2929 pico blvd drp application: 17ent-0026 3.7 2929 vd drp 170026 372018 p.l. g dw bfp dw 2923 pico...

2929 PICO BLVD DRP APPLICATION: 17ENT-00263.7.2018

2

2929 PICO BLVDDRP APPLICATION: 17ENT-0026

3.7.2018

P.L.

G

DW BFP

DW

2923 PICO BLVD.(E) 1-STORY COMM.

ZONED-NCAPN: 4274-032-015

2929 PICO BLVD.(N) 2-STORY COMMERCIAL

ZONE: NEIGHBORHOODCOMMERCIAL

APN: 4274-032-025SEE A3.00 FOR MORE INFO

& A0.90 FOR SITE INFO

P.L.

P.L.

P.L

.

P.L

.

ALLEY CENTERLINE

RAMP DN TO PARKING

STANDARDTRUCK LOADING

(12'X30')

(8) SHORT TERMBIKE PARKING

(E) CONC. CURB

DORCHESTERAVENUE

PICO BLVD

100'

-9"

10'-7

"

16'-1

0"

(E) APRON TOREMAIN

(E) 8" STREET TREE

152'-5"

(E) GUTTER

5'-9

"

5'-0"

PICO PLACE

(E) LIGHT POLE

(E) STREET SIGN TOREMAIN

(N) 8" STREET TREE

(E) PARKING METER(N) 8" STREET TREE

(E) PARKING METER

(N) CURB CUT

(N) 8" STREET TREE

(E) PARKING METER

(E) SOLAR AREA (TBD)

ABV

ACCADJAFFALUM@

BTWNBLDGBMB.O.BRDBUR

CEMCL

CLGCLRCMUCOLCONCCONSTCONT

DBL

D.G.DIADIMDNDRDSDTLDWGS

EAEL (ELEV.)ELECEQEQMTEXT(E)

FFLFEFECFHFLRFLUORFINF.O.SF.O.FF.O.PFSR

GAGALVGCGLAZ

GWB

H.C.H.M.HT

INSINT

JT

LAMLOC

MAXMECHMFCMINMTL

N.I.CNO.(N)

O.A.EO.C.OPP

P.I.C.PLPLSTRPLYPNLP.O.T.PRPTD

RADREREQ'DRMR.O.(R)

S.C.SCHEDS.D.SECTSIMSPECSS.S.STLSTRUCTSTRUCT'L

TEMPTHKTHRUT.O.TYPTPZ

U.N.O

VERVIFVNR

W/W/OWDWNDWW.P.

ABOVE

DISABLED ACCESSADJACENTABOVE FINISH FLOORALUMINUMAT

BETWEENBUILDINGBEAMBOTTOM OFBOARDBUILT UP ROOF

CEMENTCENTER LINE

CEILINGCLEARCONCRETE MASONRY UNITCOLUMNCONCRETECONSTRUCTIONCONTINUOUS

DOUBLE

DECOMPOSED GRANITEDIAMETERDIMENSIONDOWNDOORDOWNSPOUTDETAILDRAWINGS

EACHELEVATIONELECTRICALEQUAL / EQUAL TOEQUIPMENTEXTERIOREXISTING

FINISH FLOOR LEVELFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HYDRANTFLOORFLUORESCENTFINISHFACE OF STUDFACE OF FINISHFACE OF PLYWOODFLAME SPREAD RATING

GAUGEGALVANIZEDGYPCRETEGLAZING

GYPSUM WALL BOARD

HOLLOW COREHOLLOW METALHEIGHT

INSULATIONINTERIOR

JOINT

LAMINATEDLOCATION

MAXIMUMMECHANICALMANUFACTURERMINIMUMMETAL

NOT IN CONTRACTNUMBERNEW

OR APPROVED EQUALON CENTEROPPOSITE

POURED-IN-PLACE CONC.PROPERTY LINEPLASTERPLYWOODPANELPATH OF TRAVELPAIRPAINTED

RADIUSREFER TOREQUIREDROOMROUGH OPENINGRELOCATED

SOLID CORESCHEDULESTORM DRAINSECTIONSIMILARSPECIFICATIONSSTAINLESS STEELSTEELSTRUCTURESTRUCTURAL

TEMPEREDTHICKTHROUGHTOP OFTYPICALTREE PROTECTION ZONE

UNLESS NOTED OTHERWISE

VERIFYVERIFY IN FIELDVENEER

WITHWITHOUTWOODWINDOWWATERPROOFING

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 SUBMITTALPLAN CHECK RESUBMITTALPERMIT SET

REVISIONCONSTRUCTION ISSUE

BID ISSUE

2800 28TH STREETSUITE 171SANTA MONICA, CA 90405T 310 396 4540

REDDHILL PICO2929 PICO BLVD

SANTA MONICA, CA 90405PROJECT NUMBER: 16023.1

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTEORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BEDUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THEARCHITECT.

1.22.18

REVISIONS:

SHEET TITLE:

GWYNNE PUGHURBAN STUDIO

SCALE: AS INDICATEDDATE:

REDDHILL PICO2929 PICO BLVDSANTA MONICA, CA 90405

PROJECT DESCRIPTION PLANNING / ZONING INFORMATIONAPN/ PARCEL ID # : 4274-032-025TRACT # : 7993LOT : 299-304ZONE : NEIGHBORHOOD COMMERCIAL (NC)LOT AREA : 15,086 SFBUILDING AREA : 18,854 SFPROJECT F.A.R. : 1.25 MAX (18,858 SF) , 1.25 PROPOSED (18,854 SF)HEIGHT LIMIT : 32', TWO-STORY MAXIMUMREQUIRED PARKING : SEE TABLE >>>>PLANNING APPROVAL : AA APPROVAL # (tbd) ARB APPROVAL # (tbd)STANDARD LOADING SPACE REQ'D PER CODE: 30'x12'x14' (>7,500 SF) : PROVIDEDREFUSE/RECYCLE REQ'D PER CODE: 22'x13'-7"x10' : PROVIDED

PARTICIPANTSOWNER

ARCHITECT GWYNNE PUGHGWYNNE PUGH URBAN STUDIO2800 28TH ST., STE.171SANTA MONICA, CA 90405T. (310) [email protected]

ABBREVIATIONS

SCOPE OF WORK: CREATION OF A NEW 2-STORY 18,800 SF CORE AND SHELLCOMMERCIAL BUILDING OVER (2) LEVELS OF SUBTERRANEAN PARKING.

VICINITY MAP NTS

DRAWING INDEX

DEVELOPMENT REVIEW SET - 1.22.18

MICHEL BOLOURREDDHILL LLC12301 WILSHIRE BLVD STE 403LOS ANGELES, CA 90025T. (310) 826-2838 [email protected]

BUILDING CODE ANALYSIS

GRID

ELEVATIONMARKER

ELEVATIONBULLET

SECTIONMARKER

CONSTRUCTIONTYPE

INTERIORELEVATIONMARKER

DETAILMARKER

NORTH ARROW(PLAN NORTH)

REVISIONDELTA

ROOM NAME &NUMBER

DOOR NUMBER

WINDOW NUMBER

SMOKE DETECTOR

FIRE EXTINGUISHER

CEILING MOUNTEDEXIT SIGNAGE

WALL MOUNTEDEXIT SIGNAGE

WALL MOUNTEDMOTION SENSOR

CEILING MOUNTEDMOTION SENSOR

SECURITY CAMERA

SECURITY GATEDINTERCOM

SECURITY GATEALARM KEYPAD

ALARMED DOOR/SECURITY GATE

FLOOR DRAIN (FD)

EXIT PATH OF TRAVEL.SEE SHT. A1.20

ACCESSIBLE PATHOF TRAVEL.SEE A3.00 & A3.10

RESTROOMACCESSORY MARKER

KEYNOTE MARKER

A

N

1

XX

100

000.0

000.A

S

FE

FD

12.01

AL

C4.1

P1

--

BD

C

A

--

01A4.00

05A5.00

X SIGN TYPE MARKER

CONSTRUCTION TYPE: V-B FULLY-SPRINKLEREDBUILDING AREA (PER CBC 2016 SECTION 502) : 18,854 GROSS SF1ST FLOOR AREA: 8,037 SF1ST FLOOR OCCUPANCY TYPE : A2, M, B2ND FLOOR AREA: 10,128 SF2ND FLOOR OCCUPANCY TYPE : BB1 SHOWER/LOCKERS: 167 SFOCCUPANCY 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) PARKINGRATIO SPACES REQUIRED

REST. (2EA<2500SF) 3973 1:300 13

RETAIL 1612 1:300 5

OFFICE 12,066 1:300 40

MISC. (ELEC RM, SHOWERS) 504 0

TOTALS 18,155 58 (61 PROVIDED)

OCCUPANT LOAD (CBC 2016 TABLE 1004.1.2)

DESCRIPTION AREA (SF) OCC. GROUP OCC. LOADFACTOR

OCCUPANTLOAD

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

COMMERCIAL1

4000 SF SHORT TERM1

3000 SF LONG TERM4 (MIN.) 4 (MIN.) 4 SHORT TERM

6 LONG TERM

OFFICE1

8000 SF SHORT TERM1

2000 SF LONG TERM4 (MIN.) 4 (MIN.) 4 SHORT TERM

6 LONG TERM

M&P ENGINEER

ELEC. ENGINEER

STRUCT. ENGR.

ERIC PERCICE ENGINEERS1238 7TH STREETSANTA MONICA, CA 90401TEL: (424) [email protected]

FARSHID BEHSHIDIDG STRUCTURAL ENGINEERING6040 N. FIGUEROA STREETLOS ANGELES CA 90042T. (323) [email protected]

CIVIL ENGINEER

PLOT PLAN NTSSYMBOLS

FERMIN ROSARIOM & G CIVIL ENGINEERING ANDSURVEYING347 S. ROBERTSON BLVD.BEVERLY HILLS, CA 90211TEL: (310) [email protected]

DONN CAMPBELLE2DI120 W. LIME AVE.MONROVIA, CA 91016TEL: (626) [email protected]

PARKING ANALYSISB1 B2

ADA SPACES 4 0

COMPACT (40%=24 MAX) 0 14

STANDARD 22 21

LEVEL TOTAL 26 35

TOTALS 61

Sheet List TableSheet 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

3


3.7.2018CONTEXT MAP

4


3.7.2018AERIAL VIEW

PICO

2929 PICO

DORCHESTER

5


3.7.2018PICO @ DORCHESTER - SOUTHEAST CORNER - LOOKING AT 2929 PICO

EXISTING STRUCTURE

6


3.7.2018EXISTING NEIGHBORHOOD CONTEXT

PICO BLVD - SOUTH

2929

PICO BLVD - NORTH

2929

PICO BLVD - NORTH

7


3.7.2018

PICO @ 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

8


3.7.2018

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

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

9


3.7.2018PHOTO MONTAGE

2929

PICO BLVD - NORTH

10


3.7.2018

A0.10

SURVEYLAND TITLE



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01LAND TITLE SURVEY

-

NPLAN

NORTH

LAND TITLE SURVEY

11


3.7.2018SITE PLAN

2929 PICO BLVD.(N) 2-STORY COMMERCIAL

ZONE: NEIGHBORHOOD COMMERCIALAPN: 4274-032-025

SEE A3.00 FOR MORE INFO

LOT COVERAGELOT AREAFOOTPRINTCOVERAGE

SETBACKS0'-0" @ REAR0'-0" @ SIDE YARDS0'-0" @ FRONT

15,086 SF8,766 SF58%

P.L.

P.L.

P.L

.

P.L

.

ALLEY CENTERLINE

5'-0

"

RAMP DN TOSUBT. PKG.

5'-0

"

0

STANDARD TRUCKLOADING

(12'x30'x14') 20'-0

"

(8) SHORT TERMBIKE PARKING

5'-1

0"

9'-4

"

(E) CONC. CURB

(E) GUTTER

PLAN KEYACCESSIBLE PATHOF 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/MOTORIZED ROLL-UP DOORAND KEYPAD(22'x13'-1")

5'x5' HVO TRIANGLESHALL BE KEPT CLEAR OFOBSTRUCTIONS OVER 24"PURSUANT TO S.M.M.C.SECTION 9.21.180

DO

RC

HE

STE

R A

VE

NU

E

PICO BLVD.

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

6'-4"

BLDG. ABV. SHOWNDASHED

10'-0" 10'-0"

FENCE THE TPZ AS SHOWN WITH A 6' CHAIN LINK FENCETO PREVENT WOUNDS TO THE TREE AND SOILCOMPACTION WITHIN THE ROOT ZONE. ADD 4" MULCH ASREQUIRED. 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-NCAPN: 4274-032-015

1'-6

"

2"

2'-9"

16'-5

"

5'-0

"

22'-0"

13'-1

"

(E) POWER POLE

(E) POWER POLE

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

.2.05

(164.57') (164.11')UP 2%0%7%20%

(164.57')(163.03')

10'-0

"

10' EXTENDEDBIKE PARKING

13'-0

"

5.01TYP

SECURITY DOOR

SECURITY DOOR

3.04

9'-6

"

R30'-0"

R30'-0"

7

0

BLDG. ABV. SHOWNDASHED

2'-0"

7'-0"

5.01TYP

8.04

3.06

3.06

16.00

4.00

3.06

PROPOSED (N) STREET TREE,CRAPE MYRTLE OR SIM., TBD BYURBAN FORESTRY

REFUSE / RECYCLEACCESS AISLE TO REMAINCLEAR AT ALL TIMES

PALETTELOADING /STORAGE40X48"

3.02

7'-4

"

P.L.

G

FW B

FP

DW BFP

DW

PROPOSED (N) STREET TREE,CRAPE MYRTLE OR SIM., TBD BYURBAN FORESTRY

PROPOSED (N) STREET TREE,GHOST/SPOTTED GUM OR SIM.,TBD BY URBAN FORESTRY

1. OWNER IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE TO OFFSITE IMPROVEMENTSCAUSED BY CONSTRUCTION. CALL PUBLIC WORKS INSPECTOR FOR INSPECTION OFOFFSITE IMPROVEMENTS AT SUBSTANTIAL COMPLETION OF ONSITE WORK AT(310)458-8737.

2. ALL LABOR, EQUIP., AND MATERIAL REQUIRED FOR OFF-SITE IMPROVEMENTS ARETHE RESPONSIBILITY OF THE DEVELOPER.

3. NO WORK SHALL BE DONE WITHIN THE PUBLIC RIGHT OF WAY WITHOUT THE PRIORAPPROVAL AND PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS,ADMINISTRATIVE SERVICES, ROOM 113.

4. ALL OFFSITE WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS/DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, CURRENTEDITION AS AMENDED BY THE CITY OF SANTA MONICA AND CITY OF SANTA MONICASTANDARDS.

5. ALL SURVEY POINTS SHALL BE PROTECTED OR RE-ESTABLISHED IF THEY AREREMOVED, DAMAGED, OR DESTROYED DURING CONSTRUCTION.

6. NEW PROPOSED IMPROVEMENTS SHALL NOT OBSTRUCT DRAINAGE OR DRAIN INTONEIGHBORING PROPERTIES.

7. WATER SHALL BE DRAINED AWAY FROM THE FOUNDATION AND SHALL BEMITIGATED FORM PERMEATING INTO FOUNDATION WALL AND FOOTING OF THENEW 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 THEPARCEL.

10. ANY SEDIMENT OR OTHER MATERIALS THAT ARE TRACKED OFF THE PARCEL BYVEHICLES AND EQUIPMENT SHALL BE REMOVED THE SAME DAY AS THEY ARETRACKED OFF THE PARCEL.

11. NO WASHING OF CONSTRUCTION OR OTHER VEHICLES SHALL BE ALLOWEDADJACENT TO A CONSTRUCTION PARCEL.

12. WHERE DETERMINED TO BE NECESSARY BY THE DIRECTOR OF THEDEPARTMENT OF PUBLIC WORKS OR HIS OR HER DESIGNATED REPRESENTATIVE,A TEMPORARY SEDIMENT CONTROL BMP SHALL BE INSTALLED.EROSION DRAINAGECONTROLS SHALL BE UTILIZED DEPENDING ON THE EXTENT OF PROPOSEDGRADING AND TOPOGRAPHY OF THE PARCEL TO PREVENT RUNOFF.

13. PLASTIC COVERING SHALL BE UTILIZED TO PREVENT EROSION OF ANOTHERWISE UNPROTECTED AREA, E.G. EXPOSED OR OPEN TO ELEMENTS, ALONGWITH TREATMENT CONTROL BMP'S TO INTERCEPT AND SAFELY CONVEY THERUNOFF 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 BEPROTECTED FROM INJURY OR DAMAGE DURING CONSTRUCTION. THIS TREE IS A SIGNIFICANT TREEIN THE CITY OF SANTA MONICA. PRUNING SHALL ONLY BE DONE BY CITY TREE TRIMMERS TOPROVIDE CLEARANCE FOR CONSTRUCTION ACTIVITIES. ALL QUESTIONS REGARDING STREET TREESARE TO BE DIRECTED TO THE COMMUNITY FORESTER.

2. THE TYPICAL TPZ SHOULD ENCOMPASS THE CANOPY PLUS AN ADDITIONAL RADIAL WIDTH OF TENFEET (10'). HOWEVER, SINCE THESE CONDITIONS ARE UNIQUE, THE APPLICATION SHOULD BEEVALUATED WITH THE FINAL LIMITS OF THE TPZ BEING ESTABLISHED BY THE COMMUNITYFORESTER.

3. MULCH THE ENTIRE AREA OF THE TPZ IN AN EFFORT TO IMPROVE THE GROWING ENVIRONMENT FORTHE ROOTS. DURING CONSTRUCTION PHASE MAINTAIN A FOUR TO SIX INCH LAYER OF CHIP MULCHOVER THE SOIL SURFACE TO REDUCE SOIL COMPACTION, IMPROVE AERATION, ENHANCE MOISTURERETENTION AND REDUCE TEMPERATURE EXTREMES. MULCH GENERALLY CONSISTS OF SHREDDEDLEAVES 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 SOILCOMPACTION WITHIN THE ROOT ZONE. POST THE FENCE WITH A SIGN STATING “TREE PROTECTIONZONE - 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. NOROOTS 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 BEMADE FLUSH WITH THE SIDE OF THE TRENCH. IF AT ANY TIME TWENTY-FIVE PERCENT (25%) OF THEAREA WITHIN THE TPZ IS BEING SEPARATED FROM THE TREE BY A TRENCH, THEN THE LINE SHALL BEEITHER 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 SHALLBE TEN FEET (10') FROM THE TRUNK OF THE TREE.

8. IN THE EVENT ROOT PRUNING IS REQUIRED TO ACCOMMODATE GRADE CHANGES OR THEINSTALLATION OF HARDSCAPE FEATURES THE ROOT PRUNING PROCEDURES DESCRIBED IN THISOUTLINE SHOULD BE FOLLOWED.

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

10. PRUNE AND FERTILIZE THE TREES AFTER THE COMPLETION OF ALL EXTERIOR WORK ON THEBUILDING AND AT THE BEGINNING OF THE LANDSCAPE PHASE.

11. CALL THE COMMUNITY FORESTERS OFFICE TO SET A SITE VISIT TO DETERMINE THE EXACTLOCATION 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 TOTHE COMMUNITY FORESTER, WALT WARRINER AT (310) 458 - 8974.

14. EROSION DRAINAGE CONTROLS SHALL BE UTILIZED DEPENDING ON THE EXTENTOF PROPOSED GRADING AND TOPOGRAPHY OF THE PARCEL TO PREVENT RUNOFF.

15. ALL SITE UTILITIES SHALL BE CONSTRUCTED UNDERGROUND TO THE NEARESTOFFSITE UTILITY POLE. CONTRACTOR/DEVELOPER HAS MADE ARRANGEMENTSWITH THE UTILITY COMPANIES TO PLACE ALL OVERHEAD UTILITIESUNDERGROUND.

16. PRIOR TO COMMENCING ANY UNDERGROUND UTILITY WORK, OBTAIN SEPARATEUTILITY EXCAVATION PERMITS AND STREET USE PERMITS FOR UTILITYEXCAVATION. CONTACT PW ADMINISTRATIVE SERVICES, ROOM 113.

17. THE CITY STRONGLY URGES THE APPLICANT TO INSPECT THE EXISTING SEWERCONNECTION. IF THE CONNECTION IS DAMAGED OR OVER 30 YEARS OLD, THECITY RECOMMENDS THAT THE APPLICANT SHOW ON THE PLANS THECONSTRUCTION OF A NEW 6-INCH DIAMETER VCP SANITARY SEWER CONNECTIONFROM PROPERTY LINE TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OFSANTA MONICA STANDARDS. (SEWER PERMIT REQUIRED).

18. OWNER/CONTRACTOR TO COMPLY WITH THE UTILITY DIVISION CROSSCONNECTION GUIDELINES., PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,CROSS CONNECTION CONTROL INSPECTION MUST BE COMPLETED. CONTACT THECITY WATER DIVISION AT 310 458-8535.

19. PRIOR TO INSTALLATION OF ANY CROSS-CONNECTION DEVICE, PLEASECONTACT THE CITY'S CROSS-CONNECTION INSPECTOR AT (310) 458-8535.

20. IF FIRE SPRINKLERS ARE REQUIRED TO BE INSTALLED OR ALTERED BY BUILDINGAND SAFETY AND/OR FIRE DEPARTMENT, CONTRACTOR SHALL INSTALL A DOUBLECHECK 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 MITIGATIONRELATED EXCAVATIONS AND/OR STRUCTURES, CONTACT THE CITY URBANRUNOFF COORDINATOR AT 310 458-8223 FOR INSPECTION.

22. THE SITE MUST COMPLY WITH SMMC CHAPTER 7.10.060 URBAN RUNOFFPOLLUTION ORDINANCE FOR CONSTRUCTION ACTIVITIES AND TEMPORARY BMPS.

23. SOUTHERN CALIFORNIA GAS EQUIPMENT INCLUDING METERS, AND ALLSOUTHERN CALIFORNIA EDISON EQUIPMENT AN INFRASTRUCTURE, INCLUDINGTRANSFORMERS, POLES, AND VAULTS, SHALL BE SHOWN ON PLANS, LOCATEDENTIRELY ON PRIVATE PROPERTY, AND DESIGNED PER SCG.SCE REQUIREMENTS.NO EQUIPMENT OR INFRASTRUCTURE SERVING THIS PROPERTY WILL BEPERMITTED IN THE PUBLIC RIGHT OF WAY.

KEYNOTESNOTE: ITEMS IDENTIFIED ARE TYPICAL TO ALLLIKE ITEMS U.N.O.

01 - GENERAL REQUIREMENTS 02 - SITE CONSTRUCTION2.00 DEMO (E) BUILDING & FOUNDATIONS,

HARDSCAPE, EARTH, ANDASSOCIATED MATERIAL ASNECESSARY. 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 REMAIN2.03 (E) STREET SIGN TO REMAIN2.04 (E) TREE TO REMAIN2.05 INSTALL NEW CURB PER SM

STANDARDS AND PAVING/PAVERS TOMATCH ADJACENT WHERE (E)CURBCUT REMOVED

2.06 PARKING METERS & LIGHTPOSTS TOREMAIN U.N.O., PROTECT DURINGCONSTRUCTION

03 - CONCRETE3.00 CONC. FLOOR BROOM FINISH3.01 CONC. BEAM/COLUMN/WALL PER

STRUCT'L OR ARCH. DRAWINGS3.02 CONCRETE PLANTER PER DETAILS3.03 CONCRETE STAIR/RAMP PER DETAILS3.04 CONCRETE EXTERIOR HARDSCAPE.

SLOPE PER PLANS3.05 CONCRETE SLAB @ PARKING, STRIPE

PER PLANS, TYP.3.06 CONCRETE SITE WALL

04 - MASONRY4.00 GLAZED MASONRY BLOCK PER

DETAILS

05 - METALS5.00 STEEL COLUMNS/BEAMS, SSD5.01 STEEL BOLLARD PER DETAILS5.02 MECH SCREEN PER DETAILS5.03 STEEL HAND/GUARDRAILS, PTD.5.05 AL. LOUVER SYSTEM PER DETAILS5.06 ALUMINUM CLAD CANOPY PER DTLS5.07 STEEL STAIR PER DETAILS5.08 AL. PROJECTED BOX WINDOW FRAME5.09 GSM PARAPET CAP5.10 MESH SCREEN @ CANOPIES, TBD5.11 ALUMINUM PANEL, DARK GRAY5.12 ALUMINUM PANEL, BLACK TO MATCH

STOREFRONT

06 - WOOD AND PLASTICS6.00 PLYWOOD SHEATHING PER

STRUCTURAL

07 - THERMAL & MOISTURE PROTECTION7.00 TPO CLASS A MEMBRANE ROOFING.

DRAIN @ 2% MIN., PER PLAN.7.01 ROOF DRAIN/OVERFLOW DRAIN7.02 POWDER COATED SHEETMETAL

FLASHING

08 - DOORS & WINDOWS8.00 DOOR PER SCHEDULE8.01 AL WINDOW PER SCHEDULE8.02 AL STOREFRONT SYSTEM, DOUBLE

GLAZED, LOW-E8.03 GLAZED AL CURTAIN WALL SYSTEM8.04 AUTO ROLL-UP DOOR W/ KEYPAD AT

EXTERIOR REFUSE/RECYCLE ROOM

09 - FINISHES9.00 PERFORATED METAL RAIN SCREEN -

LT GREY, PER MANU SPEC9.01 SMOOTH PLASTER, INTEGRAL COLOR

TO MATCH LT GREY FIBER CEMENT

10 - SPECIALTIES10.00 STEEL BIKE RACKS, PTD. TYPE TBD.10.01 ALUM ADDRESS / SIGNAGE ABOVE

MAIN ENTRY DOORS, DETAILS TBD10.02 BUSINESS SIGNAGE TBD10.03 FEATURE WALL, FINISH TBD

11 - EQUIPMENT11.00 STORMWATER RETENTION BASIN

12 - FURNISHINGS

13 - SPECIAL CONSTRUCTION

14 - CONVEYING EQUIPMENT14.00 ELEVATOR PER SPECS14.01 STAIR

15 - MECHANICAL15.00 ROOFTOP MECHANICAL EQUIPMENT15.01 FAUCET & LAVATORY15.02 TOILET15.03 SHOWER ENCLOSURE15.04 GARAGE VENTILATION EQUIPMENT15.05 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 CANOPY16.03 INTEGRAL STRIP LIGHTING, TBD

A0.90

SITE PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



NPLAN

NORTH

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

01SITE PLAN

-

12


3.7.2018

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

01A4.10

01A4.00

02A4.10

02A4.00

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

01A5.10

02A5.10

01A5.00

02A5.00

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

MECHANICALB2-101

STAIR 1

STAIR 2

TYP.

3.05TYP.

3.01TYP.

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 SFB2-100 12,206B2-101 65B2 NET AREA 12,271

OPTIONAL MECH. AREA,AS NEEDED

FLOOR DRAIN AS REQ'DAT RAMP BASE

RAMP UPTO LVL B1,SEE A3.10













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A3.00

B2 PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01B2 PLAN

-

NPLAN

NORTH

B2 PLAN

13


3.7.2018

SS

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01A4.10

01A4.00

02A4.10

02A4.00

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

01A5.10

02A5.10

01A5.00

02A5.00

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 DNTO LVL B2,SEE A3.00

4 ADA

25'-0"

25'-11"

(10) LONGTERM BIKELOCKERS INSECUREFENCED 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

MECHANICALB1-101

STAIR 1

STAIR 2

TYP.

3.05TYP.

3.01TYP.

LOCKERSB1-102

SHOWERB1-103

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 SFB1-100 12,039B1-101 65B1-102 106B1-103 61B1 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


FLOOR DRAIN AS REQ'DAT RAMP BASE














DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A3.10

B1 PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01B1 PLAN

-

NPLAN

NORTH

B1 PLAN

14


3.7.2018

P.L.

G

FW B

FP

DW BFP

DW

ALLEY CL

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01A4.10

01A4.00

02A4.10

02A4.00

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

01A5.10

02A5.10

01A5.00

02A5.00

143'-4"

20'-8

1/2

"10

'-2"

20'-4

1/2

"30

'-10"

82'-1

"

14.00

MECH.105

STAIR 1

STAIR 2

3.00TYP.

RROOM108

RROOM107

2400 SF 1974 SF1573 SF

222 SF

168.53'

3.00TYP.

3.00TYP.

UNIT 1101

UNIT 2102

UNIT 4104

ELEC100

LOBBY106

164.66'

16.00

168.53'168.49'

168.53'168.49'

168.53'

166.24'166.20'

166.24'166.20'

REFUSE/RECYCLE

164.66164.62

166.24'168.53'

168.53'168.49'

5.00TYP.

5'-0"SETBACK(DASHED)

5'-0

"S

ETB

AC

K

LINE OF BLDG. ABV.

LINE OF BLDG. ABV.

5.06ABV.

5.06ABV.

NOTE:SEE A0.90 FORMORE SITE INFO

NOTE:SEE A0.90 FORMORE SITE INFO

P.L.

P.L.

P.L

.

P.L

.

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

57'-3

"

57'-3

"

57'-3

"

14'-1

0"

14'-11"

168.53'

29'-6

"

34'-5

7/8

"

41'-7

"

1612 SF

UNIT 3103

168.53'

3.00TYP.

F1 GROSS AREA 8,396 SF100 222101 2,400102 1,573103 1,612104 1,974105 37106 109107 55108 55F1 NET AREA 8,037

TOTAL GROSS AREA 18,854 SFF1 8,037F2 10,128TOTAL NET AREA 18,155

F2 GROSS AREA 10,458 SF200 9,872201 31202 115203 55204 55F2 NET AREA 10,128

41'-2"

15'-5 1/2"

MIN. AVE. DEPTH REQUIREMENT:60% OF 142'-4" = 85'-4" MAX FRONTAGE LESS THAN 40'15'-5 1/2" PROVIDED (SEE DIMS)

168.53'168.49'

168.53'168.49'

168.53'168.49'













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A3.20

1ST FLOOR PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

011ST FLOOR PLAN

-

NPLAN

NORTH

FIRST FLOOR PLAN

15


3.7.2018

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01A4.10

01A4.00

02A4.10

02A4.00

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

01A5.10

02A5.10

01A5.00

02A5.00

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 1200

LOBBY202

183.00'

RROOM204

RROOM203

TYP.5.06

2'-0"

5'-0"SETBACK

9.00

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

"S

ETB

AC

K

14.01

76'-1

"

141'-6"

F2 GROSS AREA 10,458 SF200 9,872201 31202 115203 55204 55F2 NET AREA 10,128

TYP.9.01

TYP.15.05













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A3.30

2ND FLOOR PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

012ND FLOOR PLAN

-

NPLAN

NORTH

SECOND FLOOR PLAN

16


3.7.2018













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







G

DW BFP

DW

1.0 2.0 3.0 4.0 5.0 6.0 7.0

A

B

C

D

E

01A4.10

01A4.00

02A4.10

02A4.00

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

01A5.10

02A5.10

01A5.00

02A5.00

143'-4"

20'-8

1/2

"10

'-2"

20'-4

1/2

"30

'-10"

82'-1

"

2%

2%

2%

2%

2%

2%

2%

7.00TYP.

7.00TYP.

7.01TYP.

P.L.

P.L.

P.L

.

P.L

.

27000 KWH(ANNUAL)SOLARARRAY (TBD)

2%

2%

2%2%2%

2% 2% 2% 5'-0 1/2"

TYP.

7.01TYP.

15.00TYP.

5.02TYP.

5'-0"SETBACK(DASHED)

TYP.5.09

TYP.5.08

TYP.5.09 5'

-0"

SE

TBA

CK

TYP.5.06

TOTAL ROOF AREA: 10,770 SFMECH. AREA: 1,341 SFMECH. COVERAGE: 12.5%STAIR AREA: 150 SFSTAIR COVERAGE: 1.4%

7'-10"

19'-0

"

10'-10"

23'-6

"

14'-1"

29'-2

"

23'-0"

29'-2

"

5'-9

"

TYP.5.06

A3.40

ROOF PLAN



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



NPLAN

NORTH

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

01ROOF PLAN

-ROOF PLAN

17


3.7.2018

1.0 2.0 3.0 4.0 5.0 6.0 7.0

02A4.10

02A4.00

01A5.10

02A5.10

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

10.02TYP.

4.00

5.05TYP.

4.00

4.00

8.02TYP.

2'-0"

5.08

5.02TYP.

8.00

8.00

8.01

P.L

.

5'-0" SETBACK

5.10

8.005.06

5.08TYP.

9.00TYP.

10.03

5.09TYP.

10.02TYP.

10.01

5.008.02TYP.

8.02TYP.

TYP.

TYP. TYP.5.12

9.01

5.12

16.01

16.02

16.03

TYP.

5.10

TYP.

5.035.12

ABCDE

01A4.10

01A4.00

01A5.00

02A5.00

45.00°

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. STAIRWELL36'-0" (202.83')T.O. MECH SCREEN

5'-0" SETBACK

5.09TYP.

3.06TYP.

5.06

4.00

17'-0 3/4"

5.02TYP.

8.02TYP.

10.02TYP.

P.L

.

P.L

.

ALL

EY

CE

NTE

RLI

NE

RESIDENTIAL DAYLIGHT PLANE

4.0010.00

8.00

5.06

5.08TYP.

8.02TYP.

10.01

16.01

5.05TYP.

16.03TYP.

9.00TYP.

5.10

5.12

5.11

8.01













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A4.00

ELEVATIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SOUTH ELEVATION

-

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

02EAST ELEVATION

-

SOUTH ELEVATION TRANSPARENT FACADE CALCULATIONTOTAL FACADE AREA FROM 2'-6" TO 8'-0": 785 SFTRANSPARENT FACADE FROM 2'-6" TO 8'-0": 633 SF% TRANSPARENT FACADE FROM 2'-6" TO 8'-0": 81%

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

03PICO BLVD - TRANSPARENT FACADE CACULATION

-

1.0 2.0 3.0 4.0 5.0 6.0 7.0

02A4.10

02A4.00

01A5.10

02A5.10

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

10.02TYP.

4.00

5.05TYP.

4.00

4.00

8.02TYP.

2'-0"

5.08

5.02TYP.

8.00

8.00

8.01

P.L

.

5'-0" SETBACK

5.10

8.005.06

5.08TYP.

9.00TYP.

10.03

5.09TYP.

10.02TYP.

10.01

5.008.02TYP.

8.02TYP.

TYP.

TYP. TYP.5.12

9.01

5.12

16.01

16.02

16.03

TYP.

5.10

TYP.

5.035.12

ABCDE

01A4.10

01A4.00

01A5.00

02A5.00

45.00°

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


5'-0" SETBACK

5.09TYP.

3.06TYP.

5.06

4.00

17'-0 3/4"

5.02TYP.

8.02TYP.

10.02TYP.

P.L

.

P.L

.

ALL

EY

CE

NTE

RLI

NE

RESIDENTIAL DAYLIGHT PLANE

4.0010.00

8.00

5.06

5.08TYP.

8.02TYP.

10.01

16.01

5.05TYP.

16.03TYP.

9.00TYP.

5.10

5.12

5.11

8.01













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A4.00

ELEVATIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SOUTH ELEVATION

-

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

02EAST ELEVATION

-

SOUTH ELEVATION TRANSPARENT FACADE CALCULATIONTOTAL FACADE AREA FROM 2'-6" TO 8'-0": 785 SFTRANSPARENT FACADE FROM 2'-6" TO 8'-0": 633 SF% TRANSPARENT FACADE FROM 2'-6" TO 8'-0": 81%

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

03PICO BLVD - TRANSPARENT FACADE CACULATION

-

SOUTH ELEVATION

EAST ELEVATION

18


3.7.2018

1.02.03.04.05.06.07.0

02A4.10

02A4.00

02A5.10

01A5.10

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


9.00TYP.

5.00TYP.

5.08

5'-0"

2'-0"

3'-4"

5.02TYP.

5.09TYP.

P.L

.

P.L

.

1'-0"

3.06

4.004.00

3.063.06

8.045.02

5.11

8.03

A B C D E

01A4.00

01A4.10

01A5.00

02A5.00

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

9.0117'-1" (MIN.,VARIES)

5'-0"

5.02TYP.

4.001'-0"

5.08

P.L

.

P.L

.

5.09TYP.













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A4.10

ELEVATIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01NORTH ELEVATION

-

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

02WEST ELEVATION

-

1.02.03.04.05.06.07.0

02A4.10

02A4.00

02A5.10

01A5.10

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


9.00TYP.

5.00TYP.

5.08

5'-0"

2'-0"

3'-4"

5.02TYP.

5.09TYP.

P.L

.

P.L

.

1'-0"

3.06

4.004.00

3.063.06

8.045.02

5.11

8.03

A B C D E

01A4.00

01A4.10

01A5.00

02A5.00

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

9.0117'-1" (MIN.,VARIES)

5'-0"

5.02TYP.

4.001'-0"

5.08

P.L

.

P.L

.

5.09TYP.













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A4.10

ELEVATIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01NORTH ELEVATION

-

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

02WEST ELEVATION

-

NORTH ELEVATION

WEST ELEVATION

19


3.7.2018

MATERIAL LEGEND

1. GLAZED MASONRY BLOCK - BLACK2. PERFORATED METAL RAIN SCREEN - LT. GRAY3. INTEGRAL COLOR STUCCO - LT. GRAY4. SMOOTH FORMED CONCRETE5. AL. LOUVER SYSTEM - GRAY6. AL. STOREFRONT SYSTEM - BLACK7. AL. METAL PANEL FRAMES - WHITE/LT GRAY8. AL. CUT-OUT SIGNAGE - LT. GRAY9. STEEL FRAMING/RAILS10. STEEL SECURITY GATE/DOOR - GRAY11. EXTERIOR WOOD ACCENT PANELS12. EXPANDED METAL MESH SCREEN - GOLD/BRONZE13. PERFORATED METAL MECHANICAL SCREEN - WHITE14. AUTO ROLL-UP DOOR W/ KEYPAD - GRAY15. CUSTOM DESIGNED ART WALL - TBD

1

1

1

13

13

15

2

2

5

5

12

12

11

11

1046

6

9

9

8

8

7

7

SOUTH ELEVATION

EAST ELEVATION

20


3.7.2018

MATERIAL LEGEND

1. GLAZED MASONRY BLOCK - BLACK2. PERFORATED METAL RAIN SCREEN - LT. GRAY3. INTEGRAL COLOR STUCCO - LT. GRAY4. SMOOTH FORMED CONCRETE5. AL. LOUVER SYSTEM - GRAY6. AL. STOREFRONT SYSTEM - BLACK7. AL. METAL PANEL FRAMES - WHITE/LT GRAY8. AL. CUT-OUT SIGNAGE - LT. GRAY9. STEEL FRAMING/RAILS10. STEEL SECURITY GATE/DOOR - GRAY11. EXTERIOR WOOD ACCENT PANELS12. EXPANDED METAL MESH SCREEN - GOLD/BRONZE13. PERFORATED METAL MECHANICAL SCREEN - WHITE14. AUTO ROLL-UP DOOR W/ KEYPAD - GRAY15. CUSTOM DESIGNED ART WALL - TBD

1

2

4

4

1 14

13

13

7

3

4

9

9

NORTH ELEVATION

WEST ELEVATION

21


3.7.2018

1.0 2.0 3.0 4.0 5.0 7.0

02A4.10

02A4.00

6.0

01A5.10 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 1101

UNIT 2102

UNIT 3103

UNIT 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 4104

TYP.5.05

1.02.03.04.05.06.07.0

02A4.10

02A4.00

01A5.10

02A5.10

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


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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

164.10'

22'-0" @ 7% SLOPE

43'-4" @ 20% SLOPE163.03'

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 HAVEMIN. 7'-0" CLEARANCE@ ALL AREAS, TYP.

164.57' 164.57' 5'-0"@ 7%

154.60'

8'-2

"

8'-4

"

5.03

REFUSE / RECYCLE

ELEC100













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A5.00

SECTIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SECTION

-

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

02SECTION

-

SECTIONS

1.0 2.0 3.0 4.0 5.0 7.0

02A4.10

02A4.00

6.0

01A5.10 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 1101

UNIT 2102

UNIT 3103

UNIT 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 4104

TYP.5.05

1.02.03.04.05.06.07.0

02A4.10

02A4.00

01A5.10

02A5.10

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


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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

164.10'

22'-0" @ 7% SLOPE

43'-4" @ 20% SLOPE163.03'

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 HAVEMIN. 7'-0" CLEARANCE@ ALL AREAS, TYP.

164.57' 164.57' 5'-0"@ 7%

154.60'

8'-2

"

8'-4

"

5.03

REFUSE / RECYCLE

ELEC100













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A5.00

SECTIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SECTION

-

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

02SECTION

-

A B C D E

01A4.00

01A4.10

01A5.00

02A5.00

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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 1101

ABCDE

01A4.10

01A4.00

01A5.00

02A5.00

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


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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 4104













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A5.10

SECTIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SECTION

-

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

02SECTION

-

A B C D E

01A4.00

01A4.10

01A5.00

02A5.00

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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 1101

ABCDE

01A4.10

01A4.00

01A5.00

02A5.00

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


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 1200

SUBT. PKG.B1-100

SUBT. PKG.B2-100

UNIT 4104













DETAILS


STOREFRONT


STRUCTURAL



FLASHING










12 - FURNISHINGS







A5.10

SECTIONS



BID ISSUE





1.22.18

REVISIONS:

SHEET TITLE:



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

01SECTION

-

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

02SECTION

-

22


3.7.2018EXTERIOR MATERIALS / COLORS

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

PERFORATED METAL RAIN SCREEN PANEL - LT GREY

EXPOSED STEEL - BLACK

ANODIZED ALUMINUM STOREFRONT FRAMING W/ LOW-E IGU GLASS - BLACK

ALUMINUM LOUVER SYSTEM - DK GREY (COLOR NOT SHOWN)

METAL MESH SCREEN @ CANOPY

23


3.7.2018

ALUMINUM SIGNAGE - GREY

CURROGATED METAL MECH SCREEN W/ PERF - LT GREY

EXTERIOR MATERIALS / COLORS

RECESSED CAN LIGHT ABOVE ENTRY DOORS, INTEGRAL COLOR

SURFACE MOUNTED DOWNLIGHT,INTEGRAL COLOR

WOOD ACCENT PANEL BROOM FINISH CONCRETE FLOOR - NATURAL COLOR

FORMED CONCRETE - NATURAL COLOR

24


3.7.2018CORNER OF PICO/DORCHESTER

25


3.7.2018AERIAL VIEW

26


3.7.2018PICO BLVD ELEVATION

27


3.7.2018DORCHESTER/ALLEY

28


3.7.2018SIDEWALK ON PICO

2929 pico blvd drp application: 17ent-0026 3.7 2929 vd drp 170026 372018 p.l. g dw bfp dw 2923 pico...

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