P.L.

G

DW BFP

DW

2923 PICO BLVD.

(E) 1-STORY COMM.

ZONED-NC

APN: 4274-032-015

2929 PICO BLVD.

(N) 2-STORY COMMERCIAL

ZONE: NEIGHBORHOOD

COMMERCIAL

APN: 4274-032-025

SEE A3.00 FOR MORE INFO

& A0.90 FOR SITE INFO

P.L.

P.L.

P.L.

P.L.

ALLEY CENTERLINE

RAMP DN TO PARKING

STANDARD

TRUCK LOADING

(12'X30')

(4) SHORT TERM

BIKE PARKING

(E) CONC. CURB

DO

RC

HE

ST

ER

A

VE

NU

E

PICO BLVD.

2.01

100'-9"

10'-7"

15'-10 3/4"

2.062.06

2.06

2.03

2.03

2.06

2.06

(E) APRON TO

REMAIN

(E) 8" STREET TREE

152'-5"

(E) GUTTER

(E) 8" STREET TREE

7'-3 1/4"

5'-0"

(4) SHORT TERM

BIKE PARKING

ABV

ACC

ADJ

AFF

ALUM

@

BTWN

BLDG

BM

B.O.

BRD

BUR

CEM

CL

CLG

CLR

CMU

COL

CONC

CONST

CONT

DBL

D.G.

DIA

DIM

DN

DR

DS

DTL

DWGS

EA

EL (ELEV.)

ELEC

EQ

EQMT

EXT

(E)

FFL

FE

FEC

FH

FLR

FLUOR

FIN

F.O.S

F.O.F

F.O.P

FSR

GA

GALV

GC

GLAZ

GWB

H.C.

H.M.

HT

INS

INT

JT

LAM

LOC

MAX

MECH

MFC

MIN

MTL

N.I.C

NO.

(N)

O.A.E

O.C.

OPP

P.I.C.

PL

PLSTR

PLY

PNL

P.O.T.

PR

PTD

RAD

RE

REQ'D

RM

R.O.

(R)

S.C.

SCHED

S.D.

SECT

SIM

SPECS

S.S.

STL

STRUCT

STRUCT'L

TEMP

THK

THRU

T.O.

TYP

TPZ

U.N.O

VER

VIF

VNR

W/

W/O

WD

WNDW

W.P.

ABOVE

DISABLED ACCESS

ADJACENT

ABOVE FINISH FLOOR

ALUMINUM

AT

BETWEEN

BUILDING

BEAM

BOTTOM OF

BOARD

BUILT UP ROOF

CEMENT

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DOUBLE

DECOMPOSED GRANITE

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOUT

DETAIL

DRAWINGS

EACH

ELEVATION

ELECTRICAL

EQUAL / EQUAL TO

EQUIPMENT

EXTERIOR

EXISTING

FINISH FLOOR LEVEL

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HYDRANT

FLOOR

FLUORESCENT

FINISH

FACE OF STUD

FACE OF FINISH

FACE OF PLYWOOD

FLAME SPREAD RATING

GAUGE

GALVANIZED

GYPCRETE

GLAZING

GYPSUM WALL BOARD

HOLLOW CORE

HOLLOW METAL

HEIGHT

INSULATION

INTERIOR

JOINT

LAMINATED

LOCATION

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

METAL

NOT IN CONTRACT

NUMBER

NEW

OR APPROVED EQUAL

ON CENTER

OPPOSITE

POURED-IN-PLACE CONC.

PROPERTY LINE

PLASTER

PLYWOOD

PANEL

PATH OF TRAVEL

PAIR

PAINTED

RADIUS

REFER TO

REQUIRED

ROOM

ROUGH OPENING

RELOCATED

SOLID CORE

SCHEDULE

STORM DRAIN

SECTION

SIMILAR

SPECIFICATIONS

STAINLESS STEEL

STEEL

STRUCTURE

STRUCTURAL

TEMPERED

THICK

THROUGH

TOP OF

TYPICAL

TREE PROTECTION ZONE

UNLESS NOTED OTHERWISE

VERIFY

VERIFY IN FIELD

VENEER

WITH

WITHOUT

WOOD

WINDOW

WATERPROOFING

F FIXED

TBD TO BE DETERMINED

DEMO DEMOLITION/DEMOLISH

AC ASPHALT CONCRETE

CLF CHAIN LINK FENCE

GP GUIDE POST

A0.00

COVER SHEET

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT DESCRIPTION PLANNING / ZONING INFORMATION

APN/ PARCEL ID # : 4274-032-025

TRACT # : 7993

LOT : 299-304

ZONE : NEIGHBORHOOD COMMERCIAL (NC)

LOT AREA : 15,086 SF

BUILDING AREA : 18,854 SF

PROJECT F.A.R. : 1.25 MAX (18,858 SF) , 1.25 PROPOSED (18,854 SF)

HEIGHT LIMIT : 32', TWO-STORY MAXIMUM

REQUIRED PARKING : SEE TABLE >>>>

PLANNING APPROVAL : AA APPROVAL # (tbd) ARB APPROVAL # (tbd)

STANDARD LOADING SPACE REQ'D PER CODE: 30'x12'x14' (>7,500 SF) : PROVIDED

REFUSE/RECYCLE REQ'D PER CODE: 22'x13'-7"x10' : PROVIDED

PARTICIPANTS

OWNER

ARCHITECT GWYNNE PUGH

GWYNNE PUGH URBAN STUDIO

2800 28TH ST., STE.171

SANTA MONICA, CA 90405

T. (310) 396-4540

GWYNNE@GWYNNEPUGH.COM

ABBREVIATIONS

SCOPE OF WORK: CREATION OF A NEW 2-STORY 18,800 SF CORE AND SHELL

COMMERCIAL BUILDING OVER (2) LEVELS OF SUBTERRANEAN PARKING.

VICINITY MAP

NTS

DRAWING INDEX

DEVELOPMENT REVIEW SET - 7.28.17

MICHEL BOLOUR

REDDHILL LLC

12301 WILSHIRE BLVD STE 403

LOS ANGELES, CA 90025

T. (310) 826-2838 x12

BOLOURS@PACBELL.NET

BUILDING CODE ANALYSIS

GRID

ELEVATION

MARKER

ELEVATION

BULLET

SECTION

MARKER

CONSTRUCTION

TYPE

INTERIOR

ELEVATION

MARKER

DETAIL

MARKER

NORTH ARROW

(PLAN NORTH)

REVISION

DELTA

ROOM NAME &

NUMBER

DOOR NUMBER

WINDOW NUMBER

SMOKE DETECTOR

FIRE EXTINGUISHER

CEILING MOUNTED

EXIT SIGNAGE

WALL MOUNTED

EXIT SIGNAGE

WALL MOUNTED

MOTION SENSOR

CEILING MOUNTED

MOTION SENSOR

SECURITY CAMERA

SECURITY GATED

INTERCOM

SECURITY GATE

ALARM KEYPAD

ALARMED DOOR/

SECURITY GATE

FLOOR DRAIN (FD)

EXIT PATH OF TRAVEL.

SEE SHT. A1.20

ACCESSIBLE PATH

OF TRAVEL.

SEE A3.00 & A3.10

RESTROOM

ACCESSORY MARKER

KEYNOTE MARKER

A

N

1

X

X

100

000.0

000.A

S

FE

FD

12.01

AL

C4.1

P1

-

-

BD

C

A

-

-

01

A4.00

05

A5.00

X

SIGN TYPE MARKER

CONSTRUCTION TYPE: V-B FULLY-SPRINKLERED

BUILDING AREA (PER CBC 2016 SECTION 502) : 18,854 GROSS SF

1ST FLOOR AREA: 8,037 SF

1ST FLOOR OCCUPANCY TYPE : A2, M, B

2ND FLOOR AREA: 10,128 SF

2ND FLOOR OCCUPANCY TYPE : B

B1 SHOWER/LOCKERS: 167 SF

OCCUPANCY LOAD: 246 SEE TABLE >>>>

FIRE RATING (CBC 602.1 TABLE 601)

- PRIMARY STRUCTURAL FRAME =0 HR FR

- BEARING WALLS, EXTERIOR =0 HR FR

- BEARING WALLS, INTERIOR = 0 HR FR

- NON BEARING WALLS & PARTITIONS, INTERIOR = 0 HR FR

- WALL @ P.L. = 1 HR FR

- ROOF CONSTRUCTION & SECONDARY MEMBERS = 0 HR FR

- STAIR ENCLOSURE WALLS = 1-HR

- ELEVATOR WALLS = 1-HR

EGRESS WIDTH (CBC 2016 SECTION 1005.3.1)

UNIT 1: REQ'D: 0.2x50 = 10". MIN PROVIDED: 36"

UNIT 2: REQ'D: 0.2x50 = 10". MIN PROVIDED: 36"

UNIT 3: REQ'D: 0.2x27 = 5.4". MIN PROVIDED: 36"

UNIT 4: REQ'D: 0.2x20 = 4". MIN PROVIDED: 36"

2ND FLOOR: REQ'D: 0.3x99 = 29.7". PROVIDED: 36"

EXITS (CBC 2016 TABLE 1015.1) 2 EXITS REQ'D EA. SPACE. 2 EXITS PROVIDED, SEE PLANS.

EXIT TRAVEL DISTANCE (CBC 2016 TABLE 1016.1) REQ'D MAX 250', PROVIDED MAX ___'

REQUIRED VEHICULAR PARKING (SMMC 9.28.060) (SEE SHEETS A3.00-A3.10)

DESCRIPTION

AREA (SF)

PARKING

RATIO

SPACES REQUIRED

REST. (2EA<2500SF)

3973 1:300 13

RETAIL 1612 1:300 5

OFFICE12,066

1:300 40

MISC. (ELEC RM, SHOWERS)

504 0

TOTALS18,155

58 (61 PROVIDED)

OCCUPANT LOAD (CBC 2016 TABLE 1004.1.2)

DESCRIPTION

AREA (SF)

OCC. GROUP

OCC. LOAD

FACTOR

OCCUPANT

LOAD

GD FLR REST. UNIT 1 2400 A-2 1:15 50 MAX

GD FLR REST. UNIT 2 1573 A-2 1:15 50 MAX

GD FLR RETAIL UNIT 3 1612 M 1:60 27

GD FLR OFFICE UNIT 4 1974 B 1:100 20

2ND FLR OFFICE 9872 B 1:100 99

TOTAL 246

REQUIRED BICYCLE PARKING (SMMC 9.28.140 C)

DESCRIPTION RATE SHORT TERM LONG TERM PROVIDED

COMMERCIAL

1

4000

SF SHORT TERM

1

3000

SF LONG TERM

4 (MIN.) 4 (MIN.)

4 SHORT TERM

6 LONG TERM

OFFICE

1

8000

SF SHORT TERM

1

2000

SF LONG TERM

4 (MIN.) 4 (MIN.)

4 SHORT TERM

6 LONG TERM

M&P ENGINEER

ELEC. ENGINEER

STRUCT. ENGR.

ERIC PERCIC

E ENGINEERS

1238 7TH STREET

SANTA MONICA, CA 90401

TEL: (424) 272-6709

EPERCIC2@GMAIL.COM

FARSHID BEHSHID

IDG STRUCTURAL ENGINEERING

6040 N. FIGUEROA STREET

LOS ANGELES CA 90042

T. (323) 257-8854

FARSHID@IDGENG.COM

CIVIL ENGINEER

PLOT PLAN

NTS

SYMBOLS

FERMIN ROSARIO

M & G CIVIL ENGINEERING AND

SURVEYING347 S. ROBERTSON BLVD.

BEVERLY HILLS, CA 90211

TEL: (310) 659-0871

FERMIN@MGLANDSUR.COM

DONN CAMPBELL

E2DI

120 W. LIME AVE.

MONROVIA, CA 91016

TEL: (626) 359-7231

DMCAMPBELL@E2DI.NET

PARKING ANALYSIS

B1 B2

ADA SPACES 4 0

COMPACT (40%=24 MAX)

0 14

STANDARD 22 21

LEVEL TOTAL 26 35

TOTALS 61

Sheet List Table

Sheet Number Sheet Title

A0.00 COVER SHEET

A0.10 LAND TITLE SURVEY

A0.90 SITE PLAN

A2.00 SITE DEMOLITION PLAN

A3.00 B2 PLAN

A3.10 B1 PLAN

A3.20 1ST FLOOR PLAN

A3.30 2ND FLOOR PLAN

A3.40 ROOF PLAN

A4.00 ELEVATIONS

A4.10 ELEVATIONS

A5.00 SECTIONS

A5.10 SECTIONS

PROJECT SITE

A0.10

SURVEY

LAND TITLE

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 3/32" = 1'-0"

01

LAND TITLE SURVEY

-

N

PLAN

NORTH

P.L.

G

FW

B

FP

DW BFP

DW

2929 PICO BLVD.

(N) 2-STORY COMMERCIAL

ZONE: NEIGHBORHOOD COMMERCIAL

APN: 4274-032-025

SEE A3.00 FOR MORE INFO

LOT COVERAGE

LOT AREA

FOOTPRINT

COVERAGE

SETBACKS

0'-0" @ REAR

0'-0" @ SIDE YARDS

0'-0" @ FRONT

15,086 SF

8,766 SF

58%

P.L.

P.L.

P.L.

P.L.

ALLEY CENTERLINE

5'-0

"

RAMP DN TO

SUBT. PKG.

5'-0

"

0

STANDARD TRUCK

LOADING

(12'x30'x14')

20

'-0

"

(4) SHORT TERM

BIKE PARKING

6'-4

"

8'-1

0"

(E) CONC. CURB

(E) GUTTER

PLAN KEY

ACCESSIBLE PATH

OF TRAVEL

(168.12') (166.56') (165.8') (164.87') (164.06')

(164.15')

(164.60')

(164.9')

(165.7')

(165.78')

(166.03')

166.71(167.40)

(168.25')

(169.37')

(166.24')

(168.53')

(168.53')

RA

MP

DN

DN

RA

MP

DN

TRASH ENCLOSURE W/

MOTION ACTIVATED LIGHTING

(22'x13'-1")

5'x5' HVO TRIANGLE

SHALL BE KEPT CLEAR OF

OBSTRUCTIONS OVER 24"

PURSUANT TO S.M.M.C.

SECTION 9.21.180

DO

RC

HE

ST

ER

A

VE

NU

E

PICO BLVD.

AVERAGE NATURAL GRADE

(165.78' + 169.37' + 168.12'+ 164.06') / 4 = 166.83'

6'-4"

BLDG. ABV. SHOWN

DASHED

1

0

'

-

0

"

1

0

'

-

0

"

FENCE THE TPZ AS SHOWN WITH A 6' CHAIN LINK FENCE

TO PREVENT WOUNDS TO THE TREE AND SOIL

COMPACTION WITHIN THE ROOT ZONE. ADD 4" MULCH AS

REQUIRED. POST THE FENCE WITH A SIGN STATING:

"TREE PROTECTION ZONE - KEEP OUT"

2.05

-

2.05

-

2.01

20

'-0

"

10

'-7

"

3.04

3.04

42" HIGH CONC. WALL

16

'-1

1"

3.02

3.02

3.02

2.062.06

2.06

2.03

2.03

2.06

2.06

3.04

(E) APRON TO REMAIN

5.03

3.03

3.03

(E) 8" STREET TREE(E) 8" STREET TREE

2923 PICO BLVD.

(E) 1-STORY COMM.

ZONED-NC

APN: 4274-032-015

1'-6

"

2"

2'-9"

16

'-5

"

5'-0

"

22'-0"

13

'-1

"

(E) POWER POLE TO BE

REMOVED, SEE A2.00

(E) POWER POLE TO BE

REMOVED, SEE A2.00

5'-0" X 5'-0" HVO TRIANGLE

.2

.0

5

(164.57') (164.11')

UP 2%

0%7%20%

(164.57')(163.03')

10

'-0

"

10' EXTENDED

BIKE PARKING

13

'-0

"

5.01

TYP

SECURITY DOOR

SECURITY DOOR

3.04

9'-6

"

R

3

0

'-

0

"

R

3

0

'-

0

"

7.5

0

BLDG. ABV. SHOWN

DASHED

2'-0"

6'-0"

5.01

TYP

8.04

3.06

3.06

16.00

3.02

3.06

1. OWNER IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE TO OFFSITE IMPROVEMENTS

CAUSED BY CONSTRUCTION. CALL PUBLIC WORKS INSPECTOR FOR INSPECTION OF

OFFSITE IMPROVEMENTS AT SUBSTANTIAL COMPLETION OF ONSITE WORK AT

(310)458-8737.

2. ALL LABOR, EQUIP., AND MATERIAL REQUIRED FOR OFF-SITE IMPROVEMENTS ARE

THE RESPONSIBILITY OF THE DEVELOPER.

3. NO WORK SHALL BE DONE WITHIN THE PUBLIC RIGHT OF WAY WITHOUT THE PRIOR

APPROVAL AND PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS,

ADMINISTRATIVE SERVICES, ROOM 113.

4. ALL OFFSITE WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD

SPECIFICATIONS/DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, CURRENT

EDITION AS AMENDED BY THE CITY OF SANTA MONICA AND CITY OF SANTA MONICA

STANDARDS.

5. ALL SURVEY POINTS SHALL BE PROTECTED OR RE-ESTABLISHED IF THEY ARE

REMOVED, DAMAGED, OR DESTROYED DURING CONSTRUCTION.

6. NEW PROPOSED IMPROVEMENTS SHALL NOT OBSTRUCT DRAINAGE OR DRAIN INTO

NEIGHBORING PROPERTIES.

7. WATER SHALL BE DRAINED AWAY FROM THE FOUNDATION AND SHALL BE

MITIGATED FORM PERMEATING INTO FOUNDATION WALL AND FOOTING OF THE

NEW PROPOSED IMPROVEMENTS.

8. NO CONSTRUCTION MATERIAL WILL BE STORED IN THE PUBLIC RIGHT OF WAY.

9. POLLUTED RUNOFF (INCLUDING RUNOFF CONTAINING SEDIMENTS AND/OR

CONSTRUCTION WASTES) FROM A CONSTRUCTION PARCEL SHALL NOT LEAVE THE

PARCEL.

10. ANY SEDIMENT OR OTHER MATERIALS THAT ARE TRACKED OFF THE PARCEL BY

VEHICLES AND EQUIPMENT SHALL BE REMOVED THE SAME DAY AS THEY ARE

TRACKED OFF THE PARCEL.

11. NO WASHING OF CONSTRUCTION OR OTHER VEHICLES SHALL BE ALLOWED

ADJACENT TO A CONSTRUCTION PARCEL.

12. WHERE DETERMINED TO BE NECESSARY BY THE DIRECTOR OF THE

DEPARTMENT OF PUBLIC WORKS OR HIS OR HER DESIGNATED REPRESENTATIVE,

A TEMPORARY SEDIMENT CONTROL BMP SHALL BE INSTALLED.EROSION DRAINAGE

CONTROLS SHALL BE UTILIZED DEPENDING ON THE EXTENT OF PROPOSED

GRADING AND TOPOGRAPHY OF THE PARCEL TO PREVENT RUNOFF.

13. PLASTIC COVERING SHALL BE UTILIZED TO PREVENT EROSION OF AN

OTHERWISE UNPROTECTED AREA, E.G. EXPOSED OR OPEN TO ELEMENTS, ALONG

WITH TREATMENT CONTROL BMP'S TO INTERCEPT AND SAFELY CONVEY THE

RUNOFF TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM.

SITE NOTES TREE PROTECTION ZONE GUIDELINES

1. TREES WITHIN THE PUBLIC RIGHT-OF-WAY MAY NOT BE REMOVED FOR ANY REASON AND ARE TO BE

PROTECTED FROM INJURY OR DAMAGE DURING CONSTRUCTION. THIS TREE IS A SIGNIFICANT TREE

IN THE CITY OF SANTA MONICA. PRUNING SHALL ONLY BE DONE BY CITY TREE TRIMMERS TO

PROVIDE CLEARANCE FOR CONSTRUCTION ACTIVITIES. ALL QUESTIONS REGARDING STREET TREES

ARE TO BE DIRECTED TO THE COMMUNITY FORESTER.

2. THE TYPICAL TPZ SHOULD ENCOMPASS THE CANOPY PLUS AN ADDITIONAL RADIAL WIDTH OF TEN

FEET (10'). HOWEVER, SINCE THESE CONDITIONS ARE UNIQUE, THE APPLICATION SHOULD BE

EVALUATED WITH THE FINAL LIMITS OF THE TPZ BEING ESTABLISHED BY THE COMMUNITY

FORESTER.

3. MULCH THE ENTIRE AREA OF THE TPZ IN AN EFFORT TO IMPROVE THE GROWING ENVIRONMENT FOR

THE ROOTS. DURING CONSTRUCTION PHASE MAINTAIN A FOUR TO SIX INCH LAYER OF CHIP MULCH

OVER THE SOIL SURFACE TO REDUCE SOIL COMPACTION, IMPROVE AERATION, ENHANCE MOISTURE

RETENTION AND REDUCE TEMPERATURE EXTREMES. MULCH GENERALLY CONSISTS OF SHREDDED

LEAVES OR BARK, PINE STRAW, PEAT MOSS, WOOD CHIPS OR COMPOSTED GREENWASTE.

4. FENCE THE TPZ WITH SUITABLE FENCING MATERIAL TO PREVENT WOUNDS TO THE TREE AND SOIL

COMPACTION WITHIN THE ROOT ZONE. POST THE FENCE WITH A SIGN STATING “TREE PROTECTION

ZONE - KEEP OUT”. NO STAGING TO OCCUR WITHIN THE TPZ.

5. SHOULD IT BE NECESSARY TO TRENCH WITHIN THE TPZ ALL TRENCHES SHALL BE HAND DUG. NO

ROOTS LARGER THAN TWO INCHES (2”) SHALL BE CUT UNLESS NO OTHER ALTERNATIVE IS FEASIBLE.

ALL SMALLER ROOTS THAT REQUIRE CUTTING SHALL BE CUT WITH PRUNING SAWS. CUTS SHALL BE

MADE FLUSH WITH THE SIDE OF THE TRENCH. IF AT ANY TIME TWENTY-FIVE PERCENT (25%) OF THE

AREA WITHIN THE TPZ IS BEING SEPARATED FROM THE TREE BY A TRENCH, THEN THE LINE SHALL BE

EITHER RELOCATED OR INSTALLED BY BORING.

6. REMOVAL OF HARDSCAPE MATERIALS FROM WITHIN THE TPZ SHALL BE DONE MANUALLY.

7. THE MINIMUM DISTANCE BETWEEN AN OPEN TRENCH AND ANY TREE SHALL BE BETWEEN SIX INCHES

(6”) TO ONE FOOT (1') FOR EVERY INCH OF TRUNK DIAMETER MEASURED AT FOUR AND A HALF FEET

(4 ½') ABOVE EXISTING GRADE, DEPENDING ON THE SPECIES OF TREE. MINIMUM CLEARANCE SHALL

BE TEN FEET (10') FROM THE TRUNK OF THE TREE.

8. IN THE EVENT ROOT PRUNING IS REQUIRED TO ACCOMMODATE GRADE CHANGES OR THE

INSTALLATION OF HARDSCAPE FEATURES THE ROOT PRUNING PROCEDURES DESCRIBED IN THIS

OUTLINE SHOULD BE FOLLOWED.

9. AT NO TIME SHALL ANY EQUIPMENT, MATERIALS, SUPPLIES OR FILL SOIL BE ALLOWED IN THE TPZ

UNLESS NECESSARY.

10. PRUNE AND FERTILIZE THE TREES AFTER THE COMPLETION OF ALL EXTERIOR WORK ON THE

BUILDING AND AT THE BEGINNING OF THE LANDSCAPE PHASE.

11. CALL THE COMMUNITY FORESTERS OFFICE TO SET A SITE VISIT TO DETERMINE THE EXACT

LOCATION OF THE TPZ FENCE BEFORE START OF WORK. (310) 458-8974

12. ALL QUESTIONS REGARDING THE CITY TREE ADJACENT TO YOUR PROJECT MAY BE DIRECTED TO

THE COMMUNITY FORESTER, WALT WARRINER AT (310) 458 - 8974.

14. EROSION DRAINAGE CONTROLS SHALL BE UTILIZED DEPENDING ON THE EXTENT

OF PROPOSED GRADING AND TOPOGRAPHY OF THE PARCEL TO PREVENT RUNOFF.

15. ALL SITE UTILITIES SHALL BE CONSTRUCTED UNDERGROUND TO THE NEAREST

OFFSITE UTILITY POLE. CONTRACTOR/DEVELOPER HAS MADE ARRANGEMENTS

WITH THE UTILITY COMPANIES TO PLACE ALL OVERHEAD UTILITIES

UNDERGROUND.

16. PRIOR TO COMMENCING ANY UNDERGROUND UTILITY WORK, OBTAIN SEPARATE

UTILITY EXCAVATION PERMITS AND STREET USE PERMITS FOR UTILITY

EXCAVATION. CONTACT PW ADMINISTRATIVE SERVICES, ROOM 113.

17. THE CITY STRONGLY URGES THE APPLICANT TO INSPECT THE EXISTING SEWER

CONNECTION. IF THE CONNECTION IS DAMAGED OR OVER 30 YEARS OLD, THE

CITY RECOMMENDS THAT THE APPLICANT SHOW ON THE PLANS THE

CONSTRUCTION OF A NEW 6-INCH DIAMETER VCP SANITARY SEWER CONNECTION

FROM PROPERTY LINE TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF

SANTA MONICA STANDARDS. (SEWER PERMIT REQUIRED).

18. OWNER/CONTRACTOR TO COMPLY WITH THE UTILITY DIVISION CROSS

CONNECTION GUIDELINES., PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,

CROSS CONNECTION CONTROL INSPECTION MUST BE COMPLETED. CONTACT THE

CITY WATER DIVISION AT 310 458-8535.

19. PRIOR TO INSTALLATION OF ANY CROSS-CONNECTION DEVICE, PLEASE

CONTACT THE CITY'S CROSS-CONNECTION INSPECTOR AT (310) 458-8535.

20. IF FIRE SPRINKLERS ARE REQUIRED TO BE INSTALLED OR ALTERED BY BUILDING

AND SAFETY AND/OR FIRE DEPARTMENT, CONTRACTOR SHALL INSTALL A DOUBLE

CHECK DETECTOR ASSEMBLY ON SITE AND ABOVE GROUND PER CITY STANDARDS,

THE LOCATION OF WHICH SHALL BE READILY ACCESSIBLE TO ALL CITY AGENCIES.

THE DCDA REQUIRES 3'X8' CLEAR SPACE.

21. PRIOR TO BACKFILLING OR COVERING UP ANY URBAN RUNOFF MITIGATION

RELATED EXCAVATIONS AND/OR STRUCTURES, CONTACT THE CITY URBAN

RUNOFF COORDINATOR AT 310 458-8223 FOR INSPECTION.

22. THE SITE MUST COMPLY WITH SMMC CHAPTER 7.10.060 URBAN RUNOFF

POLLUTION ORDINANCE FOR CONSTRUCTION ACTIVITIES AND TEMPORARY BMPS.

23. SOUTHERN CALIFORNIA GAS EQUIPMENT INCLUDING METERS, AND ALL

SOUTHERN CALIFORNIA EDISON EQUIPMENT AN INFRASTRUCTURE, INCLUDING

TRANSFORMERS, POLES, AND VAULTS, SHALL BE SHOWN ON PLANS, LOCATED

ENTIRELY ON PRIVATE PROPERTY, AND DESIGNED PER SCG.SCE REQUIREMENTS.

NO EQUIPMENT OR INFRASTRUCTURE SERVING THIS PROPERTY WILL BE

PERMITTED IN THE PUBLIC RIGHT OF WAY.

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A0.90

SITE PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

N

PLAN

NORTH

SCALE:REF: 1/8" = 1'-0"

01

SITE PLAN

-

D

EM

O (E

) C

ON

C.

SID

EW

ALK

REMOVE (E) CONC DRIVEWAY

REMOVE (E) 1-STORY

COMMERCIAL BUILDING

& ALL FOOTINGS ETC,

TYP.

REMOVE (E) 6' HIGH CLF

0.64' E'LY OF PL

REMOVE (E) 6' HIGH

BLOCK WALL

REMOVE (E) GATE

REMOVE (E) CONC

PARKING SURFACE

(E) 1-STORY

COMMERCIAL

BUILDING

PROTECT DURING

CONSTRUCTION

REMOVE (E) 6' HIGH

BLOCK WALL

REMOVE (E) AC

PARKING SURFACE

REMOVE (E) GATE

REMOVE (E) AC

PARKING SURFACE

REMOVE (E) 6' HIGH CLF

ON PL

REMOVE (E) GATE

REMOVE (E) 6' HIGH CLF

ON PL

REMOVE (E) CANOPY &

SUPPORT COLUMNS

REMOVE (E) CONC

PARKING SURFACE

REMOVE (E) 6' HIGH

BLOCK WALL

REMOVE (E) AC

PARKING SURFACE

REMOVE (E) GPREMOVE (E) GP

REMOVE (E) GP

REMOVE (E) GP

REMOVE (E) GP

REMOVE (E) GP

REMOVE (E) 6' HIGH CLF ON PL

REMOVE (E) GP

REMOVE (E) CONC

PLANTER & CURB

169.37

165.78

165.47

164.06

168.11

168.60

164.60

165.89167.48

169.45

164.87

165.87

PICO BLVD.

DO

RC

HE

ST

ER

A

VE

.

ALLEY

CL

POR. OF

LOT 299

TR. 7993

M.B. 98-89-91

LOT 300LOT 301LOT 302LOT 303LOT 304

REMOVE (E) LIGHT POLE

REMOVE (E) LIGHT POLE

REMOVE (E) LIGHT POLE

33'-6"

42'-3"

8'-1

1"

63'-4"

149'-1"

100'-0"

152'-5"

REMOVE (E) AC

PARKING SURFACE

P.L.

P.L.

P.L.

P.L.

A2.00

DEMOLITION PLAN

SITE

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

DEMOLITION PLAN

-

N

PLAN

NORTH

C

C

C

C

C

C

C

C

C

C

C

C

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01

A4.10

01

A4.00

02

A4.10

02

A4.00

15'-6" 29'-3" 27'-9" 27'-9" 27'-9" 15'-4"

01

A5.10

02

A5.10

01

A5.00

02

A5.00

143'-4"

20'-8 1/2"

10'-2"

20'-4 1/2"

30'-10"

82'-1"

S S S S S

SS

S SS SS S S

SS

SS

SS

S

CC

25'-0"

25'-0"

25'-0"

24-35

20'-0"

1

2

3

4

5

6

7 8 9 10 11 12 13 14 15 16 17 18

19

20

21

22

23

SUBT. PKG.

B2-100

145.50'

3.05

14.00

MECHANICAL

B2-101

STAIR 1

STAIR 2

TYP.

3.05

TYP.

3.01

TYP.

PARKING SPACE DIMENSION KEY

SPACES MARKED "S" (STANDARD): 18'X8'-6"

SPACES MARKED "C" (COMPACT): 15'X7'-6"

15'-0"

15'-0"

7'-6"

18'-0"

8'-6"

4'-4"

3'-3"

3'-1"

3'-1"

3'-0"

3'-0"

B2 GROSS AREA 12,762 SF

B2-100 12,206

B2-101 65

B2 NET AREA 12,271

OPTIONAL MECH. AREA,

AS NEEDED

FLOOR DRAIN AS REQ'D

AT RAMP BASE

RAMP UP

TO LVL B1,

SEE A3.10

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A3.00

B2 PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

B2 PLAN

-

N

PLAN

NORTH

SS

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01

A4.10

01

A4.00

02

A4.10

02

A4.00

15'-6" 29'-3" 27'-9" 27'-9" 27'-9" 15'-4"

01

A5.10

02

A5.10

01

A5.00

02

A5.00

143'-4"

20'-8 1/2"

10'-2"

20'-4 1/2"

30'-10"

82'-1"

S S S S S

SS

S SS SS S S

SS

SS

SS

RAMP UP

RAMP DN

TO LVL B2,

SEE A3.00

4 ADA

25'-0"

25'-11"

(10) LONG

TERM BIKE

LOCKERS IN

SECURE

FENCED AREA

25'-0"

RIDESHARE/VANPOOL

EV CHARGING

EV CHARGING

20'-0"

P.L.

P.L.

P.L.

P.L.

SUBT. PKG.

B1-100

154.83'

3.05

14.00

MECHANICAL

B1-101

STAIR 1

STAIR 2

TYP.

3.05

TYP.

3.01

TYP.

LOCKERS

B1-102

SHOWER

B1-103

PARKING SPACE DIMENSION KEY

SPACES MARKED "S" (STANDARD): 18'X8'-6"

SPACES MARKED "C" (COMPACT): 15'X7'-6"

3'-1"

3'-1"

3'-0"

18'-0"

8'-6"

8'-0" 9'-0"8'-0" 9'-0"

4'-9"

3'-8"

4'-4"

9'-0" 9'-0"

18'-3"

9'-5"

8'-6"

18'-0"

10'-1"

35'-6"

B1 GROSS AREA 12,762 SF

B1-100 12,039

B1-101 65

B1-102 106

B1-103 61

B1 NET AREA 12,271

1

2

3

4

5

6

7 8 9 10 11 12 13 14 15 16 17 18

19

20

21

22

OPTIONAL MECH. AREA,

AS NEEDED

FLOOR DRAIN AS REQ'D

AT RAMP BASE

OPTIONAL MECH. AREA,

AS NEEDED

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A3.10

B1 PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

B1 PLAN

-

N

PLAN

NORTH

P.L.

G

FW

B

FP

DW BFP

DW

ALLEY C

L

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01

A4.10

01

A4.00

02

A4.10

02

A4.00

15'-6" 29'-3" 27'-9" 27'-9" 27'-9" 15'-4"

01

A5.10

02

A5.10

01

A5.00

02

A5.00

143'-4"

20'-8 1/2"

10'-2"

20'-4 1/2"

30'-10"

82'-1"

14.00

MECH.

105

STAIR 1

STAIR 2

3.00

TYP.

RROOM

108

RROOM

107

2400 SF

1974 SF1573 SF

222 SF

168.53'

3.00

TYP.

3.00

TYP.

UNIT 1

101

UNIT 2

102

UNIT 4

104

ELEC

100

LOBBY

106

164.66'

16.00

168.53'

168.49'

168.53'

168.49'

168.53'

166.24'

166.20'

166.24'

166.20'

REFUSE/

RECYCLE

164.66

164.62

166.24'

168.53'

168.53'

168.49'

5.00

TYP.

5'-0"

SETBACK

(DASHED)

5'-0"

SE

TB

AC

K

LINE OF BLDG. ABV.

LINE OF BLDG. ABV.

5.06

ABV.

5.06

ABV.

NOTE:

SEE A0.90 FOR

MORE SITE INFO

NOTE:

SEE A0.90 FOR

MORE SITE INFO

P.L.

P.L.

P.L.

P.L.

27'-1"27'-1"44'-2"

60'-1"

57'-3"

57'-3"

14'-10"

14'-11"

168.53'

31'-6"

35'-2"

41'-7"

1612 SF

UNIT 3

103

168.53'

3.00

TYP.

F1 GROSS AREA 8,396 SF

100 222

101 2,400

102 1,573

103 1,612

104 1,974

105 37

106 109

107 55

108 55

F1 NET AREA 8,037

TOTAL GROSS AREA 18,854 SF

F1 8,037

F2 10,128

TOTAL NET AREA 18,155

F2 GROSS AREA 10,458 SF

200 9,872

201 31

202 115

203 55

204 55

F2 NET AREA 10,128

42'-0"

14'-3"

MIN. AVE. DEPTH REQUIREMENT:

60% OF 142'-4" = 85'-4" MAX FRONTAGE LESS THAN 40'

14'-3" PROVIDED (SEE DIMS)

168.53'

168.49'

168.53'

168.49'

168.53'

168.49'

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A3.20

1ST FLOOR PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

1ST FLOOR PLAN

-

N

PLAN

NORTH

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01

A4.10

01

A4.00

02

A4.10

02

A4.00

15'-6" 29'-3" 27'-9" 27'-9" 27'-9" 15'-4"

01

A5.10

02

A5.10

01

A5.00

02

A5.00

143'-4"

20'-8 1/2"

10'-2"

20'-4 1/2"

30'-10"

82'-1"

14.00

MECH.

201

STAIR 1

STAIR 2

UNIT 1

200

LOBBY

202

183.00'

RROOM

204

RROOM

203

TYP.

5.06

2'-0"

5'-0"

SETBACK

5.06

2'-0"

TYP.

5.08

TYP.

5.08

TYP.

5.06

TYP.

5.05

TYP.

8.03

TYP.

8.01

TYP.

5.00

14.01

TYP.

7.01

TYP.

7.01

TYP.

15.05

5'-0"

SE

TB

AC

K

14.01

76'-1"

141'-6"

F2 GROSS AREA 10,458 SF

200 9,872

201 31

202 115

203 55

204 55

F2 NET AREA 10,128

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A3.30

2ND FLOOR PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

2ND FLOOR PLAN

-

N

PLAN

NORTH

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

G

DW BFP

DW

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01

A4.10

01

A4.00

02

A4.10

02

A4.00

15'-6" 29'-3" 27'-9" 27'-9" 27'-9" 15'-4"

01

A5.10

02

A5.10

01

A5.00

02

A5.00

143'-4"

20'-8 1/2"

10'-2"

20'-4 1/2"

30'-10"

82'-1"

2%

2%

2%

2%

2%

2%

2%

7.00

TYP.

7.00

TYP.

7.01

TYP.

P.L.

P.L.

P.L.

P.L.

27000 KWH

(ANNUAL)

SOLAR

ARRAY (TBD)

2%

2%

2%

2%2%

2%

2% 2%

5'-0 1/2"

TYP.

7.01

TYP.

15.00

TYP.

5.02

TYP.

5'-0"

SETBACK

(DASHED)

TYP.

5.05

TYP.

5.08

TYP.

5.06

5'-0"

SE

TB

AC

K

TYP.

5.06

TOTAL ROOF AREA: 10,770 SF

MECH. AREA: 1,341 SF

MECH. COVERAGE: 12.5%

STAIR AREA: 150 SF

STAIR COVERAGE: 1.4%

7'-10"

19'-0"

10'-10"

23'-6"

14'-1"

29'-2"

23'-0"

29'-2"

5'-11"

A3.40

ROOF PLAN

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

N

PLAN

NORTH

SCALE:REF: 1/8" = 1'-0"

01

ROOF PLAN

-

1.0 2.0 3.0 4.0 5.0 6.0 7.0

02

A4.10

02

A4.00

01

A5.10

02

A5.10

15'-7" (182.41')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

P.L.

5.06

10.02

TYP.

4.00

5.05

TYP.

4.00

4.00

8.02

TYP.

2'-0"

5.08

5.02

TYP.

8.00

8.00

8.01

P.L.

5'-0" SETBACK

9.02 9.02

8.00

5.06

5.08

5.08

TYP.

9.00

TYP.

10.03

5.09

TYP.

10.02

TYP.

TYP.

9.02

10.01

5.00

8.02

TYP.

8.02

TYP.

TYP.

TYP.

TYP.

8.01

TYP.

9.01

9.01

9.01

9.01

16.01

16.01

TYP.

16.02

16.03

TYP.

ABCDE

01

A4.10

01

A4.00

01

A5.00

02

A5.00

4

5

.

0

0

°

15'-7" (182.41')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

5'-0" SETBACK

9.00

TYP.

5.09

TYP.

3.06

TYP.

5.00

4.00

17'-0 3/4"

5.02

TYP.

8.02

TYP.

10.02

TYP.

P.L.

P.L.

ALLE

Y C

EN

TE

RLIN

E

R

E

S

I

D

E

N

T

I

A

L

D

A

Y

L

I

G

H

T

P

L

A

N

E

4.00

10.00

8.00

5.06

9.02

5.08

TYP.

8.01

TYP.

10.01

9.01

8.00

16.01

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A4.00

ELEVATIONS

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

SOUTH ELEVATION

-

SCALE:REF: 1/8" = 1'-0"

02

EAST ELEVATION

-

SOUTH ELEVATION TRANSPARENT FACADE CALCULATION

TOTAL FACADE AREA FROM 2'-6" TO 8'-0": 785 SF

TRANSPARENT FACADE FROM 2'-6" TO 8'-0": 646 SF

% TRANSPARENT FACADE FROM 2'-6" TO 8'-0": 82.3%

SCALE:REF: 1/16"=1'-0"

03

PICO BLVD - TRANSPARENT FACADE CACULATION

-

1.02.03.04.05.06.07.0

02

A4.10

02

A4.00

02

A5.10

01

A5.10

15'-7" (182.41')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

9.00

TYP.

5.00

TYP.

5.08

8.01

5'-0"

2'-0"

3'-4"

5.02

TYP.

5.09

TYP.

P.L.

P.L.

1'-0"

9.00

3.06

4.004.00

3.06

3.06

8.04

9.03

TYP.

A B C D E

01

A4.00

01

A4.10

01

A5.00

02

A5.00

15'-7" (182.41')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

9.00

17'-1" (MIN.,VARIES)

7'-0"

5'-0"

5.02

TYP.

4.00

1'-0"

5.08

P.L.

P.L.

TYP.

5.09

TYP.

3.06

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A4.10

ELEVATIONS

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

NORTH ELEVATION

-

SCALE:REF: 1/8" = 1'-0"

02

WEST ELEVATION

-

1.0 2.0 3.0 4.0 5.0 7.0

02

A4.10

02

A4.00

6.0

01

A5.10

02

A5.10

15'-7" (183.00')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

-12'-7" (154.83')

FLOOR B1

-21'-11" (145.50')

FLOOR B2

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

TYP.

5.02

TYP.

5.06

5'-0"

P.L.

P.L.

2'-0"

TYP.

3.01

TYP.

8.03

UNIT 1

101

UNIT 2

102

UNIT 3

103

UNIT 1

200

SUBT. PKG.

B1-100

SUBT. PKG.

B2-100

UNIT 4

104

1.02.03.04.05.06.07.0

02

A4.10

02

A4.00

01

A5.10

02

A5.10

15'-7" (183.00')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

-12'-7" (154.83')

FLOOR B1

-21'-11" (145.50')

FLOOR B2

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

TYP.

5.02

TYP.

5.00

5.08

5.06

P.L

.

P.L

.

2'-6"

5'-0"

4'-0"

2'-0"

TYP.

3.01

UNIT 1

200

SUBT. PKG.

B1-100

SUBT. PKG.

B2-100

164.10'

22'-0" @ 7% SLOPE

43'-4" @ 20% SLOPE

163.03'

154.36'

154.06'154.60'

154.77'

5'-0"

@7%

146.15'

145.78'

43'-5" @ 20%

5'-10"

@ 7%

8'-0

"7'-5"

7'-5"

NOTE: GARAGE TO HAVE

MIN. 7'-0" CLEARANCE

@ ALL AREAS, TYP.

164.57' 164.57'

5'-0"

@ 7%

154.60'

8

'-2

"

8

'-4

"

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A5.00

SECTIONS

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

SECTION

-

SCALE:REF: 1/8" = 1'-0"

02

SECTION

-

A B C D E

01

A4.00

01

A4.10

01

A5.00

02

A5.00

15'-7" (183.00')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

-12'-7" (154.83')

FLOOR B1

-21'-11" (145.50')

FLOOR B2

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

5'-6"

15.00

5.06

17'-0"

3.01

UNIT 1

200

SUBT. PKG.

B1-100

SUBT. PKG.

B2-100

UNIT 1

101

ABCDE

01

A4.10

01

A4.00

01

A5.00

02

A5.00

15'-7" (183.00')

FLOOR 2

-0'-7" (166.24')

FLOOR 1A

(166.83')

A.N.G.

32'-0" (198.83')

ROOF

1'-8 1/2" (168.53')

FLOOR 1B

-12'-7" (154.83')

FLOOR B1

-21'-11" (145.50')

FLOOR B2

39'-0" (205.83')

T.O. STAIRWELL

36'-0" (202.83')

T.O. MECH SCREEN

5.08

5.00

14.00

TYP.

5.02

3.01

15'-10 1/2"

16'-10 1/2"

1'-5 1/2"

5'-10"

5'-0"

3.01

3.06

UNIT 1

200

SUBT. PKG.

B1-100

SUBT. PKG.

B2-100

UNIT 4

104

KEYNOTES

NOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALL

LIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS

02 - SITE CONSTRUCTION

2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, AND

ASSOCIATED MATERIAL AS

NECESSARY. CAP ALL LINES.

EXCAVATE FOR SUBT. PARKING.

2.01 (E) CURB CUT TO BE REMOVED. (N)

CURB CUT PER PLAN/SM STANDARDS

2.02 (E) SIDEWALKS TO REMAIN

2.03 (E) STREET SIGN TO REMAIN

2.04 (E) TREE TO REMAIN

2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TO

MATCH ADJACENT WHERE (E)

CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TO

REMAIN U.N.O., PROTECT DURING

CONSTRUCTION

03 - CONCRETE

3.00 CONC. FLOOR BROOM FINISH

3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS

3.02 CONCRETE PLANTER PER DETAILS

3.03 CONCRETE STAIR/RAMP PER DETAILS

3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS

3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.

3.06 CONCRETE SITE WALL

04 - MASONRY

4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS

5.00 STEEL COLUMNS/BEAMS, SSD

5.01 STEEL BOLLARD PER DETAILS

5.02 MECH SCREEN PER DETAILS

5.03 STEEL HAND/GUARDRAILS, PTD.

5.05 AL. LOUVER SYSTEM PER DETAILS

5.06 ALUMINUM CLAD CANOPY PER DTLS

5.07 STEEL STAIR PER DETAILS

5.08 AL. PROJECTED BOX WINDOW FRAME

5.09 GSM PARAPET CAP

5.10 MESH SCREEN @ CANOPIES, TBD

06 - WOOD AND PLASTICS

6.00

PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION

7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.

7.01 ROOF DRAIN/OVERFLOW DRAIN

7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS

8.00 DOOR PER SCHEDULE

8.01 AL WINDOW PER SCHEDULE

8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E

8.03 GLAZED AL CURTAIN WALL SYSTEM

8.04 AUTO ROLL-UP DOOR @ R/R

09 - FINISHES

9.00 AL PANEL - WHITE, PER MANU SPEC

9.01 AL PANEL - GREY, PER MANU SPEC

9.02 AL PANEL - RED, PER MANU SPEC

9.03 AL PANEL - BLACK, PER MANU SPEC

10 - SPECIALTIES

10.00 STEEL BIKE RACKS, PTD. TYPE TBD.

10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD

10.02 BUSINESS SIGNAGE TBD

10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT

11.00

STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT

14.00

ELEVATOR PER SPECS

14.01

STAIR

15 - MECHANICAL

15.00 ROOFTOP MECHANICAL EQUIPMENT

15.01 FAUCET & LAVATORY

15.02 TOILET

15.03 SHOWER ENCLOSURE

15.04 GARAGE VENTILATION EQUIPMENT

15.05 DUCT SHAFT TBD

16 - ELECTRICAL/SECURITY/TELECOMM.

16.00 TRANSFORMER PER S.C.E. & ELEC.

DWGS.

16.01 RECESSED CAN LIGHT PER SPEC.

16.02 SURFACE MOUNTED LIGHT PER

SPEC., INTEGRAL TO CANOPY

16.03 INTEGRAL STRIP LIGHTING, TBD

A5.10

SECTIONS

PLAN CHECK SUBMITTAL

PLAN CHECK RESUBMITTAL

PERMIT SET

REVISION

CONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREET

SUITE 171

SANTA MONICA, CA 90405

T 310 396 4540

REDDHILL PICO

2929 PICO BLVD

SANTA MONICA, CA 90405

PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE

ARCHITECT.

7-28-17

REVISIONS:

SHEET TITLE:

GWYNNE PUGH

URBAN STUDIO

SCALE: AS INDICATED

DATE:

SCALE:REF: 1/8" = 1'-0"

01

SECTION

-

SCALE:REF: 1/8" = 1'-0"

02

SECTION

-

DEVELOPMENT REVIEW PACKAGEPLAN CONTEXT - 2929 PICO

PICO

2929 PICO

DORCHESTER

DEVELOPMENT REVIEW PACKAGEPICO @ DORCHESTER - SOUTHEAST CORNER - LOOKING AT 2929 PICO

EXISTING STRUCTURE

DEVELOPMENT REVIEW PACKAGEEXISTING NEIGHBORHOOD CONTEXT

PICO BLVD - SOUTH

2929

PICO BLVD - NORTH

2929

PICO BLVD - NORTH

DEVELOPMENT REVIEW PACKAGEPICO @ DORCHESTER - SOUTHWEST CORNER - LOOKING AT 3003 PICO

PICO @ DORCHESTER - NORTHWEST CORNER - LOOKING AT 3010 PICO PICO @ DORCHESTER - NORTHEAST CORNER - LOOKING AT 2922 PICO

ADJACENT PROPERTY - 3003 PICO BLVD

DEVELOPMENT REVIEW PACKAGE

ADJACENT PROPERTY - 2925 PICO BLVD ALLEY (PICO PLACE) ENTRANCE - NORTH

ALLEY (PICO PLACE) ENTRANCE - SOUTH ADJACENT PROPERTY ALLEY SIDE - 2925 PICO BLVD

DEVELOPMENT REVIEW PACKAGEPHOTO MONTAGE

2929

PICO BLVD - NORTH

DEVELOPMENT REVIEW PACKAGE

EAST ELEVATION

SOUTH ELEVATION

DEVELOPMENT REVIEW PACKAGE

WEST ELEVATION

NORTH ELEVATION

DEVELOPMENT REVIEW PACKAGERENDERING - 2929 PICO

DEVELOPMENT REVIEW PACKAGERENDERING - 2929 PICO

DEVELOPMENT REVIEW PACKAGERENDERING - 2929 PICO

DEVELOPMENT REVIEW PACKAGERENDERING - 2929 PICO

DEVELOPMENT REVIEW PACKAGERENDERING - 2929 PICO

DEVELOPMENT REVIEW PACKAGEEXTERIOR MATERIALS / COLORS - 2929 PICO

4.00 - GLAZED TILE BLOCK - SPECTRA GLAZE OR SIM - DK GREY / BLACK

9.00 - ALUMINUM PANEL - ALUCOBOND OR SIM - LIGHT GREY / WHITE

9.02 - ALUMINUM PANEL - ALUCOBOND OR SIM - RED

3.00 - BROOM FINISH CONCRETE - NATURAL COLOR5.00 - HOLLOW STRUCTURAL SECTION STEEL - BLACK

9.01 - ALUMINUM PANEL - ALUCOBOND OR SIM - GREY

DEVELOPMENT REVIEW PACKAGE

5.05 - ALUMINUM LOUVER SYSTEM - LT GREY / WHITE

5.10 - METAL MESH SCREEN @ CANOPY

5.06 - ALUMINUM SIGNAGE AND CANOPY - GREY 8.02 - ANODIZED ALUMINUM STOREFRONT FRAMING W/ LOW-E IGU GLASS - LT GREY

5.02 - CURROGATED METAL MECH SCREEN W/ PERF - LT GREY

7.00 - CLASS A MEMBRANE ROOF - WHITE

EXTERIOR MATERIALS / COLORS - 2929 PICO

DEVELOPMENT REVIEW PACKAGE

16.03 - INTEGRAL LOUVER LIGHTING - COLOR OPTIONS, LOCATION TBD

16.02 - SURFACE MOUNTED DOWNLIGHT LOCATED AS REQ’D UNDER CANOPIES

16.03 - INTEGRAL LOUVER LIGHTING - LOCATION / LAYOUT TBD

16.01 - INTEGRAL RECESSED CAN LIGHT ABOVE ENTRY DOORS