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A0.0
WEXLER HARRISON STEEL DEVELOPMENT
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1.
No.
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4.
3.
2.
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1.2
6.1
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S N
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"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
RC
HIT
EC
TU
RE
MET(MTL)
(CURVE DATA)
EXISTING
EAST/EXTERNAL DISTANCE
ELECTRIC/ELECTRICAL
ELEVATION/ELEVATOR
ENCLOSUREENCL
(E)
ELEC(T)
EL(V)
EA
E
EACH
N
MLDG
MIN
MT
MTD
MFR
CABINET
BETWEEN
BRACKET
CORRUGATED/CORRUGATION
DEPARTMENT
DOWNSPOUT
DIRECTED
DOOR/DRAIN/DRIVE
CUBIC FEET
CERAMIC
CONTINUOUS WELD RAIL
CUBIC FEET PER MINUTE
CONTRACTOR
CLASS
CLOSET
CAULKING
CONCRETE MASONRY UNIT
CAST IN PLACE/CAST IRON
CLEAR/CLEARANCE
CONSTRUCTION
PIPE CLEAN-IN-PLACE
COLUMN
CONCRETE
COMPRESSOR
CENTER
CEILING
CONST(R)
CORR
DEPT
DR
DIR
CONTR
DS
CLO
CLK
CLR
CL
CMU
CONC
CER
CWR
CTR
CFM
CIP
CF
CAB
BTW
BRKT
COL
COMPR
CLG
MACH
MAX
MBH
MECH
MAINT
MED
LRG
LGT
LTG
LG
LVR
INCAN
INSUL
JT
INT
LAV(S)
LF(S)
LAM
HORIZ
HT
HDWR
HWY
HW
HTR
BOARD FEET
BLOCK
BOTTOM
BRICK
ASPHALT CONCRETE/AIR CONDITIONING
ABRASIVE
ALUMINUM
ADHESIVES
AGGREGATE
AIR HANDLING UNIT
ACCESS PANEL
AMERICANS W/DISABILITIES ACT
ABOVE FINISH FLOOR
AIR CONDITIONING UNIT
ACOUSTIC/ACOUSTICAL
BOARD
ASPHALT
ABBREVIATIONS
ANCHOR BOLT/AGGREGATE BASE
ADHES
ASP(H)
BF
BD
BOT
BRK/BR
BM
BLK
BEAM
AGG/AGGR
AFF
ALUM
AP
AHU
AB
ABRAS
ADA
ACOUS
AC
ACU
G
GALV
GA
GYP
HAZ
GR
GL
FH
FIN
FTG
FUT
FLR
FIX
ENT(R)
EXH
EXT
FDN
FD
F
UTIL UTILITIES
SOUND TRANSMISSION COEFFICIENT
REINFORCED/REINFORCE/REINFORCING
RECIRCULATE/RECIRCULATING
MANUFACTURER
NORTH
MOLDING
MOUNT
MINIMUM
MOUNTED
METAL
STOR
SPEC
SQ.
STC
STL
SPR
SL
STORAGE
SPECIFICATIONS
SPRINKLER
SQUARE
STEEL
SLOPE
(DOOR LEAF(S))
THOUSAND BRITISH
MEDIAN/MEDIUM
THERMAL UNITS/HOUR
MAINTENANCE
MACHINE
MAXIMUM
MECHANICAL
LIGHTING
LARGE
LENGTH
LONG
LOUVER
LAVATORY (LAVATORIES)
INCANDESCENT
INTERIOR/INTERSECTION
INSULATION
JOINT
LINEAR FEET
LAMINATE
HORIZONTAL
HARDWARE
HEIGHT
HOT WATER
HIGHWAY
HEATER
SAN
SECT
SHR
SEW
SS
SC
SK
R/W/ROW
RTO
RWT
RT
RTE
S
SANITARY
STAINLESS STEEL
SOLID CORE
SECTION
SEWER
SHOWER
SINK
RAIL TURN OUT
RAIL WEIGHT
RIGHT OF WAY
RIGHT
ROUTE
SOUTH
REFLTD
REINF
REIMB
REFRIG/REFG
REQS
RM
REL
RECEPT
R(AD)
REFIN
RECIRC
(R)
REF
REFLECTED
REIMBURSABLE
REFRIGERATOR
REQUIREMENTS
RELOCATED
ROOM
RECEPTACLE
RADIUS/RISER
REFERENCE
REMOVE
REFINISH
VAPOR BARRIER
VISUAL AID
WATERPROOF
WATER RESISTANT
WITH RESPECT TO
WAINSCOT
VENT THROUGH ROOF
VERIFY IN FIELD
VERTICAL
VOLUME
VENTILATE
W/RT
WT WEIGHT
VB
VA
VERT
WSCT
W
WR
WP
WD
VTR
VOL
VIF
VENT
WIDTH
WOOD
PROPERTY/PROPOSED
POUNDS PER SQUARE FOOT
NATIONAL FIRE PROTECTION
PLACES/PLATE/PROPERTY LINE
NOISE REDUCTION COEFFICIENT
FIRE HYDRANT
GRAVEL/GRADE/GRATE
GAS
GALVANIZED
GAUGE
HAZARDOUS
GYPSUM
GLASS
FINISH
FOOTING
FUTURE
FLOOR
FIXTURE
FLOOR DRAIN
FAHRENHEIT/FILL
ENTRANCE
EXHAUST
EXTERIOR
FOUNDATION
OUTSIDE DIAMETER
POL
PROP
PVMNT
PR
PVC
PT
PSF
PLEN
OD
OS
OX
PKG
PL
POLYVINYLCHORIDE
PAVEMENT
POINT/PAINT
PAIR
OWNER SUPPLIED
PLENUM
POLISH
OXYGEN
PARKING
NFPA
(N)
NDC
OC
NIC NOT IN CONTRACT
ASSOCIATION
ON CENTER
NEW
TOP OF RAIL
UNLESS NOTED OTHERWISE
TOP OF SLAB
TOP OF WALL
SYSTEM
TOP OF CONCRETE/CURB
SHEET METAL & AIR CONDITIONER
CONTRACTORS NATIONAL ASSOCIATION
TELEPHONE
TRACK FEET
SYMMETRICAL
SIMILAR
SHOWER
STORM DRAIN
SQUARE FOOT(FEET)
STRUCTURAL
SMACNA
TOR
TOS
TOW
TOT
UNO (UON)
TEL
SYM
SIM
TOC
TF
SW
TOTAL
SWITCH
STRUC
SYS
SD
SHW
SGL
SF
SINGLE
VICINITY MAP
1
SECTION SYMBOL
PARTIAL SECTION
PARTIAL ELEVATION
DETAIL
4
SHT
3
2ROOM NUMBER
NOT TO SCALE
WINDOW NUMBER
DRAWING SYMBOLS:
2
11
1
DOOR NUMBER
A
4
B
4
4
B
L
1
675 SIMMS RD.
PALM SPRINGS, CA 92262
TWO WEEKS AFTER THE NOTICE TO PROCEED. NOTIFY ARCHITECT IF ADDITIONAL TIME IR REQUIRED
DIFFERENCES ARE INFERABLE FROM OTHER INFORMATION GIVEN. VERIFY
VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FLOOR FINISH, UNLESS OTHERWISE NOTED.
DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE
DO NOT PROCEED WITH THE WORK WITHOUT THE CONSENT OF THE ARCHITECT.
DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED
SUBCONTRACTOR WITH THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION.
DIMENSIONS MARKED V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR AND/OR
CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND REPORT ANY ERROR,
"SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED.
"TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS UNLESS OTHERWISE NOTED.
FRAMING TO INTERSECTION OF COLUMN OR FACE OF FRAMING UNLESS OTHERWISE NOTED.
HORIZONTAL DIMENSIONS ARE SHOWN FROM INTERSECTION OF COLUMN GRID OR FACE OF
DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.
DO NOT SUBSTITUTE, REVISE OR CHANGE THE WORK WITHOUT THE WRITTEN
ERECT AND INSTALL ALL WORK TO BE LEVEL, PLUM, SQUARE, TRUE AND IN PROPER ALIGNMENT.
SUBMIT THE SCHEDULES, SHOP DRAWINGS, MOCKUPS, SAMPLES AND OTHER REQUIRED SUBMITTALS WITHIN
SUBMIT A SPECIFIED CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED
MATERIAL SPECIFIED IN THE CONTRACT DOCUMENTS AND IMMEDIATELY NOTIFY THE
CONFIRM DURING THE PRICING PERIOD ON SITE DELIVERY OF ALL CONSTRUCTION
ARCHITECT IN WRITING OF POTENTIAL DELAYS TO THE COMPLETION DATE OF THE PROJECT.
ALLOW THE ARCHITECT SUFFICIENT TIME TO REVIEW AND COMMENT ON THE SUBMITTALS.
WHERE SHOP DRAWINGS ARE REQUIRED, SUBMIT FOUR SETS OF BLUELINE DRAWINGS TO THE ARCHITECT
FOR REVIEW AND COMMENT PRIOR TO THE COMMENCEMENT OF FABRICATION OR PLACING AN ORDER.
APPROVED TEMPORARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE
CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION) HEALTH AND
OF BUILDING AND SAFETY PRIOR TO REQUEST FOR FINAL INSPECTION PER LOCAL ORDINANCE.
CONTRACTOR SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEANUP OF ALL BUILDING MATERIALS.
GENERAL CONTRACTOR SHALL COMPLETE AND SUBMIT A CONTRACTOR'S LIST FORM TO THE DEPARTMENT
STORAGE AND BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR
WHICH THE PERMIT IS ISSUED. ADJACENT PROPERTIES MAY NOT BE UTILIZED FOR THIS
THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES,
PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE.
THERE BE A DISCREPANCY BETWEEN THE ELECTRICAL, MECHANICAL, STRUCTURAL AND ARCHITECTURAL
DRAWINGS THAT WOULD CREATE A CONFLICT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION
DRAWINGS, BEFORE THE INSTALLATION OF ELECTRICAL, MECHANICAL OR STRUCTURAL WORK. SHOULD
DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE ARCHITECTURAL
IF DISCREPANCIES ARE FOUND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
THE ELECTRICAL, MECHANICAL AND STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL
THE WORK SHALL CONFORM TO THE LATEST EDITION OF ALL GOVERNING CODES AND ORDINANCES,
SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER EXPENSE.
FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS
o2 ARCHITECTURE HEREBY EXPRESSLY RESERVE ITS COMMON LAW COPY RIGHT AND OTHER
ALL CONTRACTORS SHALL HAVE A CURRENT VALID BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE
CHANGED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY
PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, COPIED OR
THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA LABOR CODE, SECTION 3800.
ALL CONTRACTORS MUST SUBMIT CERTIFICATE OF WORKER'S COMPENSATION INSURANCE COVERAGE
ARCHITECT UNLESS OTHERWISE NOTED +/-.
INCONSISTENCY, CONFLICT OR OMISSION TO THE ARCHITECT.
SUBMITTALS WITHIN THE PACKAGE.
CONSENT OF THE ARCHITECT/ OWNER.
14.
16.
f.
12.
d.
e.
c.
DIMENSIONS AND ORIENTATIONS.
"FURNISH" MEANS TO FURNISH AND OTHERS WILL INSTALL
FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
"PROVIDE" MEANS FURNISH AND INSTALL.
AS INDICATED IN THE GOVERNING CODE.
10.
DIMENSIONING RULES:
DEFINITIONS:
C.
E.
D.
a.
b.
A.
B.
OF o2 ARCHITECTURE.
SAFETY CODE, SECTION 5416.
PER CITY CODE.
GENERAL NOTES
PREPARE AND SUBMIT THE FOLLOWING TO THE ARCHITECT FOR REVIEW AND COORDINATION PRIOR
TO ORDER OF FABRICATION OF MATERIALS AND/OR INSTALLATION OF SYSTEMS.
CONDITIONS PRIOR TO AND DURING CONSTRUCTION.
SEE SPECIFICATION FOR REQUIREMENTS.
CONTRACTORS ARE TO IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONFLICTING
DO NOT SCALE DRAWINGS, CONTRACTORS ARE RESPONSIBLE FOR SITE REVIEW AND
VERIFICATION OF ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE
AND STRUCTURES, SIGNS, TRASH ENCLOSURES, BLOCK WALLS, RETAINING WALLS NOT SUPPORTING
SEPARATE REVIEW, APPROVAL AND PERMITS ARE REQUIRED FOR GRADING, ACCESSORY BUILDINGS
BUILDING, AND DEMOLITION WORK. CONTACT CITY FOR PROCEDURAL INFORMATION.
21.
INSTALLATION.
19.
20.
18.
17.
15.
13.
11.
9.
8.
6.
7.
3.
4.
1.
2.
CITY OF PALM SPRINGS NOTES
PRIOR TO ISSUANCE OF GRADING PERMIT, A FUGITIVE DUST & EROSION CONTROL PLAN
SHALL BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL. MUNICIPAL CODE CHAPTER 8.50
THE PROJECT IS SUBJECT TO THE CITY WATER EFFICIENT LANDSCAPE ORDINANCE.
STREET ADDRESS NUMBERING SHALL NOT EXCEED 8" IN HEIGHT.
3.
2.
MUNICIPAL CODE CHAPTER 8.60
ARTICLE 9, SECTION 902.
FIRE DEPARTMENT ACCESS SHALL BE IN ACCORDANCE W/ THE 1998 CALIFORNIA FIRE CODE
6.
CONSTRUCTION SITE FENCING IS REQUIRED PER CITY ORDINANCE 1570. 7.
PREMISES IDENTIFICATION SHALL BE IN ACCORDANCE W/ THE 1998 CALIFORNIA FIRE CODE
ARTICLE 9, SECTION 901.4.4 & 1998 CALIFORNIA BUILDING CODE, CHAPTER 5.
8.
AT THE START OF CONSTRUCTION & MAINTAINED THROUGH COMPLETION OF CONSTRUCTION.
ACCESS FOR FIRE FIGHTING EQUIPMENT SHALL BE PROVIDED TO THE IMMEDIATE JOB SITE9.
N/A10.
PREMISES IDENTIFICATION: APPROVED ADDRESSES SHALL BE PROVIDED FOR ALL NEW & EXISTING5.
BUILDINGS IN LOCATIONS PLAINLY VISIBLE & LEGIBLE FROM THE STREET FRONTING THE SITE.
A PM 10 (DUST CONTROL) PLAN SHALL BE SUBMITTED TO & APPROVED BY THE BUILDING DIVISION PRIOR 13.
TO APPROVAL OF THE GRADING PLAN. THE GRADING PLAN SHALL ALSO BE APPROVED BY THE CITY
ENGINEER PRIOR TO THE ISSUANCE OF ANY GRADING OR BUILDING PERMITS.
REPRESENTATIVE IN THE FORM OF AN APPROVED "NOTIFICATION OF INTENT TO MOVE SOIL FROM OR
SOIL WILL BE REQUIRED TO PRESENT A CLEARANCE DOCUMENT FROM A DEPT. OF FOOD & AGRICULTURE
APPLICANTS FOR GRADING PERMITS INVOLVING A GRADING PLAN & IMPORTATION OR EXPORTATION OF 14.
WITHIN QUARANTINED AREAS OF RIVERSIDE COUNTY (RIFA FORM CA-1) OR OBTAIN A VERBAL RELEASE
FROM THAT OFFICE PRIOR TO THE ISSUANCE OF GRADING PERMIT (OFFICE #760.776.8208)
SHALL BE RESTORED TO A SMOOTH RIDEABLE SURFACE.
EXISTING PAVEMENT PLUS ONE ADDITIONAL INCH. SEE CITY STANDARD DRAWING No. 115. PAVEMENT
ANY UTILITY CUTS IN OFF-SITE PAVEMENT SHALL RECEIVE TRENCH REPLACEMENT PAVEMENT TO MATCH15.
THE DEVELOPER SHALL ACCEPT ALL FLOWS IMPINGING UPON HIS LAND AND CONDUCT THESE FLOWS TO 16.
APPROVED DRAINAGE STRUCTURES.
THE DEVELOPER SHALL TAKE EVERY PRECAUTION NEEDED TO "PROTECT-IN-PLACE" ANY EXISTING 17.
WHITEWATER MUTUAL WATER CO. WATER LINES THAT MAY TRAVERSE THE PROJECT.
WHICH DOES OR WILL EXCEED THE HEIGHT REQUIRED TO MAINTAIN AN APPROPRIATE SITE LINE PER
NOTHING SHALL BE CONSTRUCTED OR PLANTED IN THE CORNER CUT-OFF AREA OF ANY DRIVEWAY18.
CITY STANDARD DRAWING No. 203.
AND/OR CURB SHALL HAVE CITY APPROVED DEEP ROOT BARRIERS INSTALLED PER CITY ENGINEERING
ALL PROPOSED TREES WITHIN THE PUBLIC RIGHT-OF-WAY AND WITHIN 10 FEET OF A PUBLIC SIDEWALK
SPECIFICATIONS.
19.
CONSTRUCTION SIGNING, LIGHTING & BARRICADING SHALL BE PROVIDED AS REQUIRED BY CITY
LIGHTING & BARRICADING SHALL BE IN ACCORDANCE WITH THE LATEST STATE OF CALIF., DEPARTMENT OF
1.
TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION & MAINTENANCE WORKZONES."
STANDARDS OR AS DIRECTED BY THE CITY ENGINEER. AS A MINIMUM, ALL CONSTRUCTION SIGNING,
20.ALL PROPOSED UTILITY LINES ON/OR ADJACENT TO THIS PROJECT SHALL BE UNDERGROUND.
SITE FIRE PROTECTION IS REQUIRED: PROVIDE GARDEN HOSES ON CONSTRUCTION SITE EQUIPPED
W/ AN ADJUSTABLE SPRAY NOZZLE CAPABLE OF REACHING ALL COMBUSTIBLE CONSTRUCTION.
11.
ALL BUILDING CONSTRUCTION & LANDSCAPING SHALL BE IN ACCORDANCE W/ THE 1997 URBAN-WILDLAND 12.
INTERFACE CODE.
4.
SCHEDULE OF DRAWINGS
A0.0 TITLE SHT., VICINITY, LOCATION PLAN,
BUILDING INFO., SCHEDULE OF DWGS.,
SYMBOLS & GENERAL NOTES
ARCHITECTURAL
A0.1 DEMOLITION SITE PLAN
A0.2 EXISTING PHOTOGRAPHS W/ DEMO NOTES1
A0.3 EXISTING PHOTOGRAPHS W/ DEMO NOTES2
A1.0 REMODELED SITE PLAN
A1.1 DEMO PLAN W/ REMODELED PLAN
A2.0 ELEVATIONS
GENERAL PROJECT INFORMATION:
OWNER:
MANLY RESIDENCE
290 E SIMMS ROAD
PALM SPRINGS, CA 92262
ARCHITECT:
o2 ARCHITECTURE
1089 NORTH PALM CANYON DRIVE, SUITE B
PALM SPRINGS, CA 92262
SITE INFORMATION:
LEGAL DESCRIPTION:
LOT 1 TRACT NUMBER 2085, IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, PER M.B.
041- 050
ASSESSOR'S PARCEL NUMBER: 501.031.012
OCCUPANCY: SINGLE FAMILY RESIDENCE
ZONING: R-1-C
TYPE OF CONSTRUCTION: TYPE V-B; NA/ NA
LOT SIZE: 10,400 S.F.
SPRINKLERS:
STORIES: ONE
APPLICABLE CODES:
2010 CALIFORNIA BUILDING CODE (BASED ON 2009 IBC)
2010 CALIFORNIA MECHANICAL CODE (BASED ON 2009 UMC)
2010 CALIFORNIA PLUMBING CODE (BASD ON 2009 UPC)
2010 CALIFORNIA ELECTRICAL CODE (BASED ON 2008 NEC)
2010 ENERGY CODE (2010 ENERGY STANDARDS)
2010 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
2010 CALIFORNIA FIRE CODE
2010 CALIFORNIA RESIDENTIAL CODE (2009 IRC)
2008 ENERGY STANDARDS
SCOPE OF WORK:
- DEMOLITION OF EXISTING CARPORT CONVERSION AND EXTERIOR MARKED CMU WALLS
- REMODEL OF FRONT YARD TO INCLUDE CARPORT, HARDSCAPE, LANDSCAPE
- CONSTRUCTION OF NEW POURED IN PLACE CONCRETE WALLS IN FRONT AND SIDE YARD
- INTERIOR REMODEL OF OF KITCHEN AND TWO BATHROOMS
- NEW INTERIOR FINISHES THROUGHOUT
HO
US
E I, P
HA
SE
I
E SAN RAFAEL DRIVE
N IN
DIA
N C
AN
YO
N D
RIV
E
E FRANCIS DRIVE
E SIMMS ROAD
SIMMS ROAD
N S
TA
RR
R
OA
D
N S
TA
RR
R
OA
D
E LINDSEY DRIVE
E MOLINO ROAD
N S
UN
NY
VIE
W D
RIV
E
N S
TA
RR
R
OA
D
WEXLER HARRISON STEEL DEVELOPMENT
HOUSE I, PHASE I
A0.1
WEXLER HARRISON STEEL DEVELOPMENT
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
DA
TE
: 1
0.2
3.1
3
DE
MO
S
IT
E P
LA
N
SC
AL
E: 1
/4
" =
1
'-0
"
SH
EE
T D
ES
CR
IP
TIO
N
PA
LM
S
PR
IN
GS
, C
A 9
22
62
29
0 E
AS
T S
IM
MS
R
OA
D
WE
XLE
R H
AR
RIS
ON
S
TE
EL D
EV
ELO
PM
EN
T
PR
OJE
CT
T
IT
LE
:
10
89
N
. P
AL
M C
AN
YO
N D
R., S
TE
. B
TE
L. 7
60
. 7
78
. 8
16
5
PA
LM
S
PR
IN
GS
, C
A 9
22
62
FA
X 7
60
. 4
06
. 7
94
6
EM
AIL
: o
ffice
@o
2a
rch
.co
m
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
RC
HIT
EC
TU
RE
-
DEMO SITE PLAN
SCALE: 1/4" = 1'-0"
SITE DEMOLITION NOTES
2
-
1
-
HO
US
E I, P
HA
SE
I
A2.0
EAST ELEVATION
SCALE: 1/4" = 1'-0"
WEXLER HARRISON STEEL DEVELOPMENT
THEREIN BE USED BY OR DISCLOSED TO OTHERS EXCEPT AS EXPRESSLY AUTHORIZED BY
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE INFORMATION CONTAINED
o2 ARCHITECTURE".
5
-
-
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
- - - -
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
-
DA
TE
DA
TE
: 1
0.2
3.1
3
RE
MO
DE
LE
D E
LE
VA
TIO
NS
SC
AL
E: 1
/4
" =
1
'-0
"
SH
EE
T D
ES
CR
IP
TIO
N
PA
LM
S
PR
IN
GS
, C
A 9
22
62
29
0 E
AS
T S
IM
MS
R
OA
D
WE
XLE
R H
AR
RIS
ON
S
TE
EL D
EV
ELO
PM
EN
T
PR
OJE
CT
T
IT
LE
:
10
89
N
. P
AL
M C
AN
YO
N D
R., S
TE
. B
TE
L. 7
60
. 7
78
. 8
16
5
PA
LM
S
PR
IN
GS
, C
A 9
22
62
o2 A
RC
HIT
EC
TU
RE
FA
X 7
60
. 4
06
. 7
94
6
EM
AIL
: o
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SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
1
-
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
2
-
WEST ELEVATION
SCALE: 1/4" = 1'-0"
3
-
HO
US
E I, P
HA
SE
I
A- SECTION THROUGH ENTRY
SCALE: 1/4" = 1'-0"
4
-
B- SECTION THROUGH ENTRY
SCALE: 1/4" = 1'-0"
6
-
A0.2
WEXLER HARRISON STEEL DEVELOPMENT
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
DA
TE
: 1
0.2
5.1
3
EX
IS
TIN
G P
HO
TO
GR
AP
HS
W
/ D
EM
O N
OT
ES
1
SC
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10
89
N
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AL
M C
AN
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N D
R., S
TE
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L. 7
60
. 7
78
. 8
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EM
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: o
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"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
RC
HIT
EC
TU
RE
-
9
HO
US
E I, P
HA
SE
I
REAR EXTERIOR
SCALE: X" = 1'-0"
PLANTER WALLS ALL AROUND THE
BACKYARD SHALL BE REMOVED.
WATERLINE SHALL BE RE-ROUTED
BELOW GROUND
EXISTING EXTERIOR LIGHTING
FIXTURE SHALL BE REMOVED
PALM TREE SHALL REMAIN
PLANTING & LANDSCAPING
SHALL BE REMOVED
UNLESS NOTED OTHERWISE
MEXICAN FENCE POST PLANT
SHALL BE RELOCATED.SEE
SHT A1.0 (NORTH PROPERTY
LINE) FOR LOCATION
MECHANICAL STORAGE DOORS
SHALL BE REFURBISHED
CONCRETE PAD SHALL BE DEMOLISHED
ALL EXTERNAL PIPES, CONDUITS,
WIRING SHALL BE ROUTED
WITHIN EXISTING ENCLOSED AREAS
EXISTING ELECTRIC METER
SHALL BE RELOCATED (TBD)
EXISTING ELECTRICAL FIXTURE
SHALL BE REMOVED
WOOD SHALL BE REMOVED. HOLES SHALL BE PATCHED
AND STEEL RESTORED
EXPOSED GASLINE SHALL BE CAPPED AND REMOVED
EXISTING NON ORIGINAL CARPORT
SHALL BE REMOVED
EXISTING NON ORIGINAL CARPORT
CONVERSION SHALL BE CAREFULLY
DEMOLISHED
APPROXIMATE LOCATION OF EXISTING
STRUCTURAL BEAMS AND COLUMNS
SHALL REMAIN
THE DRIVEWAY AND CARPORT CONCRETE
SLAB TO BE ASSESSED BY THE ARCHITECT
AND CONTRACTOR AND MAKE
RECOMMENDATION TO OWNER FOR
REPLACEMENT
STEPPING STONES SHALL BE
RELOCATED. SEE SHT A1.0
EXISTING STEEL GATE SHALL BE
CAREFULLY REMOVED. HOLES
SHALL BE PATCHED AND STEEL
PRIMED AND PAINTED
CONCRETE SLAB ENTRY
SHALL BE DEMOLISHED
EXTERIOR LIGHTING FIXTURE
SHALL BE REMOVED
TREES (3) SHALL BE REMOVED
EXISTING WALL MOUNTED A/C
UNIT AND CONDENSING UNIT
SHALL BE REMOVED
EXISTING NON ORIGINAL
WALL TO BE CAREFULLY DEMOLISHED
EXISTING CMU WALL
SHALL BE DEMOLISHED
PLANTING AND LANDSCAPING
SHALL BE REMOVED UNLESS
NOTED OTHERWISE
EXISTING PALM TREE
SHALL REMAIN
PORTION OF CMU WALL SHALL
BE DEMOLISHED (SEE DEMO
SITE PLAN FOR ADDITIONAL
SCOPE)
INTERIOR CMU WALL, ABOUT 8 INCHES IN, SHALL
BE CLEANLY SAWCUT JOINT AT THE NEAREST
VERTICAL BORDER JOINT (SEE DEMO SITE PLAN
FOR ADDITIONAL SCOPE)
EXISTING STRUCTURAL BEAM
AND COLUMN TO REMAIN
EXISTING NON ORIGINAL WALL SHALL
BE CAREFULLY DEMOLISHED
PORTION OF CMU WALL SHALL
BE REMOVED (SEE DEMO SITE
PLAN FOR ADDITIONAL SCOPE)
STEEL GATE SHALL
BE REMOVED
WIRING CONDUITS, AND ELECTRICAL DEVICES
SHALL BE REMOVED
TRELLIS SYSTEM SHALL
BE CAREFULLY REMOVED
WOOD FROM FACIA SHALL BE CAREFULLY REMOVED. HOLES
SHALL BE PATCHED AND STEEL PRIMED AND PAINTED
WOODEN COLUMN(S)
SHALL BE REMOVED
COUNTER TOP AND CABINET
TO BE REMOVED COMPLETELY.
PLUMBING SHALL BE CAPPED
AT CLOSEST LOCATION TO
SOURCE AS FEASIBLE
STEPPING STONES SHALL
BE REMOVED
CONCRETE SLAB SHALL
BE DEMOLISHED
SLIDING GLASS DOOR SHALL
BE REMOVED AND REPLACED
WITH A FIXED GLASS PANEL
GAS LINE CAPPED AT SOURCE
AND SHALL BE REMOVED
EXISTING FIREPLACE AND CHIMNEY
SHALL BE CAREFULLY DEMOLISHED
SEE PHOTO #12 FOR ADDITIONAL
INFO
HOLES SHALL BE PATCHED AND STEEL
PRIMED AND PAINTED
EXISTING EXTERIOR LIGHTING
FIXTURE SHALL BE REMOVED
GAS METER SHALL
REMAIN
EXISTING GRADE AROUND THE HOUSE
SHALL BE RECONTOURED TO PROVIDE POSITIVE
DRAINAGE AWAY FROM HOUSE. SEE SHT A0.1
EXTERIOR LIGHTING FIXTURE SHALL
BE REMOVED
-
1
REAR VIEW EXTERIOR
-
2
WEST SIDE EXTERIOR- MECHANICAL
-
4
EXISTING CARPORT
-
3
WEST VIEW EXTERIOR
-
0
PHOTOGRAPHS LEGEND
-
8
COLUMN- BEAM EXTERIOR
-
7
EXTERIOR ALONGSIDE NEIGHBORS' WALL
-
6
EAST VIEW EXTERIOR
-
5
EXISTING ENTRY
-
10
CHIMNEY EXTERIOR
-
11
EXISTING ENTRY 2
-
12
FIREPLACE INTERIOR
EXISTING BUILT UP, ABOVE FIREPLACE
SHALL BE CAREFULLY REMOVED
EXISTING FIREPLACE AND ASSOCIATED
MASONRY SHALL BE CAREFULLY REMOVED.
DAMAGED OR MISSING WALL AND ROOF
PANELS SHALL BE REFURBISHED OR REPLACED
HEARTH SHALL BE CAREFULLY
REMOVED
N.T.S.
EXISTING SLIDER, GASKETS/ SEALANTS SHALL
BE CAREFULLY REMOVED TO BARE MATERIAL.
HOLES TO BE CAREFULLY PATCHED AND STEEL
PRIMED AND PAINTED
EXISTING ELECTRICAL WIRES AND
DEVICE SHALL BE RELOCATED
INSIDE MECHANICAL STORAGE
A0.3
WEXLER HARRISON STEEL DEVELOPMENT
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
DA
TE
: 1
0.2
5.1
3
EX
IS
TIN
G P
HO
TO
GR
AP
HS
W
/ D
EM
O N
OT
ES
2
SC
AL
E: A
S N
OT
ED
SH
EE
T D
ES
CR
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PA
LM
S
PR
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, C
A 9
22
62
29
0 E
S
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MS
R
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R H
AR
RIS
ON
S
TE
EL D
EV
ELO
PM
EN
T
PR
OJE
CT
T
IT
LE
:
10
89
N
. P
AL
M C
AN
YO
N D
R., S
TE
. B
TE
L. 7
60
. 7
78
. 8
16
5
PA
LM
S
PR
IN
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, C
A 9
22
62
FA
X 7
60
. 4
06
. 7
94
6
EM
AIL
: o
ffice
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2a
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.co
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"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
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INTERIOR KITCHEN 2
SCALE: X" = 1'-0"
-
13
FOYER INTERIOR
-
14
ENTRY FOYER
-
15
DINING ROOM INTERIOR
-
16
CARPORT CONVERSION INTERIOR
-
BATHROOM 1 INTERIOR 1
-
CARPORT CONVERSION AT STORAGE INTERIOR
-
CARPORT CONVERSION BATHROOM INTERIOR
-
CARPORT CONVERSION INTERIOR 2
-
INTERIOR KITCHEN
-
BATHROOM 2 INTERIOR 1
-
BATHROOM 1 INTERIOR 3
-
BATHROOM 1 INTERIOR 2
-
ROOF EXTERIOR 1
-
ROOF EXTERIOR 2
-
ROOF EXTERIOR 3
17 18 19 20
21 22 23 24
25 26 27 28
APPROX. LOCATION OF EXISTING
STRUCTURAL STEEL BEAM AND
COLUMN TO REMAIN
EXISTING NON ORIGINAL WALL(S), CEILING, AND
OTHER BUILDING ELEMENTS SHALL BE REMOVED
EXISTING FIXTURES, CABINETS, AND TOLIET ALONG
WITH NON ORIGINAL WALLS, SHALL BE CAREFULLY
REMOVED
ORIGINAL STRUCTURAL STEEL BEAM TO REMAIN
EXISTING NON ORIGINAL WALLS
SHALL BE CAREFULLY REMOVED
ALL EXISTING BATH ROOM FIXTURES
AND COUNTER TOP SHALL BE
CAREFULLY REMOVED
EXISTING FLOORING SHALL BE
REMOVED TO SLAB
SHOWER PAN SHALL BE REMOVED AND CAREFULLY
REPLACED WITH CERAMIC TILING. SEE SHT A1.1; DET 2
CERAMIC TILING SHALL BE CAREFULLY REMOVED
AND REPLACED. SEE SHT A1.1; DET 2
ALL EXISTING BATH ROOM FIXTURES
SHALL BE REMOVED AND REPLACED
EXISTING FLOORING TO BE REMOVED
TO SLAB
SHOWER TILING SHALL BE
REMOVED AND REPLACED
SEE SHT A1.1; DET 2
EXISTING FIXTURES TO
BE REMOVED
EXISTING COUNTER TOP
SHALL BE REMOVED
EXISTING CABINETS SHALL
BE REMOVED
EXISTING CHIMNEY AND FIREPLACE SHALL BE
CAREFULLY DEMOLISHED. SEE SHT A0.2 PHOTO
#10 AND #12 FOR ADDITIONAL INFO
METAL PANELS WITH HOLE(S) SHALL
BE REPLACED
DAMAGED METAL ROOF PANEL SHALL BE
REPAIRED OR REPLACED TO MATCH EXISTING
WOODEN TRELLIS SYSTEM SHALL
BE CAREFULLY REMOVED
WIRING AND CONDUIT SHALL BE
CAREFULLY REMOVED
APPROX. LOCATION OF
EXISTING STRUCTURAL STEEL
BEAM AND COLUMN TO REMAIN
EXISTING MOUNTED A/C UNIT
AND CONDENSING UNIT SHALL
BE REMOVED
EXISTING NON ORIGINAL WALL(S)
AND ROOF(S) SHALL BE DEMOLISHED
EXISTING LIGHTING FIXTURE
SHALL BE REMOVED
SLIDING GLASS DOOR SHALL BE REMOVED AND REPLACED
WITH A FIXED GLASS PANEL. SEE SHT A1.1; DET 2
OPENING SHALL BE REPLACED
WITH A FIXED GLASS PANEL
SEE SHT A1.1; DET 2
SHADOW PANEL(S) SHALL BE
REFURBISHED AS REQUIRED
SEE SHT A1.1; DET 1 FOR
ADDITIONAL INFO
DRYWALL SHALL BE REMOVED AND REPLACED
WHERE DAMAGED OR ACCESS TO ELECTRICAL
DEVICE OR PLUMBING IS REQUIRED
EXISTING LIGHTING FIXTURE
SHALL BE REMOVED
OPENING TO BE REPLACED WITH A FIXED
GLASS PANEL SEE SHT A1.1; DET 2
PLUMBING WAISTLINE NEEDS TO CAPPED
ADJACENT TO SEWER LATERAL
CONTRACTOR AND ARCHITECT TO DETERMINE
IF CABINETS CAN BE REFURBISHED
CONTRACTOR SHALL THOROUGHLY CLEAN AND
ASSESS CONDITION OF DUCTING
CONTRACTOR AND ARCHITECT TO DETERMINE
IF TOILET AND CABINETS CAN BE REFURBISHED
EXISTING NON ORIGINAL CABINETS
SHALL BE DEMOLISHED
BATHROOM FIXTURES AND COUNTER TOP
IN THIS AREA SHALL BE CAREFULLY REMOVED
EXISTING KITCHEN FIXTURES
SHALL BE REMOVED
EXISTING TOLIET TO BE REMOVED
EXISTING COUNTER TOP
SHALL BE CAREFULLY REMOVED
DRYWALL SHALL BE REMOVED AND REPLACED
WHERE DAMAGED OR ACCESS TO ELECTRICAL
DEVICE OR PLUMBING IS REQUIRED
EXISTING COUNTER TOP
SHALL BE REMOVED
DRYWALL SHALL BE REMOVED AND REPLACED
WHERE DAMAGED OR ACCESS TO ELECTRICAL
DEVICE OR PLUMBING IS REQUIRED
A1.1DEMOLITION FLOOR PLAN W/ DEMOLITION NOTES
SCALE: 1/4" = 1'-0"
WEXLER HARRISON STEEL DEVELOPMENT
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
DA
TE
: 1
0.2
3.1
3
RE
MO
DE
LE
D P
LA
N W
/ D
EM
O P
LA
N
SC
AL
E: 1
/4
" =
1
'-0
"
SH
EE
T D
ES
CR
IP
TIO
N
PA
LM
S
PR
IN
GS
, C
A 9
22
62
29
0 E
AS
T S
IM
MS
R
OA
D
WE
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R H
AR
RIS
ON
S
TE
EL D
EV
ELO
PM
EN
T
PR
OJE
CT
T
IT
LE
:
10
89
N
. P
AL
M C
AN
YO
N D
R., S
TE
. B
TE
L. 7
60
. 7
78
. 8
16
5
PA
LM
S
PR
IN
GS
, C
A 9
22
62
FA
X 7
60
. 4
06
. 7
94
6
EM
AIL
: o
ffice
@o
2a
rch
.co
m
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
RC
HIT
EC
TU
RE
-
1
REMODELED FLOORPLAN W/ NOTES
SCALE: 1/4" = 1'-0"
-
2
HO
US
E I, P
HA
SE
I
A1.0
WEXLER HARRISON STEEL DEVELOPMENT
--
DA
TE
1.
No.
- - -5.
4.
3.
2.
-6.
SC
ALE
GR
ID
DR
AW
IN
G N
O.
DA
TE
: 1
0.2
3.1
3
RE
MO
DE
LE
D S
IT
E P
LA
N
SC
AL
E: 1
/4
" =
1
'-0
"
SH
EE
T D
ES
CR
IP
TIO
N
PA
LM
S
PR
IN
GS
, C
A 9
22
62
29
0 E
AS
T S
IM
MS
R
OA
D
WE
XLE
R H
AR
RIS
ON
S
TE
EL D
EV
ELO
PM
EN
T
PR
OJE
CT
T
IT
LE
:
10
89
N
. P
AL
M C
AN
YO
N D
R., S
TE
. B
TE
L. 7
60
. 7
78
. 8
16
5
PA
LM
S
PR
IN
GS
, C
A 9
22
62
FA
X 7
60
. 4
06
. 7
94
6
EM
AIL
: o
ffice
@o
2a
rch
.co
m
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THE
INFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERS
EXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."
o2 A
RC
HIT
EC
TU
RE
-
1
REMODELED SITE PLAN
SCALE: 1/4" = 1'-0"
HO
US
E I, P
HA
SE
I
-
2
MATERIAL LEGEND
SCALE: 1/4" = 1'-0"
-
3
STEEL GATE DETAIL
SCALE: 3/4" = 1'-0"
-
3
PLANT LEGEND
SCALE: 3/4" = 1'-0"
