 30"TG09 - 24"W X VARIES X 30"T
G
WI #xxx UPPER SHELF CABINET(1) FIXED SHELF - OPEN BACK
SEE DETAILS:
C01 - 17"W X 15"D X 33"T
K WI #xxx WORK TABLE(1) COUNTERTOP w/LEGS
SEE DETAILS:
L01 - 24D" X 32H" X 10'-4"W (3 LEGS)L02 - 24D" X 32H" X 7'-8"W (3 LEGS)L03 - 24D" X 32H" X 3'-6"W (0 LEGS)
L
5-
WI #xxx LOCKERS(1) FIXED SHELF
SEE DETAILS:
M01 - 36" X 24" X 96"
M
BASE CABINET
SEE DETAILS:
M01 - 36W" X 30D" X 84"H
M
2-
BASE CABINET(WITH MICROWAVE SHELF)
P01 - 24"W X 24"D X 32"T
P WI #xxx BASE CABINET(2) DRAWERS / TWO -TOPBURNER
Q01 - 21"W X 24"D X 32"T
Q
SCALE: NTS
CABINET TYPES11
NOT TO SCALE
TYPICAL BLOCKING - METAL STUDtyp-blocking-metal-stud.dwg
3 - #10x112" SMS EACH STUD
METAL STUDS
16 GAUGE GSM ATTACH TOMINIMUM OF 3-STUDS
EQ
1/2"
12" EQ
1/2"
8 SCALE: NTS
10SCALE: 1 1/2" = 1'-0"
SECTION THROUGH KITCHEN ISLANDisland-cab.dwg
2'-2"
2 916"
GRANITE COUNTERTOP
ALUMINUM WIRE PULL
NOTE: PROVIDE END PANELS TO MATCHDOOR FACE FINISH AS REQ'D
1/4"
DOOR
5-
1
1
MAILBOX MAILBOX
1'-5" MAILBOX MAILBOX
1'-3"
B.O
. PAR
CEL B
OX
67" M
AX T
O TE
NANT
BOX
LOCK
5'-2"
2'-4"
B.O
. TEN
ANT
BOX
ROUG
H OP
ENIN
G PE
R MA
NF
10"
7'-6"
SCALE: 3/4" = 1'-0"
LOBBY MAILBOX SUITES - PLANlounge_cabinetry.dwg
SCALE: 3/4" = 1'-0"
LOBBY MAILBOX SUITES - ELEVATIONSSCALE: 3/4" = 1'-0"
SECTIONlounge_cabinetry.dwglounge_cabinetry.dwg
TERRAZZO COVE BASE
STL STUD WALL TYP
POSTAL BOX
REAR SUPPORT WALL
WALL BEYOND - SEE TYPE
1/4" PHENOLIC PANEL TYP
GYP BD OR PLYWD SUBSTRATETYP
GRANITE TOP- SEE 6/A10.11- SIM
LIGHT BAFFLE
GYP BD CEILING
3/4" PLYWD
STL STUD HEADER SSD
9'-3 1
/2"
11'-0
1/2"
11'-8"
EQ 4 POSTAL BOXES - R.O. PER MANF EQ
2'-8 1
/2"SE
E W
ALL T
YPE
AL WINDOW
3-5/8" STL STUD WALLTYP
STL STUD SUPPORT WALL
STUD WALL PER TYPE
GYB BD OR PLYWDSUBSTRATE
1/4" PHENOLIC PANEL
WD BLOCKING TYP
(E) CONC COLUMN
10-
TYP
6-
10 1/2"
11'-6"AFF
AL WINDOW
TERRAZZO BASE
POSTAL BOX TYP
1/4" PHENOLICPANEL TYP
GRANITE TOP
LIGHT BAFFLE IN FRONTSHOWN DASHED
LIGHT BAFFLESUPPORT SEE X/-
LIGHT FIXTURE TYPSED
GYB BD CEILING
PANEL JOINT TYPSEE X/-
GYB BD
8-
11-
11-
4A10.08
SCALE: 3/4" = 1'-0"
LOUNGE DISPLAY SHELVES - PLAN
SCALE: 3/4" = 1'-0"
LOUNGE DISPLY SHELVES - ELEVATIONSCALE: 3/4" = 1'-0"
LOUNGE SHELVES - SECTION
5-
1-
GYP BD TYP
1/4" PHENOLIC PANEL
ST STUD FRAMING TYP -SSD
CABINET LIGHT FIXTURE - SED
LINE OF WALL BEYOND
MTL SHELF STANDARD TYP
5/8" GYP BD TYP
1/4" PHENOLIC PANEL - ADHESIVEADHERED TYP3/4" TEMPERED GLASS SHELF TYP
1X4 WD LEDGER TYP
3/4" PHENOLIC PANEL DOOR
PLYWOOD BASE CABINETSEE 9/A10.11 SIMWD BLOCKING TYP
TERRAZZO COVE BASE
GRANITE TOP- SEE 6/A10.11- SIM
SEE WALL TYPE
18" x 11
2" x 112" STEEL ANGLE W/ 3
8" Ø EXPANCHOR, MIN 2" EMBEDMENT & (2)#12 X 34" WOOD SCREW TO BASE W.O.
STL CHANNEL BLOCKING PER1/A10.11#1 SMS @ 6" O.C. BLOCKING
STAINLESS STEEL CABINET PULL
8A10.08
12'-3 1/2"
11"11"11"
6'-1 1/2"6'-2"
4'-9"± 4'-9"±
1'-3"
1'-10
1/2"
1 1/2"
SEE
WAL
L TYP
E
GYP BD SUBSTRATE TYP
1/4" PHENOLIC PANEL - ADHESIVEAPPLIED - TYP
3-5/8" STL STUD FRAMING TYP
GRANITE TOP TYP
(E) CONC COLUMN
LINE OF CABINET BELOW TYP
LINE OF UPPER CABINETS AT KITCHEN
1/4" PHENOLIC PANEL TYP
3/4" TEMPERED GLASSADJUSTIBLE SHELF TYP -4 TOTAL
PANEL JOINT TYP- SEE 10/A10.12
STAINLESS STL PULL TYP
GRANITE TOP TYP
3/4" PHENOLIC PANEL DOOR TYP
LOCK TYP
GYB BD
3'-6"
7'-6"
9'-3 1
/2"
TERRAZZO BASE
5-
CASEWORK DETAILS
A10.12
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
18
25911
34" SOLID PHENOLIC PANEL DOOR
STL CHANNEL BLOCKING TYPSEE
STAINLESS STEEL CABINET PULL
FIXED METAL LADDER
18" x 11
2" x 112" STEEL ANGLE W/ 3
8" ØEXP ANCHOR, MIN 2" EMBEDMENT& (2) #12 X 34" WOOD SCREW TOBASE W.O.
LADDER SUPPORT TYP - WO
4" BASE O/ WOOD BLOCKING
34" PLY BASE
ALIGN
casework_ladder_cabinet.dwgSCALE: 1" = 1'-0"
LADDER CABINET PLAN, SECTION AND ELEVATION
OPENING IN CEILING TO ROOF HATCH ABOVE
30" MIN FROM F.O. LADDER
1A10.11
GYB BD TYP
+8'-9"AFF
C. SECTION B. ELEVATION
LINE OF WALL BEYOND
3/4" SOLID PHENOLIC DOORPANEL
A. PLAN
20-1/4" MIN
15" MIN15" MIN
2-1/2" STL STUD FRAMING
FIXED ACCESS LADDDER
3/4" SOLID PHENOLIC PANELDOOR
GYP BD TYP
CABINET LOCK
12
SCALE: 1-1/2" = 1'-0"
LIGHT BAFFLE DETAILS0000-file.dwg
GYP BD
PHENOLIC PANEL
SS ROUND HEAD SCREW TYP
3/4" PHENOLIC PANEL
1-5/8"X1-5/8" STL CHANNEL BEYOND TYP
COVE LIGHT FIXTURE SED
FASTEN PER MANF
TRANSLUCENT ACRYLIC PANEL
GYP BD
1-5/8"X1-5/8" STLCHANNEL BEYOND TYP
FASTENER
STL CHANNEL BLOCKINGSEE X/A10.04
1/4" PHENOLIC PANEL EA SIDE
TRANSLUCENT ACRYLIC PANEL
3/4" PHENOLIC PANEL
SS ROUND HEAD SCREWTYP
PLANSECTION
6" UON
1/4" PHENOLIC PANEL, TYP
1/4" REVEAL, PAINT SUBSTRATEBLACK
GYP BD OR PLYWD SUBSTRATETYP
SCALE: 6" = 1'-0"
PANEL JOINTSpanel_reveals.dwg
1/4" REVEAL, PAINT SUBSTRATEBLACK
1/4" REVEAL, PAINT SUBSTRATEBLACK
INSIDE CORNER
HORIZONTAL/VETICAL JOINTS
OUTSIDE CORNER
SCALE: NTS
NOT USED7
6
10
SCALE: 3" = 1'-0"
PLAN DETAIL AT ACOUSTIC PANELacoustic_panel.dwg
1/4" PHENOLIC PANEL
WD TRIM
GYP BD
2" SMS W/ 1" WASHER 24" O.C.AT PANEL EDGESFABRIC WRAPPED ACOUSTICPANELSTL CHANNEL BLOCKING ASREQ'D - SEE 11/ A10.04
1 3/8"
1/8" PLYWOOD SHIM @ 24"O.C.
3/4" PHENOLIC PANEL - CNCPATTERN
PANEL ADHESIVE, TYP.
1/2"
3
SCALE: 6" = 1'-0"
TYPICAL CNC PATTERN0000-file.dwg
4'-0"
4'-0"
A. WALL PANEL
B. LIGHT BAFFLE
4
1
1
PORTICO& DECK
DETAILS
A10.14
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
1
2
3
4
6
8
12'-2"AFF
SCALE: 3" = 1'-0"
HEAD @ PORTICO STOREFRONT (JAMB SIhead-at-portico-storefront.dwg
ALUM STOREFRONT
1/4"
SEALANT & BACKER ROD - BS
WALL - SEE TYPES
PLYWD SHEATHING
STL CEILING FRAMING TYP
CEDAR T&G CEILING TYP
GSM FLASHING
AL 'J' TRIM
SCALE: 3" = 1'-0"
OPENING SILL @ PORTICOopening-sill-at-portico.dwg
BACKER BOARD
(E) CONC WALL TO REMAIN
1 5/8" MS @ 16" OC
CEMENT PLASTER OVER LATH
BLDG PAPER
(E) CEMENT PLASTER FINISH TOREMAIN - PAINT
BLOCKING
3" VIFGSM FLASHING W/ CONT. CLEAT- PAINT-12 X 1 1/2" STAINLESS SCREW @12" OC W/ NEOPRENE WASHER
SCALE: 3" = 1'-0"
PORTICO DRAINportico-drain.dwg
GROUT SETTING BED
TERRAZZO
LIQUID MEMBRANE INTO DRAINHUB
FLOOR DRAIN - GROUT SOLID-SPD
CHIP (E) SLAB FOR DRAIN
(E) CONC FLOOR TO REMAIN
DRAIN LINE - CORE INTO (E) CONC- SPD
SCALE: 3" = 1'-0"
PORTICO FLOOR OPENINGportico-floor-opening.dwg
SEALANT JOINT
CEMENT PLASTER
(E) PLASTER FINISH TO REMAIN -PAINTSEALANT @ TOP OF TERRAZZOBASE
ALUM TRIM BEYOND
TERRAZZO BASE BEYOND
TERRAZZO
GROUT SETTING BED
LIQUID MEMBRANE
EXPANSION JOINT MATERIAL
DECK - CONC OVER METALDECKING
(E) CONC WALL TO REMAIN
1/2"
SCALE: 3" = 1'-0"
SILL @ PORTICO STOREFRONTportico-storefront-sill.dwg
(E) CONC FLOOR TO REMAIN
GROUT SETTING BED TYP
LIQUID MEMBRANE TYP
SEALANT AND BACKER ROD
ALUM STOREFRONT ON SETTINGTRACK
TERRAZZO BASE TYP - SEE4/A10.08
INTERIOREXTERIOR
CONC CURB- SSD
SCALE: 3" = 1'-0"
WALL BASE @ PORTICOportico-wall-base.dwg
(E) CONC FLOOR & WALL TOREMAIN
LIQUID MEMBRANE - UP WALL 8"
TERRAZZO BASE
SMS @ 16" OC
BACKER BOARD
BUILDING PAPER OVER LIQUIDMEMBRANE
7
5
12'-2"AFF
SCALE: 3" = 1'-0"
OPENING HEAD - WINDOW @ PORTICOopening-head-window-portico.dwg
(E) CEMENT PLASTER FINISH TOREMAIN - PAINT
SCALE: 3" = 1'-0"
WINDOW HEAD - CEILING @ PORTICOwindow-head-ceiling-portico.dwg
GSM OPENING PROTECTIONBEYOND
SEALANT
GROUT SOLID
(E) CONC TO REMAIN
CEMENT PLASTER OVER LATHOVER (E) CONC
ALUMINUM WINDOW
ALUMINUM WINDOW
(E) CEMENT PLASTER FINISH TOREMAIN - PAINT
CEDAR T&G CEILING
STL STUD CEILING FRAMING
FOR DETAILS NOT NOTED SEE
7A10.17
FOR DETAILS NOT NOTES SEE
6A10.17
1/2" PLYWD SUBSTRATE
SCALE: 3" = 1'-0"
SECTION THROUGH DECK EDGEdeck_base_drain.dwg
CONC CURB BEYOND
TOPPING SLAB - SLOPE TO DRAIN
2X2 TS RAIL
STL STUD - SSD
5/4" CEDAR SLAT
LINE OF TRELLIS POST BEYOND
STL BOTTOM TRACK - SSD
STL BOTTOM TRACK BEYOND
PLYWD SHEATHING - SSD
(E) CONC SLAB
MTL LOUVER WITH INSECTSCREEN - SMD
HVAC DUCT - SMD
STL STUD WALL - SSD
PLYWD SHEATHING - SSD
2X2 TS RAIL TYP
WD NAILER
LINE OF TRELLIS POST BEYOND
CONC DECK - SSD
EDGE FLASHING - BED INSEALANT
SHAPED WD CAP
2X2 TS TOP RAIL
FIBER CEMENT PANEL TYP - PAINTBUILDING PAPER TYPGSM FLASHING TYP
WD TRIM TYP
POST FLASHING BEYOND
SCALE: 3" = 1'-0"
DECK BASE @ TRELLIS POSTdeck_base.dwg
CONC CURB
TOPPING SLAB
2X2 TS RAIL
STL STUD - SSD
RAILING BEYOND
LINE OF TRELLIS POST BEYOND
STL BOTTOM TRACK - SSD
STL BOTTOM TRACK BEYOND
PLYWD SHEATHING - SSD
(E) CONC SLAB
SCALE: 1-1/2" = 1'-0"
TRELLIS SUPPORT AT POST0000-file.dwg
TS POST - SSD
5/8"Ø MB WITH2X2X3/8 CLAMP
PLATE - TIGHTENAND PEEN
6X3X1/4 TSSTIFFENER - SSD
L8X4 - TAPERED
STL GRATING TYP
1'-4 1/2"
1'-11"
SCALE: 1-1/2" = 1'-0"
TRELLIS SUPPORT AT WALL0000-file.dwg
1'-2"± ALIGN WITH POST MTD
1'-8 1/2" ± ALIGH WITH POST MOUNTED
℄
TS POST - SSD
5/8"Ø MB WITH2X2X3/8 CLAMP
PLATE TYP -TIGHTEN AND PEEN
L8X4 - TAPERED TYP
STL GRATING TYP
6X3X1/4 TSSTIFFENER TYP -
SSD
CONC WALL - SSD
EXPANSIONANCHOR TYP - 2"
MIN EMBED
3/8" STL ANCHORPLATE - WELD TOANGLE SUPPORT
NOTE: SEE 12/- FOR DETAILS NOTNOTED
B-
A. CROSS SECTION B. SECTION ELEVATION
B-
A. CROSS SECTION B. SECTION ELEVATION
EXPANSIONANCHOR TYP - 2"
MIN EMBED
3/8" STL ANCHORPLATE - WELD TOANGLE SUPPORT
9
10
12
13
SCALE: 3" = 1'-0"
PLAN DETAIL AT GUARDRAILdeck_base_drain.dwg
LINE OF WD CAP ABOVE TYP
SELF TAPPING SCREW - (2) EASLAT TYP
EDGE OF DECK
GSM FLASHING - BED IN SEALANT
CONC DECK - SSD
LINE OF STUD FRAMING BELOW
TS TRELLIS POST - SSD
2X2 TS SUPPORT
5/4" CEDAR SLAT TYP
15
SCALE: 3" = 1'-0"
DECK TO WALLportico-floor-opening.dwg
LINE OF (E) CONC WALL
CONC DECK - SSD
EXPANSION JOINT
2" TYP
14
12'-2"AFF
SCALE: 3" = 1'-0" window_head_stucco_ceiling-portico.dwg
ALUMINUM WINDOW
(E) CEMENT PLASTER FINISH TOREMAIN - PAINT
CEMENT PLASTER O/METAL LATH
FOR DETAILS NOT NOTED SEE
7A10.17
6" MS @16"OC
SEALANT
STUCCO STOP
19
window_aluminum_ext_sill.dwg
WINDOWDIM. POINT
WINDOW DIM.POINT
CEMENT PLASTER SIDING OVERMETAL LATH
(2) LAYERS CLASS "D" BLDG PAPER
PLYWOOD SHEATHING
5/8" TYPE "X" GYP. BD., TYP.
MS HEADER, S.S.D.
AL. STOREFRONT WINDOW
AL. WINDOW HEAD FLASHING
SCREW @ 12" OC, TYP
AL. CORNER ANGLE
INTEGRAL CEMENT PLASTER STOP
2 x METAL SILL, SSD
SELF-ADHERED MEMB FLASHING
BATT INSULATION
AL. SILL PAN, SOLDER ALL SEAMS
SELF-ADHERING MEMBRANEFLASHING
CEMENT PLASTER SIDING OVERMETAL LATH(2) LAYERS CLASS "D" BLDGPAPER
LAP SELF-ADHERING MEMBRANEUP BEHIND INTERIOR FACE OFALUMINUM FRAME - TYP. AT SILL
AL. STOREFRONT WINDOW
BATT INSULATION
5/8" TYPE "X" GYP. BD., TYP.
ALUMINUM CORNER ANGLE
PLYWOOD SHEATHING
(2) LAYERS CLASS "D" BLDGPAPER
CEMENT PLASTER OVERMETAL LATH
SELF-ADHERING MEMBRANEFLASHING
2x METAL FRAMING, S.S.D.
WINDOW DIM. POINT
4" MIN.
ALUMINUM CORNER ANGLE, TYP.
PLYWOOD SHEATHING
AL. STOREFRONT WINDOW
5/8" TYPE "X" GYP. BD., TYP.
END DAM BYD. UNDER BUILDINGPAPER
SEALANT, TYP.
SEALANT, TYP.
SILL PAN (N.T.S.)
ENDDAM
SEALANT & BACKER ROD W/ WEEPS
SCALE: 3" = 1'-0"
SILL AT PORTICO STOREFRONT- STUCCO
SCALE: 3" = 1'-0" window_aluminum_ext_sill.dwg
SCALE: 3" = 1'-0" window_aluminum_ext_sill.dwg
16
17
18
SCALE: NTS
FLASHING AT TRELLIS POSTtrellis_post _flashing.dwg
LINE OF DECK EDGE FLASHING -LAP OVER POST FLASHING
LAP FLASHING MIN 4"
GSM POST FLASHING
LINE OF DECK EDGE
TRELLIS POST - SSD
4"
4"
WRAP FLASHING DOWN FACE OFBEAM
11
1
1
1
1
1
1
INTERIOR DOOR DETAILS
A10.16
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 3" = 1'-0"
HEAD @ GYP BD : 1 HR : 50 STC RATINGdoor-new-int.dwg
2"
1/2"
1 7/8"4"1 7/8"
METAL STUD HEADER - SSD
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.HEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS.
BATT INSULATION - TYP.
5/8" TYPE "X" GYP BD - BOTH SIDES.
HOLLOW METAL DOOR FRAME - TYP
SCHEDULED DOOR
SCALE: 3" = 1'-0"
JAMB @ CERAMIC TILEdoor-new-int.dwg
INTERIOR WATERPROOFMEMBRANE - SEE TCA#244
CEMENTITIOUS BACKER BOARD
CERAMIC TILE OVER THINSET
SCALE: 3" = 1'-0"
1 7/8" 1 7/8"
HOLLOW METAL FRAME - TYP
SCHEDULED GLAZING
HOLLOW METAL TRANSOM HEAD
SCALE: 3" = 1'-0"
JAMB @ SIDE LITE- RATEDdoor-new-int.dwg
SCHEDULED GLAZING
METAL GLAZING STOP, TYP.
2"1/2" 1/2"
HOLLOW METAL FRAME, TYP
HOLLOW METAL FRAME, TYP
SCHEDULED DOOR
DOOR DIM. POINT
DOOR DIM. POINT
METAL GLAZING STOP - TYP
DOOR DIM. POINT
DOOR DIM.POINT
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.(3) JAMB ANCHORS PER JAMB
5/8" TYPE "X" GYPSUM BOARD
door-new-int.dwgSCALE: 3" = 1'-0"
JAMB @ GYP BD : 1 HR : 50 STC RATING
R-1 RESILIENT CHANNEL @ 24" OCVERTICALLY
5/8" TYPE "X" GYP BD BOTH SIDES
BATT INSULATION - TYP.
R-1 RESILIENT CHANNEL @ 24" OCVERTICALLY - BOTH SIDES
DOUBLE METAL STUD POST - SSD
HOLLOW METAL DOOR FRAME
SCHEDULED DOOR
METAL STUD HEADER - SSD
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.HEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS.
BATT INSULATION - TYP.
5/8" TYPE "X" GYP BD - BOTH SIDES.
HOLLOW METAL DOOR FRAME - TYP
SCHEDULED DOOR
DOOR DIM. POINT
R-1 RESILIENT CHANNEL @ 24" OCBOTH SIDES
SCALE: 3" = 1'-0"
HEAD @ RATED DOOR : 90 MINdoor-new-int.dwg
METAL STUD HEADER - SSD
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.HEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS.
BATT INSULATION - TYP.
(2) LAYERS 5/8" TYPE "X" GYP BD -BOTH SIDES.
16 GA HOLLOW METALDOOR FRAME - TYP
SCHEDULED DOOR
DOOR DIM. POINT
R-1 RESILIENT CHANNEL @ 24" OCVERTICALLY
1/2"
1 7/8"4"1 7/8"
DOOR DIM. POINT
2"
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.(3) JAMB ANCHORS PER JAMB
door-new-int.dwgSCALE: 3" = 1'-0"
JAMB @ RATED DOOR : 90 MIN
5/8" TYPE "X" GYP BD BOTH SIDES
BATT INSULATION - TYP.
R-1 RESILIENT CHANNEL @ 24" OCVERTICALLY - BOTH SIDES
DOUBLE METAL STUD POST - SSD
HOLLOW METAL DOOR FRAME
SCHEDULED DOOR
SCALE: 3" = 1'-0"
HEAD @ SLIDING DOOR door-new-int.dwg
METAL STUD HEADER - SSD
BATT INSULATION - TYP.
5/8" TYPE 'X' GYP BD - BOTH SIDES.
ALUMINUM SLIDING DOOR TRACKAND HARDWARE MOUNT PERMANUFACTURER'S SPECIFICATIONS
SCHEDULED DOOR
12" x 2" MDF TRIM - PAINT
GYPSUM BOARD JAMBS - PAINT
SCALE: 3" = 1'-0"
JAMB @ SLIDING DOOR
BATT INSULATION - TYP.
5/8" TYPE 'X' GYP BOARD
12" x 2" MDF TRIM ALL AROUND - PAINT
DOUBLE METAL STUD POST - SSD
METAL CORNER BEAD - TYP
(N) SLIDING DOOR GUIDE
SCALE: 3" = 1'-0"
HEAD @ BARN DOOR door-new-int.dwg
METAL STUD HEADER - SSD
BATT INSULATION - TYP.
5/8" TYPE 'X' GYP BD - BOTH SIDES.
ALUMINUM BARN DOOR TRACKAND HARDWARE MOUNT PERMANUFACTURER'S SPECIFICATIONS
SCHEDULED DOOR
12" x 2" MDF TRIM - PAINT
GYP BD JAMBS BEYOND - PAINT
SCALE: 3" = 1'-0"
HEAD @ BIFOLD DOOR door-new-int.dwg
METAL STUD HEADER - SSD
BATT INSULATION - TYP.
5/8" TYPE 'X' GYP BD - BOTH SIDES.
ALUMINUM BIFOLD DOOR TRACKAND HARDWARE MOUNT PERMANUFACTURER'S SPECIFICATIONS
SCHEDULED DOOR
12" x 2" MDF TRIM - PAINT
GYPSUM BOARD JAMBSBEYOND - PAINT
SCALE: 3" = 1'-0"
HEAD @ GYPSUM WALLBOARDdoor-new-int.dwg
1/2"
1 7/8"1 7/8"
METAL STUD HEADER - SSD
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.HEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS.
BATT INSULATION - TYP.
5/8" TYPE "X" GYP BD - BOTH SIDES.
HOLLOW METAL DOOR FRAME - TYP
SCHEDULED DOOR
DOOR DIM. POINT
SCALE: 3" = 1'-0"
HEAD @ ELEV LOBBY DOORS
SCALE: 3" = 1'-0"
JAMB @ ELEV LOBBY DOORS
(N) CONCRETE WALL - SSD
5/8" TYPE 'X' GYP BD - BOTH SIDES.
SCHEDULED DOOR
16 GA HOLLOW METAL DOOR FRAME
78" FURRING CHANNELS @ 16" OC
(N) CONCRETE WALL - SSD
5/8" TYPE 'X' GYP BD - BOTH SIDES.
SCHEDULED DOOR
78" FURRING CHANNELS @ 16" OC
SCHEDULED DOOR
BATT INSULATION - TYP.
DOUBLE METAL STUD POST - SSD
1
2
3
48
7
6
513 9
10
11
12
14
SCALE: 3" = 1'-0"
HEAD & SILL @ PHENOLIC PANEL
HOLLOW METAL FRAME - TYP
SCHEDULED FIRE-RATED GLAZING
HOLLOW METAL TRANSOM HEAD8'-2" AFF
METAL GLAZING STOP - TYP
WALL TYPE - SEE SCHEDULE -NOTE: EXPOSED GYP ABOVEWINDOWS & DOORS
DOOR DIM. POINT
SCALE: 3" = 1'-0"
JAMB @ PHENOLIC PANELdoor-sidelite-phenolic.dwg
SCHEDULED FIRE-RATED GLAZING
METAL GLAZING STOP, TYP.
HOLLOW METAL FRAME, TYP
FOR ADDITIONAL NOTES &DIMENSIONS SEE: 4 / - -
WINDOW DIM.POINT
PHENOLIC PANEL - ADHESIVE-APPLIEDTO GYP BD w/1" STRIPS OF 18" PLYWOOD- SEE ELEVATION FOR HOLE PATTERN
PAINT GYP BD BLACK WHEREPHENOLIC PANEL HOLES OCCUR
FOR ADDITIONAL NOTES &DIMENSIONS SEE: 3 / - -
door-sidelite-phenolic.dwg
3'-8" AFFDOOR DIM. POINT
CEILING FINISH - SEE RCP
PHENOLIC PANEL - ADHESIVE-APPLIEDTO GYP BD w/STRIPS OF 18" PLYWOOD
DOOR - WO
1'-1" (10-1/2" @ DOOR)
1620
SCALE: 3" = 1'-0"
INTERIOR WOOD DOOR HEAD 0000-file.dwg
(E) WOOD HEADER - SSD.
(N) WOOD TRIM TOMATCH (E)
(N) DOOR AS SCHEDULED
WOOD SHIM
SCALE: 3" = 1'-0"
INTERIOR WOOD JAMB0000-file.dwg
(E) WOOD TRIM -(N) TO MATCH (E) WO
(N) DOOR ASSCHEDULED
INFILL (E) TRANSOM WITH (2)LAYERS 5/8" TYPE "X" GYP BD WO
(E) TRIM TO REMAIN
1519
1
1
EXTERIOR DOOR & WINDOW DETAILS
A10.17
Sequence
Sheet
Project
Veterans Commons150 Otis
[GPA PROJECT #0805.00]
11/15/10Bid SetDate
Drawing Record
Issue/ Submission
STRUCTURAL:Tennebaum Manheim Engineers414 Mason Street #605San Francisco, CA 94102telephone:415-772-9891fax: 415-772-9893
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.
PLOT DATE: 10-29-2010
MECHANICAL / PLUMBING:
Tommy Siu and Associates657 Mission Street, Suite 448San Francisco, CA 94105telephone: 415-541-9910fax: 415-541-0459
ELECTRICAL:
FW Associates68 12th StreetSan Francisco, CA 94103telephone: 415-861-0286fax:
A R C H I T E C T S
Architect
Gelfand Partners
165 Tenth Street, Suite 100
San Francisco, CA 94103
Tel. 415. 346 . 4040
Fax 415. 346 . 4103
www. gelfand-partners.com
12/06/10Addendum 1
SCALE: 3" = 1'-0"
EXT. DOOR HEAD @ CEMENT PLASTERdoor-new-ext-Fiber.dwg
CEMENT PLASTER O\ METAL LATH
CLASS "D" BUILDING PAPER
SELF ADHERING MEMBRANEFLASHING WRAP DOOR HEADAS SHOWN - TYP
1/2" PLYWOOD SHEATHING, S.S.D.
BATT INSULATION
5/8" TYPE "X" GYPSUM BOARD.
METAL STUD HEADER - SSD
#12 WD SCREW @ 12" OC, TYP
HOLLOW METAL FRAME,
G.S.M. HEAD FLASHING, PAINT TOMATCH DOOR FRAME
WEEP SCREED
SCHEDULED DOOR
1 7/8" 1 7/8"
1/2"
DOOR DIM.POINT
SEALANT, TYP.
SCALE: 3" = 1'-0"
EXTERIOR JAMB @ CEMENT PLASTERdoor-new-ext-Fiber.dwg
SELF ADHERING MEMBRANEFLASHING WRAP DOOR HEADAS SHOWN - TYP
2" SMS @ 12" OC - TYP
BATT INSULATION
HOLLOW METAL FRAME TYP
CEMENT PLASTER O/ METAL LATH
(2) LAYERS CLASS "D" BLDG PAPER
INTERIOR FINISH - SEE WALL TYPE
1/2" PLYWOOD SHEATHING - SSD
INTEGRAL CEMENT PLASTER STOP
SEALANT- TYP
1/2"2"
2"
SCHEULED DOOR
METAL FRAMING - SSD
DOOR DIM. POINT
12", TYP.
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYP.HEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS.
METAL STUD ANCHOR WELDEDTO FRAME - FASTEN WITH (2)2" SMS EA ANCHOR TYPHEAD ANCHORS:(2) @ SINGLE DOORS(3) @ DOUBLE DOORS
SCALE: 3" = 1'-0"
HEAD AT ROLL UP DOOR
SCHEDULED RATED DOOR
24 GAGE GALV STEEL ENCLOSURE
(N) METAL STUD WALL
SCALE: 3" = 1'-0"
JAMB @ ROLL UP DOOR
SCHEDULED RATED DOOR
DOOR GUIDE BY MANUFACTURER
(N) METAL STUD WALL
1
2
3
4
6
5
ISA - SEE 8/A10.01
PROVIDE A 4" MIN DIATMETERROUND OR 4"X4" MIN SQUAREPUSHPLATE HI & LOW POWERDOOR OPENER WITH DISPLAYOFISA - BOTH SIDES OF DOOR
CENTERLINE TO BE 30" MIN AND44" MAX ABOVE GROUND
CENTERLINE TO BE 7" MIN AND 8"MAX ABOVE GROUND
SCALE: 1/2" = 1'-0"
SIDEWALK ENTRY DOORentry_sidewalk_level.dwg
RECESSED VIKING ENTRYSYSTEM
CONC WALL INFILL AT REMOVEDWINDOW - PROVIDE RECESSESFOR ENTRY SYSTEM AND POWERACTUATOR BUTTON TO BE FLUSHMOUNTED
(E) CONC PILASTER AND BASE
ENTRY DOOR PER SCHEDULE
LINE OF SIDEWALK
SCALE: 1/2" = 1'-0"
MAIN ENTRY DOOR ELEVATIONdoor_main_entry.dwg
(E) WD TRIM TO REMAINSTRIP (E) FINISH ANDSTAIN TO MATCH (N)DOORS
ENTRY DOOR PERSCHEDULE
LINE OF (E) VAULT
(N) GLAZING TOREPLACE (E)
7'-0" VIF
SS PULL TYP
1
1
