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54" x 60"

54" x 60"

TRANSFORMERPAD

SIDE YARD REQUIRED SETBACK(MIN. 7'-0")

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90.009°ACCESSIBLE ROUTE

PROPERTY LINE BEFORE 5' DEDICATION

S01

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S02

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50'-0"

BURBANK BLVD

PROPERTY LINE AFTER 5' DEDICATION

+/ 7'-0" +/ 7'-0"

SIDE YARD REQUIRED SETBACK(MIN. 7'-0")

APARTMENTS:R2 OCCUPANCY - DWELLING UNITSTYPE V-A WOOD CONSTRUCTIONFOUR STORIES

PARKING GARAGE:S-2 OCCUPANCY - PARKINGCONCRETE CONSTRUCTIONONE BASEMENT LEVEL

NFPA 13 SPRINKLER SYSTEM55 DWELLING UNITS

PROJECT BASEPOINT

+/ 15'-0"

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. 15'-0)NEIGHBORING PROPERTY

3-STORY RESIDENTIAL APARTMENT(NOT INCLUDED)

NEIGHBORING PROPERTY2-STORY RESIDENTIAL APARTMENT

(NOT INCLUDED)

4' EASEMENT

+/ 4'-0"

EXISTING TREE TO BE REMOVED

NEIGHBORING PROPERTY1-STORY SINGLE FAMILY RESIDENCE

(NOT INCLUDED)

NEIGHBORING PROPERTY2-STORY SINGLE FAMILY RESIDENCE

(NOT INCLUDED)

681.41 LOWEST POINT ON SITE

RESIDENTIAL PARKING ONLY

RESIDENTIAL ENTRY DRIVE

FIRE DEPARTMENT CONNECTION - FDC

FIRE DEPARTMENTKNOX BOX

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CLEAR LINE OF SIGHTFROM STAIR EXIT

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FIRE ANNUNCIATOR PANEL

PUBLIC FIRE HYDRANT TO BE INSTALLED BY LADWP

BACKFLOW DEVICE FOR IRRIGATION

DFDA

BACKFLOW DEVICE FOR DOMESTIC WATER SERVICE

MECHANICAL SKID

FIRE HYDRANT DISTANCE TO FDC: 34' (<100' MAX.)

HOSE BIB

HOSE BIB

GAS PIPE DEPRESSED SLABSEE

GAS METER

(6) SHORT TERMBICYCLE RACKS

20' SETBCK BUILDING LINE

10'-2 1/2"

+/- 8'-2"

86'-0"

90'-10"

EA

SE

ME

NT

4'-0".

11'-0"

10/ AD4.2

AUTOMATIC GARAGE DOOR, PROVIDE 20 TRANSPONDERS

AUTOMATIC DOOR PUSH PLATE, SEE

INTERCOM & KEY CARD READER, SEE

G01

G02

G03

19/ AD4.2

19/ AD4.2

ACCESSIBLE ROUTE FROM PUBLIC RIGHT OF WAY TO BUILDING ENTRANCE

BUILDING VEHICULAR PARKING GARAGE ENTRY/EXIT

TPROPOSED TRANSFORMER AND SWITCHGEAR LOCATION.

FHFIRE HYDRANT LOCATION, VERIFY LOCATION WITH CIVIL DRAWINGS

SITE PLAN LEGEND

SETBACK LINE

GAS PIPE CHASE

A R C H I T E C T S

THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.

NO

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This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA

authorization is strictly forbidden.

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ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER

LOS ANGELES | IRVINE | OAKLAND

As indicated

A0.00

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2018-109

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09/25/2020

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1

1/8" = 1'-0"1

ARCHITECTURAL SITE PLANN

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CONCRETE CONSTRUCTION OPENINGS

3 HOUR STRUCTURAL FRAME PRIMARY STRUCTURE N/A

NON-BEARING CMU 90 MIN.2 HOUR FIRE BARRIER

7/ AD1.5

7/ AD1.3

NOTE:ALL CMU 8" NOMINAL.SEE EXTERIOR ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION

1 HR FIRE PARTITION CORRIDOR 20 MIN.1 HOUR PARTITION 12/ AD1.3

CONCRETENON-RATED N.R.7/ AD1.3

7/ AD1.5

NON-BEARING CONCRETE 90 MIN.2 HOUR FIRE BARRIER

NON RATED WALLMETAL STUD PARTITION N.R.4/ AD1.3

NON-BEARING METAL STUDS 90 MIN.2 HOUR FIRE BARRIER 8/ AD1.3

7/ AD1.5

11/ AD1.3

1 HR EXTERIOR WALL N/A1 HOUR EXTERIOR WALL 10/ AD1.5

WOOD CONSTRUCTION

1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.

OPENINGS

2 HOUR FIRE BARRIER

2x6 WALL NON-RATED SINGLE WALL N.R.

90 MIN.

NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.

SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL

20 MIN.


4/ AD1.2

12/ AD1.1

4/ AD1.1

1/ AD1.4

1/ AD1.4

8/ AD1.2

12/ AD1.2

16/ AD1.2

1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT

1 HOUR FIRE BARRIER MECHANICAL SHAFT

EXTERIOR BEARING WALL PLASTER FINISH N/A

20 MIN.

10/ AD1.4

6/ AD1.4

1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1

1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.

DROP CEILING:FINISH HEIGHT AS REFERENCED ON PLAN ABOVE FINISHED FLOOR OR STRUCTURAL SLAB, U.N.O.

CEILING APPLIED TO UNDERSIDE OF FRAMING ABOVE PER FLOOR FRAMING ASSEMBLY OR EXPOSED CONCRETE AT UNDERSIDE OF PODIUM.

SHADED AREA INDICATED DEPRESSED CONCRETE SLAB FOR LANDSCAPE TOPPING WHERE NOTED; CONCRETE SLAB UNDER SIDEWALK, SLOPED TO DRAIN

STEP

HATCHED AREA INDICATES WOOD CONSTRUCTION

AUDIBLE / VISUAL AUGMENTED UNIT

MOBILITY UNIT

A R C H I T E C T S


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JOB NUMBER


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2018-109


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1

1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.

2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.

3. REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.

4. REFER TO SHEET G.10 FOR PARKING STALL TABULATION.

5. REFER TO TYPICAL PARKING STALL LAYOUT ON SHEET A0.01 FOR PARKING STALL CONFIGURATIONS.

6. REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.

7. REFER TO SHEET A7.40 FOR STOREFRONTS.

8. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.

9. REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.

10. REFER TO STRUCTURAL DRAWINGS FOR:

A. SIZE AND LOCATION OF SHEAR WALLS.

B. SIZE AND LOCATION OF BEARING WALLS.

C. COLUMN AND BEAM SIZES.

D. FLOOR SLAB THICKNESS.

11. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.

12. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.

13. FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.

14. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.

15. ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.

16. ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.

17. PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.

18. GARAGE WILL BE FIRE SPRINKLERED THROUGHOUT.

19. PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.

20. ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.

21. ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.

22. SLOPE AT PARKING STALLS TO BE 5% MAXIMUM IN ANY DIRECTION.

23. SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.

24. EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.

25. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.

26. DESIGNATED PARKING STALLS TO BE ASSIGNED BY OWNER.

27. REFER TO 6/AD8.1 AND 10/AD8.1 FOR EV PARKING SPACE AND SIGNAGE INFORMATION.

28. REFER TO 4/AD8.1 FOR GARAGE FLOOR FINISH.

29. CCTV VERTICAL CLEARANCE PER CBC 11B-502.5 AND 307.4.

GARAGE FLOOR PLAN NOTES

LEGEND

MINIMUM 8'-2" HEADROOM CLEARANCE FOR DISABLED ACCESS PATH OF TRAVEL. CLEARANCES SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.

DETECTABLE WARNING STRIP, 36" MINIMUM IN DIRECTION OF TRAVEL- 3

6"

WALL ASSEMBLY LEGEND

1. REFER TO SHEET G.30a AND G.30b FOR APPLICABLE GENERAL NOTES.


3. THE PURPOSE OF THIS PLAN IS TO SHOW THE EXTENT OF THE STRUCTURAL SLAB WITH HORIZONTAL AND VERTICAL CONTROLS. REFER TO FLOOR PLANS FOR TOPPING SLABS.



6. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL SLAB REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.

8. CONTRACTOR SHALL HAVE ALL SLABS, DEPRESSIONS, AND SLOPES VERIFIED AND CERTIFIED BY A LICENSED SURVEYOR PRIOR TO THE PLACEMENT OF ANY STRUCTURAL CONCRETE.

9. FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.

10. ALL FLAT STRUCTURAL SLABS TO RECEIVE TOPPING SLAB AND SLOPE TO DRAIN PER CIVIL DRAWINGS.

11. SLOPE AT PARKING STALLS TO BE 5% MAXIMUM IN ANY DIRECTION.

12. SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.

13. EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.

14. REFER TO CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS FOR ADDITIONAL INFORMATION ON PENETRATION SIZES AND LOCATIONS.

15. IT IS CONTRACTOR’S RESPONSIBILITY TO ESTABLISH EXACT LOCATIONS OF CURBS, BLOCK-OUTS, AND GENERAL SLAB CONFIGURATION.

16. CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL WALLS AND SLAB OPENINGS, PENETRATIONS, AND EMBEDMENTS, AS WELL AS COORDINATE WITH EQUIPMENT SPECIFICATIONS WHERE NECESSARY.

17. CONTRACTOR IS TO CONFIRM WITH ALL TRADES THAT ALL WORK, INCLUDING PLACEMENT OF HARDWARE, SLEEVES, UTILITIES, ETC. INTO OR THROUGH STRUCTURAL CONCRETE DECK, IS COMPLETE PRIOR TO POURING CONCRETE.

18. TOP OF CURB ELEVATIONS ARE TO ALIGN WITH FINISH SLAB ELEVATION, UNLESS NOTED OTHERWISE.

19. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES, STOOPS, WALKS, DRIVEWAYS, SITE WALLS, SLOPES AND ELEVATIONS, ETC. NOT SHOWN HERE.

20. REFER TO SLAB VARIATION PLANS FOR SLAB ELEVATION AND STEM WALL HEIGHT VARIATIONS PER BUILDING.

21. THE SLAB VARIATIONS PLANS SHOW RELATIVE HEIGHTS OF TOP OF SLABS AT LIVING UNITS. REFER TO CIVIL DRAWINGS FOR TOP OF CURBS AT GARAGE AND GARAGE SLAB ELEVATIONS.

22. NOT ALL DIRECT ACCESS DOORS FROM GARAGE TO LIVING UNITS ARE ACCESSIBLE ROUTES. REFER TO CIVIL PLANS FOR ACCESSIBLE ROUTES FROM UNIT ENTRY DOOR TO GARAGE DOOR. REFER TO CIVIL AND POST-TENSION DESIGN FOR CONCRETE STEPS TO UNITS, IF PROVIDED.

23. PROVIDE MOISTURE BARRIER UNDER ALL SLAB-ON-GRADE IN SENSITIVE AREAS: STORAGE ROOMS, AREAS WITH FINISH MATERIALS, ETC.


SLAB PLAN NOTES

1. REFER TO SHEET G.30 & G.31 FOR APPLICABLE GENERAL NOTES.


3. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLERS, STRUCTURAL, AND INTERIOR DRAWINGS FOR LAYOUTS AND ADDITIONAL INFORMATION FOR LOCATION OF LIGHT FIXTURES, HVAC REGISTERS, AND FIRE SPRINKLER LINES.



6. PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.

7. ALL VENT AND CLEANOUT LOCATIONS TO BE APPROVED BY OWNER.

8. LIGHTS TO BE CENTERED IN CEILING AREAS WITHIN ROOMS OR SPACES, UNLESS NOTED OTHERWISE.

9. EXTEND SOFFITS 2” BEYOND FACE OF CABINETS, TYPICAL.

10. BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.11. GROUP R-2 AND R2.1 FIRE ALARM SYSTEMS AND SMOKE ALARM:

(LAFC 907.2.9)D. PROVIDE SINGLE- AND MULTIPLE-STATION SMOKE ALARMS:

I. ON CEILING OR WALL OUTSIDE OF EACH SLEEPING AREAS.

II. IN EACH ROOM USED FOR SLEEPING PURPOSES.III. IN EACH STORY WITHIN A DWELLING UNIT.


CEILING PLAN GENERAL NOTES

CEILING PLAN LEGEND

ALL FIXTURES SPECIFIED BY OWNER.

FLOOR PLAN NOTES



3. REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.

4. REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.

5. REFER TO SHEET A7.40 FOR STOREFRONTS.



8. THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.

9. REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF FRAMING AND SHEATHING.B. SPECIAL NAILING AND BLOCKING REQUIREMENTS.



12. ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.

13. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.

14. PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10 FOOT INTERVALS.

15. BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.

16. PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.


18. PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).

19. NEWLY MECHANICALLY VENTILATED BUILDINGS SHALL PROVIDED REGULARLY OCCUPIED AREAS OF THE BILDINGS WITH A MERV 13 FILTER FOR OUTSIDE AND RETURN AREA. FILTER SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF HE SAME VALUE SHALL BE INCLUDED IN THE OPERATIUONS AND MAINTENANCE MANUAL.

20. PROVIDE HIGH SPEED INTERNET OR WIRELESS "WIFI" SERVICE CONNECTION TO EACH UNIT BY WIRELESS ACCESS POINT. SERVICE WILL BE AVAILABLE BY THE PLACED IN SERVICE DATE. HIGH SPEED INTERNET SERVICE, WITH A MINIMUM AVERAGE DOWNLOAD SPEED OF 768 KILOBITS/SECOND MUST BE MADE AVAILABLE TO EACH UNIT FOR A MINIMUM OF 15 YEARS, FREE OF CHARGE TO THE TENANTS, AND AVAILABLE AT THE TIME OF THE PROJECT'S PLACED-IN-SERVICE DATE.





5. MAJOR ROOF SLOPES ARE 3/8” PER FOOT TO PROVIDE MINIMUM 1/4” PER FOOT SLOPE ALONG DRAINAGE FLOW LINES.

6. ROOF SPOT ELEVATIONS ARE TO TOP OF ROOF SHEATHING, UNLESS NOTED OTHERWISE.

7. ROOF ELEVATION DATUM SET AT 0.00’ AT 7TH FLOOR TOP PLATE.

8. REFER TO STRUCTURAL DRAWINGS FOR:

A. SIZE AND LOCATION OF FRAMING AND SHEATHING.B. SPECIAL NAILING AND BLOCKING REQUIREMENTS.

9. ROOFING TO BE MINIMUM CLASS “A” 1-HOUR FIRE-RATED ASSEMBLY.

10. POWER TOOLS USED TO CUT THE REQUIRED OPENINGS IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TO THE APPROPRIATE DEPTH TO AVOID CUTTING INTO ANY STRUCTURAL MEMBERS OF THE ROOF ASSEMBLY.

11. PRIME ALL GALVANIZED SURFACE AREAS THAT ARE TO BE PAINTED. ALL EXPOSED ROOF FLASHING AND PLUMBING VENTS SHALL BE PAINTED TO MATCH ADJACENT SURFACE.

12. PROVIDE SPLASH BLOCK AT ALL DOWNSPOUT LOCATIONS. PROVIDE SPLASH BLOCK OR GRAVEL BED WITHIN LANDSCAPE AREAS, REFER TO LANDSCAPE DRAWINGS.

13. PER CALIFORNIA PLUMBING CODE, ROOF VENTS SHALL NOT BE PLACED WITHIN 10’-0” FROM, OR LESS THAN 3’-0” ABOVE, AIR INTAKES OR VENT SHAFTS.

14. GUARDS SHALL BE PROVIDED WHERE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10’-0” FROM THE ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE, AND SUCH EDGE OR OPEN SIDE IS MORE THAN 30” ABOVE ROOF, FLOOR, OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED TO PREVENT THE PASSAGE OF A 21” DIAMETER SPHERE.

15. FAÇADE ACCESS PLAN (OPOS) SHALL BE PROVIDED BY OWNER TO COMPLY WITH OSHA REGULATIONS. THE OWNER SHALL COORDINATE AND NOTIFY THE PROJECT TEAM IF FAÇADE ACCESS REQUIREMENTS NEED TO BE SHOWN IN THESE CONSTRUCTION DOCUMENTS.

16. ANY CONTRACTOR INSTALLING FUTURE EQUIPMENT ON ROOF, INCLUDING SOLAR PANELS, RETAIL EQUIPMENT, SATELLITE DISH, ETC. SHALL RETAIN STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ACOUSTICAL, AND WATERPROOFING CONSULTANT SERVICES AND OBTAIN APPROVAL FROM BUILDING OWNER AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.


18. REFER TO SHEETS AD6.1, AD6.2, AND AD6.3 FOR TYPICAL ROOF DETAILS.

HOOD FOR LINE SETS

ROOF VENTILATOR

WALKWAY PADS

H

ROOF PLAN NOTES

ROOF LEGEND

SLAB PLAN LEGEND

RE

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FLOOR PLAN LEGEND

TT

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UP

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FD

FD

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FD

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SLO

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30"

x 48"

30"

x 48"

SLO

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2.0

0%

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5.0

7%

54" x 60"

54" x 60"

48" x 48"

48" x 48"

48" x 48"

48" x 36"

48" x 48"

48" x 36"

1

1

AA

1A2.11

2A2.10

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

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2

2

8

8

DD

B001

ELEC.

B002

MAINTENANCEWORKSHOP

B003

MECH. FANROOM

B004

TRASH /RECYCLING

4'-8" 8'-10" 14'-0" 6'-0" 17'-5" 6'-9" 23'-3" 9'-4" 6'-0"

18'-1"

26'-9 1

/2"

12'-1 1

/2"

19'-6"

19'-4"

23'-7"

115'-11"

(BU

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ING

)

1

A3.10

2

A3.10

A.7A.7

SB01

STAIR 1

SB02

STAIR 2

B001

B003

B004

S03

BASEMENTPARKING

EB01

ELEV

2

A5.10

2

A5.11

1

A5.12

℄1'-3"

3'-0"

670.85'

25

25

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(EATD)210' < 400'

(CPET)89' < 100'

10'-0"

37'-8"

37'-8"

R 2

0' -

0"

10"

1'-1"

10"

10"

10"

10"

668.18'

668.18'

B005

MPOE

B005

SB01

SB01A

EV READYSTALL

EV READYSTALL

EV READYSTALL

EV READYSTALL

(EATD)29' < 400'

(CPET)80' < 100'

4'-0"

10'-0"

37'-8"

37'-8"

10'-0"

10'-0"

R 2

0' - 0

"

25'-4"

℄

5'-10"

10"

10"

10"

11 1

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1'-0 1

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11"

1'-0"1'-0"1'-6" 2'-0"

10"

10"

25'-4"

℄

1'-7"

14'-7"

4 1

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14'-11 1

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11'-5 1

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15'-11"

3'-6"

14'-7"

9"

9'-3 1

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TRENCH DRAIN13/AD8.1

1'-7 1

/2"

5 1

/2"

7'-7 1

/2"

18'-0"

5'-0"

6'-11"

℄4'-3"

PERIMETER BELOWGRADE WATERPROOFING

AREA OF REFUGE(1) 30x48 SPACE


℄℄

4'-4 1

/2"

12'-0"

5"

5'-0"

668.18'

B002

SB02

E01B

EVCS




BOLLARDS;SEE DETAIL 5/ AD8.1

6/ AD4.0

/6 AD4.0

/6 AD4.0

/6 AD4.0

EVCS

MIN. 8'-2" CLR.

MIN. 7'-0" CLR.

(6) LONG TERM BICYCLE LOCKERSAMERICAN BICYCLE SECURITY COMPANY, PRODUCT: BIKE-SHELL MODEL 351 OR APPROVED EQUAL

EA

SE

ME

NT

4'-0".

7"

TY

P. S

TA

LL W

IDT

H

9'-0"

TYP. STALL LENGTH

18'-0"

MECH. VENTILATION SHAFT

2'-6"

6'-0"

2'-6"

6'-5"

E01Ba

CO

CO

CO CO

CO

CONDUIT DUCT BANK ABOVE.CL'G HT 5'-0" CLR.

UNDERGROUND CISTERN, SEE CIVIL PLANS.

B004A




7/ AD1.5

7/ AD1.3




7/ AD1.5




7/ AD1.5

11/ AD1.3


*PARKING TO BE ASSIGNED BY OWNER

ASSIGNED PARKING

UNASSIGNED PARKING

GUEST PARKING

17

0

N/A

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A0.11

BA

SE

ME

NT

LE

VE

L F

LO

OR

PL

AN

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"1

BASEMENT FLOOR PLANN

PARKING GARAGE (S-2 OCC.)

OCCUPANCY LOAD FACTOR 1/200ACCESSORY OCCUPANCY LOAD FACTOR 1/300PER CBC TABLE 1004.5

8437 / 200 = 43 OCCUPANTS1828 / 300 = 7 OCCUPANTSTOTAL = 50 OCCUPANTS

2 EXITS REQUIRED2 EXITS PROVIDED

44" STAIR WIDTH PROVIDED AT EA. EXIT STAIRWAY34" CLEAR DOOR PROVIDED AT EA. EXIT STAIRWAY

STAIR 125 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 25 = 5.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 25 = 7.5"PROVIDED STAIR WIDTH: 44"



FOR GENERAL NOTES, LEGEND, AND

OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10

PARKING SUMMARY

TYPE COUNT SYMBOL

BASEMENT

EV READY 4 S

EV STANDARD 2 EV

EV VAN ACCESSIBLE 1 EV VAN

STANDARD 10 S

17

TOTAL PRIME STALLS 17

NOTE:RESIDENT PRIME = DIRECT ENTRY / NON-TANDEM

1. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALLBE BASED UPON 40AMPERE MINIMUM BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

2. THE SERVICE PANEL OR SUBPANEL CIRCUIOT DIRECTORY SHALLIDENTIFY THEW OVERCURRENT PROTECTIVE DEIVCE SPACE(S)RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CAPABLEIN ACCORDANCE WITH LOS ANGELES ELECTRICAL CODE(4.106.4.2, 4.106.4.3)

3. ALL DOWNSPOUTS TO DRAIN TO UNDERGROUND CISTERN. SEE CIVIL PLAN SHEETC4.0.

NOTES

LONG TERM BICYCLE LOCKERS:AMERICAN BICYCLE SECURITY COMPANY, PRODUCT: BIKE-SHELL MODEL 351

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

REF.DW P

MW

UP

UP

UP

T R

FD

FD

F.E.

RE

F.

MP

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

MP

RE

F.

EP

MP

RE

F.

EP

REF.

EP

MP

W D

F.E

.

DW

SLO

PE

10%

MA

X.

SLO

PE

20%

MA

X.

54" x 60"

UP

UP

UP

SLO

PE

10%

MA

X.

SLO

PE

20%

MA

X.

1

1

AA

1A2.11

2A2.10

2A2.11

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

TRANSFORMERPAD

C101

LOBBY /MAIL

C102

MANAGER'SOFFICE

C105

LOUNGE2

C104

LOUNGE1

C103

OFFICE

C110

STORAGE

112

A1

113

S1b

114

S1.1115

S1116

S1.1117

S1118

S1.1b

8'-10 1/4" 19'-0"

℄℄℄

12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"

59'-8 1

/2"

29'-11"

10 1

/2"

90'-6"

(BU

ILD

ING

)

20'-0"

89.9

90°

90.018°89

.984

°

90.009°

90'-6"

(BU

ILD

ING

)

1

A3.10

2

A3.10

A.7A.7

F.2F.2

C106

STORAGE

S021

S021A

C109

COMMUNITYROOM

S02

STAIR 2

S01

STAIR 1

S011

C110

C106

C102A

C113

C112

1

A6.12

1

A6.11

1

A6.10

3

A5.11

3

A5.10

2

A5.12

C112

DRIVEWAY

C113

CORR.

39

49

50

42

(EATD)123' < 250'

(CPET)58' < 125'

C111

TRASH /RECYCLING

E01

ELEV

C111A

C107

UNISEXRR

C108

UNISEXRR

C107

C108

C111B

C111

C114

UTIL.C114

HOSE PULL DISTANCE94' < 150'

8'-4"

85'-6 1/2"

16

C101

C113A

8

AD1.2

4

AD1.1

8

AD1.1

12

AD1.3

12

AD1.3

7

AD1.5

TYP.

ALL CONC. WALL TO APPLY GYP. BOARD 2x FURRING WALL; SEE DETAIL 2/ AD1.4

LINE OF SOFFIT ABOVE;SEE RCP FOR MORE INFO.

ALIG

N F

INIS

H

8"

ALL CONC. COLUMN TO APPLY GYP. BOARD W/ FURRING CHANNELS; SEE DETAIL 7/ AD1.5

8"

7'-5 1

/2"

20'-1"

12'-4"

19'-9"

5'-3 1

/2"

24'-11"

C104

C105

11

AD1.5

C103

C102

C109

C109A

C109B

12

AD1.1

8

AD8.1

ROLL-UPSECURITY GATE;SEE DETAIL9/ AD8.1

9

AD1.5

MAIL ROOM

E011

E011a

20'-0"

42

41

4

AD1.5

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

1

A3.10

2

A3.10

A.7A.7

F.2F.2

TRANSFORMERPAD

C101

LOBBY /MAIL

C102

MANAGER'SOFFICE

C105

LOUNGE2

C104

LOUNGE1 C103

OFFICE

C110

STORAGE

C109

COMMUNITYROOM

112

A1

113

S1b114

S1.1115

S1116

S1.1117

S1

118

S1.1b

8'-10 1/4" 19'-0"

77'-2 1/2" 8'-5 3/4"

29'-10"

59'-9 1

/2"

24'-11"

25'-0 1

/2"

11'-10"

21'-0 1

/2" 1

2'-0"

2'-9"

2'-5 3

/4"

4'-1 1/4"3'-9 1/4"

3'-9 1/4" 4'-0"

S02

STAIR 2

S01

STAIR 1C106

STORAGE

7'-10 1

/2"

6'-8 1/2"

8'-8"

7'-9"

3'-8 1

/2"

7'-1 1/4"

14'-9"

14'-1"

4'-0"

26'-2 1

/2"

7"

12'-1 1

/2"

19'-6"

19'-4"

8'-9"

14'-10"

4'-8" 8'-10" 14'-0" 6'-0" 17'-5" 6'-9" 23'-3" 9'-4" 6'-0"

34'-11 3

/8"

8"

2'-11 1/4"

3'-8"

2'-8"

11 1/4"

10 1

/2"

681.85'681.27'

681.85'

681.27'

681.85'

681.05'

673.01'

681.85'

681.27' S.S.

16

AD4.1

4

AD4.1

3

AD4.1

3

AD4.1

11

AD4.1

3

AD4.1

19

AD4.1

REFER TO SHEET A0.10 FOR SLAB PLAN LEGEND

681.27'

10

AD4.2

DEPRESSED SLAB ELEVATION FOR GAS VAULT AT 678.77'

16

AD4.2

1'-10"

1'-9"




7/ AD1.5

7/ AD1.3




7/ AD1.5




7/ AD1.5

11/ AD1.3


WOOD CONSTRUCTION


OPENINGS

2 HOUR FIRE BARRIER


90 MIN.



20 MIN.


4/ AD1.2

12/ AD1.1

4/ AD1.1

1/ AD1.4

1/ AD1.4

8/ AD1.2

12/ AD1.2

16/ AD1.2




20 MIN.

10/ AD1.4

6/ AD1.4



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A0.12

1S

T S

TO

RY

SLA

B &

FLO

OR

PL

AN

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"2

1ST STORY FLOOR PLAN1/8" = 1'-0"

11ST STORY SLAB PLAN

N N

STAIR 1B1 + L2 = 39 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 39 = 7.8"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 39 = 11.7"PROVIDED STAIR WIDTH: 44"

STAIR 2B1 + L2 = 40 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 40 = 8.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 40 = 12.0"PROVIDED STAIR WIDTH: 44"

RESIDENTIAL SERVICES / LOBBY / MAIL ROOM / UNISEX BATHROOM (B OCC.)

PER CBC TABLE 1004.5OCCUPANCY LOAD FACTOR 1/150OFFICE: 455/150 = 3.03MEETING ROOMS: 185/15= 12.33STORAGE: 32/300= 0.11TOTAL = 16 OCCUPANTS

LOBBY/MAIL, RESTROOMS: (625+83+73)/150 = 5.21STORAGE: 29/300= 0.10TOTAL = 6 OCCUPANTS

TOTAL = 22 OCCUPANTS

1 EXIT REQUIRED2 EXITS PROVIDED

DOOR36 + 6 = 42 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 42 = 8.4"PROVIDED DOOR WIDTH: 72"

DOOR35 + 7 = 42 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 42 = 8.4"PROVIDED DOOR WIDTH: 36"

DOOR50 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 50 = 10"PROVIDED DOOR WIDTH: 72"

COMMUNITY ROOM (A OCC.)

OCCUPANCY LOAD FACTOR 1/15PER CBC TABLE 1004.5COMMUNITY ROOM: 1475 / 15 = 98.33STORAGE: 83 / 300 = 0.28TOTAL = 99 OCCUPANTS

2 EXITS REQUIRED3 EXITS PROVIDED

1ST STORY RESIDENTIAL (R-2 OCC.)

OCCUPANCY LOAD FACTOR 1/200PER CBC TABLE 1004.52518 / 200 = 13 OCCUPANTS





RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

UP

T R

D D

WW

RE

F.

MP

EP

RE

F.

MP

EP

REF.P

REF.P

UP

F.E

.

RE

F.

MP

MP

RE

F.

RE

F.

MP

MP

RE

F.

MP

RE

F.

EP

EP

EP

EP

EP

RE

F.

MP

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

MP

EP

MP

EP

54"

x 60"

UP

UP

1

1

AA

1A2.11

2A2.10

2A2.11

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

210

S1b211

S1.1212

S1213

S1.1214

S1

215

S1.1b

216

A2

209

S2

201

S1a202

S1.1(R)203

S1(R)204

S1.1(R)205

S1(R)

206

S1.1a

207

A2

C205

LAUND.

208

S2a

90'-6"

85'-6 1/2"

85'-6 1/2"

90'-6"

1

A3.10

2

A3.10

A.7A.7

F.2F.2

C201

STORAGE

C207

JANITOR'SCLOSET

E01

ELEV

S01

STAIR 1

S02

STAIR 2

C202

UTIL.

4

A5.10

4

A5.11

3

A5.12 15

14

(EATD)105' < 250'

(CPET)75' < 125'

(EATD)106' < 250'

(CPET)66' < 125'

C203

MAINT.

C206

IDF /CLOSET

C204

T/R

DEAD END CORRIDOR (<50' MAX.)

41'-11 1/4"

S012

C201

C207

S022

C204

C200

C206

C205

C205A

E012

C202C203

C204A C204B

C200

CORR.

ALIGN FINISH AT CORRIDOR, SEE DETAIL FOR

STUD LOCATIONS13/ AD1.4

ALIGN FINISH AT CORRIDOR, SEE DETAIL FORSTUD LOCATIONS

13/ AD1.4

14

AD1.4

4

AD1.1

12

AD1.1

8

AD1.2

8

AD1.2

3

AD1.4

12

AD1.2

4

AD1.2

16

AD1.2

3'-5"

4

AD1.2

1'-0"

7'-1 1

/2"

17'-4"

5'-9"

14'-6"

1"

14'-6"

5'-3 1

/2"

24'-11"

1'-0"

30'-2 1

/2"

14'-6"

1"

14'-6"

5'-9"

20'-2 1

/4"

3'-4 3

/4"

10 1

/2"

SIM.

℄℄℄

12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"

℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"

12

AD1.4

8

AD1.1

4

AD4.3

F1

F1

E012a

+/- 9'-2"

+/- 8'-0"

+/- 10'-6"

+/- 10'-2"

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

1

A3.10

2

A3.10

A.7A.7

F.2F.2

216

A2209

S2

201

S1a202

S1.1(R)203

S1(R)204

S1.1(R)205

S1(R)206

S1.1a

207

A2

C205

LAUND.

208

S2a

WOOD CONSTRUCTION

8'-4" 0" 77'-2 1/2"

4'-11 1

/2"

6'-8"

5'-6 1

/2"

14'-11"

19'-5 1

/2"

1'-1"

34'-4 1

/2"

24'-11"

11'-1"

C204

T/R C202

UTIL.

S01

STAIR 18'-4"

7'-9"

3'-8 1

/2"

8'-10 1

/2"

7'-3"

81'-10"

C203

MAINT.

C206

IDF /CLOSET

1 3/4"

11"

REFER TO SHEET A0.10 FOR SLAB PLAN LEGEND

1'-10"

1'-9 1

/2"

1'-10" 1'-9 1

/2"

WOOD CONSTRUCTION


OPENINGS

2 HOUR FIRE BARRIER


90 MIN.



20 MIN.


4/ AD1.2

12/ AD1.1

4/ AD1.1

1/ AD1.4

1/ AD1.4

8/ AD1.2

12/ AD1.2

16/ AD1.2




20 MIN.

10/ AD1.4

6/ AD1.4



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A0.13

2N

D S

TO

RY

SLA

B &

FL

OO

RP

LA

N

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"2

2ND STORY FLOOR PLAN1/8" = 1'-0"

12ND STORY SLAB PLAN

2ND STORY - 4TH STORY RESIDENTIAL (R-2 OCC.)

OCCUPANCY LOAD FACTOR 1/200ACCESSORY OCCUPANCY LOAD FACTOR 1/300PER CBC TABLE 1004.5

5520 / 200 = 28 OCCUPANTS182 / 300 = 1 OCCUPANTTOTAL = 29 OCCUPANTS

2 EXITS REQUIRED3 EXITS PROVIDED (2 STAIRS + HORIZONTAL)


N N






RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

UP

T R

RE

F.

MP

EP

RE

F.

MP

EP

UP

REF.P

REF.P

F.E

.

RE

F.

MP

MP

RE

F.

RE

F.

MP

MP

RE

F.

MP

RE

F.

EP

EP

EP

EP

EP

RE

F.

MP

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

D D

WW

MP

EP

MP

EP

UP

T R

UP

RE

F.

MP

EP

RE

F.

MP

EP

REF.P

REF.P

UPUP

F.E

.

MP

EP

RE

F.

MP

MP

RE

F.

RE

F.

MP

MP

RE

F.

MP

RE

F.

EP

EP

EP

EP

EP

RE

F.

MP

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

MP

RE

F.

EP

RE

F.

MP

EP

MP

RE

F.

EP

D D

WW

MP

EP

1

1

AA

1A2.11

2A2.10

2A2.11

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

401

S1a402

S1.1(R)403

S1(R)404

S1.1(R)405

S1(R)406

S1.1a

410

S1b411

S1.1412

S1413

S1.1414

S1415

S1.1b

416

A2

409

S2

407

A2408

S2a

1'-0"

7'-1 1

/2"

17'-4"

5'-9"

14'-6"

1"

19'-9 1

/2"

24'-11"

90'-6"

85'-6 1/2"

1'-0"

24'-11"

5'-3 1

/2"

4'-3 1

/4"

90'-6"

85'-6 1/2"

1

A3.10

2

A3.10

A.7A.7

F.2F.2

C401

STORAGE

C407

JANITOR'SCLOSET

S01

STAIR 1

S02

STAIR 2

S014

C401

C407

S024

5

A5.11

5

A5.10

3

A5.12

C404

E01

ELEV.

C402

UTIL.C403

MAINT.

C405

LAUN.

C400

C406

C405

C405A

E014

C402C403

C404A C404B

C404

T/R

SIMC400

CORR.C406

IDF /CLOSET

14'-7 1

/8"

1"

14'-6"

5'-9"

20'-2 1

/4"

℄℄℄

12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"

℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"

REFER TO 2/ A0.13 FORTYP. INFO NOT SHOWN

(EATD)105' < 250'

(CPET)75' < 125'

(EATD)106' < 250'

(CPET)66' < 125'

C3

C3

E014a

1

1

AA

1A2.11

2A2.10

2A2.11

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

301

S1a302

S1.1(R)303

S1(R)304

S1.1(R)305

S1(R)306

S1.1a

310

S1b311

S1.1312

S1313

S1.1314

S1315

S1.1b

316

A2309

S2

307

A2

C305

LAUN.

308

S2a

90'-6"

85'-6 1/2"

1'-0"

24'-11"

5'-3 1

/2"

4'-3 1

/4"

90'-6"

85'-6 1/2"

1

A3.10

2

A3.10

A.7A.7

F.2F.2

C307

JANITOR'SCLOSET

S01

STAIR 1

S02

STAIR 2

C302

UTIL.

S013

C301

C307

S023

4

A5.11

4

A5.10

3

A5.12

C304

E01

ELEV.

C300

C303

MAINT.

C306

IDF /CLOSET

C304

T/R

C306

C305

C305A

E013

C302C303

C304A C304B

SIMC300

CORR.

℄℄℄

12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"

C301

STORAGE

℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"

5"

1'-0"

7'-1 1

/2"

17'-4"

5'-9"

14'-6"

1"

14'-6"

5'-3 1

/2"

24'-11"

14'-7 1

/8"

1"

14'-6"

5'-9"

20'-2 1

/4"

9

AD4.4

REFER TO 2/ A0.13 FORTYP. INFO NOT SHOWN

(EATD)105' < 250'

(CPET)75' < 125'

(EATD)106' < 250'

(CPET)66' < 125'

F1

F1

E013a

WOOD CONSTRUCTION


OPENINGS

2 HOUR FIRE BARRIER


90 MIN.



20 MIN.


4/ AD1.2

12/ AD1.1

4/ AD1.1

1/ AD1.4

1/ AD1.4

8/ AD1.2

12/ AD1.2

16/ AD1.2




20 MIN.

10/ AD1.4

6/ AD1.4



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A0.14

3R

D &

4T

H S

TO

RY

FL

OO

RP

LA

N

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"2

4TH STORY FLOOR PLAN1/8" = 1'-0"

13RD STORY FLOOR PLAN

N N








RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

DN

T R

DS

DS

DS

DN

30"

x 48"

30"

x 48"

1

1

AA

1A2.11

2A2.11

1A2.10

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

9'-4 1/4" 76'-3"

8'-1 1

/2"

17'-4"

5'-9"

34'-4 1

/2"

24'-11"

77'-2 1/2" 8'-4"

85'-6 1/2"

20'-0 3

/4"

5'-10 1

/2"

34'-5 1

/2"

24'-10"

1'-0"

85'-7 1/4"

90'-6"

1

A3.10

2

A3.10

A.7A.7

F.2F.2

E01

ELEV

SR01

STAIR 1

SR02

STAIR 2

SR01

SR02

6

A5.11

4

A5.12

6

A5.10

3

3

R001

CTRL.ROOMR001

2.3

6%

2.2

5%

4.71%

4.74%

6.35%

2.8

2%

5.35%

1.9

5%

7.20%

2.0

5%

3.51%

2.6

3%

1.7

6%

9.59% 10.85%

2.1

2%

4.3

1%

5.44%

3.91%

3.1

6%

3.1

6%

6.53%

4.3

1%

2.37%

11

.23

%

15.78%

13

.41

%

12.25%

24.0" T.O.W.

8.0"

24.0" T.O.W.

24.0" T.O.W.24.0" T.O.W.

24.0" T.O.W.

8.0" 8.0"

7.3"

8.0"

8.0" 8.0"

1.0"

1.0"1.0"

1.0"

8.0" 8.0"

1.0"

1.0" 1.0"

TRASH CHUTE SHAFT

SOLAR HOT WATER PANELS

ER01

6

AD6.2

TYP.

9

AD6.1

TYP.

13

AD6.1

13

AD6.1

13

AD6.1

13

AD6.1

BOILER / SOLAR HOT WATER TANK PAD

REFER TO PLUMBING AND SOLAR HOT WATER

DRAWINGS FOR ADDITIONAL INFORMATION

24.0" T.O.W.

GU

AR

DR

AIL

GLA

SS

GUARDRAIL

GLASS

ROOF DECK A ROOF DECK B

ROOF DECK SCREEN PER LANDSCAPE.



HOSE BIB

20

AD6.3

TYP.

PAVERS ON PEDESTAL SYSTEMAT ROOF DECK; SEE DETAIL AND LANDSCAPE DWGS. FOR MORE INFO.

/8 AD2.2

TYP.10

AD6.3

GU

AR

DR

AIL

GLA

SS

GUARDRAILGLASS

4'-0"

10'-0"12'-2"

10'-0"

4'-0"742 SF 748 SF

6'-0"

6'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

4'-0"

3'-0" 4'-0" 4'-0" 3'-0"

4'-0"

3'-0"

WOOD CONSTRUCTION


OPENINGS

2 HOUR FIRE BARRIER


90 MIN.



20 MIN.


4/ AD1.2

12/ AD1.1

4/ AD1.1

1/ AD1.4

1/ AD1.4

8/ AD1.2

12/ AD1.2

16/ AD1.2




20 MIN.

10/ AD1.4

6/ AD1.4



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A0.15

RO

OF

PLA

N

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"1

ROOF PLANN



ROOF DECK A (R OCC.)


1 EXIT REQUIRED2 EXIT PROVIDED


ROOF DECK B (R OCC.)







Energy Smart Tan CRRC Product ID 0674-0004

1. ALL ROOF RUNOFF TO DRAIN TO UNDERGROUND CISTERN. SEE CIVIL PLAN SHEETC4.0.

NOTES

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

REF.F.E.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

REF.

F.E

.

RE

F.

RE

F.

REF.

REF.

F.E

.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

A.7A.7

F.2F.2

9' - 0"10' - 0"

10' - 0"

C101

LOBBY /MAIL

C102

MANAGER'SOFFICE

C105

LOUNGE2

C104

LOUNGE1 C103

OFFICE

C110

STORAGE

112

A1

113

S1b114

S1.1115

S1116

S1.1117

S1118

S1.1b

C106

STORAGE

C109

COMMUNITYROOM

S02

STAIR 2

S01

STAIR 1

C113

CORR.

C111

TRASH /RECYCLING

E01

ELEV

C107

UNISEXRR

C108

UNISEXRR

C114

UTIL.

9' - 0"

8' - 0"

10' - 0"

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

A.7A.7

F.2F.2

210

S1b211

S1.1212

S1213

S1.1214

S1

215

S1.1b

216

A2209

S2

201

S1a202

S1.1(R)203

S1(R)204

S1.1(R)205

S1(R)206

S1.1a

207

A2

C205

LAUND.

208

S2a

C201

STORAGE

C207

JANITOR'SCLOSET

E01

ELEV

S01

STAIR 1

S02

STAIR 2

C202

UTIL.C203

MAINT.

C206

IDF /CLOSET

C204

T/R

8' - 0"



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A1.11

1S

T &

2N

D S

TO

RY

RC

P

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"1

1ST STORY1/8" = 1'-0"

22ND STORY

CEILING PLAN LEGEND

ALL FIXTURES SPECIFIED BY OWNER.1. “EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING”

2. EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL”

NOTE

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

RE

F.

RE

F.

REF.

REF.

F.E

.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

REF.

REF.

F.E

.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

RE

F.

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

A.7A.7

F.2F.2

310

S1b311

S1.1312

S1313

S1.1314

S1

315

S1.1b

316

A2309

S2

301

S1a302

S1.1(R)303

S1(R)304

S1.1(R)305

S1(R)306

S1.1a

307

A2

C305

LAUN.

308

S2a

C301

STORAGE

C307

JANITOR'SCLOSET

E01

ELEV.

S01

STAIR 1

S02

STAIR 2

C302

UTIL.C303

MAINT.

C306

IDF /CLOSET

C304

T/R8' - 0"

1

1

AA

1.3

1.3

3

3

5

5

4

4

6

6

7

7

9

9

BB

CC

FF

GG

EE

2

2

8

8

DD

E.1E.1

A.7A.7

F.2F.2

410

S1b411

S1.1412

S1413

S1.1414

S1

415

S1.1b

416

A2409

S2

401

S1a402

S1.1(R)403

S1(R)404

S1.1(R)405

S1(R)406

S1.1a

407

A2

C405

LAUN.

408

S2a

C401

STORAGE

C407

JANITOR'SCLOSET

E01

ELEV.

S01

STAIR 1

S02

STAIR 2

C402

UTIL.C403

MAINT.

C406

IDF /CLOSET

C404

T/R8' - 0"



A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A1.12

3R

D &

4T

H S

TO

RY

RC

P

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

1/8" = 1'-0"1

3RD STORY1/8" = 1'-0"

24TH STORY

CEILING PLAN LEGEND

ALL FIXTURES SPECIFIED BY OWNER.1. “EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT

AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING”

2. EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL”

NOTE

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

694.35'

2ND STORYT.O. CONC.

704.43'

3RD STORYT.O. SHT'G.

714.52'

4TH STORYT.O. SHT'G.

725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

1.38

2

A3.10

C2C2C2C2

C112

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

12'-6"

10'-1"

10'-1"

10'-6"

2'-0"

C101

F1

F1

F1

112

31 65 14 4

77

7'-0"

CONTROL/EXPANSION JOINT

1

A2.30

1

A2.31

2

A2.30

LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)

F.D ACCESS POINT +/- 681.95

AVERAGE GRADE PLANE +/- 681.28

(<65'-0"

MA

X. H

EIG

HT

PE

R B

UIL

DIN

G C

OD

E)

45'-2"

(<46'-0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46'-0"

BU

ILD

ING

HE

IGH

T T

O S

TA

IR O

VE

RR

UN

54'-4"

CLEARANCE 8'-2"

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

1

A3.10

A.7 F.2

C3

F1

C1

C113

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

2'-0"

10'-6"

10'-1"

10'-1"

12'-6"

F1


(<46'-0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46' -

0"

11 126 1 8755 8

4' E

AS

EM

EN

T

11

AD3.2

16

AD3.2

12

AD3.2

3

AD3.2

2

AD3.2

1

AD3.2

13

AD6.1

12

AD5.1

4

AD4.3

5

AD4.3

C3

C3

F1

(<65'-0"

MA

X H

EIG

HT

PE

R B

UIL

DIN

G C

OD

E)

45' -

2"



5

AD5.1

13

AD3.1

5

AD5.1

18

AD4.3

14

AD4.3

14

AD6.1

4

AD4.4

10

AD4.4

5

AD4.4SIM. B

UIL

DIN

G H

EIG

HT

TO

ST

AIR

OV

ER

RU

N

54'-4"

11'-0 1/4"

25% OPENING MAX.941 SF WALL AREA104 SF OPEN AREA11%


10

AD5.1 BURBANK BLVD.

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A2.10

EX

TE

RIO

R E

LE

VA

TIO

NS

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1



3. REFER TO SHEET AS.20 FOR GLAZED OPENING STC RATINGS.

4. THESE PLANS SHOW UNIQUE INFORMATION AND OVERALL RELATIONSHIPS ONLY. REFER TO ENLARGED ELEVATION AND SECTION SHEETS FOR INFORMATION NOT SHOWN.

5. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

6. ALL CONTROL JOINTS AND FINISH MATERIALS SHALL WRAP AROUND CORNERS AND CONTINUE ONTO ADJACENT WALLS WHETHER SHOWN OR NOT, UNLESS NOTED OTHERWISE. PER ASTM C 1063 INSTALL CONTROL JOINTS WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.

7. PER ASTM C 1063, EXTERIOR PLASTER CONTROL JOINTS TO BE INSTALLED IN VERTICAL SURFACES EXCEEDING 144 SQUARE FEET IN AREA AND HORIZONTAL SURFACES EXCEEDING 100 SQUARE FEET IN AREA. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.

8. ALL WEEP SCREED LINES SHALL BE LEVEL AND STEP WITH ADJACENT GRADE. STEPPING OF WEEP SCREED TO OCCUR AT INSIDE CORNERS. BOTTOM EDGE OF WEEP SCREED SHALL BE INSTALLED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. NOSE OF SCREED SHALL BE PLACED 4 INCHES MINIMUM ABOVE GRADE OR 2 INCHES MINIMUM ABOVE PAVED SURFACE.

9. ALL WINDOW HEAD HEIGHTS TO BE 8’-0” ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.

10. ALL WINDOWS TO BE RECESSED, EXCEPT AT DECKS, UNLESS NOTED OTHERWISE. REFER TO BUILDING AND UNIT PLANS FOR SPECIFIC INFORMATION.

11. FRAMING SUB-CONTRACTOR SHALL REVIEW AND COORDINATE EXTERIOR LIGHTING AND SIGNAGE LOCATIONS AND SHALL PROVIDE SOLID BLOCKING WHERE REQUIRED.



ELEVATION NOTES

KEYPLAN

1

2

1/8" = 1'-0"2

NORTH ELEVATION

1/8" = 1'-0"1

WEST ELEVATION

N

KEYNOTE

MATERIAL LEGEND

NO. MATERIAL

1 EXTERIOR CEMENT PLASTER

2 PAINTED CEMENT BOARD SIDING

3 PROCELAIN TILE

4 STOREFRONT SYSTEM

5 VINYL WINDOW

6 VINYL SLIDING GLASS DOOR

7 METAL AWNING

8 42" GUARDRAIL

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

1.3 8

2

A3.10

C1 C1 C1 C1 C1 C1

F1

F1

F1

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

2'-0"

10'-6"

10'-1"

10'-1"

12'-6"

1 1 2 16 57 8

2

A2.31




(<65'-0"

MA

X. H

EIG

HT

PE

R B

UIL

DIN

G C

OD

E)

45'-2"

(<46'-0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46'-0"

BU

ILD

ING

HE

IGH

T T

O S

TA

IR O

VE

RR

UN

54'-4"


694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

1

A3.10

A.7F.2

C3

F1

S021A

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

2'-0"

10'-6"

10'-1"

10'-1"

12'-6"

11 2 6 17 8

F1

5

AD4.3

12

AD5.1

4

AD4.3

11

AD4.1

2

AD6.1

3

AD6.1

13

AD6.1

ROOF ACCESS LADDER

C3

C3

F1

1

AD3.2

2

AD3.2

3

AD3.2

5

AD5.1

TYP.

13

AD3.1

13

AD4.4

14

AD4.3

17

AD6.3

C109B C109A 1

AD3.3

8

AD4.3

4

AD4.1




(<65'-0"

MA

X. H

EIG

HT

PE

R B

UIL

DIN

G C

OD

E)

45'-2"

(<46'=

0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46'-0"

BU

ILD

ING

HE

IGH

T T

O S

TA

IR O

VE

RR

UN

54'-4"



10

AD4.2

58'-10 1

/4"




3

BURBANK BLVD.

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A2.11

EX

TE

RIO

R E

LE

VA

TIO

NS

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1




4. THESE PLANS SHOW UNIQUE INFORMATION AND OVERALL RELATIONSHIPS ONLY. REFER TO ENLARGED ELEVATION AND SECTION SHEETS FOR INFORMATION NOT SHOWN.










ELEVATION NOTES

2

1

1/8" = 1'-0"2

SOUTH ELEVATION

1/8" = 1'-0"1

EAST ELEVATIONN

KEYNOTE

MATERIAL LEGEND

NO. MATERIAL

1 EXTERIOR CEMENT PLASTER

2 PAINTED CEMENT BOARD SIDING

3 PROCELAIN TILE

4 STOREFRONT SYSTEM

5 VINYL WINDOW

6 VINYL SLIDING GLASS DOOR

7 METAL AWNING

8 42" GUARDRAIL

KEYPLAN

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

3

A2.30

2 1

1

5

AD5.1

5

AD3.2

6

AD3.2

7

AD3.2

12

AD5.1

3

AD6.1

14

AD4.4

SIM.

CLEARANCE 8'-2"

AB A.7

401

S1a

301

S1a

201

S1a

1

A5.13

B005

MPOE

2.08%

12

AD5.1

9

AD6.1

TYP.13

AD6.1

2

AD2.2

7

AD2.2

1

AD2.2

2

AD2.2

TYP.6

AD6.2

14

AD5.1

TYP.16

AD4.4

6

AD4.4

7

AD8.1

BELOW GRADEWATERPROOFING

4

A2.30

4

AD3.3

2

AD6.1

4

AD4.3

4

AD4.1

9

AD4.3

7

AD3.3

6

AD3.3

8

AD3.3

A.7

403

S1(R)

303

S1(R)

203

S1(R)

C101

LOBBY /MAIL

12

AD4.4

4'-0"

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


1/4" = 1'-0"

A2.30

EN

LA

RG

ED

EX

TE

RIO

RE

LE

VA

TIO

NS

AN

D W

AL

LS

EC

TIO

NS

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

WALL SECTION NOTES


2. REFER TO SHEET G.11 FOR SYMBOLS AND ABBREVIATIONS.

3. THE PURPOSE OF THESE WALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.














ENLARGED ELEVATION NOTES

1/4" = 1'-0"1

ENLARGED NORTH ELEVATION - GARAGE ENTRY1/4" = 1'-0"

3ENLARGED SECTION - GARAGE ENTRY

1/4" = 1'-0"2

ENLARGED NORTH ELEVATION -COMMUNITY ROOM ENTRY

1/4" = 1'-0"4

ENLARGED SECTION -COMMUNITY ROOM ENTRY

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

4

A2.312 1

1

5

AD5.1

1

AD3.2

2

AD3.2

5

AD3.2

6

AD3.2

7

AD3.2

17

AD4.3

5

AD4.3

4

AD3.2

14

AD4.3

20

AD6.2

15

AD4.3

4

AD4.4

F F.2

415

S1.1b

315

S1.1b

215

S1.1b

118

S1.1b

S03

BASEMENTPARKING

2.63%

12

AD5.1

7

AD2.2

13

AD6.1

1

AD2.2

2

AD2.2

1'-1"

1'-0"

8

AD5.1

1

AD5.1

17

AD4.3

4

AD3.2

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

3

A2.31

21

3

8

AD3.3

7

AD3.3

4

AD4.3

13

AD6.1

3

AD6.1

6

AD3.3

5

AD4.3

9

AD4.3

A.7

406

S1.1a

306

S1.1a

206

S1.1a

C105

LOUNGE2

S03

BASEMENTPARKING

2.07%

TYP.16

AD4.4

12

AD5.1

2

AD2.2

8

AD3.3

8

AD4.4

1

AD2.2

7

AD2.2

16

AD5.1

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


1/4" = 1'-0"

A2.31

EN

LA

RG

ED

EX

TE

RIO

RE

LE

VA

TIO

NS

AN

D W

AL

LS

EC

TIO

NS

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1

WALL SECTION NOTES


2. REFER TO SHEET G.11 FOR SYMBOLS AND ABBREVIATIONS.

3. THE PURPOSE OF THESE WALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.














ENLARGED ELEVATION NOTES

1/4" = 1'-0"2

ENLARGED SOUTH ELEVATION1/4" = 1'-0"

4

ENLARGED SECTION -SOUTH

1/4" = 1'-0"1

ENLARGED NORTH ELEVATION - RES. SERVICES1/4" = 1'-0"

3

ENLARGED SECTION -RES. SERVICES

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

670.85'

BASEMENTT.O. SLAB

2'-0"

12'-6"

11'-0"

(<46'-0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46' -

0"

C109

COMMUNITYROOM

C305

LAUN.

C205

LAUND.

112

A1

209

S2

309

S2

409

S2416

A2

316

A2

216

A2

B001

ELEC.

RAMP

AVERAGE GRADE PLANE: +/- 681.28


F.D. ACCESS POINT: +/- 681.95

(<65'-0"

MA

X. H

EIG

HT

PE

R B

LD

G. C

OD

E)

45'-2"

2

A3.10

1

A5.13

1

A5.10

10'-6"

10'-1"

10'-1"

S03

BASEMENTPARKING

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

C405

LAUN.

E01

ELEV.

C113

CORR.

5'-0"

12

AD5.1

C200

CORR.

C300

CORR.

C400

CORR.

10

AD5.1

10

AD4.4

11

AD8.1

12

AD8.1 14

AD4.0

6

AD4.0

6

AD4.0

R-19 INSULATION

R-19 INSULATION

R-30 INSULATION

R-13 INSULATION

BELOW GRADE WATERPROOFINGBELOW GRADE WATERPROOFING

58'-9 3

1/3

2"

1'-6"

42" MIN. GUARDRAIL FOR FALL PROTECTION, A.F.F.

694.35'

2ND STORYT.O. CONC.

704.43'


714.52'


725.02'

ROOF

727.02'

TOP OF PARAPET

681.85'

1ST STORYT.O. SLAB

670.85'

BASEMENTT.O. SLAB

1

A3.10

C101

LOBBY /MAIL

C104

LOUNGE1

C109

COMMUNITYROOM

416

A2407

A2404

S1.1(R)

304

S1.1(R)307

A2316

A2

216

A2207

A2204

S1.1(R)

2'-0"

12'-6"

11'-0"

(<46'-0"

MA

X. H

EIG

HT

PE

R Z

ON

ING

CO

DE

)

46' -

0"

117

S1

214

S1

314

S1

414

S1CORR.

CORR.

CORR.

CORR.

CORR.

CORR.

CORR.

AVERAGE GRADE PLANE: +/- 681.28


F.D. ACCESS POINT: +/- 681.95

(<65'-0"

MA

X. H

EIG

HT

PE

R B

LD

G. C

OD

E)

45'-2"

(BU

ILD

ING

HE

IGH

T T

O S

TA

IR O

VE

RR

UN

)

55' -

2"

10'-6"

10'-1"

10'-1"

S03

BASEMENTPARKING

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

12

AD5.1

1

AD2.2

2

AD2.2

8

AD3.3

6

AD6.2

TYP.

13

AD6.1

7

AD2.2

6

AD3.1

16

AD1.24

AD1.1

+/-

7'-5"

8

AD2.2@ ROOF DECK

12

AD4.4

20

AD4.0

6

AD4.0

6

AD4.0

18

AD4.0

10'-7" 4'-7"

R-30 INSULATION

R-19 INSULATION

R-21 INSULATION

R-19 INSULATION

R-19 INSULATION

R-13 INSUALTION

R-21 INSULATION

BELOW GRADE WATERPROOFING

BELOWGRADE WATERPROOFING

8'-3 1

/8"

1'-6"

42" MIN. GUARDRAIL FOR FALL PROTECTION, A.F.F.

BURBANK BLVD.

1 1

2

2

A R C H I T E C T S


NO

T F

OR

CO

NS

TR

UC

TIO

N



DR

AW

ING

CO

NT

EN

TS

ISSUE DATE

ISSUED AS

SCALE

JOB NUMBER


As indicated

A3.10

OV

ER

AL

L B

UIL

DIN

GS

EC

TIO

NS

2018-109


09/25/2020

SH

ER

MA

N O

AK

S S

EN

IOR

HO

US

ING

ME

RC

Y H

OU

SIN

G15

00 S

. G

RA

ND

AV

E.

#10

0,

LO

S A

NG

ELE

S,

CA

900

15

1453

6 W

ES

T B

UR

BA

NK

BLV

D.

LOS

AN

GE

LE

S, C

A 9

141

1



3. THE PURPOSE OF THESE OVERALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.



SECTION NOTES

KEYNOTE

1/8" = 1'-0"1

BUILDING SECTION A-A

1/8" = 1'-0"2

BUILDING SECTION B-B

N

RE

VIS

ION

DE

SC

RIP

TIO

ND

AT

E

Documents

authorization is strictly forbidden. BURBANK BLVD