Page 1

portfolio cynthia soto

selected works


M U LT I FA M I LY A F F O R D A B L E H O U S I N G : C O N S T R U C T I O N S E T Year: 2017

M I X E D U S E M U LT I FA M I LY H O U S I N G : C O N S T R U C T I O N S E T Year: 2017

RESIDENTIAL LANDSCAPE

D E S I G N | L o s A n g e l e s | C a l i fo r n i a Year: 2016

D E S I G N | B E V E R LY H I L L S | C a l i f o r n i a

REMODEL

R E S I D E N C E | M a n d ev i l l e | C a l i fo r n i a

Year: 2016

Year: 2016

EMPLOYMENT WORK

RESIDENTIAL LANDSCAPE

S I N G L E FA M I LY R E S I D E N C E | G u i n e a | A f r i c a Year: 2016

H OT E L :

IDEAS COMPETITION | A rge n t i n a Year: 2004

L E E D A N A LY S I S | C a l i f o r n i a M A S T E R P L A N A N A LY S I S | C a l i f o r n i a Year: 2011

L I V E - W O R K A PA R T M E N T S | L o s A n g e l e s | C a l i f o r n i a Year: Spring 2014

Year: Spring 2014

ACADEMIC WORK

R E S I D E N T I A L P L A N T I N G | C a l i fo r n i a O LY M P I C H O U S I N G | F o r t P o i n t | B o s t o n Year: Spring 2015

Year: 2013-2015

PERSONAL WORK

H A N D M A D E | Fu r n i t u re | Dra w i n g s


DOCUMENT SUMMARY

THIS SET OF DOCUMENTS, TOGETHER WITH SPECIFICATIONS DESCRIBES THE WORK TO BE PERFORMED TO CONSTRUCT THE FOLLOWING MULTI-FAMILY AFFORDABLE HOUSING FOR SENIORS PUBLICITY FUNDED PROJECT CONSISTING OF THE FOLLOWING: 1. LEVEL 1: PARKING AND RESIDENTIAL/ADMINISTRATIVE SUPPORT USES 2. LEVEL 2: COMMON AMENIY & APARTMENT UNITS 3. LEVELS 3-7: APARTMENT UNITS

THE FOLLOWING DISCIPLINES ARE INCLUDED IN THE ARCHITECTURAL SET: 1. CIVIL 2. LANDSCAPE 3. ARCHITECTURAL 4. STRUCTURAL THE FOLLOWING DISCIPLINES ARE UNDER SEPARATE PERMIT: 1. MECHANICAL 2. PLUMBING 3. ELECTRICAL

THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING PERMITS AND DEFERRED SUBMITTALS TO THE CITY OF LOS ANGELES 1. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM, COMPLYING WITH PROVISIONS OF CBC 909.3.3.1.1 (2002, NFPA-13) OBTAIN APPROVAL FROM LADBS MECHANICAL PLAN CHECK PRIOR TO INSTALLATION. 2. FIRE ALARM SYSTEM WITH VISIBLE ALARM NOTIFICATION APPLIANCES INCLUDING VOICE EVACUATION 3. ELEVATOR 4. BUILDING SIGNAGE 5. FIRE ANNUNCIATOR PANEL & 2-WAY COMMUNICATION PANEL 6. STEEL STAIRS 7. EXTERIOR STOREFRONT & WINDOW WALL SYSTEM 8. BUILDING SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS



 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006



   7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

      



  THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT. THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.



 





PL

PL

PL

PICO BLVD.

1250 SOUTH WESTMORELAND AVENUE LOS ANGELES, CA 90006

MULTI-FAMILY 100% AFFORDABLE HOUSING FOR SENIORS PUBLICLY FUNDED TARGET LEED CERTIFICATION: GOLD NON-SMOKING PROPERTY

COURTYARD AT SECOND FLOOR

PL

PL

WESTMORELAND AVE.



 N
















M U LT I FA M I LY A F F O R D A B L E H O U S I N G : C O N S T R U C T I O N S E T Firm: Urban Architec ture Lab Year: 2017 Project: Westmore Multifamily affordable housing for seniors.Level 1: Parking, residential/adm. support uses. Level 2: Common amenities & apartment units. Level 3-7: Apartment units Role: Drafted and edited drawings for final construction. Tools: AutoCad + Acrobat +Sketchup

“Architecture is not just creating a space to protect people but to make them dream as well� { Mario Botta }


10'-7"

251'-5"

3

2

4

4'-0" BALCONY PROJECTION ABOVE (REAR YARD) 125'-0"

5

10'-0"

6

2 A3.01

2 A2.07

VERTICAL PROJECTION AT ARCHITECTURAL FEATURE, TYPICAL WHERE OCCURS. SEE BUILDING ELEVATION

1 A3.01

4'-0" BALCONY PROJECTION ABOVE (REAR YARD)

147'-0"

48" MIN. CLEAR ACCESSIBLE ROUTE (CBC 1113A.1.1 AND CBC 1110A.1.2)



SIDEYARD SETBACK

 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006

TYP.

4'-0"

TYP.

F

ELEV #2

ELEV #1

STAIR #2

3'-0" 3'-0"

30'-0"

5-STORIES TYPE III-A CONSTRUCTION OVER 2-STORY TYPE I-A CONTRUCTION

60'-4"

2-STORIES TYPE V-A CONSTRUCTION OVER 1-STORY TYPE I-A CONSTRUCTION

7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

1 A3.02 36'-0"DRIVEWAY APRON

7 STORY RESIDENTIAL PART B

   (E) PROPERTY LINE

3 STORY RESIDENTIAL PART A



PROPERTY LINE W/ DEDICATION

1 A3.02

20'-9"

5'-0"

19'-0"

REARYARD SETBACK

R10'-0"

TYP.

4'-0"

19'-0"

REARYARD SETBACK

PROPERTY LINE

STAIR #1

     

6'-4"

(E) ADJACENT 2-STORY RESIDENTIAL BUILDING (NOT A PART)



 

10'-0" PROPERTY LINE

PROPERTY LINE

CL

12'-1"

27'-11"

SIDEWALK

CURB TO CL OF STREET THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

3'-0" (AVENUE II) DEDICATION

0'-0" BALCONY PROJECTION (SIDE YARD)

STAIR #4

1 A2.07

3'-0"

1 A3.01

D 41'-2"

165'-4"

D

1 A2.06 

10'-0"

C

(E) ADJACENT PARCEL (NOT A PART)

0'-0" BALCONY PROJECTION (SIDE YARD)

PICO BLVD. (AVENUE II) CENTERLINE

67'-3"

PROPERTY LINE

4'-8"

STAIR #3

95'-0"

C

(E) ADJACENT 1-STORY COMMERCIAL BUILDING (NOT A PART)

 



PARKING ENTRANCE FOR ADJACENT (E) BUILDING

15'-0"

A.1 22'-7"

FRONTYARD SETBACK

A.1

43'-0" 2% MAX SLOPE

CENTERLINE OF STREET

3'-0" 226.94' = LOWEST POINT OF FINISH GRADE 5'-0" FROM BUILDING

30'-0"

PARKING ENTRANCE FOR ADJACENT (E) BUILDING



3'-0" 10'-0"

104'-8"

4

1.1

TYP.

RESIDENTIAL PEDESTRIAN ACCESS CBC 1110A

36'-0" DRIVEWAY APRON

10'-0" SIDEYARD SETBACK

RESIDENTIAL VEHICULAR ENTRANCE

136'-9"

SIDEYARD SETBACK 2 A3.01

2 A2.06

WESTMORELAND AVE. (COLLECTOR ST) CENTERLINE

PL

PL

COURTYARD AT SECOND FLOOR

10'-3"

PL

SCALE 3/32"=1'-0"

SITE PLAN BUILDING COVERAGE AT GRADE

RESIDENTIAL VEHICULAR ENTRY

STAIR & ELEVATOR TOWERS

RESIDENTIAL PEDESTRIAN ENTRY/EXIT

COURTYARD

ACCESSIBLE PATH OF TRAVEL

BUILDING PROJECTIONS/BALCONY ABOVE LANDSCAPING

HARDSCAPE

PERMEABLE CONCRETE PAVERS

DRAINAGE SLOPE

ZONING: R4-1XL MULTIPLE DWELLING (HIGH MED RESIDENTIAL) C2-1 COMMERCIAL SETBACKS: FRONT YARD: 15'-0" SIDE YARD: 10'-0" REAR YARD: 19'-0"

+0'-0" ARCHITECTURE = 227.28'

A.

TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED

B.

PROVIDE CLEAR ACCESS AT GRADE IN FRONT OF EVERY EMERGENCY ESCAPE WINDOW FROM EVERY SLEEPING ROOM BELOW THE FOURTH STORY.

C.

THE LOCATION OF ALL EQUIPMENT/DEVICES AND SCREENING SHALL NOT BE CHANGED OR REVISED WITHOUT PRIOR REVIEW AND APPROVAL BY THE STAFF OF THE PLANNING BUREAU AND OTHER CITY DEPARTMENTS AS REQUIRED.

D.

REFER TO CIVIL DRAWINGS FOR UTILITIES AND SITEWORK.

E.

REFER TO CIVIL DRAWINGS FOR BUILDING PLACEMENT ON SITE.

F.

REFER TO SURVEY FOR LOCATION OF PROPERTY LINE AND BOUNDARIES.

G.

CONSTRUCTION WASTE TO BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER

H.

GENERAL CONTRACTOR, FRAMING CONTRACTOR, AND SCAFFOLDING CONTRACTOR REQUIRED TO OBTAIN CA OSHA PERMITS PRIOR TO COMMENCEMENT OF WORK

I.

100% OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED

J.

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOOD-TO-CONCRETE CONNECTIONS.

GRAVEL

LEGEND

GENERAL NOTES

K.

THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES. TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

PL

PICO BLVD.

2'-6" BALCONY PROJECTION (FRONT YARD)

44'-0" CENTERLINE OF STREET

19'-2"

SIDEWALK

PROPERTY LINE TYP.

1

PROPERTY BOUNDARY

2

MINIMUM REQUIRED SETBACK, SHOWN DASHED

3

TRANSFORMER PER LADWP REQUIREMENTS, SEE ELECTRICAL DRAWINGS (3'-0" SETBACK SHOWN DASHED)

4

PLANTED AREA AT GRADE, REFER TO LANDSCAPE DRAWINGS

15

6'-0" SECURITY FENCE AND GATE TYPE 2, REFER TO LANDSCAPE DRAWINGS

16

FIRE DEPARTMENT CONNECTION (FDC) 9212.2.1

17

SEE SURVEY FOR POLE LOCATION AND HEIGHTS. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATION ON THE PROPERTY.

5

2 SCULPTURAL BIKE RACKS FOR SHORT TERM BICYCLE PARKING, 10 SPACES. PERMEABLE PAVER. REFER TO LANDSCAPE DRAWINGS

6

(E) PEDESTRIAN CROSSWALK, N.I.C.

7

NOT USED

8

CONCRETE CURB, REFER TO CIVIL DRAWINGS

9

6'-0" SECURITY FENCE AND GATE TYPE 1, SEE LANDSCAPE DRAWINGS

PL

1

WESTMORELAND AVE.



 N











10 PERMEABLE INTERLOCKING CONCRETE PAVERS 11 RESIDENT GARDENING BEDS 12 EXISTING TREES PER SURVEY



13 CMU WALL PER CIVIL 14 CONCRETE FILLED STEEL BOLLARDS PER LADWP REQUIREMENTS. PAINT TO FINISH. REFER TO MATERIAL AND FINISHES SCHEDULE

KEYNOTES






1 10'-7 1/4"

3

2 17'-8"

20'-6"

5

4 6'-11"

6

2 A3.01 29'-10"

22'-11"

6'-5 1/2"

8 23'-4 1/2" PROPERTY LINE

9

2 A2.07

1 A3.01

10

11

12

29'-10"

29'-10"

29'-10"

34'-0 1/2"

29'-10"

29'-10"

29'-10"

34'-0 1/2"

 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006

10'-2 5/8"

251'-2 1/2" 23'-4 1/2"

19'-2 3/4"

104'-3 1/2"



1 A3.02

   7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

H

23

1'-7"

F

0.0

0'

27'-5"

27'-5"

1 A3.02

(E) PROPERTY LINE

14'-9"

H

STORAGE #3

GENERATOR

PROPERTY LINE W/ DEDICATION

J 14'-9"

J

18'-1"

16'-6"

G

ELEC./METERS

ELE #1

STORAGE #2

 

TRASH ROOM

STORAGE #1

   

COMM. DATA STAIR #2



E 13'-4"

E

PROPERTY LINE

PROPERTY LINE

9

D

1 A3.01

10

11

12

FAN ROOM

1 A2.07

1 A2.06 

(E) ADJACENT 1-STORY COMMERCIAL BUILDING (NOT A PART)

C

(E) ADJACENT PARCEL (NOT A PART)

C

105'-0"

HALLWAY PROPERTY LINE

165'-3"

OFFICE

29'-10"

THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

PICO BLVD. (AVENUE II) CENTERLINE

29'-10"

 

FIRE PUMP

D

OFFICE

(E) ADJACENT PARCEL (NOT A PART)

STAIR #3

STORAGE #4

 



30'-6"

BOOSTER PUMP

A.1

1'-6"

ENTRY

A

15'-3 1/8"

A

RECORDS

ELECTRICAL ROOM

A.1

PROPERTY LINE 

PL

PICO BLVD.

PL

PL

COURTYARD AT SECOND FLOOR

1

1.1

4

2 A3.01

2 A2.06

WESTMORELAND AVE. (COLLECTOR ST) CENTERLINE

PL

SCALE 3/32"=1'-0"

FIRST FLOOR PLAN (GROUND LEVEL) A.

REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS & INFORMATION.

B.

TYPICAL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.

C.

FLOOR FINISH ELEVATIONS ARE ASSUMED. GENERAL CONTRACTOR TO VERIFY EXACT ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT IN THE CASE OF ANY DISCREPANCIES, TYP.

TILE FLOOR FINISH (FIELD) TILE FLOOR FINISH (ACCENT) TRUNCATED DOMES WARNING STRIP. REFER TO G0.39 ACCESSIBLE PEDESTRIAN PAVING STRIPE. REFER TO 13/G0.34 TILE START POINT.

LEGEND

D.

REFER TO FINISH MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION.

E.

EXPOSED SMOOTH CONCRETE FLOOR FINISH AT GROUND LEVEL PARKING AND MECHANICAL ROOM UNO, TYP

F.

INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2

G.

INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723

H.

INTERIOR WALLS OR CEILING FINISH MATERIALS SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH NFPA 286

I.

REFER TO LANDSCAPE DRAWINGS FOR EXTERIOR HARDSCAPE PAVING TYPES.

GENERAL NOTES

1

PROVIDE DETECTABLE WARNING SURFACE TRUNCATED DOMES WARNING STRIP PER PLAN, 36" MIN. IN DIRECTION OF TRAVEL. REFER TO G0.39

2

CONCRETE SLAB ON GRADE WITH TEXTURED FINISH. SLOPE TO DRAIN. REFER TO STRUCTURAL DRAWINGS AND MATERIAL SCHEDULE A6.03, CONC-102.

3

PAINT ON CONCRETE. REFER TO 13 / G0.34 AND 8,12 / G0.35 AND MATERIAL SCHEDULE A6.03, PT-105

PL

1

WESTMORELAND AVE.



 N













KEYNOTES






1

3

2

5

4

6

2 A3.01

8

9

2 A2.07

1 A3.01

10

11

12

 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006

22'-0"

21'-6"

21'-6"

22'-1"

21'-6"

22'-1"

9'-4"

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

CLG. 11'-0"

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

12'-0"

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

12'-1"

EQ TYP.

CLG. 11'-2"

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

12'-0"

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

12'-0"

EQ TYP.

1 A3.02

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

12'-2"

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

11'-10"

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

12'-1"

4'-0"

4'-1" 5'-7" 1'-6"

G

EQ

 

EQ

EQ

10'-1"

EQ

EQ

COMM. DATA EQ

EQ

9'-6"

4'-0" 22'-0"

EQ

   



E

CLG. 11'-2"

CLG. 11'-2"

9

1 A3.01

10

11

FAN ROOM

  12

THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

1 A2.06 

9'-0"

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

C 22'-0"

22'-0"

C

11'-3"

EQ EQ

D

21'-9"

4'-7"

EQ

22'-0"

4'-0" 4'-0" 4'-0" 21'-9"

8'-8"

2'-7"

TRASH ROOM

FIRE PUMP

12'-0"

22'-0" 9'-0"

22'-1"

4'-0" EQ

9'-10"

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

11'-1"

12'-1"

22'-0"

CLG. 11'-1 1/2"

DROPPED CEILING X'-X"

DROPPED CEILING X'-X"

22'-1"

EQ EQ

24'-1"

STORAGE #2

STORAGE #1

21'-7"

4'-0" 12'-1"

22'-0" DROPPED CEILING X'-X"

1 A2.07

SOFFIT 9'-0"

6'-7"

ELEC./METERS 7'-4"

D

7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

H

4'-4"

12'-0"

EQ TYP.

20'-4"

20'-4"

EQ TYP.

24'-9"

DROPPED CEILING X'-X"

E

  

STORAGE #3

CLG. 11'-2"

5'-3"

1 A3.02

F



J

17'-8"

22'-1"

4'-8"

8'-6"

H

7'-4"

21'-6"

6'-7"

GENERATOR

22'-0" 7'-5"

6'-2"

13'-9"

7'-5"

J

EQ EQ

 

22'-0"

4'-0"

BOOSTER PUMP STORAGE #4

EQ

CLG. 9'-0"

6'-10"

11'-1"

A.1

9'-0" 2'-0"

EQ

9'-1"

RECORDS

12'-8"

EQ

A.1

ENTRY

22'-0"

ELECTRICAL ROOM CLG. 11'-0"



OFFICE

9'-2"

EQ

EQ

CLG. 11'-0"

HALLWAY

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

EQ CLG. 11'-0"

EQ EQ

DROPPED CEILING X'-X"

6'-7"

11'-11"

OFFICE

A

A

20'-0"



PL

PICO BLVD.

PL

PL

COURTYARD AT SECOND FLOOR

1

1.1

4

2 A3.01

PL

2 A2.06

SCALE 3/32"=1'-0"

FIRST FLOOR PLAN (GROUND LEVEL)

5/8" TYPE "X" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING (STEEL CHANNELS AND FURRING CHANNELS) OR SUSPENDED DRYWALL SYSTEM PER ICC-ESS ESR #1222.

CARBON MONOXIDE DETECTOR

B.

MATERIAL FINISH ( SEE FINISH SCHEDULE- SHEET A6.03)

CEMENT BOARD FINISH

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD OF FACE OF SHEATHING AS OCCURS. DIMENSION TO THE (CENTERLINE) ARE TO OF STUD REGARDLESS OF SHEATHING.

D.

DO NOT SCALE FROM DRAWINGS.

E.

CEILING ELEVATIONS ARE FROM 0'-0" FLOOR DATUM TO BOTTOM OF ASSEMBLY ABOVE. GENERAL CONTRACTOR TO VERIFY EXACT ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT IN THE CASE OF ANY DISCREPANCIES, TYP.

F.

REFER TO FINISH MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION.

# XX

CHANGE IN MATERIAL FINISH

#

EXIT SIGN

LIGHT FIXTURE - WALL SCONCE (WET LOCATION) LIGHT FIXTURE: 12" x 48" SUNFACE MOUNTED STRIP LIGHT EMERGENCY COILING MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS COILING MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

LEGEND

REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS & INFORMATION.

C.

EXTERIOR FACADE METAL PANEL XX

1

WESTMORELAND AVE.

FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2

CEILING MOUNTED FLUORESCENT LIGHT, REFER TO ELECTRICAL DRAWINGS

EXPOSED CONCRETE STRUCTURE PAINT FINISHES WHERE SCHEDULED OR NOTED

PL

G.

ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO CONSTRUCTION.

H.

ALL NON-DIMENSIONED LIGHTS & FIXTURES ARE TO BE CENTERED EQUALLY IN THE FINISH SPACE.

I.

NOT USE

J.

INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED

GENERAL NOTES

K. L.





INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723 INTERIOR WALLS OR CEILING FINISH MATERIALS SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH NFPA 286

N













KEYNOTES






 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006



   7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

     



  THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

ENTRANCE VIEW

SCALE NTS

2



 





PL

PICO BLVD.

PL

PL

COURTYARD AT SECOND FLOOR

PL

PL

WESTMORELAND AVE.



 N













CORNER VIEW

SCALE NTS

1






G

E

G

EQ

ALL STAIRWAYS SHALL BE BUILT OF MATERIALS CONSISTENT WITH THE TYPES PERMITTED FOR THE TYPE OF CONSTRUCTION OF THE BUILDING, EXCEPT THAT WOOD HANDRAILS SHALL BE PERMITTED FOR ALL TYPES OF CONSTRUCTION (CBC 1009.6).

CL

E

EQ

 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006

EQ 2

1.

EQ 2

CL



CL

CL

EQ

11

11

1'-0"

11 EQ 1

EQ 1

12'-3 1/2" CL

EQ 4 CL

N

CL

NOTE: REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES, TYP.

SCALE 1/4"=1'-0"

8

LEVEL 1 / GROUND LEVEL RCP

N

G

10'-5 1/2"

10'-5 1/2"

LEVELS 2-3 RCP

EQ 4

12'-3 1/2"

CL

NOTE: REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES, TYP.

11'-0"

7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

SCALE 1/4"=1'-0"

4   

E PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD. PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD, TYP. (2013 CBC 11B-504.4.1)

18'-3"

36" HIGH HANDRAIL, TYP.

6'-11"

7'-4"

4'-0"

LANDING

8 TREADS @ 11"

LANDING

3'-10"



 



LANDING

13 -

   

THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT. THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

1'-1"

3'-10"

10 A8.21

LANDING

G 11 A8.21

  

EQ 3

EQ 3

12 EQ

SCALE NTS

GENERAL NOTES

11 COMBINED STANDPIPE

7

4'-11" LANDING N

G

E

SCALE 1/4"=1'-0"

3

 



E PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD. PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD, TYP. (2013 CBC 11B-504.4.1)

18'-3"

36" HIGH HANDRAIL, TYP. STAIR PARAPET +84'-0" T.O PARAPET

7'-4" 8 TREADS @ 11"

LEVEL 3 - 7

7'-10"

6'-5"

4'-0"

LANDING

7 TREADS @ 11"

LANDING

E

STAIR SECTION

SCALE 1/4"=1'-0"

13

STAIR SECTION

SCALE 1/4"=1'-0"

9

T.O. STAIR

36" HIGH HANDRAIL, TYP. 2-HR FIRE BARRIER N

SCALE 1/4"=1'-0"

5

LEVEL 1 / GROUND LEVEL

5'-6 1/2"

6'-5"

LANDING

7 TREADS @ 11"











LANDING

3'-8" CLEAR

 N

8'-9"

24"

CLR. MIN



LANDING

13 -

LANDING

PICO BLVD.

PL

11 4'-10 1/2"

ST-1

WESTMORELAND AVE.

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD. PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD, TYP. (2013 CBC 11B-504.4.1)

COMBINED STANDPIPE

COMBINED STANDPIPE

PL

PL

3'-10"

3'-10"

LANDING 8'-9"

1'-1" 3'-10"

13 -

PL

COURTYARD AT SECOND FLOOR

1'-1"

3'-11 1/2" LANDING

2

3'-10"

8'-3" 9 TREADS @ 11"

SCALE 1/4"=1'-0"

E

27" HIGH CANE PROTECTION (2013 CBC 11B-307.4)

6'-5"

18'-2" 6'-0" LANDING

G PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD. PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD, TYP. (2013 CBC 11B-504.4.1)

11 42" HIGH MIN GUARDRAIL, 4" MAX OPEN, TYP.

3'-10" N

LANDING

4'-7"

LEVEL 2

12"

6

9'-5"

G

SCALE 1/4"=1'-0"

CLR. MIN

N

PL

5'-10" LANDING

2-HR FIRE BARRIER

6'-5"

T.O. STAIR ROOF



COMBINED STANDPIPE

SCUPPER AND OVERFLOW

36" HIGH HANDRAIL, TYP.

LANDING

SLOPE 1/4":1'-0"

9 RISERS @ 6.67"

5'-0" 5'-0"

9 RISERS @ 6.67"

LADDER DOWNSPOUT TO SPLASH BLOCK

9 RISERS @ 6.67"

5'-0"

11

9 RISERS @ 6.67"

5'-0"

13 -

11

8 RISERS @ 6.89"

4'-7"

13 -

8 RISERS @ 6.89"

5'-0" 5'-0"

9 RISERS @ 6.67" 9 RISERS @ 6.67"

5'-0" 5'-0"

8 RISERS @ 6.89" 9 RISERS @ 6.67"

4'-7" 4'-7"

7'-0" TYP (CBC 1009.5)

8'-4" TYP (CBC 1003.2)

11" TYP (CBC 1009.7.2)

8 RISERS @ 6.89"

1 A8.80

9 RISERS @ 6.67"

1'-1"

3'-10"

PROVIDE CRICKET AS REQUIRED FOR PROPER DRAINAGE

LANDING

9 RISERS @ 6.67"

5'-0" 5'-0"

5'-0"

G

9 RISERS @ 6.67"

9 RISERS @ 6.67"

5'-0"

9 RISERS @ 6.67"

2-HR FIRE BARRIER

SCALE NTS

NOT USED



REQUIRED AREA OF STAIRWAY LANDING, TYP. (2013 CBC 1009.4)

17'-9 1/2"

N

SCALE 1/4"=1'-0"

1






 1250 S WESTMORELAND AVE. LOS ANGELES, CA 90006

9 -

FIX-104 SMOKE GUARD, TYP.

90 MINUTE FIRE RESISTIVE ELEVATOR HOISTWAY DOOR

6'-2"

CL

SMOKE DETECTOR



  

FIRE SPRINKLER REQUIRED AT THE TOP OF THE SHAFT DUE TO COMBUSTIBLE CONSTRUCTION OF SHAFT WALLS

G

11 A8.21

7530 SANTA MONICA BLVD. WEST HOLLYWOOD, CA 90046 (T) 323.650.8771 (F) 323.650.4645

2" CLR MIN. VERIFY WITH ELEVATOR MANUFACTURER

PER CBC 3002.4.3A ELEVATOR TO ACCOMMODATE A 24" X 84" AMBULANCE STRETCHER

11'-0"

SAFETY BEAM PER STRUCTURAL DRAWINGS. 5,000 LBS CAPACITY (VERIFY WITH ELEVATOR MANUFACTURER)

SCALE NTS

NOT USED

8

EXTERIOR 18'-1"

SCALE 1/4"=1'-0"

LEVEL 4-7

4       

10'-0"

9 -

FIX-104 SMOKE GUARD, TYP.

90 MINUTE FIRE RESISTIVE ELEVATOR HOISTWAY DOOR

6'-2"

  4 1/2"

10 A8.21



CL

THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT. THEREFORE, THE BUILDINGS PRODUCED FROM THESE DOCUMENTS ARE NOT SUITABLE FOR USE AS OR CONVERSION TO A CONDOMINIUM PROJECT.

10'-0"



10 A8.21

10'-0"

PER CBC 3002.4.3A ELEVATOR TO ACCOMMODATE A 24" X 84" AMBULANCE STRETCHER

SCALE NTS

NOT USED

10 A8.21

7

EXTERIOR 18'-1"

SCALE 1/4"=1'-0"

LEVEL 3

9 -

3

 



9 -

SCUPPER AND OVERFLOW

10'-0"

DOWNSPOUT TO SPLASH BLOCK

FIX-104 SMOKE GUARD, TYP.

PROVIDE CRICKET AS REQUIRED FOR PROPER DRAINAGE

10 A8.21

90 MINUTE FIRE RESISTIVE ELEVATOR HOISTWAY DOOR

6'-2"

CL

10'-0"

4 1/2"

ROOF PARAPET

9 A8.21

10'-0"

SCALE 1/4"=1'-0"

T.O. ELEVATOR ROOF



PER CBC 3002.4.3A ELEVATOR TO ACCOMMODATE A 24" X 84" AMBULANCE STRETCHER

EXTERIOR

6

COURTYARD

PL

18'-1"

SCALE 1/4"=1'-0"

LEVEL 2

2

PL

PL

ELEVATOR UNDER SEPARATE PERMIT

PICO BLVD.

18'-1"

sR

COURTYARD AT SECOND FLOOR

PL

9 -

9 PL

18'-2"

 4 1/2"











5'-0"

T

18'-1" FIX-104 SMOKE GUARD

EXTERIOR

ELEVATOR SECTION



N

T

PER ELEVATOR MANUFACTURER MANUFACTURER RECOMENDATION

1 A8.11 WATERPROOFING DETAIL

2 A8.82

4'-0" MAX

ELEVATOR PIT LADDER BEHIND

WESTMORELAND AVE.

PER CBC 3002.4.3A ELEVATOR TO ACCOMMODATE A 24" X 84" AMBULANCE STRETCHER

CL

12'-0"

6'-2"

SCALE 1/4"=1'-0"

9

ROOF

SCALE 1/4"=1'-0"

90 MINUTE FIRE RESISTIVE ELEVATOR HOISTWAY DOOR

5

LEVEL 1

T1



ELEVATOR PIT LADDER FIX-104 SMOKE GUARD

SCALE 1/4"=1'-0"

1




PROJECT:

ARAGON GLENDALE APARTMENTS

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

1750 GLENDALE BLVD. LOS ANGELES, CA 90026 DOCUMENT SUMMARY THIS SET OF DOCUMENTS, TOGETHER WITH SPECIFICATIONS DESCRIBES THE WORK TO BE PERFORMED TO CONSTRUCT THE FOLLOWING MIXED USE MULTI-FAMILY PROJECT CONSISTING OF THE FOLLOWING: 1. 2.

THE FOLLOWING DISCIPLINES ARE INCLUDED IN THIS ARCHITECTURAL SET: 1. 2. 3. 4. 5. 6. 7. 8. 9.

OWNER:

BASEMENT LEVELS: B1 AND B2: PARKING AND LIVE / WORK STORIES 1-5: APARTMENT UNITS & APARTMENT AMENITIES

ARCHITECTURAL CIVIL GRADING STRUCTURAL - GARAGE AND PODIUM SHORING LANDSCAPE - STREET, PODIUM AND DECK MECHANICAL PLUMBING ELECTRICAL

THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING PERMITS AND DEFERRED SUBMITTALS TO THE CITY OF LOS ANGELES: 1. 2. 3. 4. 5. 6.

RETAINING WALLS GRADING WORK FIRE SPRINKLER SYSTEM FIRE ALARM SYSTEM ELECTRICAL, MECHANICAL, PLUMBING WORK DEMOLITION

PERMITS REQUIRED: 1. 2. 3. 4. 5. 6. 7. 8. 9.

FREE STANDING RETAINING WALLS GRADING WORK BLOCK FENCE WALLS SIGNS SWIMMING POOLS FIRE SPRINKLER SYSTEMS ELECTRICAL, MECHANICAL, PLUMBING WORK SHORING DEMOLITION

ARAGON (Glendale) Properties Corp. 126 Lomita Street, El segundo, CA 90266

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

PHASE

PERMIT SET

STAMP:

No.

Description

Date

KEY PLAN

N

PROJECT NO.

13013 PLOT DATE

08/25/2017

SCALE SHEET TITLE

COVER SHEET

SHEET NO.

G0.00 CAD REF.


M I X E D U S E M U LT I FA M I LY H O U S I N G : C O N S T R U C T I O N S E T Firm: Urban Architec ture Lab Year: 2017 Project: Glendale Multifamily housing. Basements levels B1 & B2 parking and Live/work. Stories 1-5: apartment units & apartment amenities Role: Drafted and updated drawings for final construction. Tools: Revit

““I believe that the way people live can be directed a little by architecture. { Tadao Ando }


PROPERTY LINE

FAN RM. AREA B1.6 158 SF

EXIT INFORMATION

STAIR 4 TOTAL OCCUPANT LOAD 245 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

123 37"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

32"

-

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5) PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

RESIDENTIAL AREA 2.5 2,258 SF

PROPERTY LINE

6'-2"

ALLEY 39 FEET > 15 FEET (1/3 x 44 FEET) (2013 CBC 1015.2.1 EX 2)

122 37" 44"

DOOR WIDTH PROVIDED

36"

-

GARAGE AREA B1.1 9,475 SF

DOOR WIDTH PROVIDED

36"

1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION 3 HOUR FIRE RATED PARTITION

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

LOBBY AREA B1.3 979 SF RESIDENTIAL ENTRY / EXIT

EXIT SEPARATION DISTANCE

FIRE DEPARTMENT 2ND STORY COURTYARD ACCESS STAIR.

TRANSFORMER ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

PROPERTY LINE

CONCRETE WALL MASONRY WALL COLUMN

Area 2,509 SF 1,025 SF 12,967 SF 2,258 SF 56 SF

Area Function ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED RESIDENTIAL RESIDENTIAL ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

Occupant Load 15 15 200 200 300

Occupants 168 69 65 12 1 315

Exit Req. 2 2 2 2 1

Exit Prov. 2 2 2 2 1

Group A-3 A-3 R-2 R-2 S-2

METAL FRAMING WALL(s)

Occupant Load Calculation Basement B1 Level BASEMENT B1 BASEMENT B1 BASEMENT B1 BASEMENT B1 BASEMENT B1 BASEMENT B1 BASEMENT B1 1ST STORY

Number AREA B1.1 AREA B1.2 AREA B1.3 AREA B1.4 AREA B1.8 AREA B1.6 AREA B1.6 AREA B1.4

Name

Area 9,475 SF 4,341 SF 979 SF 319 SF 145 SF 158 SF 99 SF 2,250 SF

GARAGE RESIDENTIAL LOBBY STORAGE RM. FAN RM. FAN RM. STOARAGE RESIDENTIAL

Area Function

PARKING GARAGE RESIDENTIAL BUSINESS AREAS ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM RESIDENTIAL

Occupant Load 200 200 100 300 300 300 300 200

Occupants 42 48 22 10 2 1 1 1 12 97

Exit Req. 1 1 2 1 1 1 1 1

STAIR 5 TOTAL OCCUPANT LOAD 72 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

FAN RM. AREA 1.6 640 SF

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

-

6"

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

BIKE ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

WOOD FRAMING WALL (CUT) WOOD FRAMING WALL (PROJECTION)

STAMP:

B1 2

EXIT INFORMATION

STAIR 5 TOTAL OCCUPANT LOAD 54 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

PROPERTY LINE

MPOE ROOM AREA B2.4 236 SF

36 11"

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

DIAGONAL DISTANCE = 232 FEET (2013 CBC 1015.2.1 EX 2)

Group S-2 R-2 B S-2 S-2 S-2 S-2 R-2

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

FAN ROOM AREA B2.5 218 SF

FAN ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

EXIT INFORMATION

FAN ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

Exit Prov. 2 2 2 1 1 1 1 2

95

2ND STORY 4 SCALE: 1/16" = 1'-0" PROPERTY LINE

EMPOE ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

9" 44"

DOOR WIDTH PROVIDED

36"

-

Description

Date

6"

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

MECH. / STOR. AREA B2.3 798 SF

MECHANICAL ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

No.

27

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

PROPERTY LINE

DIAGONAL DISTANCE = 203 FEET (2013 CBC 1015.2.1 EX 2)

KEY PLAN

140'

FAN RM. AREA B2.6 112 SF

PROPERTY LINE

114'

PROPERTY LINE

STORAGE ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1) 36 8"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

-

203 FEET > 68 FEET (1/3 x 203 FEET) (2013 CBC 1015.2.1 EX 2)

FAN ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

EXIT INFORMATION

STAIR 1 TOTAL OCCUPANT LOAD 72 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

82'

178'

119'

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

GARAGE AREA B2.1 8,403 SF

ATION DEDIC

FAN RM. AREA 1.10 126 SF

TRASH RM. AREA 1.9 423 SF

COMM TRASH ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

LINE ERTY PROP

H AT SS 'P E 41 EGR OF

TRASH CHUTE SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

145 FEET > 78 FEET (1/3 x 232 FEET) (2013 CBC 1015.2.1 EX 2)

GARAGE AREA 1.1 12,001 SF

W/ LINE ERTY PROP

MECH. AREA 1.8 258 SF

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

PROPERTY LINE

128'

BIKE RM RESIDENTIAL AREA 1.7 596 SF AREA B1.4 2,250 SF

ATION DEDIC

FAN ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

LINE ERTY PROP

MECHANICAL ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

W/ LINE ERTY PROP

LIVE-WORK RESIDENTIAL MEZZANINE LEVEL EXIT THROUGH B1 LEVEL. NOT INCLUDED IN 1ST STORY OCCUPANT COUNT

62 '

STORAGE AREA 1.3 500 SF

6"

EXIT INFORMATION

STAIR 1 TOTAL OCCUPANT LOAD 54 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5) PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

ELECTRICAL ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

PROPERTY LINE

Name GARAGE BIKE RM STORAGE FAN RM. TRASH RM. FAN RM. MECH.

Area 12,001 SF 596 SF 500 SF 640 SF 423 SF 126 SF 258 SF

Area Function PARKING GARAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM WAREHOUSE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

27

44"

DOOR WIDTH PROVIDED

36"

-

STORAGE AREA B2.2 1,322 SF

9"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

N

75' PATH OF EGRESS FROM MOST REMOTE POINT

PROJECT NO.

13013 PLOT DATE SCALE

6"

08/25/2017 As indicated

SHEET TITLE

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

Occupant Load Calculation 1st Story Number AREA 1.1 AREA 1.7 AREA 1.3 AREA 1.6 AREA 1.9 AREA 1.10 AREA 1.8

PERMIT SET

TRAVEL DISTANCE

245

Level 1ST STORY 1ST STORY 1ST STORY 1ST STORY 1ST STORY 1ST STORY 1ST STORY

EGRESS ROUTE

10'

STORAGE RM. AREA B1.4 319 SF

PROPERTY LINE

6' CONCRETE BLOCK, RETAINING WALL, 2HR REFER TO STRUCTURAL

GARAGE AIR SUPPLY SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

PHASE

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

Occupant Load Calculation 2nd Story Name COURTYARD COMMUNITY RM. RESIDENTIAL RESIDENTIAL TRASH RM

LEGEND:

-

DIAGONAL DISTANCE = 52 FEET (2013 CBC 1015.2.1 EX 2)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

Number AREA 2.1 AREA 2.2 AREA 2.3 AREA 2.5 AREA 2.4

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

-

7"

-

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

35

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

31 FEET > 18 FEET (1/3 x52 FEET) (2013 CBC 1015.2.1 EX 2)

25"

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

Level 2ND STORY 2ND STORY 2ND STORY 2ND STORY 2ND STORY

ARAGON (Glendale) Properties Corp.

FAN RM. AREA B1.8 145 SF

STAIR 1 TOTAL OCCUPANT LOAD (95-25) / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

113'

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

H AT SS 'P E 38 EGR OF

EXIT INFORMATION

EXIT INFORMATION

STAIR 1 TOTAL OCCUPANT LOAD 245 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

OWNER:

PROPERTY LINE

154'

10 4' 86 '-1 "

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

180

EGRESS ROUTE TO B2 LEVEL EXIT

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

COMMUNITY RM. AREA 2.2 1,025 SF

DIAGONAL DISTANCE = 44 FEET (2013 CBC 1015.2.1 EX 2)

ARAGON GLENDALE APARTMENTS

126 Lomita Street, El segundo, CA 90266

ATION DEDIC

REFUSE ACCESS ROOM: 1-HR FIRE BARRIER (2013 CBC 713.13.3) & 45 MIN. DOORS (2013 CBC 713.13.3)

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

LINE ERTY PROP

192'

TRASH CHUTE SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

36"

-

STAIR 1 27 36 63

PROPERTY LINE

W/ LINE ERTY PROP

ATION DEDIC

LINE ERTY PROP

W/ LINE ERTY PROP

108 FEET > 82 FEET (1/3 x 245 FEET) (2013 CBC 1015.2.1 EX 2)

TRASH RM AREA 2.4 56 SF

DOOR WIDTH PROVIDED

-

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

RESIDENTIAL AREA B1.2 4,341 SF

DIAGONAL DISTANCE = 235 FEET (2013 CBC 1015.2.1 EX 2)

FAN ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

COURTYARD AREA 2.1 2,509 SF

RESIDENTIAL AREA 2.3 12,967 SF

7"

EGRESS CONVERGENCE CALCULATION CONVERGING LEVEL LEVEL B2 LEVEL 1 TOTAL LEVEL B1 EXIT DOOR CAPACITY

CORRIDOR 1-HR FIRE -RESISTANCE RATING BETWEEN R2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

RESIDENTIAL AREA 2.5 2,258 SF

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

-

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

145 FEET > 79 FEET (1/3 x 235 FEET) (2013 CBC 1015.2.1 EX 2)

PROPERTY LINE

CORRIDOR 1-HR FIRE PARTITION (2013 CBC 1018, 708.3) & 20 MIN. DOORS (2013 CBC TABLE 716.5). WIDTH: 44" MIN CLEAR WIDTH (2013 CBC, TABLE 1018.2)

GARAGE AIR SUPPLY SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

PROJECT:

35

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

142'

168'

GENERAL NOTES:

EXIT INFORMATION

STAIR 5 TOTAL OCCUPANT LOAD (95-25) / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

PROPERTY LINE

181'

6'-8 1/4"

1/2" 5'-11

DIAGONAL DISTANCE = 245 FEET (2013 CBC 1015.2.1 EX 2)

STORAGE ROOM: NO FIRE -RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

STOARAGE AREA B1.6 99 SF

FAN ROOM: NO FIRE RESISTANCE RATING BETWEEN S2 & S2 OCCUPANCY (2013 CBC TABLE 508.4).

Occupant Load 200 300 300 300 200 300 300

Occupants 60 2 2 3 3 1 1 72

Exit Req. 2 1 1 1 1 1 1

Exit Prov. 2 1 1 1 1 1 1

Group S-2 S-2 S-2 S-2 S-2 S-2 S-2

1ST STORY 3 SCALE: 1/16" = 1'-0"

PROPERTY LINE

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

Occupant Load Calculation Basement B2 Level BASEMENT B2 BASEMENT B2 BASEMENT B2 BASEMENT B2 BASEMENT B2 BASEMENT B2

Number AREA B2.1 AREA B2.3 AREA B2.2 AREA B2.6 AREA B2.4 AREA B2.5

Name GARAGE MECH. / STOR. STORAGE FAN RM. MPOE ROOM FAN ROOM

Area 8,403 SF 798 SF 1,322 SF 112 SF 236 SF 218 SF

Area Function PARKING GARAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM PARKING GARAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

Occupant Load 200 300 300 200 300 300

Occupants 42 3 5 1 1 1 53

Exit Req. 1 1 1 1 1 1

Exit Prov. 2 1 1 1 1 1

SCALE:

Group S-2 S-2 S-2 S-2 S-2 S-2

B2 1 1/16" = 1'-0"

CODE ANALYSIS EXITING DIAGRAM B2, B1, 1ST & 2ND STORY

SHEET NO.

G2.00 CAD REF.


PROPERTY LINE

GENERAL NOTES:

EXIT INFORMATION

STAIR 4 TOTAL OCCUPANT LOAD 114 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3) STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

9"

-

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

AREA CORRIDOR 1,154.94 SF DIAGONAL DISTANCE = 245 FEET (2013 CBC 1015.2.1 EX 2)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

7'-0"

AREA CORRIDOR 1,532.83 SF

168'

PROJECT:

57 12"

EGRESS CONVERGENCE CALCULATION CONVERGING LEVEL LEVEL B2 LEVEL 1 TOTAL LEVEL B1 EXIT DOOR CAPACITY

STAIR 1 27 36 63

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

180

OWNER: PROPERTY LINE

RESIDENTIAL AREA 4.2 1,702 SF

ARAGON (Glendale) Properties Corp.

RESIDENTIAL 719 SF

126 Lomita Street, El segundo, CA 90266 108 FEET > 82 FEET (1/3 x 245 FEET) (2013 CBC 1015.2.1 EX 2)

ATION DEDIC

LINE ERTY PROP

W/ LINE ERTY PROP

CORRIDOR 1-HR FIRE PARTITION (2013 CBC 1018, 708.3) & 20 MIN. DOORS (2013 CBC TABLE 716.5). WIDTH: 44" MIN CLEAR WIDTH (2013 CBC, TABLE 1018.2)

RESIDENTIAL AREA 4.1 13,057 SF

REFUSE ACCESS ROOM: 1-HR FIRE BARRIER (2013 CBC 713.13.3) & 45 MIN. DOORS (2013 CBC 713.13.3)

PROPERTY LINE

86 '-1 "

TRASH CHUTE SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

154'

TRASH RM. AREA 4.1 56 SF

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

6'-2"

RESIDENTIAL AREA 4.3 1,214 SF

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

EXIT INFORMATION

STAIR 1 TOTAL OCCUPANT LOAD 114 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

LEGEND:

PHASE

113' 1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION 3 HOUR FIRE RATED PARTITION

57 12"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

-

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

9"

TRAVEL DISTANCE

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

EXIT SEPARATION DISTANCE

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

CONCRETE WALL

PROPERTY LINE

MASONRY WALL

Occupant Load Calculation 4th Story Level 4TH STORY (T.O.SHT'G) 4TH STORY (T.O.SHT'G) 4TH STORY (T.O.SHT'G) 4TH STORY (T.O.SHT'G) 5TH STORY 5TH STORY

32"X2= 64"; 64"/2= 320 OCC. (320 OCC.+ ) X 3SF = REFUGE AREA

Number AREA 4.1

Name RESIDENTIAL

Area 13,057 SF RESIDENTIAL

AREA 4.2

RESIDENTIAL

1,702 SF

AREA 4.3

RESIDENTIAL

AREA 4.1 AREA 4.5 AREA 4.4

Area Function

Occupants 66

Exit Req. 2

Exit Prov. 2

Group R-2

RESIDENTIAL

200

9

2

2

R-2

WOOD FRAMING WALL (CUT)

1,214 SF

RESIDENTIAL

200

7

2

2

R-2

WOOD FRAMING WALL (PROJECTION)

TRASH RM.

56 SF

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

300

1

1

1

S-2

RESIDENTIAL RESIDENTIAL

2,388 SF 3,223 SF

RESIDENTIAL RESIDENTIAL

200 200

12 17 112

2 2

2 2

R-2 R-2

PROPERTY LINE

35 7"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

44"

DOOR WIDTH PROVIDED

36"

6"

DIAGONAL DISTANCE = 245 FEET (2013 CBC 1015.2.1 EX 2)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

Date

9" 44"

DOOR WIDTH PROVIDED

36"

-

Description

44

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

7"

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5) DIAGONAL DISTANCE = 245 FEET (2013 CBC 1015.2.1 EX 2)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

7'-0"

-

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

STAMP:

No.

EXIT INFORMATION

STAIR 4 TOTAL OCCUPANT LOAD 87 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

EXIT INFORMATION

RESIDENTIAL AREA 4.5 2,388 SF

METAL FRAMING WALL(s)

4TH STORY 2 SCALE: 1/16" = 1'-0"

RESIDENTIAL LEVEL EXIT THROUGH 4TH STORY. NOT INCLUDED IN 5TH STORY OCCUPANT COUNT

STAIR 4 TOTAL OCCUPANT LOAD 70 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

COLUMN

Occupant Load 200

REFUGE AREA CALCULATION 4 SCALE: 1/16" = 1'-0" PROPERTY LINE

PERMIT SET

EGRESS ROUTE

10'

168'

PROPERTY LINE

PROPERTY LINE

RESIDENTIAL AREA 3.4 1,702 SF

RESIDENTIAL LEVEL EXIT THROUGH 4TH STORY. NOT INCLUDED IN 5TH STORY OCCUPANT COUNT

DN

EXIT INFORMATION

STAIR 1 TOTAL OCCUPANT LOAD 70 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

68' 35

44"

DOOR WIDTH PROVIDED

36"

SKY DECK AREA 5.1 566 SF

6"

TRASH CHUTE SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5) ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

EXIT INFORMATION

SKY DECK AREA 5.2 454 SF

65' PATH OF EGRESS FROM MOST REMOTE POINT

154' 6'-2"

RESIDENTIAL AREA 3.2 1,220 SF

STAIR 1 TOTAL OCCUPANT LOAD 87 / 2 STAIRWAY WIDTH REQUIRED CBC 1005.3.1 (INCH/PERSON) (0.3)

7"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2) -

RESIDENTIAL AREA 4.4 3,223 SF

TRASH RM. AREA 3.3 56 SF

PROPERTY LINE

PROPERTY LINE

ELEVATOR (2013 CBC 713.14.1, SMOKE GUARD) ELEVATOR SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 707.3.1)

KEY PLAN

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

86 '-1 "

41' PATH OF EGRESS FROM MOST REMOTE POINT

STORAGE AREA 5.4 55 SF

108 FEET > 82 FEET (1/3 x 245 FEET) (2013 CBC 1015.2.1 EX 2)

7'-5 1/4"

148'

TRASH CHUTE SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

721 SF

5'-8"

ATION DEDIC

CORRIDOR 1-HR FIRE PARTITION (2013 CBC 1018, 708.3) & 20 MIN. DOORS (2013 CBC TABLE 716.5). WIDTH: 44" MIN CLEAR WIDTH (2013 CBC, TABLE 1018.2)

LINE ERTY PROP

GARAGE EXHAUST SHAFT 2-HR FIRE-RESISTANCE RATING (2013 CBC 713.4 & 713.13.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

CORRIDOR 1-HR FIRE PARTITION (2013 CBC 1018, 708.3) & 20 MIN. DOORS (2013 CBC TABLE 716.5). WIDTH: 44" MIN CLEAR WIDTH (2013 CBC, TABLE 1018.2)

W/ LINE ERTY PROP

ATION DEDIC

LINE ERTY PROP

W/ LINE ERTY PROP

108 FEET > 82 FEET (1/3 x 245 FEET) (2013 CBC 1015.2.1 EX 2)

RESIDENTIAL

RESIDENTIAL AREA 3.1 13,045 SF

43

44"

DOOR WIDTH PROVIDED

36"

-

113'

9"

STAIRWAY WIDTH PROVIDED DOORWAY WIDTH REQUIRED CBC 1005.3.2 (INCH/PERSON) (0.2)

N

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

PER SECTION 1009.4 STAIR WIDTH TO BE DETERMINED IN SECTION 1005.1, BUT SHALL NOT BE LESS THAN 44" WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50.

13013 PLOT DATE SCALE

PROPERTY LINE

Occupant Load Calculation 3rd Story Occupant Load Calculation 5th Story Number AREA 5.2 AREA 5.1 AREA 5.4

Name SKY DECK SKY DECK STORAGE

Area 454 SF 566 SF 55 SF

Area Function ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED (<50 OCC) ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED (<50 OCC) ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

08/25/2017 As indicated

SHEET TITLE

PROPERTY LINE

Level 5TH STORY 5TH STORY 5TH STORY

PROJECT NO.

7"

2-HR FIRE-RESISTANCE RATING @ STAIR SHAFT (2013 CBC 713.4 & 707.3.1) & 90 MIN. DOORS (2013 CBC TABLE 716.5)

Occupant Load 15 15 300

Occupants 31 38 1 70

Exit Req. 1 1 1

Exit Prov. 2 2 1

Group B B S-2

Level 3RD STORY 3RD STORY 3RD STORY 3RD STORY 3RD STORY

Number AREA 3.1 AREA 3.2 AREA 3.3 AREA 3.4 AREA 1.17

Name RESIDENTIAL RESIDENTIAL TRASH RM. RESIDENTIAL RESIDENTIAL

Area 13,045 SF 1,220 SF 56 SF 1,702 SF 721 SF

Area Function RESIDENTIAL RESIDENTIAL ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM RESIDENTIAL RESIDENTIAL

Occupant Load 200 200 300 200 200

Occupants 66 7 1 9 4 87

Exit Req. 2 2 1 2

Exit Prov. 2 2 1 2

Group R-2 R-2 S-2 R-2 R-2

CODE ANALYSIS EXITING DIAGRAM 3RD, 4TH & 5TH STORY

SHEET NO.

5TH STORY 3 SCALE: 1/16" = 1'-0"

3RD STORY 1 SCALE: 1/16" = 1'-0"

G2.01 CAD REF.


NOTES:

(E) BUILDING (NOT A PART)

PROJECT:

1. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED 2. PROVIDE CLEAR ACCESS AT GRADE IN FRONT OF EVERY EMERGENCY ESCAPE WINDOW FROM EVERY SLEEPING ROOM BELOW THE FOURTH STORY.

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

3. THE LOCATION OF ALL EQUIPMENT/DEVICES AND SCREENING SHALL NOT BE CHANGED OR REVISED WITHOUT PRIOR REVIEW AND APPROVAL BY THE STAFF OF THE PLANNING BUREAU AND OTHER CITY DEPARTMENTS AS REQUIRED.

12

15

(E) BUILDING (NOT A PART)

4. REFER TO CIVIL DRAWINGS FOR UTILITIES AND SITEWORK.

(E) BUILDING (NOT A PART)

5. REFER TO CIVIL DRAWINGS FOR BUILDING PLACEMENT ON SITE.

" 9'-0 ED. YD HW

8'-0" SETBACK

TY P ER PRO

8'-0"

EXIT

SETBACK

1/4" 7'-5

1/4" 19'-5

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOOD-TO-CONCRETE CONNECTIONS.

EW SID

+0'-0" ARCHITECTURE = 227.28' (PROJECT BASE POINT)

3

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

ALK

PHASE

1

24'-10 3/4"

" 45'-0 ET STRE OF

SETBACK

LEGEND:

1

5

8'-0"

1

PROPERTY LINE

15

69

SETBACK

117

SETBACK

E ERLIN CENT

126 Lomita Street, El segundo, CA 90266

9. 100% OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED.

PROPERTY LINE

N ATIO EDIC W/ D

LINE

9'-0"

10

ARAGON (Glendale) Properties Corp.

8. GENERAL CONTRACTOR, FRAMING CONTRACTOR, AND SCAFFOLDING CONTRACTOR REQUIRED TO OBTAIN CA OSHA PERMITS PRIOR TO COMMENCEMENT OF WORK.

BASMENT WALL BELOW

3'-0"

OWNER:

7. CONSTRUCTION WASTE TO BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER.

LINE

TY P ER PRO

8 19

154

SETBACK

PROPERTY LINE

OVERHEAD UTILITY LINE

6. FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

PERMIT SET

BUILDING COVERAGE STAIR & ELEVATOR TOWERS BUILDING PROJECTIONS / BALCONY ABOVE PLANTERS LANDSCAPING (REFER TO LANDSCAPE) HARDSCAPE (REFER TO LANDSCAPE)

118

LE NDA GLE

5

EXIT

STAIR #4

COURTYARD RESIDENTIAL PEDESTRIAN ENTRY / EXIT

PROPERTY LINE

3

STAMP:

EGRESS ROUTE

KEY NOTES:

BOU A LEV

OPEN TO BELOW (COURTYARD AT 2ND FLOOR) 8 3

RD

1

SHORTERM BIKE PARKING

3

LANDSCAPE PLANTER, SEE LANDSCAPE FOR PLANTER HEIGHT

5

SECURITY FENCE AND GATE

7

6" CONCRETE CURB

8

UTILITY POLE

10 ADDITIONAL 'TOW-AWAY' AS REQUIRED. REFER TO SHEET G3.13 FOR MORE INFO.

No.

Description

Date

11 STORM DRAIN MANHOLE, SEE SURVEY 17'-0"

12 STREET LIGHT/TRAFFIC SIGNAL VAULT

REAR YARD SETBACK 10'-0" 11

13 CATCH BASIN WITH ACCESS HOLE

5'-0"

15 WATER METER 19 STREET LIGHT 27 TRAFFIC SIGNAL LIGHT

5-STORY BUILDING 62 APARTMENT UNITS + 8 LIVE/WORK TYPE I-A AND TYPE V-A BUILDING

49 CANOPY

PROPERTY LINE

PROPERTY LINE W/ DEDICATION

10

69 MECHANICAL UNIT ON CONCRETE PAD. REFER TO MECHANICAL FOR DETAILS 117 SWITCH GEAR 7'x 11' ON CONCRETE SLAB. REFER TO MECHANICAL FOR DETAILS 118 WOOD FENCE OVER WALL REFER TO LANDSCAPE 123 FIRE DEPARTMENT CONNECTION

EW SID

154 FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6

ALK

ELEVATOR #1

19

KEY PLAN

SETBACK

STAIR #2

EXIT

GLEN

ALLEY

5

DALE BLVD

STAIR #3

10

154

ALLEY

11

123 3

8'-7"

8'-7"

TO PL.

12

PROJECT BASE POINT - 444'-0"

N 0' - 0" E 0' - 0"

19 27

12

15'-6"

12 27

PROJECT BASE POINT REFER TO ENLARGED DRAWING (BOTTOM LEFT)

3

PROPERTY LINE 7

1

8'-0"

EXIT

1ST STORY RESIDENTIAL VEHICULAR ENTRY / EXIT

B1 STORY RESIDENTIAL VEHICULAR ENTRY / EXIT 3

N

SETBACK

30" MAX. BALCONY PROJECTION PER SEC. 12.22C20

SIDEWALK

PROPERTY LINE

TO PL.

49

N 0' - 0" E 0' - 0"

7'-11"

8 12

22'-7 1/2"

A

AARON ST

RESIDENTIAL ENTRY / EXIT

30'-0" TO CENTERLINE OF STREET

12

13013 PLOT DATE SCALE SHEET TITLE

1

DRIVEWAY

PROJECT NO.

SIDEWALK

SITE PLAN 13

15

OVERHEAD UTILITY LINE

8

AARON STREET SHEET NO.

PROJECT BASE POINT 2 SCALE: NTS

SITE PLAN 1 SCALE: 1/8" = 1'-0"

A0.01 CAD REF.

08/25/2017 As indicated


11

10

9

8

7

6

5

4

3

2

GENERAL NOTES:

1

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

2.

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

3.

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

5.

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

7.

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

9.

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

201'-6 1/2" 16'-3 3/4" 9'-7"

34'-2" 6'-8 1/2"

38'-11"

26'-5"

7'-9"

23'-1"

30'-2 1/2"

8'-3 1/2"

5"

36'-6"

23'-1"

7'-6"

7'-7"

30'-1 1/2" 15'-9"

5'-8"

2'-7"

7'-0"

18'-0"

2'-6 1/2"

4 A2.30 A2.10

8'-10 1/4"

7"

3'-1" H 2.3

H 2.3

22'-9"

STORAGE B208

24'-2 3/4"

I

30'-5"

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

8'-8 1/4"

71

H

76

75

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

PERMIT SET

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN 9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET. MIN. 8'-2" HEADROOM CLEARANCE FOR DISABLE ACCESS PATH OF TRAVEL. CLEARANCE SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.

40'-10"

32'-1"

26'-6" 32'-1"

/4" 01 '-1 17 " 1/2 10 4'-

8'-6" x 18'-0" STANDARD PARKING STALL

C

VE

30

18°

S

VAN

92 73

PHASE

PARKING WHEEL STOP

EL: + 435' - 6"

74

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

75 3.2% DOWN

27'-6"

72

1 A2.31

PROPERTY LINE

69

30

H

OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

5'-5"

70

PARKING GARAGE B207

31'-0"

67

17'-6 3/4"

3.2% DOWN

12'-4" G 2.3

126 Lomita Street, El segundo, CA 90266

LEGEND:

31'-0"

68

31'-1"

31'-0"

1 A3.12

ARAGON (Glendale) Properties Corp.

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

65

30

CONCRETE RETAINING WALL. REFER TO STRUCTURAL

OWNER:

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

8'-8 1/4"

66

EL: + 436' - 8"

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

19'-3"

3'-0"

EL: + 436' - 8"

15'-2"

B208

107

ST1B2

E4

ARAGON GLENDALE APARTMENTS

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

16'-8"

8'-11"

45

J

1'-1"

19'-9 3/4"

4'-0"

109

H 2.3

22'-6"

EL: + 436' - 8"

G 2.3

B210

G 2.3

B2O9

G 2.3

7'-0"

2'-8" 3'-0"

11'-2"

55 °

LINE

107°

H 2.3

EL: + 436' - 8"

UP STAIR #1 ST1B2

6'-2 1/2"

19'-2 1/2"

15'-9"

FAN ROOM B210 EL: + 436' - 8"

8 AD2.1

PROPERTY LINE

7'-9"

MPOE ROOM B209

WALL

9'-3 1/2"

5'-0 1/2"

4'-6 1/2"

31

" '-7 14

ERTY PROP

16'-8"

FRESH AIR INTAKE SHAFT TERMINATES AT CEILING LEVEL. SEE MECH. DWG. 49'-11"

24'-5 1/2"

" 1/2 11 4'-

I

12" RETAINING 1 REFER TO STRUCTURAL

5'-3"

9'-4 1/2"

9'-6"

CONCRETE RETAINING WALL. REFER TO STRUCTURAL

3'-6"

1'-2"

10'-8"

PROPERTY LINE

J

1 A5.01

16'-8"

1 A3.10

PROJECT:

1.

LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR TRAFFIC COATING ON WOOD FRAMED FLOOR

2 A3.10

CONCRETE WALL

78

77

LINE OF BUILDING ABOVE

F

COLUMN

PROPERTY LINE

19'-0"

MASONRY WALL

30

LINE OF DUCTWORK ABOVE. REFER TO MECH. DRAWINGS

STAMP:

METAL FRAMING WALL(s) WOOD FRAMING WALL (CUT)

F

WOOD FRAMING WALL (PROJECTION)

82

ROOF DRAIN & OVERFLOW

2

7'-4"

12'-6 3/4"

3'-5 3/4"

34'-3" H 2.3

10'-11 1/2" 1'-7 3/4" 8'-9"

10'-6"

5'-9 1/2"

13'-11 1/2"

ELEV. #1 EL1B2

C

HALLWAY B202

119

EL: + 433' - 0"

H 2.3

G 2.3

KEY PLAN

EL: + 433' - 1"

B201

B

120 EL: + 433' - 0"

72 °

9'-9 1/2"

ALLEY

14'-0"

14'-0"

9'-8"

8'-9 1/2"

8'-8"

8'-7"

42°

CONCRETE RETAINING WALL. REFER TO STRUCTURAL

35'-11" 15'-6"

KEY NOTES: A

67°

N 0' - 0" E 0' - 0"

4'-11"

8'-8 1/2"

79'-10" 22'-3 1/2"

9 1/2"

7'-6"

7'-7"

15'-9"

62'-0"

5'-8"

9'-7"

18'-0"

2'-6 1/2"

12'-5 1/2"

79'-1"

1 141'-1" A2.11

11

10

9

8

7

6

5

4

3

2

BLVD

13'-0"

DALE

" 1/2

SUB CATEGORY OF WALL TYPE

GLEN

74 SPACES (STACKED)

1 A5.02

6'-0" 4'-3"

42

BIKE ROOM B201

109

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL

22'-2"

107 EL: + 433' - 0" ST2B2

10'-4"

22'-2"

STAIR #2 ST2.B2

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

7'-9 1/2"

10'-4"

1 A5.10

3'-0"

PROJECT BASE POINT

(s) STEEL STUD STEEL STUD USED AS FRAMING

120

B

ROOF ANCHOR

WALL TAG LEGEND

109

UP

A

CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. RA

13'-11 1/2"

H 2.3

G 2.3

'-0 13

ACCESIBILITY HEADROOM REQUIREMENT

B202

G 2.3

" 1/2 '-9 17

C

PLANTER. REFEER TO LANDSCAPE

G 2.3

9'-4"

4'-3"

27'-11"

87

1% DOWN

21'-5 3/4"

/4" 01 '-1 17 H 2.3

CONCRETE RETAINING WALL. REFER TO STRUCTURAL

EL: + 432' - 9"

75

+ -0' - 3"

1.1

27'-11"

sA

Date

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA)

D PROPERTY LINE

30'-0"

SETBACK

86

Description

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

46'-11"

30

No.

SLOPE TO DRAIN

85

1.1

PROPERTY LINE W/ DEDICATION

30

A2.10

STAND PIPE CLASS II (DRY-WET COMBINATION)

sA

3 A2.30

WINDOW TYPE, SEE SHEET AS2

SEWAGE EJECTOR. SEE PLUMBING FOR MORE DETAILS

EL: + 433' - 3"

D

DOOR TYPE, SEE SHEET AS1

19'-0"

83

84

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

X

111'-6 1/2"

LINE OF DUCTWORK ABOVE. REFER TO MECH. DRAWINGS

43'-5" 19'-0"

18'-2"

E LINE OF FLOOR SLAB ABOVE

EL: + 433' - 7"

10 8°

3 HR RESISTIVE CONSTRUCTION X X

81

3" 176'-

E

2 HR RESISTIVE CONSTRUCTION

CONCRETE RETAINING WALL. REFER TO STRUCTURAL

75

200'-0"

4% DOWN

18'-2"

181'-0"

200'-3"

1 HR RESISTIVE CONSTRUCTION 79

80

30

GARAGE STORAGE UNIT

31

EXHAUST FAN

42

STANDPIPE CLASS II (DRY-WET COMBINATION)

45

LOUVER, REFER TO WINDOW SCHEDULE

75

AREA DRAIN. SEE PLUMBING

92

SUMP PUMP. SEE PLUMBING

107

AREA OF REFUGE 36"x48"

109

FIRE EXTINGUISHER, REFER TO MECH

119

BIKE REPAIR STATION

120

STACKED BIKE PARKING

AARON ST

N

PROJECT NO.

13013 PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

OVERALL BASEMENT B2 PLAN

1

SHEET NO.

OVERALL B2 PLAN 1 SCALE: 1/8" = 1'-0"

A0.10 CAD REF.


11

10

9

8

7

6

5

4

3

2

GENERAL NOTES:

1

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

2.

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

3.

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

5.

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

7.

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

9.

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

201'-7" 38'-11" 39'-11"

30'-7"

30'-2 1/2"

8'-8 1/2"

6' CONCRETE BLOCK, RETAINING WALL, 2HR REFER TO STRUCTURAL

/2" 01 '-1 17

40'-0"

25'-11 3/4" 6'-6 1/2" 63'-1"

32'-1"

5% DOWN

PROPERTY LINE 73'-5"

18'-2"

200'-0 1/2" 37'-2"

SETBACK

19'-0"

9'-0" TYP. 40'-0"

EL: + 445' - 8"

8'-3 3/8"

5'-0"

B118B

9'-0"

27'-11" 50'-1"

22'-2"

LINE OF BUILDING ABOVE 35'-8"

3

B

H 2.3

H 2.3

RAMP #2

KEY NOTES:

CAPTURE AND REUSE TANK. SEE CIVIL PLANS FOR DETAILS

EL: + 447' - 1"

H 2.3

5"

1'-6 1/2"

ST3B1

150

H 2.3

A

9'-3 1/2"

RAMP #1

SETBACK

8'-0"

EL: + 445' - 4"

15'-7 1/2"

SUB CATEGORY OF WALL TYPE

KEY PLAN

9'-11 3/4"

38

8'-8 5/8"

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL

46 B122

ELECTRICAL ROOM B118 EL: + 446' - 3"

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

ALLEY

STAIR #3 ST3.B1

(s) STEEL STUD STEEL STUD USED AS FRAMING

C

14'-0"

H 2.2

H 2.3

ROOF ANCHOR

WALL TAG LEGEND

23'-8 1/2"

UP

PROPERTY LINE

28'-4"

8'-0"

TYP.

PROPERTY LINE W/ DEDICATION

9'-0"

TYP.

10"

SLOPE

H 2.3

G 2.3

23'-9"

2'-10" 4'-0"

1'-1 1/4"

22'-6 1/4"

CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. RA

" 1/2

1

SHORTERM BIKE PARKING

3

LANDSCAPE PLANTER, SEE LANDSCAPE FOR PLANTER HEIGHT

4

3'-6" FENCE / GUARDRAIL

5

SECURITY FENCE AND GATE

AARON ST

17 FIRE ANNUNCIATOR PANEL WITH MAP FOR STAIR LOCATIONS. REFER TO ELECTRICAL

N

PROJECT NO.

13013

30 GARAGE STORAGE UNIT

ALLEY

'-4 14

2'-4"

5.7%

9'-7 1/2"

42°

PROPERTY LINE

EL: + 444' - 1"

22'-0 1/4" EL: + 444' - 5"

35

ACCESIBILITY HEADROOM REQUIREMENT

BLVD

B 1

(2013 CBC 406.4.5)

H 2.3

47

28'-0" 91

18'-0"

H 2.3

67°

N 0' - 0" E 0' - 0"

H 2.3

2 A5.10

26'-4"

" '-7 17

PROJECT BASE POINT

48

36

PLANTER. REFEER TO LANDSCAPE

DALE

" 3'-10

" 1/2 104

A

49

5'-1"

E ROUT

2'-4"

TYP.

MAILBOX

F 1.5

LINE OF FLOOR ABOVE

LOBBY EL: + 444' - 1" B101

B101A

OUTLINE OF CANOPY ABOVE

109

16'-2"

SIBLE ACCE

B 1

37

Date

H 2.3

50

150

0

Description

STAND PIPE CLASS II (DRY-WET COMBINATION)

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA)

150

sA

No.

SLOPE TO DRAIN

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

18'-0"

EL: + 444' - 1"

14'-7"

H 2.3

17

ROOF DRAIN & OVERFLOW

A2.10

GLEN

4 8'-

123

3'-5"

H 2.1

F 2

WINDOW TYPE, SEE SHEET AS2

150

EQ

7.5%

6" 6'-

51

150

EQ

14.8%

" 1/4

" 1/2

TYP.

B118A

4'-8 1/4"

UP

7'-9 1/4"

18'-2"

200'-3"

4 8'8 1'-

18'-0"

3'-7"

" 1/2 '-9 17

ST2B1B

H 2.1

38

ST2B1A

EL: + 444' - 4"

B

151

EL: + 444' - 1"

1.9% DN

DOOR TYPE, SEE SHEET AS1

X

E

10'-0"

152

153

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

X

D

8'-0"

109

ELEV. #1 EL1.B1

ST #2 ST2.B1

DRIVE AISLE

X

REAR YARD SETBACK

2

39

H 2.3

EL: + 444' - 1"

B101B

UP

" 1/2

7'-8"

150

H 2.2

8'-2"

3 6'-

2 A5.02

1'-0"

WOOD FRAMING WALL (PROJECTION)

3 HR RESISTIVE CONSTRUCTION

5'-0" 28'-3" MIN.

EL: + 444' - 1"

11'-11"

" 1/2 '-2 17

3

6'-2"

8'-5"

14'-3 3/4"

" 1/2 " 1/2 '-9 17

5

2.2

18'-0"

75

8'-11 1/2"

sH

5'-10"

C

MAX STEP HEIGHT 1/2" TO VERIFY WITH DN PAVEMENT

LW 1.1 102 EL: + 444' - 9" 12'-6 1/2"

WOOD FRAMING WALL (CUT)

2 HR RESISTIVE CONSTRUCTION

150

150

STAMP:

METAL FRAMING WALL(s)

1 HR RESISTIVE CONSTRUCTION

52

TYP.

" 1/2

" 1/2

5 2'-

4 5'-

7% DOWN

3 8'-

2 A2.11

COLUMN

EL: + 444' - 9"

/2" LINE OF SOFFIT 01 '-1 ABOVE 11

8'-8 1/4"

40

1'-2"

5'-10 1/2"

EL: + 444' - 9"

G 2.3

MASONRY WALL

17'-0" 150

FAN ROOM B115

/D W

C 1.1

UP

/4" 01 '-1 17

PLANTERS REER TO LANDSCAPE

LW 2.1 103

6'-5"

EL: + 444' - 9"

AFFORDABLE UNIT

53

H 2.3

17'-11 1/2"

" 1/2

8'-11"

/4" 01 '-1 17

ARD

4 5'-

3

CONCRETE WALL

H 2.3

TYP.

3'-8"

/2" 01 '-1 17

LEV

UP

TRAFFIC COATING ON WOOD FRAMED FLOOR

F

54

EL: + 444' - 9"

8'-11"

EL: + 444' - 9"

5

31

B115

MIN. 8'-2" HEADROOM CLEARANCE FOR DISABLE ACCESS PATH OF TRAVEL. CLEARANCE SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL. LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR

75

41

PERMIT SET

9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET.

2

55

EQ

G 2.3

5.0% DOWN

" 1/2

4 5'-

FRESH AIR INTAKE SHAFT TERMINATES AT CEILING LEVEL. SEE MECH. DWG.

12'-2"

BOU

19'-0"

EL: + 445' - 3"

A2.30

EQ

15'-1"

AD6.7

EL: + 445' - 3"

/D W

5

27'-11"

C 1.1

LW 2.1a 104

3

114

3

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

A3.10

42

/2" 01 '-1 17

" 1/2 '-5 18

LE NDA GLE

5'-

UP

/2" 41

4

EL: + 445' - 3"

" 1/2

8'-6" x 18'-0" STANDARD PARKING STALL

H 2.3

56

1'-0"

4 5'-

43

13'-0"

/D W

EL: + 445' - 3"

2'-8"

" 1/2

44

OPEN TO B2 BELOW

8'-10"

LW 2.1b 105

C 1.1

S C

VAN

57

5%

1'-2 3/4"

PHASE

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN

EL: + 441' - 1"

EL: + 441' - 1"

36" HEIGHT CMU WALL VEHICLE PROTECTION

/2" 01 '-1 17

" '-3 17

UP

5% DOWN

109

EL: + 445' - 3"

4 5'-

22'-2"

H

VE

5'-7 3/4"

104

14'-0"

58 75

G2.3

DUCTWORK BELOW. REFER TO MECH. DRAWINGS

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

24'-11 3/4"

109

11 1/2"

15'-9" " 1/2

5

3

8'-7"

EL: + 440' - 2"

45

5% DOWN

32'-1"

/D W 4 5'-

D

EL: + 435' - 6"

3'-10 3/4" CLR

LW 2.1c 106 EL: + 446' - 0"

F

. MIN 19'

36" HEIGHT CMU WALL VEHICLE PROTECTION

0" '-1 17

/4" 01 '-1 17

UP

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

PROPERTY LINE

" 24'-4 EL: + 436' - 5"

3%

" 1/2

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

PARKING WHEEL STOP

75

GARAGE WALKWAY B110

126 Lomita Street, El segundo, CA 90266

LEGEND:

EL: + 446' - 0"

" 1/2 10 4'-

CONCRETE PAVERS REFER TO LANDSCAPE

1 A2.31 18'-0"

7'-8"

17'-6 1/2"

C 1.1

PAVERS SAME AS ROOF DECK. REFER TO LANDSCAPE

I

EL: + 438' - 11"

ARAGON (Glendale) Properties Corp.

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

5%

75

OWNER:

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

16'-8"

22'-10 1/2" 23'-3 1/2"

EL: + 446' - 0"

/D W 4 5'-

64

11"

LW 2.1d 107 EL: + 446' - 0"

63

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

7'-3 1/2"

11'-9"

10'-9"

" 1/2 '-5 18

H

UP

62

ARAGON GLENDALE APARTMENTS

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

24'-5 1/2"

C 1.1

4"

61

25'-5 1/2"

" 1/2

5

" 1/2

60

28'-5"

4 5'-

1 A3.12

4 5'-

59

19'-3"

/D W

29'-0" 3'-10"

EL: + 446' - 7"

LW 2.1e 108 EL: + 446' - 7"

3

5'-0 1/2"

11'-9 1/2"

C 1.1

" 1/2

17'-10"

107

J

PROPERTY LINE

" 1/2 '-4 18

" 1/4 '-6 17 3 5'-

EL: + 446' - 7" G 2.3

30'-7"

EL: + 446' - 7"

4%

G 2.3

28' MIN. DRIVE AISLE

45

B112

6'-0"

DN

4'-3" E4 8'-0"

7'-5"

G 2.3

D.

LINE OF BUILDING ABOVE

E

30

CONCRETE RETAINING WALL REFER TO STRUCTURAL

1'-1 1/2"

12 5°

0" 6'-

/2" 51

3

31'-0"

19'-1"

8'-9"

EL: + 446' - 7"

B111 G 2.3

22'-5 1/2"

59'-11"

UP STAIR #1 ST1.B1

8'-1"

LW 3.1 109

4'-8"

7'-10 1/2"

1'-2"

14'-2"

9" 3'-

2'-6 1/2"

108

FAN ROOM B111

55 °

TION DICA

16'-8"

" 1/2 '-3 15

W / DE Y DE HW

EL: + 446' - 7"

" 1/2 '-3 15

LINE

LINE

9'-0"

I

1'-7"

ERTY

ERTY PROP

104

109

34'-1 1/2"

18'-0"

1

5% DOWN

4'-4 1/2"

5'-5 1/2" 4'-0 1/2"

UP

1'-11" 8" 7'-0"

5'-8"

A3.11

PROPERTY LINE 31 12'-3"

30'-1 1/2"

15'-9"

A2.10 1

10 8°

9'-5 1/2"

7'-7"

4

78'-0"

PROP

J

10 9°

7'-6"

A2.30

2 A5.01

FRESH AIR INTAKE SHAFT. SEE MECH. DWG.

1 A3.10

29'-0"

23'-1"

10"

10'-2 1/2"

6'-2 1/2" 3'-1 1/4"

50'-6" 4 1/2"

PROJECT:

1.

3

1 A5.03 3 A5.30

1

31 EXHAUST FAN 38 ROLL-UP FIRE DOOR. REFER TO DOOR SCHEDULE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

45 LOUVER, REFER TO WINDOW SCHEDULE

40'-0"

A2.11

PLOT DATE

75 AREA DRAIN. SEE PLUMBING 91 TRENCH DRAIN. SEE PLUMBING

1

10'-9 1/2" 15'-6"

3'-11 1/2"

14'-9"

AARON STREET 46'-10 1/2"

8'-8 1/2"

2'-1 1/2"

23'-1"

7'-6"

7'-7"

19'-3 1/2" 15'-9"

2'-9" 2'-4" 5'-8"

4'-6"

104 UTILITY POLE 107 AREA OF REFUGE 36"x48" 20'-6 1/2"

9'-7"

22'-5 1/2"

18'-0"

2'-6 1/2"

12'-5 1/2"

108 REFER TO MECH 10'-0"

OVERALL BASEMENT B1 PLAN

109 FIRE EXTINGUISHER, REFER TO MECH

151'-1"

114 SLAB HOLE PROJECTION FOR MECH DUCTWORK

11

10

9

8

7

6

5

4

3

2

123 FIRE DEPARTMENT CONNECTION

1

150 ELECTRIC VEHICLE CHARGER POINT

SHEET NO.

151 ACCESSIBLE SPACE IDENTIDICATION SIGN

OVERALL B1 PLAN 1 SCALE: 1/8" = 1'-0"

A0.11

152 VAN ACCESSIBLE PARKING SIGN 153 ELEVATOR SMOKE CURTAIN - CBC 2017 SECTION 909.5 CAD REF.


GENERAL NOTES: 11

10

9

8

7

6

5

4

3

2

1

201'-6 1/2" 50'-6"

38'-11"

6'-9"

34'-1 1/2"

38'-2"

30'-2 1/2"

8'-8 1/2"

31'-0"

23'-1"

7'-6"

7'-7"

15'-9"

20'-6 1/2" 5'-8"1'-11"

8"

7'-0"

22'-5 1/2"

18'-0"

4

A2.10 1 CONCRETE RETAINING WALL REFER TO STRUCTURAL

H 2.2

107°

41'-1 1/2" 31'-0" 5'-6 1/2" 32'-1" 18'-2" 133'-4"

PROPERTY LINE

27'-11"

0" 10" G 2.3

8'-8 1/2" G 2.3

5'-0"

E1

H 2.3

150

G 2.3

120

154

DRIVEWAY OPENING

E1

B

45

32

MPOE 120

A

5" '-4 14

2 A5.03

SIDING REF SHEET AD1.1

RAMP #1

1

" 1/2

AARON ST

10 ADDITIONAL 'TOW-AWAY' AS REQUIRED. REFER TO SHEET G3.13 FOR MORE INFO.

10

H 2.3

KEY NOTES:

H 2.3

9'-3 1/2"

9'-7 1/2"

N 0' - 0" E 0' - 0"

B 1

SUB CATEGORY OF WALL TYPE

22'-2" 38

1111

E1

67°

PROJECT BASE POINT

19'-0"

SETBACK

PROPERTY LINE W/ DEDICATION

9'-0" TYP.

19'-0"

H 2.3

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL

EL: + 455' - 0"

9'-8 1/2"

11 1/2"

14'-0"

13'-0 1/2"

1/2" 13'-2

104

BIKE STATION

19'-0"

15'-2"

SF 1

42°

8'-7"

33

C

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

BLVD

SF 1

(s) STEEL STUD STEEL STUD USED AS FRAMING

G 2.3

74 SPACES (STACKED) BIKE STORAGE 119 H 2.2

G 2.3

ROOF ANCHOR

WALL TAG LEGEND

DALE

1/2" 18'-4

49

LINE OF BUILDING ABOVE

EL: + 455' - 0"

34

H 2.3

OPEN TO LOBBY BELOW

CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. RA

KEY PLAN

G 2.3

107

G 2.3

23'-11"

ACCESIBILITY HEADROOM REQUIREMENT

4'-0 1/2"

119.1

H 2.3

1/2"

B 1

A

119.2

PLANTER. REFEER TO LANDSCAPE

GLEN

H 2.3

6'-4

4'-4"

42

145°

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA)

D

ALLEY

" 1/2

B

H 2.1

UP

31 EXHAUST FAN 32 METAL PANELS. REFER TO MATERIAL SCHEDULE AND FINISH SCHEDULE 33 MAIN ENTRANCE SIGNAGE. REFER TO MATERIAL SCHEDULE

N

13013

42 STANDPIPE CLASS II (DRY-WET COMBINATION)

3'-0"

1

A3.11

5"

8'-8"

40'-3 1/2" 23'-1"

7'-6"

7'-7"

1/8" = 1'-0"

59 SHAFT. 2 HOUR RESISTIVE RATING. SEE MECHANICAL 60 FAN ROOM SHAFT (36"X36" MIN) 75 AREA DRAIN. SEE PLUMBING

8'-3 1/2"

08/25/2017

SCALE

49 CANOPY

AARON STREET

104 UTILITY POLE 3'-11 1/2"

PLOT DATE

SHEET TITLE

1 A5.30

1

A2.11

30'-3"

PROJECT NO.

38 ROLL-UP FIRE DOOR. REFER TO DOOR SCHEDULE

A3.10

45 LOUVER, REFER TO WINDOW SCHEDULE

26'-3"

13'-7 1/2"

5'-8"

15'-9"

5'-8"

2'-9" 2'-4"

4'-6"

9'-7"

18'-0"

2'-6 1/2"

12'-5 1/2"

10'-0"

18'-0"

2'-7"

12'-5"

10'-0"

107 AREA OF REFUGE 36"x48"

OVERALL 1ST STORY PLAN

108 REFER TO MECH

151'-1"

109 FIRE EXTINGUISHER, REFER TO MECH 122 TRASH BIN

11

10

9

8

Date

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

H 2.3

9 1/2" 3'-2"

DN

H 2.1

4 8'1/2" 1'-7

SIDING REF SHEET AD1.1

112

HALLWAY 112

ST21

DN

UP

109

01

150

9'-0"

22'-2"

H 2.1

STAIR #2 ST2.1

G 2.3

Description

STAND PIPE CLASS II (DRY-WET COMBINATION)

14'-0"

/2" 31

H 2.3

G 2.3

H

TR1B

5'-5 1/2"

STAIR #3 ST3.1

153

G 2.3

" 1/2 '-9 17

ELEV. #1 EL1.1

75

A2.10

ALLEY

DN

6'-5 1/2"

H 2.2 OPEN TO BELOW

32

No.

SLOPE TO DRAIN

2

5'-0"

H 2.1

3 A5.10

7'-4"

EL: + 455' - 10"

WINDOW TYPE, SEE SHEET AS2 ROOF DRAIN & OVERFLOW

10'-0"

8"

2 A5.20

DOOR TYPE, SEE SHEET AS1

150

H 2.3

02 150

4'-0"

/2" 01 '-1 17

LW 1.2 M102

G 2.3

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

X X

150

38

9'-8" HALLWAY 113

6'-9 1/2"

X

REAR YARD SETBACK 18'-0" TYP.

28'-8"

03

H 2.3

E5

75 TR1A

G 2.3

31

150

CHAIN LINK FENCE

122

RECYCLING

/2" 41

109 G 2.3

109 DN

04

4'-10 1/2"

3'-8"

" 1/2

ARD

/2" 01 '-1 17

LEV

G 2.3

1 HR RESISTIVE CONSTRUCTION

17'-0"

G 2.3

12'-9 1/2"

H 2.4

W/D

F

E

EL: + 455' - 0" 59 TRASH ROOM 114

H

WOOD FRAMING WALL (PROJECTION)

30

115B

150

STAMP:

WOOD FRAMING WALL (CUT)

3 HR RESISTIVE CONSTRUCTION

4'-8" 1'-5"

5 6'-

12 5° 7'-0 1/2"

OPEN TO BELOW

AFFORDABLE UNIT

6'-

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

2 HR RESISTIVE CONSTRUCTION

40'-0"

11" 8'-0"

31

LW 2.2 M103

3 A5.02

9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET.

CONCRETE WALL

150

FAN ROOM 115 EL: + 455' - 0"

115A

EL: + 455' - 10" " 1/2

05

06

A 0.1

C

PERMIT SET

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN

METAL FRAMING WALL(s)

75

G 2.3

G 2.3

H

5'-

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

29

07

12'-11"

A 0.1

G 2.3

3" 5'-

LW 2.2a M104

A2.11

8'-6" x 18'-0" STANDARD PARKING STALL

COLUMN

8 AD2.1

20'-7"

EL: + 455' - 10"

BOU

19'-0"

08

12'-6 1/2"

18'-2"

200'-3"

146'-0"

/2" 01 '-1 17

C 1.1

2

PHASE

TRAFFIC COATING ON WOOD FRAMED FLOOR

PROPERTY LINE

/2" 01 '-1 17

/2" 01 '-1 17

H

4 5'-

28

117B

MECHANICAL ROOM 116

DN

3

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

MASONRY WALL

CONCRETE RETAINING WALL REFER TO STRUCTURAL

" 1/2

OPEN TO BELOW

A2.30

S

A3.10

13

09

EL: + 455' - 0"

27'-11"

10 15

0" '-1 17

LE NDA GLE

D

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

C

2

27

10"

DN

" 1/2

LEGEND:

LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR

EL: + 455' - 0"

4 5'-

LW 2.2b M105

126 Lomita Street, El segundo, CA 90266

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

26

REAR YARD SETBACK

EL: + 455' - 10"

OPEN TO BELOW

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

ARAGON (Glendale) Properties Corp.

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

VE

11

C 1.1

4 5'-

9'-3 1/2"

3'-1"

15'-9"

STORAGE 117

G 2.3 A 0.1

" 1/2

9.

VAN

" LE 24'-4 ALS IVE . DR MIN 19'

12

24'-11"

H

E

14

11'-3 1/2"

200'-0"

" 1/2 10 4'-

OPEN TO BELOW

4 5'-

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

H

25

1'-0"

15'-9 1/2"

32'-1"

117A

EL: + 455' - 10"

104

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

A 0.1

A2.33

LW 2.2c M106

7.

OWNER:

1'-0"

PROPERTY LINE

109

75

C 1.1

1 /2" 41

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

PARKING WHEEL STOP

16

109

9'-9 1/2"

/2" 01 '-1 17

/2" 01 '-1 17

H

1 A2.31

11"

G 2.3

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

PARKING GARAGE 110

150

G 2.3

F

I

H 2.3

A 0.1

5.

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

24

75

2'-2"

OPEN TO BELOW

5'-

6'-2 1/2"

1'-0 1/2"

7'-5" 20'-8"

A 0.1

EL: + 455' - 10"

23

22

8"

G 2.3

" 1/2 10 4'-

LW 2.2d M107

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

17

3'-8"

H

METER RM. 118

" '-6 17

/2" 01 '-1 17

H

5'-

21

18

G 2.3

EL: + 455' - 0"

DN

/2" 41

20

3'-0"

C 1.1 OPEN TO BELOW

E3

G 2.3

1 A3.12

19

3'-10"

8'-0 1/2"

10'-1"

" 1/2

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

19'-3"

4 5'-

LW 2.2e M108

EL: + 455' - 0"

109

/2" 11 '-1 17

" 1/2 '-6 17

" 1/2

3.

ARAGON GLENDALE APARTMENTS

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

G 2.3

45

118

EL: + 455' - 10" 3 5'-

109

4'-1 1/2"

3'-8"

A 0.1

H

CONCRETE RETAINING WALL REFER TO STRUCTURAL

H 2.3

ST11A G 2.3

OPEN TO BELOW

31'-0"

STAIR #1 ST1.1 DN

G 2.3

EL: + 455' - 0"

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

J

16'-8"

STORAGE 109

EL: + 455' - 9"

UP

ST11B

EL: + 455' - 0"

32'-0"

55 °

LW 3.2 M109

DN 9" 3'-

PROPERTY LINE

10" 10"

4'-0 1/2" 5'-5 1/2"

9'-6" 13'-0"

4'-8"

31

/D W

" 1/2 '-0 16

16'-8"

E3 22'-3 1/2"

W/

I

108

154

DN

12 5°

" 1/2 '-8 14

LINE

104

13'-3"

LINE TY P ER N PRO ICATIO DED

TY P ER PRO

1'-2"

10'-8"

45

J

2.

A3.11

A2.30 1 A3.10

60

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

2'-6 1/2"

1

PROJECT:

1.

7

6

5

4

3

2

150 ELECTRIC VEHICLE CHARGER POINT

1

SHEET NO.

153 ELEVATOR SMOKE CURTAIN - CBC 2017 SECTION 909.5

OVERALL 1ST STORY PLAN 1 SCALE: 1/8" = 1'-0"

A0.12

154 FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6 CAD REF.


GENERAL NOTES: 11

10

9

8

7

6

5

4

3

2

1

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

2.

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

3.

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

5.

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

7.

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

9.

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

201'-6 1/2" 50'-6"

30'-2 1/2"

17'-3 1/2"

8'-8 1/2"

23'-1"

33'-2 1/2"

7'-6"

7'-7"

15'-9"

5'-8"

9'-7"

100'-5"

2'-6 1/2"

22'-5 1/2"

50'-0"

A2.10

4

1

A2.30

A3.10

18'-0"

8"

1

1

A3.11

DN

B1

B2

B2

6'-8"

5'-5"

4'-0"

3'-8"

6'-6"

B 1.1

5'-4"

2'-10"

6'-9"

1 A2.31

25'-8"

72 °

B1

6" 8'-

N

1'-0"

CONCRETE WALL MASONRY WALL COLUMN

5'-6"

3'-6"

2"

F

1'-2 1/2"

ST42B

B1

7" 7'-9"

3'-7"

5'-9"

14'-0"

W/D 11'-9 1/2"

10'-6 1/2"

19'-0" 27'-11"

SETBACK

KEY NOTES:

ALLEY

A

3"

7° 10

ALIG N

A3

F1

SETBACK

30" MAX. BALCONY PROJECTION PER SEC. 12.22C20

26'-8 1/2"

1

9'-5"

A4

1/2"

9'-6 1/2"

8 AD2.1

C

6"

2'-7

17°

11 1/2" 0" 8'-7"

C

A4

KEY PLAN

A3.10

" 1/2

PROPERTY LINE

1

1 A3.11

15'-6"

3'-11 1/2"

14'-9"

8'-5"

3"

8'-8 1/2"

62'-10" 23'-1"

7'-6"

26'-8 1/2" 7'-7"

15'-9"

5'-8"

9'-7"

2"

12'-5 1/2"

33'-0"

141'-1"

11

10

9

8

7

6

5

5

4

3

2

1

SECURITY FENCE AND GATE

42

STANDPIPE CLASS II (DRY-WET COMBINATION)

59

SHAFT. 2 HOUR RESISTIVE RATING. SEE MECHANICAL

69

MECHANICAL UNIT ON CONCRETE PAD. REFER TO MECHANICAL FOR DETAILS

82

PLANTER WITH SHORT SIZE PLANTS. REFER TO LANDSCAPE FOR MORE DETAILS

86

FENCE. REFER TO LANDCAPE FOR DETAILS

104

UTILITY POLE

109

A2.11

10'-9 1/2"

BLVD

'-4 14

24'-8 1/2"

SUB CATEGORY OF WALL TYPE

B

154

SF 1

ALIG N A2.33

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL

DALE

N 0' - 0" E 0' - 0"

EL: + 465' - 0"

4

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

C2 219

EL: + 465' - 0"

A4

ROOF ANCHOR

(s) STEEL STUD STEEL STUD USED AS FRAMING

C

C

7° 10

A4 220

C

CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. RA

B6 218

6"

" 13'-2

42°

PROJECT BASE POINT

PLANTER. REFEER TO LANDSCAPE

B1 2'-11"

SF 1

67°

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA)

GLEN

" 1/2 '-9 25

104

Date

WALL TAG LEGEND

6'-2"

IDF 163°

W/D

EL: + 465' - 0"

D

82

C3 201

B

PROPERTY LINE

6"

6'-6"

2IDF

8'-8"

D 2

6'-5"

10'-7"

6'-7"

22'-2"

4 A5.02

Description

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

EL: + 465' - 0"

7" 2EGA

No.

STAND PIPE CLASS II (DRY-WET COMBINATION)

22'-2"

6"

" 1/2 '-2 10

UP

4'-2"

225A

2'-0"

ST22

STAIR #2 ST2.2

225C

BATHROOM 226

B2

3'-5" 6'-11"

35'-3" 8'-7"

DN

73°

9'-6"

153

D 2

SLOPE TO DRAIN

89'-4"

6'-9 1/2" 2'-9 1/2"

ELEV. #1 EL1.2

8

A2.10

14'-0"

W/D

N

14

B1

ROOF DRAIN & OVERFLOW

2

ACCESIBILITY HEADROOM REQUIREMENT

EL: + 465' - 0"

9'-6"

55 °

IG AL

A7.11

A4

WINDOW TYPE, SEE SHEET AS2

COMMUNITY ROOM 225

2 A5.00

D 2

DOOR TYPE, SEE SHEET AS1

86

EL: + 465' - 0"

W/D

1" 7'-

4 A5.03

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

W/D

2'-8"

6"

" 1/2 '-2 10

4 A5.10

B3 217

28'-6"

DN

A2 202

AFFORDABLE UNIT EL: + 465' - 0"

5'-10"

5'-8"

STAIR #3 ST3.2

8'-8"

33'-2 1/2"

" '-7 10

7'-0"

3 HR RESISTIVE CONSTRUCTION

X X

225 B

J

25'-1"

N

2

J

TR2C

HALLWAY 221

A2.11

12'-0"

5'-4" 16'-5"

TR2B

TRASH ROOM 222 TR2A

A2

J

124

7'-7"

IG AL

/D W

J

2 HR RESISTIVE CONSTRUCTION

X

E

B2

6'-2" CLR J

B 2

EL: + 465' - 0"

1

" 10 8'-

6"

" 1/2 '-2 10

1" 2'-

W/D

A2.12

3'-9"

6'-5"

A1 203

C

8'-2 1/2"

59

A4

A2.30

EL: + 465' - 0"

WOOD FRAMING WALL (PROJECTION)

B2

3 A6.01

6"6"

19'-0"

N

/D W

0" 9'-

IG AL

EL: + 465' - 0"

B3 216

WOOD FRAMING WALL (CUT)

1 HR RESISTIVE CONSTRUCTION

5'-11"

A2.32

3 A5.20

4" 3'-

STAMP:

METAL FRAMING WALL(s)

1

D

A

TRAFFIC COATING ON WOOD FRAMED FLOOR

16'-3 1/2"

UP

109

9" 9'-

1" 2'-

6"

" 1/2 '-2 10

A2

E

27'-11"

4

A2.12

LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR

11'-4"

16'-2"

BENCH. REFER TO LANDSCAPE FOR DETAILS

A2.12

2

VE

18'-2"

4" 3'-

A1 204

3

17'-0"

82

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

STAIR #4 ST4.2

EL: + 465' - 0"

ST42A

2'-4"

CLR 5'-8"

1" 8'-

IG AL

180'-0 1/2"

42

A2.12

PERMIT SET

9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET.

A3.10

8'-9"

6"

" 1/2 '-2 10

" 10 8'-

3

82

12 5°

/D W

EL: + 465' - 0"

11'-0" B2

16'-6"

N

1" 2'-

F

82

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

2

D 2

4'-10"

IG AL A4

A1 205

B3 (SIM) 215

EL: + 465' - 0"

1 A5.04

8'-6" x 18'-0" STANDARD PARKING STALL

C

VAN

CMU WALL WITH WOOD FENCE TYP SEE LANDSCAPE

B2

3

S

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN

EL: + 465' - 0"

7"

32'-1"

A2.33

117

3'-0"

C

3

AFFORDABLE UNIT

4'-8"

4" 9'-

6"

HALLWAY 223

PHASE

PARKING WHEEL STOP

H

W/D

4"

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

W/D

9" 9'-

B1

10 8°

4" 3'-

/D W

6'-0" 8'-1"

EL: + 465' - 0"

B2

104

5

6'-4"

W/D EL: + 465' - 0"

14'-6"

N

4"

A2.33

1" 2'-

EL: + 465' - 0"

7'-0"

69 2

0" 9'-

IG AL

TION DICA

A2

3'-0"

B 1.1

W/D

4" 3'-

/D W

EL: + 465' - 0"

A2.33

8'-2"

PROPERTY LINE

B 1.1

B1 214

1

12'-5"

B2 213

CLR 5'-8"

3'-0"

3 1/2"

SLAB EDGE

A2.32

18'-2"

6'-11"

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

31'-0"

B 2

6'-10"

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

11'-5"

5'-3"

10'-8 1/2"

9" 9'-

W / DE

LINE

A1 207

A1 206

200'-3"

48'-4"

W/D 2EGB

4"

37'-7 1/2"

8'-11"

6'-0" 7"

43'-2" 5'-4"

HEADER ABOVE ARCH 6'-0"x7'-10"

7"

5'-0"

126 Lomita Street, El segundo, CA 90266

LEGEND:

2'-2"

2'-3 1/2"

8" 2'-

6"

LINE " 1/2 '-3 10

ERTY

A4

ARAGON (Glendale) Properties Corp.

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

I

B5 212

7'-4"

7'-0" CLR

107°

1" 8'-

31'-0"

109

N

PROP

ERTY PROP

H

1 A5.00

B5 211

10 8°

R " CL 5'-11

EL: + 465' - 0"

IG AL

1

B4 210

" 11'-7

8'-4"

A1c 208

A3.12

W/D

6'-4"

W/D

6"

" '-0 10

A4

W/D

W/D

OWNER:

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

16'-8"

C4a 209

2'-8"

I

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

29'-8 1/2"

EL: + 465' - 0"

EL: + 465' - 0"

AFFORDABLE UNIT EL: + 465' - 0"

6"

" 1/2

7" 5'-

ARAGON GLENDALE APARTMENTS

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

PROPERTY LINE W/ DEDICATION

16'-8"

3 9'-

104

J

8 1/2"

CMU WALL WITH WOOD FENCE TYP SEE LANDSCAPE

B2

32'-1"

7" 4'-

4 A5.01

9'-8"

12 5°

9'-3 1/2"

B2

200'-0"

B2

8" 4'-10"

DN

SETBACK

B1

4'-3"

154

DN B1

D

6"

G

14'-1"

55 °

10'-8"

J

11 1/2" 5'-3"

3'-1"

PROPERTY LINE

PROJECT:

1.

FIRE EXTINGUISHER, REFER TO MECH

117

SWITCH GEAR 7'x 11' ON CONCRETE SLAB. REFER TO MECHANICAL FOR DETAILS

124

LATCHING CHUTE DOOR

153

ELEVATOR SMOKE CURTAIN - CBC 2017 SECTION 909.5

154

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6

AARON ST

N

PROJECT NO.

13013 PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

OVERALL 2ND STORY PLAN

SHEET NO.

OVERALL 2ND STORY PLAN 1 SCALE: 1/8" = 1'-0"

A0.13 CAD REF.


GENERAL NOTES: 11

12

10

9

8

7

6

5

4

3

2

1

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

2.

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

3.

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

5.

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

7.

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

9.

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

201'-6 1/2" 17'-2 1/2"

33'-3 1/2"

30'-2 1/2"

8'-8 1/2"

23'-1"

7'-6"

7'-7"

15'-9"

5'-8"

126'-1 1/2"

1

9'-7"

18'-0"

0"

32'-7"

2'-6 1/2"

22'-5 1/2"

8" 2'-6 1/2"

22'-5 1/2"

1

2

4

A3.11

A2.30

A3.11 A2.10

A3.10

1

B2

B2

8'-7"

B1

K

9'-3 1/2"

8'-3"

41 B1

8 1/2"

B1

125 °

J

9"

10'-10"

2 AD2.4

5'-9"

5'-9"

B 2

B1 314

1

B 1.3

16'-8" 47'-8" 32'-1"

30'-4 1/2" 1'-11"

PROPERTY LINE

18'-2"

200'-0"

9'-6 1/2"

8'-9"

17'-0"

12'-7"

6"

19'-0"

56'-1 1/2"

6"

W/D

No.

Description

Date

PROPERTY LINE

PROPERTY LINE W/ DEDICATION

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA) PLANTER. REFEER TO LANDSCAPE

ACCESIBILITY HEADROOM REQUIREMENT CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. ROOF ANCHOR

WALL TAG LEGEND

7'-0"

W/D

(s) STEEL STUD STEEL STUD USED AS FRAMING

C

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL SUB CATEGORY OF WALL TYPE

B1

D 1

EL: + 476' - 0"

22'-2"

KEY PLAN

36'-2"

C2a 319

43'-10 1/2"

5'-0"

6'-3"

D

3'-8"

154

GLEN

B

DALE

2 6"

BLVD

A2.33

KEY NOTES:

ALLEY

1/2" 11'-5

SETBACK 30" MAX. BALCONY PROJECTION PER SEC. 12.22C20

2

A3.10

8'-5"

3"

8'-8 1/2"

12'-2 1/2"

154 FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6

A3.11

51'-2" 23'-1"

7'-6"

7'-7"

26'-2" 15'-9"

5'-8"

9'-7"

18'-0"

2"

12'-5 1/2"

2'-6 1/2"

12'-5 1/2"

PROJECT NO.

13013

124 LATCHING CHUTE DOOR

1

A2.11 3'-11 1/2"

N

109 FIRE EXTINGUISHER, REFER TO MECH

1

30'-2 1/2"

42 STANDPIPE CLASS II (DRY-WET COMBINATION)

107 AREA OF REFUGE 36"x48" 10'-2 1/2"

1

A3.11

AARON ST

41 GUARDRAIL. 42” MIN HIGH. REFER TO MATERIAL SCHEDULE AND FINISH SCH.

59 SHAFT. 2 HOUR RESISTIVE RATING. SEE MECHANICAL

PROPERTY LINE

11'-7 1/2"

PROJECTION OF SIDDING ABOVE

A

3" F1

7'-10 "

9'-8"

A3

10'-1 "

9'-5"

17°

A2.33

8'-10 "

B 1

A5 2'-6"

SF 1

N 0' - 0" E 0' - 0"

A3

4

° 73

A4 8'-7"

WINDOW TYPE, SEE SHEET AS2

STAND PIPE CLASS II (DRY-WET COMBINATION)

B1

AFFORDABLE UNIT EL: + 476' - 0"

5 AD2.4

A PROJECT BASE POINT

C1 318

B 1

12'-2"

A4a 320

W/D

DOOR TYPE, SEE SHEET AS1

SLOPE TO DRAIN

14'-0"

" 14'-2

14'-0"

D 2

C3a 301

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

RA

AFFORDABLE UNIT

7° 10

IDF 163°

EL: + 476' - 0"

SF 1

7'-0 1/2" 6'-2"

ST23 D 2

11'-11"

B 1

3IDF

W/D

UP

B 1.3

12'-6"

7'-10" CLR.

DN

D 2

4'-1"

6'-1"

22'-2"

STAIR #2 ST2.3

17° B 1.2

3EGA

2'-0" 11" 3'-8"

B 1.1

B 1.3

S

8'-8"

D 2

5 A5.02

A4

B

ELEV. #1 EL1.3

C

A2.10

EL: + 476' - 0"

2 B7 A5.00 321

8'-8"

C

B 2

S

" 1/2 '-9 35

W/D

41

5'-4"

W/D 1 A2.33

6'-1"

A3 302

B1 3'-8"

16'-4"

A1

5 A5.10

EL: + 476' - 0"

20'-5"

" '-6 15

B 2

3 HR RESISTIVE CONSTRUCTION

X

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

3'-8"

B3 317

B2

TR3A

HALLWAY 322

2 HR RESISTIVE CONSTRUCTION

ROOF DRAIN & OVERFLOW 2

12'-6"

322

B2

1 HR RESISTIVE CONSTRUCTION

E

B2 B 1.1

11'-10"

TR3C

WOOD FRAMING WALL (PROJECTION)

X

21'-9"

8"

/2" 61

TR3B

WOOD FRAMING WALL (CUT)

EL: + 476' - 0"

2'-7"

8 AD2.4

TRASH ROOM 323

B 2

8" 4'-

EL: + 476' - 0"

41

1

124

A2.30

A2.11

B3 316

STAMP:

METAL FRAMING WALL(s)

27'-11"

A2.12 B 2

125 °

109

3

COLUMN

F

X

W/D

5'-3 1/2"

9'-

A6 303 EL: + 476' - 0"

/D W

2

47'-3"

5'-4"

19'-0"

9'-5"

TRAFFIC COATING ON WOOD FRAMED FLOOR CONCRETE WALL

7" 8'-

1" 2'-

13'-10 1/2"

B 1.3

10 8°

A4

2'-0 1/2"

B1

59

8'-3"

/D W

4 AD2.4

41 7" 8'-

" 1/2 '-8 25

C

4" 3'-

B1 1 AD2.1

B 1

4 A5.20

EL: + 476' - 0"

107

B 1.3

W/D

A5 304

4

A2.12

6'-11 1/2" 10"

E

4" 9'-

1" 2'-

A1

STAIR#4 314

3'-0 1/2"

OPEN TO COURTYARD BELOW

A2.12

2

LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR

A3.10

31'-0"

UP

ST43

B 1.3

/D W

ALIGN

19'-4 1/2" 41

EL: + 476' - 0"

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

MASONRY WALL 42

0" 9'-

18'-2"

" 1/2

2" 6'-

200'-3"

" 1/2

0" 5'-

A6 305

7'-6"

6 9'-

11 5'-

2 A5.04

A2.12

4" 9'-

A4

27'-11"

D 2

A2.32 3 1" 2'-

2

B2

7 AD2.4

3

C

D

B2

1 AD2.4

41

6" 8'-

/D W

B1

PERMIT SET

9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET.

VE

B3 315

5'-4" B 2

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

VAN

7'-8"

" '-2 26

32'-1"

9" 9'-

3 A2.33

8'-6" x 18'-0" STANDARD PARKING STALL

C

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN

EL: + 476' - 0"

B1

B2

S

W/D

8'-0 1/2"

EL: + 476' - 0"

MAX.

1" 8'-

" 10 6'-

25'-9"

B1

2

4" 3'-

PHASE

PARKING WHEEL STOP

H

1'-8 1/2"

W/D

A2.33

10 8°

A5 306

PROPERTY LINE

33'-2"

A2.33

EL: + 476' - 0"

B 1.3

EL: + 476' - 0"

A3.10

F

ALIGN

A2.31

109

A1

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

14'-8"

12'-6"

B2 313

31'-0"

9'-9"

21'-3"

4" 3'-

1" 2'-

2

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

10'-6 1/2"

B 1

EL: + 476' - 0"

/D W

13'-0 1/2"

W/D

5'-11"

1 A5.00

5'-9"

1

19'-8 1/2"

20'-8"

W/D

" '-0 10

A6 307 6" 5'-

19'-1"

B 1.3

1'-8"

4" 9'-

1" 2'-

A4

5'-9" B 1.3

3EGB

72 °

C

B 1.3

19'-8 1/2"

6'-10"

6" 8'-

A3.12

43'-1"

126 Lomita Street, El segundo, CA 90266

LEGEND:

2'-1"

107°

7"

6'-4" 3" 3'-

EL: + 476' - 0"

H

B5 312

B5 311

ARAGON (Glendale) Properties Corp.

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

I

W/D

B4 310

" 11'-7

" '-5 10

109

8'-8"

A1d 308

1

W/D

6'-4"

W/D

OWNER:

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

3 AD2.4

W/D

A4

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

9'-8 1/2"

EL: + 476' - 0"

C4 309

C

31'-0"

B2

EL: + 476' - 0"

EL: + 476' - 0"

EL: + 476' - 0"

I

B2

7'-0" CLR.

16'-8"

" '-4 14

B2

ARAGON GLENDALE APARTMENTS

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

8'-0"

J

154 D

G

6"

2'-6 1/2"

8'-1 1/2"

P.5

PROJECT:

1.

PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

141'-1"

11

10

9

8

7

6

5

4

3

2

OVERALL 3RD STORY PLAN

1

SHEET NO.

OVERALL 3RD STORY PLAN 1 SCALE: 1/8" = 1'-0"

A0.14 CAD REF.


MECHANICAL EQUIPMENT. ALL EXTERIOR MECHANICAL EQUIPMENT, INCLUDING HVAC EQUIPMENT, SATELLITE DISHES, CELLULAR ANTENNAS AND AIR CONDITIONERS, SHALL NOT BE VISIBLE FROM PUBLIC RIGHTSOF-WAY OR ADJACENT RESIDENCES OR PLACED IN WINDOW OR DOOR OPENINGS.

11

12

10

9

8

7

6

5

4

3

2

1

30'-2 1/2" 34'-4"

8'-8 1/2"

23'-1"

12'-5"

1

2

4

A3.11

A2.30

9'-7"

18'-0"

8'-3"

6"

41

T.O. HANDRAIL + 3' - 6"

41 4'-0"

5 AD6.7

T.O. PARAPET EL: + 502' - 5"

B1

41

B1

EL: + 498' - 0"

NO PENETRATION WITHIN 4' - FIREWALL

B1

DN

K

B1

B1

T.O. HANDRAIL + 3' - 6"

CMU WALLS AND CONCRETE WALLS REFER TO STRUCTRAL.

8.

FOR WALL ASSEMBLIES REFERTO SHEET AD1.1 & AD1.2

9.

FOR WATERPROOFING DETAILS REFER TO SHEET AD6.5

" 1/2 '-2 10

3%

1'-9 1/2"

15'-3"

2'-3"

3%

1'-0"

01 AD6.2

2

CONCRETE WALL

4 A5.04

MASONRY WALL

STAIR #4 ST4.5

3'-0 1/2"

DN

ST45

WOOD FRAMING WALL (CUT) WOOD FRAMING WALL (PROJECTION)

F

1 HR RESISTIVE CONSTRUCTION 2 HR RESISTIVE CONSTRUCTION

2

4

A2.12

OPEN TO COURTYARD BELOW

3 HR RESISTIVE CONSTRUCTION 18'-2"

A2.12

B1

3'-2"

TH3.2 505 EL: + 498' - 0"

X

200'-0"

" 1/2 '-2 10

EL: + 498' - 0"

69

T.O. PARAPET + 4' - 5"

6 A5.20

T.O. PARAPET EL: + 502' - 5"

44'-3"

T.O. PARAPET EL: + 502' - 5"

10'-9 "

T.O. PARAPET EL: + 502' - 5"

12'-1 1/2"

2 A3.11

19'-0" 22'-2"

3

A

SETBACK

30" MAX. BALCONY PROJECTION PER SEC. 12.22C20

T.O. PARAPET EL: + 500' - 11"

T.O. PARAPET + 4' - 5"

ALLEY

3%

3'-5"

T.O. PARAPET + 4' - 5"

KEY NOTES:

TPO WHITE CLASS 'A' ROOF COVERING TYPICAL 5"

17° 38°

7'-11"

RA

4TH ST. BALCONY ROOF

112

T.O. PARAPET EL: + 502' - 5"

B 154

79

RA

4TH ST. BALCONY ROOF

17°

14'-0" 8"

RA

3%

3%

3

27'-0 1/2"

1

1

A3.10

A3.11

10'-1 1/2" 15'-6"

8'-3 1/2"

A2.11

4'-7"

98'-5"

14'-9"

8'-8 1/2"

23'-1"

7'-6"

7'-7"

15'-9"

5'-8"

9'-7"

18'-0"

2'-6 1/2"

12'-5 1/2"

141'-1"

11

10

9

8

7

6

5

LANDSCAPE PLANTER, SEE LANDSCAPE FOR PLANTER HEIGHT

5

SECURITY FENCE AND GATE

37

LADDER, TYP.

41

AARON ST

GUARDRAIL. 42” MIN HIGH. REFER TO MATERIAL SCHEDULE AND FINISH SCH.

N

PROJECT NO.

42

STANDPIPE CLASS II (DRY-WET COMBINATION)

44

SKYLIGHT, REFER TO WINDOW SCHEDULE

PLOT DATE

08/25/2017

45

LOUVER, REFER TO WINDOW SCHEDULE

SCALE

1/8" = 1'-0"

13013

SHEET TITLE

1 17'-2 1/2"

BLVD

RA

4TH ST. BALCONY ROOF

N 0' - 0" E 0' - 0"

T.O. PARAPET EL: + 502' - 5"

6"

DALE

RA

70°

PROJECT BASE POINT

AD6.7

T.O. PARAPET + 4' - 5"

T.O. PARAPET EL: + 502' - 5" T.O. PARAPET + 4' - 5"

RA

KEY PLAN

6

AD6.1

GLEN

T.O. PARAPET EL: + 502' - 5"

2%

115

0 '-1 12

1

2%

T.O. PARAPET + 4' - 5" T.O. PARAPET EL: + 502' - 5"

112

SUB CATEGORY OF WALL TYPE

39'-10"

2%

112

" 1/2

T.O. HANDRAIL EL: + 502' - 5"

(U) USAGE LETTER REPRESENTS USAGE/FUNCTIONALITY OF THE WALL

T.O. HANDRAIL + 4' - 5"

3%

5'-1"

3'-8"

5'-9"

79

T.O. PARAPET + 4' - 5" 79

4'-0" 4'-0" NO W ITH PENETR IN 4' AT - FIR ION EW AL L

C

1'-8"

TH BALCONY 558

SU #.#

(#) HOUR FIRE RATING NUMBER REPRESENTS FIRE RATING IN HOURS

14'-0"

79

T.O. PARAPET + 4' - 5"

RA

41

B1

9'-8"

4'-0" D 2

107

RA

T.O. PARAPET EL: + 502' - 5"

ST25A

EL: + 498' - 8"

D2

B1 29'-4"

DECK 324

D 2

DN

STAIR #2 ST2.5

9'-1 1/2"

107°

ELEV. CTRL RM 580

ROOF ANCHOR

WALL TAG LEGEND (s) STEEL STUD STEEL STUD USED AS FRAMING

2%

7 A5.02

163°

22'-2"

4TH ST. BALCONY ROOF

DN EL: + 498' - 11" SKYDECK REFER TO LANDSCAPE

42'-0 1/2"

7 A5.10

ELEV. #1 EL1.5

EL: + 498' - 7"

3%

" 1/2 '-2 10

T.O. PARAPET + 4' - 5"

CEILING MOUNTED EXIT SIGN WITH INTEGRATED EXIT LIGHTING ON SEPARATE BATTERY BACKUP. RA

01 AD6.2

13'-9"

ELEV1A

T.O. PARAPET EL: + 502' - 5"

ACCESIBILITY HEADROOM REQUIREMENT

T.O. PARAPET + 4' - 5"

79

AD6.2

B2

TH4.2 507

PLANTER. REFEER TO LANDSCAPE

27'-11"

NO PENETRATION WITHIN 4' - FIREWALL

3%

3%

10

8'-2 3/4" 4%

10'-2 3/4"

4'-0"

4'-0"

4TH ST. BALCONY ROOF

2 A2.11

37

9'-3"

4'-0"

AREA DEDICATED TO FUTURE LOCATION OF SOLAR ZONE (15% MIN. OF TOTAL ROOF AREA)

D

9'-3"

" 1/2 '-2 10

EL: + 498' - 0"

+ 0' - 7"

Date

PATHWAY OF ROUTING FROM SOLAR ZONE TO PLUMBING

14'-10 1/2"

44 69

D 2

Description

STAND PIPE CLASS II (DRY-WET COMBINATION)

PROPERTY LINE

5'-4"

5

No.

SLOPE TO DRAIN

41

EL: + 498' - 0"

8'-0" CLR

A2.10

T.O. PARAPET + 4' - 5"

2%

TR5A

D 2

3 A2.30

OPENING TO CLEAN SHAFT EL: + 498' - 8 0"

TR5C

ROOM 521

PROPERTY LINE W/ DEDICATION

TR5B

2

7'-11 1/2"

B 2

TH3.2 506

5'-5 1/2"

E2

A2.32

EL: + 498' - 2"

B1

2%

2%

4TH ST. BALCONY ROOF

1

1

T.O. PARAPET + 4' - 5"

D

WINDOW TYPE, SEE SHEET AS2 ROOF DRAIN & OVERFLOW

EL: + 498' - 0"

A2.12

45 10'-9"

EL: + 498' - 0"

7'-5"

3%

T.O. PARAPET EL: + 502' - 5"

" 1/2 '-2 10

19'-0"

59 12'-7"

4%

TPO WHITE CLASS 'A' ROOF COVERING TYPICAL

DOOR TYPE, SEE SHEET AS1

X

E

44

WALL TYPE, SEE SHEET AD1.1 & AD1.2 FOR WALL ASSEMBLIES

X

T.O. PARAPET EL: + 502' - 5"

59'-4"

79

0.5%

4%

8'-4"

E

27'-11"

STAMP:

METAL FRAMING WALL(s) 2'-3 1/2"

42 EL: + 498' - 0"

T.O. PARAPET EL: + 502' - 5"

T.O. PARAPET + 4' - 5"

2%

TRAFFIC COATING ON WOOD FRAMED FLOOR

COLUMN 107

5'-0"

4TH ST. BALCONY ROOF

8'-7"

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

A2.32

44

5

T.O. PARAPET + 4' - 5"

A

9'-0" x 18'-0" DESIGNATED PARKING STALL FOR FUTURE ELECTRIC VEHICLE CHARGING STATION. PROVIDE GROUNDED 208/240V OUTLET.

VE

PROPERTY LINE

" 1/2 '-2 10

T.O. PARAPET + 4' - 5"

A2.12

PERMIT SET

9'-0" x 18'-0" ACCESSIBLE PARKING STALL FOR VAN

504

B 1.1

A2.32 3

T.O. PARAPET EL: + 502' - 5"

B

7'-6" x 15'-0" OR 7'-6" x 18'-0" COMPACT PARKING STALL

TH3.2 504

3

EL: + 498' - 10"

C

PHASE

LIGHTWEIGHT CONCRETE ON WOOD FRAMED FLOOR

T.O. PARAPET EL: + 502' - 5"

4TH ST. BALCONY ROOF

8'-6" x 18'-0" STANDARD PARKING STALL

VAN

EL: + 498' - 0"

T.O. PARAPET + 4' - 5"

T.O. PARAPET EL: + 502' - 5"

S C

B1

NO PENETRATION WITHIN 4' - FIREWALL

30" HIGH 2H FIRE WALL EL: + 498' - 0"

H

37

2%

32'-1"

4'-0"

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

PROPERTY LINE

RA

8'-9"

" 1/2 '-2 10

79 4'-0"

181'-0"

A2.31

79

EL: + 498' - 0"

126 Lomita Street, El segundo, CA 90266

PARKING WHEEL STOP

1%

3%

4TH ST. BALCONY ROOF

ROOF AREA RESERVED FOR CONDENSING UNIT W/ MECHANICAL EUIPMENT PAD. PROVIDE 3'-0" MIN. WALKING PAD AROUND ALL UNITS. REFER TO MECHANICAL DRAWINGS.

1

37

RA

35'-3"

4'-0"

NO PENETRATION WITHIN 4' - FIREWALL

4TH ST. BALCONY ROOF

ARAGON (Glendale) Properties Corp.

31'-0"

4'-0"

OWNER:

LEGEND: OBSTRUCTION PERMITTED AREA ADJACENT TO PARKING STALL WITH 28'-0" ACCESS AISLE (L.A.M.C. 12.21A5)

31'-5 1/2"

31'-0"

7.

W/D

37

2%

18'-2"

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF: SIDE MEMBERS TO BE A MINIMUM OF ¼” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

44

EL: + 498' - 0"

W/D

69

H

200'-3"

PROVIDE 20% OF PARKING STALLS DESIGNATED FOR 'EV' PLUG-IN VEHICLES. MAX 2% SLOPE IN ANY DIRECTION AT EV MAX. SPACE

6.

32'-1"

2% 6"

44

EL: + 498' - 0"

W/D

30'-3 1/2"

" '-0 10

44

EL: + 498' - 0"

79

F

5.

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

14. ALL ROOF DRAINS TO DISCHARGE TO CAPTURE AND REUSE TANK PER PLUMBING AND CIVIL PLANS

I

TH2.2 503

1

T.O. PARAPET EL: + 502' - 5"

FOR PEST CONTROL, KEEP EXTERIOR WOOD 12" ABOVE SOIL, SEAL CRACKS/JOINTS/ETC WITH CAULKING, INSTALL PEST-PROOF SCREEN, NO WOODTO-CONCRETE CONNECTIONS

13. FIRE LADDER RESCUE AREA: PROVIDE A FLAT AND LEVEL AREA FOR A RESCUE LADDER. LADDER WILL NEED TO BE PLACED TO ACCESS BEDROOM WINDOWS AT ALL STORIES AT A 70 DEGREE ANGLE. BASED ON THIS INFORMATION, THE LADDER WILL BE REQUIRED TO BE PLACED 9’-3” FOR ACCESS TO THE THIRD STORY AND 5’-3” FOR THE SECOND STORY.

DN

TH2.2 502

A3.12

T.O. PARAPET + 4' - 5"

"sX" NON-COMBUSTIBLE WALL TYPES: START IN LOWER CASE "s" (OCCUR ON LEVEL 2 TYPE I-A CONSTRUCTION PORTIONS) TO USE STEEL STUD IN PLACE OF WOOD FRAMING, AND NON-COMBUSTIBLE SHEATHING (i.e. DENSGLASS) WHERE SHEATHING IS REQUIRED.

4.

11. FOR COLUMNS LOCATION REFER TO SLAB PLANS.

B1

DN

TH1.2 501

01 AD6.2

4TH ST. BALCONY ROOF

T.O. PARAPET + 4' - 5"

3.

ARAGON GLENDALE APARTMENTS

12. CLASS 'A' FIRE RETARDANT ROOF COVERING AS REQUIRED FOR VHFHSZ (1505.1, 7207.4)

T.O. PARAPET + 4' - 5"

T.O. PARAPET EL: + 502' - 5"

TYPICAL DIMENSIONS ARE TO FACE OF STRUCTURE WHICH IS FACE OF CONCRETE, FACE OF STUD. DIMENSION TO THE CENTERLINE ARE TO CENTERLINE OF STUD REGARDLESS OF SHEATHING.

10. MAILBOXES TO BE CONFIRMED WITH ARCHITECT. LUXER OR SIMILAR

J

T.O. HANDRAIL EL: + 501' - 6"

SLOPE

2 1/2"

SLOPE

SLOPE

2%

SLOPE

" 1/2 '-5 14

RA

4'-0"

12'-5"

EL: + 502' - 5"

154

9'-3 1/2"

T.O. HANDRAIL EL: + 501' - 6"

79

16'-8"

B 1.1

TPO WHITE CLASS 'A' ROOF COVERING TYPICAL

2.

22'-5 1/2"

27'-6 1/2"

1

SLOPE

EL: + 498' - 0"

RA

16'-8"

5'-8"

A3.11

RA

EL: + 498' - 0"

REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL-OUTS, DIMENSIONS & INFORMATION.SHEETS A4.01 TO A4.18.

1

7" 5'-

I

15'-9" 2"

SLOPE

9'-5 1/2"

10'-8"

T.O. PARAPET EL: + 502' - 5"

1'-2 1/2"

J

7'-7"

A2.10

A3.10

P.5

7'-6"

80'-3"

PROJECT:

1.

2'-6 1/2"

201'-6 1/2" 50'-6" 16'-2"

GENERAL NOTES:

4

3

2

1

59

SHAFT. 2 HOUR RESISTIVE RATING. SEE MECHANICAL

69

MECHANICAL UNIT ON CONCRETE PAD. REFER TO MECHANICAL FOR DETAILS

79

ROOF DRAIN & OVERFLOW DRAIN

107

AREA OF REFUGE 36"x48"

112

WOOD BENCH TYP.

115

BBQ COUNTER TYP.

154

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6

OVERALL 5TH STORY PLAN

SHEET NO.

OVERALL 5TH STORY PLAN 1 SCALE: 1/8" = 1'-0"

A0.16 CAD REF.


NOTES: A. ALL MATERIAL FINISH SAMPLES TO BE APPROVED IN ADVANCE BY ARCHITECT. PROVIDE LARGE CONTROL SAMPLES &/OR MOCK-UP. B. DESIGN INTENT FOR BUILDING DESIGN & FINISH MATERIALS SHOWN FOR ADDITIONAL INFORMATION. DEVIATIONS FROM INTENT TO BE APPROVED BY PSL ARCHITECTS IN ADVANCED.

PROJECT:

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

C. SEE SHEET A#.### FOR FINISH MATERIAL SCHEDULE. D. PROVIDE GRAFFITI-RESISTANT FINISH (MONOCHEM PERMASHIELD BY MONOPOLE, INC. LARR # 25080T FROM SECOND FLOOR (AT DIFFERENT MATERIAL FINISH TRANSITIONS WHERE OCCURS) TO GROUND LEVEL.

A

B

C

D

E

F

H

I

MAX. HEIGHT (45'+11'=56') + 528.08' 1

E. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. IT SHALL BE ILLUMINATED AT NIGHT. FIRE CODE 505.1

J

F.

WD-002 FIBER CEMENT SIDING

37

6'-9"

6'-9"

T.O. ROOF (T.O.SHT'G) 508'-0"

ST-002

AKROFLEX - OMEGAFLEX 9257 ADRENALINE

ST-003

AKROFLEX - BLACK (@ BALCONIES)

ST-004

AKROFLEX - OMEGAFLEX 9214 BLUEBELL

WD-001

FIBERCEMENT SIDDING AT 5 STORY ENTRY TOWER

WD-002

FIBERCEMENT SIDDING @ TH (CLAPBOARD)

10'-0"

7'-3"

TYP.

11'-0" 11'-0"

3'-9" 7'-3"

OMEGA 20/30 FINE SAND FLOAT, THREE COAT STUCCO SYSTEM WITH ACRYLIC-BASED FINISH &OMEGA 20/30 FINE SAND FLOAT, THREE COAT STUCCO SYSTEM WITH ACRYLIC-BASED FINISH

3RD STORY 476'-0"

41

41

7'-3" 21'-0"

0"

5'-0"

B2

7'-3"

7'-3" 0"

0"

ST42B

7'-10"

B1

5

2ND STORY 465'-0"

117

1ST STORY 455'-0"

2'-6"

8'-5"

21'-1"

C-001 BOARD FORMED CONCRETE

ARAGON (Glendale) Properties Corp. 126 Lomita Street, El segundo, CA 90266

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

4TH STORY (T.O.SHT'G) 487'-0"

3'-9"

21'-0"

3'-9"

3'-2"

3'-9"

3'-9" B2

B2

7'-3"

B1

0"

B2

ST-001

5TH STORY 498'-0"

1'-1 1/2"

3'-6" 11'-0"

46'-11" 7'-3"

7'-3"

B2

T.O.PARAPET 512'-0"

106

0"

B1

9'-10 1/2"

1'-0" 3'-9"

3'-9" 32'-0"

B1 106

7'-3"

25

ST-003 3 COAT STUCCO SYSTEM

106 41 B2

106

10'-11"

11'-0"

9'-0"

26

0"

B1

7'-3"

33'-2"

11'-0"

26

9'-0"

7'-3"

B1

7'-3"

7'-3"

B1

106

F1

B1

1'-0"0"

3'-9"

2'-9"

41

26

106 25

B1

B1

9'-0"

B1

0"

B1

0"

48'-2"

B1

21'-0"

7'-3" 0"

26

0"

9'-8" 1'-4"

29

7'-3"

9'-0"

B2

B1

B1

22'-2"

9'-8" 1'-4"

F1

29

0"

1'-3"

3'-2"

7'-3"

41

2'-9"

1'-4"

4'-5"

41

AVERAGE GRADE PLN + 459'-2" 4'-0 1/2"

ST-004 BLUE PAINT

A2.32 ST-004 BLUE PAINT

ST-003 3 COAT STUCCO SYSTEM

154

F

9'-8"

60'-0"

52'-10 1/2"

38'-7"

56'-11"

68' MAX HEIGHT ALLOWED PER 2016 CBC SEC. 504.2 (TYPE VA, PART B)

ST-002 3 COAT STUCCO SYSTEM ST-004 BLUE PAINT

2

ST-004 BLUE PAINT

37

ST-003 3 COAT STUCCO SYSTEM

LEGEND:

MAX HEIGHT (45'+12'+11'=68') + 512'

4'-0"

MAX. HEIGHT (45'+11'=56') + 508.2'

1 A2.31

ST-001 3 COAT STUCCO SYSTEM

7'-1 1/2"

AVERAGE GRADE PLN (+ 60) + 519'-2"

OWNER:

PROVIDE ANTI-GRAFFITI FILM ON STOREFRONT GLAZING AT FIRST FLOOR.

G. FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. SIDE MEMBERS TO BE A MINIMUM OF 1/4” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

A3.12

2 A3.10

PHASE

KEY NOTES: 5

SECURITY FENCE AND GATE

37

LADDER, TYP.

40

HANDRAIL 36”. REFER TO MATERIAL SCHEDULE AND FINISH SCHEDULE

41

GUARDRAIL. 42” MIN HIGH. REFER TO MATERIAL SCHEDULE AND FINISH SCH.

86

FENCE. REFER TO LANDCAPE FOR DETAILS

106

HOODED EXHAUST VENT. REFER TO MECH

110

CONTROL JOINT IN STUCCO

117

SWITCH GEAR 7'x 11' ON CONCRETE SLAB. REFER TO MECHANICAL FOR DETAILS

154

FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. REFER TO NOTE #6

PERMIT SET

B1d 446'-7"

BASEMENT B1 444'-1"

STAMP:

BUILDING ELEVATION - EAST 2 SCALE: 1/8" = 1'-0" No.

7

8

9

10

11 AVERAGE GRADE PLN (+ 60) + 519'-2"

4

ST-004 BLUE PAINT

A2.30

WD-002 FIBER CEMENT SIDING

ST-003 3 COAT STUCCO SYSTEM

ST-001 3 COAT STUCCO SYSTEM 37

?

41

37

MAX. HEIGHT (45'+11'=56') + 504'

ST-002 3 COAT STUCCO SYSTEM

ST-001 3 COAT STUCCO SYSTEM

10'-0" 11'-0"

60'-0" 11'-0"

9'-8"

64'-10"

11'-0"

T.O. ROOF (T.O.SHT'G) 508'-0"

5TH STORY 498'-0"

4TH STORY (T.O.SHT'G) 487'-0"

3RD STORY 476'-0"

AARON ST

AVERAGE GRADE PLN + 459'-2"

N

1ST STORY 455'-0"

PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

10'-11"

EXISTING NATURAL GRADE

BASEMENT B1 444'-1" 11'-2"

1

PROJECT NO.

13013

10'-0"

16'-8"

3'-6"

1'-1"

40

C-001 BOARD FORMED CONCRETE

A2.33

KEY PLAN

2ND STORY 465'-0"

1'-2"

5'-9"

7'-3"

B1

2'-2"

3'-0"1'-1"

B1

9'-8" 1'-4"

106

1'-4"

106

9'-8"

33'-1"

B1

3'-9" B

7'-10"

E3

7'-10"

G

D

7'-10"

B2

4'-10"

40

3'-9"

57'-0"

7'-3"

11'-0" 2'-8"0"

B2

B1

106

G

8'-4"

B2

1'-1"

B2

7'-3"

0" 3'-9" B1

41 40

B2

106 D

5'-9"

B1

106

5'-3"

B1

5'-9"

B2

5'-3"

7'-3"

9'-0"

G

1'-1" 0"

31'-10"

32'-11"

B2

1'-4" 4'-5"

D

0"

41

26

ST-001 3 COAT STUCCO SYSTEM 106

106

154

2'-9"

106

4'-5"

3'-6" 11"

1'-0 1/2"7'-3"

9'-0"

7'-3"

10"

0"

B1

3'-9" B2

7'-3"

B2

33'-0"

32'-0"

3'-9"

B1

41

2"

0"

7'-3"

7'-3" 0"

0"

7'-3" 0"

9'-0"

9'-0"

2'-7 1/2" B2

7'-3"

26

0"

B1

B1

106

0"

7'-3"

7'-3"

2'-7"

41

3'-9" B2

7'-3"

7'-3"

0"

8'-3" 2'-8"0" 8'-4"

86 B1

106

ST-002 3 COAT STUCCO SYSTEM

2'-0"

BLVD

B2

B1

29

DALE

B1

B1

29

T.O.PARAPET 512'-0"

GLEN

41 110

B1

41

7'-3"

26

47'-0"

B1

B1

29

2'-9"

47'-0"

8'-4"

3'-6" TYP.

41

2'-8"0"

2'-9"

9'-7"

110

110

MAX HEIGHT (45'+12'+11'=68') + 512'

? 37

ST-004 BLUE PAINT

Date

ALLEY

6

68' MAX. HEIGHT ALLOWED PER 2016 CBC SEC. 504.2 (TYPE VA, PART B)

5

4'-0"

4

11'-0"

3

11'-0"

2

7'-3"

1

MAX. HEIGHT + 528.08 (45'+11'=56')

Description

BASEMENT B2 432'-11 1/2"

EXTERIOR ELEVATIONS - NORTH & EAST

SHEET NO.

OVERALL BUILDING ELEVATION - NORTH 1 SCALE: 1/8" = 1'-0"

A2.10 CAD REF.


GENERAL NOTES:

11

10

9

8

7

6

3

2 1 6 AD6.1

2 A2.32 4 A2.32

7 AD6.1 44

ST-004 BLUE PAINT

ROOF

ST-001 STUCCO FLAT FINISH

2HR FIRE WALL TO PARAPET LEVEL

69

B 1

1 AD2.1

ROOF

B 1.1

BALCONY

41

BALCONY

106

A1a 406

41

B 1

6 AD7.6

TH3.2 504 A

T.O.PARAPET 512'-0" T.O. ROOF (T.O.SHT'G) 508'-0"

1 AD2.1

HALLWAY 453

B 1.3

5TH STORY 498'-0" 12 AD2.5

41

B 1.3

41

JULIET BALCONY

1 AD2.1

TH3.1 415

41

1 AD6.7

26

43'-0"

106

4TH STORY (T.O.SHT'G) 487'-0"

BALCONY

28

41

A1 206

8 AD2.1

41

41

1 AD2.1

B 1.3

BALCONY

B3 315 A

B2

41

23

13 AD2.5

2" SLAB DEPRESSION AT COURTYARD (CURB)

G 2.3

6" CONCRETE DROP CAP

6" CONCRETE DROP CAP

8 AD2.1

PARKING GARAGE B207

121

PARKING GARAGE B113

Sim

SEE SHEET A6.03 FOR FINISH MATERIAL SCHEDULE.

4.

PROVIDE GRAFFITI-RESISTANT FINISH (MONOCHEM PERMASHIELD BY MONOPOLE, INC. LARR # 25080T FROM SECOND FLOOR (AT DIFFERENT MATERIAL FINISH TRANSITIONS WHERE OCCURS) TO GROUND LEVEL.

5.

BUILDING ADDRESS NUMBERS SHALL BE PROVIDED.

6.

BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1023.9)

7.

ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OF SUCH A SIZE TO ACCOMMODATE A 24-INCH BY 84INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPEN POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES. SEE 3002.4A FOR EXCEPTIONS. 91.3002.4

8.

STANDBY POWER SHALL BE PROVIDED FOR ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS IN ACCORDANCE WITH SECTION 1007.4 (604.2.5)

1.

SHAFT ENCLOSURE WALLS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH CBC SECTION 707.

2.

SHAFT ENCLOSURE WALLS HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR OR MORE STORIES, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES (708.4).

3.

WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS AND THE FIRE-RESISTANCE-RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY.

OWNER:

ARAGON (Glendale) Properties Corp. 126 Lomita Street, El segundo, CA 90266

PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF CHUTE AT ALTERNATE FLOORS AND TERMINAL ROOM. (PER CBC SEE SEC. 903.2.11.2) PROVIDE FLUSHING/SANITIZING SYSTEM WITHIN THE CHUTE ABOVE EVERY OTHER HOPPER DOOR. REMOTE SWITCH MAY BE USED IN THE TRASH ROOM TO OPERATE FLUSHING VALVE, SEE SPECIFICATIONS.

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

3.

INSTALL TRASH CHUTE PER MANUFACTURER'S SPECIFICATIONS.

PHASE

4.

30" DIAMETER TRASH CHUTES PER SPECIFICATIONS, INSTALL PER MANUFACTURES WRITTEN INSTRUCTIONS; ACOUSTICALLY DAMPEN AND ISOLATE CHUTE FROM SHAFT.

5.

TRASH CHUTE ENCLOSURE WALLS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH CBC SECTION 707.

7.

TRASH CHUTE ENCLOSURE WALLS HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR OR MORE STORIES, AND NOT LESS THAN 1 HOUR WHERE CONNECTION LESS THAN FOUR STORIES (708.4).

8.

OPENINGS INTO THE TRASH CHUTE SHALL BE PROTECTED IN ACCORDANCE WITH CBC SECTION 715 AS REQUIRED FOR FIRE BARRIERS. 1-1/2 HOUR DOORS IN 2 HOUR FIRE BARRIERS,1 HOUR DOORS IN 1 HOUR FIRE BARRIERS) DOORS SHALL BE SELF- OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH CBC SECTION 715.4.8, EXCEPT THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED BETWEEN THE SHAFT AND TERMINATION ROOM.

9.

OPENINGS INTO CHUTES SHALL NOT BE LOCATED IN CORRIDORS. ACCESS OPENINGS FOR REFUSE CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY A FIRE BARRIER THAT HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.

116

H 2.3

121

4'-0"

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

2.

AD2.1

116

ARAGON GLENDALE APARTMENTS

1.

6.

H 2.3

7

3.

CLR.

41

GARAGE WALKWAY B110

Sim

8 AD2.1

CONCRETE DROP CAP 6"

12'-6"

C 1.1

PARKING GARAGE 110

116

12'-10"

8 AD2.1

116

CONCRETE DROP CAP 6"

12'-10"

LW 2.1c 106 121

116

2ND STORY 465'-0"

CLR.

5

H 2.3

G 2.3

8 AD2.1

B2

AD2.1

2" SLAB DEPRESSION AT COURTYARD (CURB)

AD2.1

8'-11"

STORAGE AND EQUIPEMENT 117

1.1

19'-7"

LW 2.2c M106

B 1.3

1

B3 (SIM) 215 A

PLANTER

82

sC

Sim

8

CLR.

PLANTER 106 10 AD2.1

B 1.3

CLR.

HALLWAY 221

B 1.3

DESIGN INTENT FOR BUILDING DESIGN & FINISH MATERIALS SHOWN FOR ADDITIONAL INFORMATION. DEVIATIONS FROM INTENT TO BE APPROVED BY PSL ARCHITECTS IN ADVANCED.

PROJECT:

TRASH CHUTE NOTES

11'-0"

106

B 1.1

BALCONY

CLR.

42" MIN.

(CBC 1013)

1 AD2.1

3RD STORY 476'-0"

8 AD2.1

41

B 1.3

A5 306

2.

11'-0"

106

12 AD2.5

ALL MATERIAL FINISH SAMPLES TO BE APPROVED IN ADVANCE BY ARCHITECT. PROVIDE LARGE CONTROL SAMPLES &/OR MOCK-UP.

SHAFT NOTES

11'-0"

3/6 AD2.1

43

4'-0"

7 AD6.2

10'-0"

3 A2.30

1.

109

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

PERMIT SET

10. OPENINGS INTO THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THEN 3/4 HOUR (708.13.3). 11. DOORS SHALL BE SELF- OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH CBC SECTION 715.4.8.3. 12. WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS AND THE FIRERESISTANCE-RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY.

STAMP:

13. 90 MIN. FIRE RATED INTAKE DOORS 15"X15" "B" LABEL DISABLED ACCESS COMPLIANT SELF CLOSING. 14. 3x12 WOOD BUMPERS AT TRASH ROOM INTERIOR WALL AND COLUMNS AT 36" A.F.F.

LEGEND:

SECTION B 2 SCALE: 1/8" = 1'-0"

CONCRETE WALL/FLOOR MASONRY WALL METAL FRAMING WALL/FLOOR(s) WOOD FRAMING WALL/FLOOR (CUT) WOOD FRAMING WALL/FLOOR (PROJECTION)

No.

Description

Date

1 HR RESISTIVE CONSTRUCTION 2 HR RESISTIVE CONSTRUCTION 3 HR RESISTIVE CONSTRUCTION

7 AD6.2

SCUPPER TYP. REFER TO PLUMBING FOR DRAIN LOCATION

45

3 3/6 AD2.1

69

14 AD2.5

69

3/6 AD2.1

ROOF

3/6 AD2.1

ROOF

ROOF

4'-1"

43

1 AD2.1

1 AD2.1

A6 307

D 1

A1d 308

D 1

1 AD2.1

A1 207

D 1

A1c 208

D 1

C4a 409

B 1.1

C4 309

B 1.1

C4a 209

B 1.1

11'-0"

D 1

4TH STORY (T.O.SHT'G) 487'-0" 36

A6 305

D 1

1 AD2.1

1 AD2.1

A5 306

D 1

MECHANICAL ROOM 116

LW 2.2a M104

sF

3

LOBBY B101

F 2

H 2.3

109

HALLWAY B202

G 2.3

GARAGE WALKWAY B110

PARKING GARAGE B207

CONCRETE DROP CAP

sD

1.1

sC

1.1

1.1

MECHANICAL ROOM 116

sD

1.1

10 AD2.1

GARAGE WALKWAY B110

sD

1.1

10 AD2.1

LW 2.2c M106

sD

1.1

3RD STORY 476'-0"

10 AD2.1

LW 2.2d M107

sD

1.1

LW 2.2e M108

LW 3.2 M109

10 AD2.1

sD

1.1

H 2.3

8 AD2.1

LW 1.2b B105 A

sD

1.1

8 AD2.1

LW 2.1c B106 A

sD

1.1

8 AD2.1

LW 2.1d 107

sD

1.1

LW 2.1e 108

8 AD2.1

sD

1.1

LW 3.1 109

H 2.3

KEY PLAN

1

SHORTERM BIKE PARKING

3

LANDSCAPE PLANTER, SEE LANDSCAPE FOR PLANTER HEIGHT

5

SECURITY FENCE AND GATE

A

44 SKYLIGHT, REFER TO WINDOW SCHEDULE 45 LOUVER, REFER TO WINDOW SCHEDULE 69 MECHANICAL UNIT ON CONCRETE PAD. REFER TO MECHANICAL FOR DETAILS 82 PLANTER WITH SHORT SIZE PLANTS. REFER TO LANDSCAPE FOR MORE DETAILS

A

106 HOODED EXHAUST VENT. REFER TO MECH

PARKING RAMP

7 AD2.1

Sim

G 2.3

STORAGE B208

MPOE ROOM B209

AARON ST

116 PARKING STALL N

PROJECT NO.

13013

BASEMENT B1 444'-1"

B2O9

B

109 FIRE EXTINGUISHER, REFER TO MECH

121 CONCRETE COLUMN. REFER TO STRUCTURAL

CONCRETE DROP CAP

B

36 WINDOW TRANSOM

43 ROOF GUARDRAIL

2ND STORY 465'-0"

H 2.3

121

KEY NOTES:

41 GUARDRAIL. 42” MIN HIGH. REFER TO MATERIAL SCHEDULE AND FINISH SCH.

11'-0"

8 AD2.1

8 AD2.1

1ST STORY 455'-0"

sC

1.1

LW 2.2b M105

9'-5 1/2" CLR.

109

LW 2.1a 104

9'-8" CLR

PARKING GARAGE B113

9'-6"

1.1

sD

A1 206

D 1

10'-0"

T

8 AD2.1

8 AD2.1

10'-11"

HALLWAY 113

D 1

11'-1 1/2"

STAIR #3 ST3.1

G 2.3

HALLWAY 221

TRASH ROOM 114

G 2.3

A1 205

8'-2"

HALLWAY 221

sD

G 2.3

A1e 408

9'-2" CLR

8 AD2.1

11'-0 1/2"

ELECTRICAL ROOM B118

D 1

BLVD

H 2.3

BIKE STORAGE 119

B 1.3

1 AD2.1

A1a 407

D 1

DALE

? ?

G 2.3

B 1.3

1 AD2.1

A1a 406

36

B 1.3

3 A5.03

1 AD2.1

D 1

11'-0"

B 2

B 1.3

C3 201 D

A4 220

C

C3a 301 D

A1a 405

WINDOW TYPE, SEE SHEET AS2

T.O.PARAPET 512'-0" T.O. ROOF (T.O.SHT'G) 508'-0"

GLEN

41

A 2

B 1.3

8'-7" CLR

A4a 320

10'-9 1/2" CLR

A3

10'-1"

1 AD2.1

41

HALLWAY 453

1 AD2.1

9'-9 1/2"

HALLWAY 453

B 1.3

9'-9 1/2"

C3 477

DOOR TYPE, SEE SHEET AS1

X

5TH STORY 498'-0"

36

A4 420

C

41

WALL TYPE, SEE SHEET AD1.1 & AD1.2

X

10'-0"

4'-0"

3/6 AD2.1

X

ALLEY

1 A2.30

PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

BASEMENT B2 432'-11 1/2"

BUILDING SECTIONSSECTION A & B

SHEET NO.

SECTION A 1 SCALE: 1/8" = 1'-0"

A3.10 CAD REF.


NOTES: A. ALL MATERIAL FINISH SAMPLES TO BE APPROVED IN ADVANCE BY ARCHITECT. PROVIDE LARGE CONTROL SAMPLES &/OR MOCK-UP. B. DESIGN INTENT FOR BUILDING DESIGN & FINISH MATERIALS SHOWN FOR ADDITIONAL INFORMATION. DEVIATIONS FROM INTENT TO BE APPROVED BY PSL ARCHITECTS IN ADVANCED.

PROJECT:

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

C. SEE SHEET A#.### FOR FINISH MATERIAL SCHEDULE. D. PROVIDE GRAFFITI-RESISTANT FINISH (MONOCHEM PERMASHIELD BY MONOPOLE, INC. LARR # 25080T FROM SECOND FLOOR (AT DIFFERENT MATERIAL FINISH TRANSITIONS WHERE OCCURS) TO GROUND LEVEL. E. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. IT SHALL BE ILLUMINATED AT NIGHT. FIRE CODE 505.1

OWNER:

F. PROVIDE ANTI-GRAFFITI FILM ON STOREFRONT GLAZING AT FIRST FLOOR. G. FIXED STEEL LADDER FOR FIRE DEPARTMENT ACESS ONLY TO ROOF. SIDE MEMBERS TO BE A MINIMUM OF 1/4” X 2” X 2” WITH RUNGS NO GREATER THAN 12” ON CENTER AND 7” STAND OFF BRACKETS AS REQUIRED. PROVIDE LOCKED 8’-0” SECURITY LADDER GUARD.

AVERAGE GRADE PLN (+ 60') + 519'-2"

PL-001 CEMENT PLASTER

PL-001 CEMENT PLASTER

WD-002 FIBER CEMENT SIDING

A4

27

10'-0"

9'-3 1/2"

31

WD-001 FIBER CEMENT SIDING

A4

28

106

H

H

31

H

SF 1

H

WD-001 FIBER CEMENT SIDING

I C-001 BOARD FORMED CONCRETE

3'-0"

AVERAGE GRADE PLN + 459'-2"

I

I

WD-002I FIBER CEMENT SIDING

WD-002 FIBER CEMENT SIDING

1ST STORY 455'-0"

I WD-002 FIBER CEMENT SIDING

WD-002 I FIBER CEMENT SIDING

WD-002 I FIBER CEMENT SIDING

10'-11"

SF 1

B

8"

0"2'-6"

I

WD-002 FIBER CEMENT SIDING

38

9'-6"

38

10'-0"

B

123

3RD STORY 476'-0"

2ND STORY 465'-0"

2'-5"

B

10'-3"

36

7'-3"

6'-0" 36

1/2"3'-0"

8'-5"

35

0"

35

ST-002

AKROFLEX - OMEGAFLEX 9257 ADRENALINE

ST-003

AKROFLEX - BLACK (@ BALCONIES)

ST-004

AKROFLEX - OMEGAFLEX 9214 BLUEBELL

WD-001

FIBERCEMENT SIDDING AT 5 STORY ENTRY TOWER

WD-002

FIBERCEMENT SIDDING @ TH (CLAPBOARD)

126 Lomita Street, El segundo, CA 90266

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

KEY NOTES: 1

SHORTERM BIKE PARKING

33

MAIN ENTRANCE SIGNAGE. REFER TO MATERIAL SCHEDULE

41

GUARDRAIL. 42” MIN HIGH. REFER TO MATERIAL SCHEDULE AND FINISH SCH.

45

LOUVER, REFER TO WINDOW SCHEDULE

80

ROOF SCUPPER & OVERFLOW - REFER TO PLUMBING SET FOR MORE DETAILS

106

HOODED EXHAUST VENT. REFER TO MECH

110

CONTROL JOINT IN STUCCO

123

FIRE DEPARTMENT CONNECTION

PERMIT SET

BASEMENT B1 444'-1" LOWEST GRADE PLN + 444'

CC-201 CONCRETE

OMEGA 20/30 FINE SAND FLOAT, THREE COAT STUCCO SYSTEM WITH ACRYLIC-BASED FINISH &OMEGA 20/30 FINE SAND FLOAT, THREE COAT STUCCO SYSTEM WITH ACRYLIC-BASED FINISH

ARAGON (Glendale) Properties Corp.

PHASE

1'-5"

1

33

1

1

ST-001 3 COAT STUCCO SYSTEM

106

106

H

1

A4

27

106

H

1

106

A2

27

106

H

1

106

A4

27

106

4TH STORY (T.O.SHT'G) 487'-0"

2'-3"

2'-0" A2

27

106

9'-0"

A4

27

2'-0"

A2

106

H 1

SF 1

8'-0"

27

106

5TH STORY 498'-0"

ST-001

11'-0"

A1

30

8'-9"

A4

8'-9"

C

28

7'-0"

A1

30

2'-0" 1'-9" A4

27

9'-0"

A4

106

WD-001 FIBER CEMENT SIDING

110

106

A4

28

9'-0"

A1

30

SF 1

2'-0"

2'-0"

106

7'-3"

A4

28

A2

27

8'-9"

A4

27

T.O. ROOF (T.O.SHT'G) 508'-0"

2'-3"

A2

27

9'-0"

A4

27

T.O.PARAPET 512'-0"

ST-001 3 COAT STUCCO SYSTEM

5'-9"

106

4'-5"

ST-004 BLUE PAINT 106

2'-0"

1'-4"

9'-3"

STAMP:

BUILDING ELEVATION - WEST 2 SCALE: 1/8" = 1'-0" No.

10

9

8

7

6

5

11

9

AD6.2

AD6.2

4

3

2

Description

Date

1

AVERAGE GRADE PLN (+ 60) + 519'-2" 1

4'-0" 10'-0" 11'-0"

1'-4" 9'-8"

11'-0"

9'-8"

61'-5 1/4"

1'-4"

1'-9"

3RD STORY 476'-0"

AVERAGE GRADE PLN + 459'-2"

AARON ST

2ND STORY 465'-0" 10'-0"

CC-201 CONCRETE

11'-0"

1'-4" 9'-8" 3'-8"

1'-9" 8'-2"

N

10'-11"

PLOT DATE

08/25/2017

SCALE

1/8" = 1'-0"

SHEET TITLE

BASEMENT B1 444'-1" 11'-1 1/2"

B1d 446'-7"

PROJECT NO.

13013

1ST STORY 455'-0"

14'-9"

1ST STORY PARKING ENTRY / EXIT

KEY PLAN

4TH STORY (T.O.SHT'G) 487'-0"

PROPERTY LINE

45

5TH STORY 498'-0"

ROLL UP DOOR SCREEN

9'-10 1/2"

B1 BASEMENT PARKING ENTRY / EXIT

F1

1'-10"

9'-0" 1'-2" 8'-10"

E1

S

1'-0 1/2"

E1

A3

PROPERTY LINE W/ DEDICATION

WD-001 FIBER CEMENT SIDING

25

SETBACK LINE

PROPERTY LINE W/ DEDICATION

PROPERTY LINE

C-001 BOARD FORMED CONCRETE

C

9'-0"

7'-3" 1'-2" 7'-1"

E1

1'-10"

11"

B118B

A4

2'-5"

10'-0"

10'-0"

7'-10"

1'-6"

1'-6"

B

7'-10"

7'-0"

SF 1

SF 1

27

1'-9"

7'-3" 1'-9"

3'-6"

33

LOWEST GRADE PLN + 444'

C

F1

1'-9"

2'-0"

2'-0"

2'-0"

2'-3" 8'-9"

A4

3'-0"

41

28

C

F

BLVD

A4

3'-11"

4'-5" A3

41 SF 1

7'-3"

2'-0"

6'-5" 2'-0"

2'-0"

106

A5

28

9'-3"

106 41

A3

A3

9'-3"

28

9'-0"

25

9'-0"

C

1'-9"

9'-0"

28

A4

7'-3"

2'-3" 8'-9"

A4

3'-6"

4'-5" 7'-3"

27

2'-0"1'-9"

C

ROOF LEVEL (DRAIN) BEHIND

T.O. ROOF (T.O.SHT'G) 508'-0"

DALE

SF 1

41 57'-7"

A4

9'-0"

28

DECK BEHIND

2'-0"

4'-5" 2'-0" 7'-3"

C

2'-0"1'-9"

8'-9"

5'-9"

2'-3" 3'-6"

A4

MAX HEIGHT (45'+11'=56') + 509.08'

ST-004 BLUE PAINT

AD6.2

SF 1

T.O.PARAPET 512'-0"

MAX HEIGHT (45'+12'+11'=68') + 512'

2HR FIRE WALL

9'-0"

ST-004 BLUE PAINT

10

ST-004 BLUE PAINT

ST-003 3 COAT STUCCO SYSTEM

ST-004 BLUE PAINT

2'-0"

+ 500' MAX HEIGHT (45'+11'=56')

ST-004 BLUE PAINT

GLEN

67'-11"

60'-0"

ST-004 BLUE PAINT

AD6.1

ALLEY

ST-004 BLUE PAINT

WD-001 FIBER CEMENT SIDING

68' MAX. HEIGHT ALLOWED PER 2016 CBC SEC. 504.2 (TYPE VA, PART A)

9'-8" 1'-4"

A2

27

1'-9" 9'-3"

9'-8" 1'-4" 9'-8"

A4

10'-0"

106

A4

27

28

1'-9"

G

E2

110 A4

1'-9"

38'-7"

G

PL-001 CEMENT PLASTER

3 A2.30

106

106

106

9'-3"

G

55'-5 1/2"

60'-0"

ST-001 3 COAT STUCCO SYSTEM

16'-10 1/2"

68' MAX. HEIGHT ALLOWED PER 2013 CBC SEC. 504.2 (TYPE VA, PART B)

80

4'-0"

WD-002 FIBER CEMENT SIDING

ST-004 BLUE PAINT

11'-0"

ST-001 3 COAT STUCCO SYSTEM

ST-004 BLUE PAINT

LEGEND:

MAX HEIGHT (45'+12'+11'=68') + 512'

67'-11"

ST-004 BLUE PAINT

ST-004 BLUE PAINT

ST-004 BLUE PAINT

11'-0"

ST-004 BLUE PAINT

ST-004 BLUE PAINT

ST-004 BLUE PAINT

10'-0"

ST-003 3 COAT STUCCO SYSTEM PL-001 CEMENT PLASTER ST-004 BLUE PAINT

ST-003 3 COAT STUCCO SYSTEM

EXTERIOR ELEVATIONS - SOUTH & WEST

BASEMENT B2 432'-11 1/2"

SHEET NO.

BUILDING ELEVATION - SOUTH 1 SCALE: 1/8" = 1'-0"

A2.11 CAD REF.


GENERAL NOTES: 10

9 D 2

8'-8 1/2" 3'-8"

36" HANDRAIL, TYP

6'-6"

10 TREADS @ 11"

1'-2"

10

9

3'-11 1/2"

8'-8 1/2"

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

D 2

8'-7 3/4"

5'-6"

1'-0"

LANDING

6 TREADS @ 11"

MIN

H 2.3

36" HANDRAIL AND 42" GUARDRAIL, TYP

G 2.3

UP

3'-8"

STAND PIPE CLASS II (DRY-WET COMBINATION) D 2

SEE SHEET A6.03 FOR FINISH MATERIAL SCHEDULE.

4.

PROVIDE GRAFFITI-RESISTANT FINISH (MONOCHEM PERMASHIELD BY MONOPOLE, INC. LARR # 25080T FROM SECOND FLOOR (AT DIFFERENT MATERIAL FINISH TRANSITIONS WHERE OCCURS) TO GROUND LEVEL.

5.

BUILDING ADDRESS NUMBERS SHALL BE PROVIDED.

6.

BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1023.9)

7.

ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OF SUCH A SIZE TO ACCOMMODATE A 24-INCH BY 84INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPEN POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES. SEE 3002.4A FOR EXCEPTIONS. 91.3002.4

8.

STANDBY POWER SHALL BE PROVIDED FOR ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS IN ACCORDANCE WITH SECTION 1007.4 (604.2.5)

8

3'-8"

8'-3"

1'-11"

LANDING

9 TREADS @ 11"

MIN

1.

SHAFT ENCLOSURE WALLS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH CBC SECTION 707.

2.

SHAFT ENCLOSURE WALLS HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR OR MORE STORIES, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES (708.4).

3.

WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS AND THE FIRE-RESISTANCE-RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY.

A5.02

6'-7"

ENLARGED STAIR #2 - 5TH STORY 7 SCALE: 1/4" = 1'-0"

9

3.

9 8'-8 1/2"

PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF CHUTE AT ALTERNATE FLOORS AND TERMINAL ROOM. (PER CBC SEE SEC. 903.2.11.2)

2.

PROVIDE FLUSHING/SANITIZING SYSTEM WITHIN THE CHUTE ABOVE EVERY OTHER HOPPER DOOR. REMOTE SWITCH MAY BE USED IN THE TRASH ROOM TO OPERATE FLUSHING VALVE, SEE SPECIFICATIONS.

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

3.

INSTALL TRASH CHUTE PER MANUFACTURER'S SPECIFICATIONS.

PHASE

4.

30" DIAMETER TRASH CHUTES PER SPECIFICATIONS, INSTALL PER MANUFACTURES WRITTEN INSTRUCTIONS; ACOUSTICALLY DAMPEN AND ISOLATE CHUTE FROM SHAFT.

5.

TRASH CHUTE ENCLOSURE WALLS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH CBC SECTION 707.

6.

5'-11" 1'-0"

LANDING

8 TREADS @ 11"

MIN

ENLARGED STAIR #2 - 1ST STORY 3 SCALE: 1/4" = 1'-0"

DN ST24

3'-8"

D 1

LANDING

D 2

4'-4"

36" HANDRAIL AND 42" GUARDRAIL, TYP UP

5TH STORY 498'-0"

8

D 2

A5.02

3'-8"

8'-3"

1'-11"

LANDING

9 TREADS @ 11"

MIN

16'-9 1/2"

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

4TH STORY (T.O.SHT'G) 487'-0"

INTERMEDIATE LANDING

H 2.1

1.9% DN

5'-9 1/2" 5'-2 1/2"

14. 3x12 WOOD BUMPERS AT TRASH ROOM INTERIOR WALL AND COLUMNS AT 36" A.F.F.

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

LEGEND:

FIRE EXTINGUISHER

F 2

CONCRETE WALL/FLOOR 8

MASONRY WALL

A5.02

11'-0"

UP

11'-0"

8'-8 1/2"

"x 60

" 54 H 2.1

H 2.1

10'-1"

1'-11"

11 TREADS @ 11"

MIN

BARRIER GATE

7"

H 2.3

7'-4"

1'-0"

8 TREADS @ 11"

MIN

WOOD FRAMING WALL/FLOOR (PROJECTION)

GATE

1 HR RESISTIVE CONSTRUCTION

36" HANDRAIL AND 42" GUARDRAIL , TYP

2 HR RESISTIVE CONSTRUCTION

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

Description

Date

X

WALL TYPE, SEE SHEET AD1.1 & AD1.2

X

DOOR TYPE, SEE SHEET AS1

X

WINDOW TYPE, SEE SHEET AS2

3'-8"

LANDING

6" 3'-8"

LANDING

8

3'-8"

8'-3"

LANDING

9 TREADS @ 11"

1ST STORY 455'-0"

D 2

ENLARGED STAIR #2 - B1 LEVEL 2 SCALE: 1/4" = 1'-0"

A5.02

2"

10'-0"

STAND PIPE CLASS II (DRY-WET COMBINATION)

1'-11"

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

MIN

D 2

KEY NOTES: KEY PLAN

ENLARGED STAIR #2 - 3RD STORY 5 SCALE: 1/4" = 1'-0"

B1d 446'-7"

10

9 F 3

3'-7"

BASEMENT B1 444'-1"

8'-8 1/2"

G 2.3

7'-4"

FIRE EXTINGUISHER

AARON ST

LANDING

8 TREADS @ 11"

MIN

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

3'-8"

DN ST22

UP

D 2

2"

D 2

3'-8"

8"

36" HANDRAIL AND 42" GUARDRAIL, TYP

UP

CLEAR 54"x60"

N

8

17'-5"

1'-11"

19 TREADS @ 11"

MIN

8'-3"

1'-11"

LANDING

9 TREADS @ 11"

MIN

D 2

STAND PIPE CLASS II (DRY-WET COMBINATION)

A5.02

ENLARGED STAIR #2 - 2ND STORY 4 SCALE: 1/4" = 1'-0"

08/25/2017 As indicated

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

STAND PIPE CLASS II (DRY-WET COMBINATION)

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

ENLARGED STAIR #2 - SECTION 8 SCALE: 1/4" = 1'-0"

13013 PLOT DATE

SHEET TITLE G 2.3

H 2.3

36" HANDRAIL, TYP 3'-8"

PROJECT NO.

8 A5.02

SCALE

8'-5 1/2"

BASEMENT B2 432'-11 1/2"

LANDING

3'-8"

1'-0"

G 2.3

G 2.3

D 2

7"

7'-4"

2'-9"

8'-8 1/2"

3'-8"

3'-0"

1'-10 1/2"

36" HANDRAIL, TYP

9

2'-9"

10

LANDING

A7.11

LANDING

4'-9" 5'-3"

7 RISERS @ 6.90" 10 RISERS @ 6.32" 9 RISERS @ 6.32"

4'-0 1/2" 6'-10 1/2" 3'-11"

H 2.3

42" MIN (CBC 1013)

11'-1 1/2"

MIN. CLEAR TYP.

8 AD2.1

UP

8'-5"

INTERMEDIATE LANDING

12 RISERS @ 6.90"

8 AD2.1

36" HANDRAIL AND 42" GUARDRAIL, TYP

8'-5 1/2"

2"

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

No.

3 HR RESISTIVE CONSTRUCTION

36" HANDRAIL, TYP

5'-11"

3'-8" LANDING

WOOD FRAMING WALL/FLOOR (CUT)

STAND PIPE CLASS II (DRY-WET COMBINATION)

BLVD

3'-6"

STAMP:

13. 90 MIN. FIRE RATED INTAKE DOORS 15"X15" "B" LABEL DISABLED ACCESS COMPLIANT SELF CLOSING.

DALE

TYP.

OPENINGS INTO CHUTES SHALL NOT BE LOCATED IN CORRIDORS. ACCESS OPENINGS FOR REFUSE CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY A FIRE BARRIER THAT HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.

GLEN

7'-0 1/2"

8" "x4 48

D 2

D 2

2'-6"

G 2.3

2ND STORY 465'-0"

11'-1 1/2"

INTERMEDIATE LANDING

H 2.3

15 AD2.1

1'-10 1/2"

36" HANDRAIL, TYP

9

ST23

F 2

RECTANGULAR CONCRETE COLUMN REFER TO STR.

10

5/8" TYPE 'X' GYP. BOARD

WOOD FRAMED STAIRS

RECTANGULAR CONCRETE COLUMN REFER TO STR.

R EA CL

R EA CL

DN

CONCRETE

CONCRETE FILLED STAIRS

D 2

INTERMEDIATE LANDING

9.

PERMIT SET

METAL FRAMING WALL/FLOOR(s)

3RD STORY 476'-0"

9 RISERS @ 6.95"

1 AD2.1

20 RISERS @ 6.68"

D 2

10 RISERS @ 6.95"

ENLARGED STAIR #2 - 4TH STORY 6 SCALE: 1/4" = 1'-0" INTERMEDIATE LANDING

OPENINGS INTO THE TRASH CHUTE SHALL BE PROTECTED IN ACCORDANCE WITH CBC SECTION 715 AS REQUIRED FOR FIRE BARRIERS. 1-1/2 HOUR DOORS IN 2 HOUR FIRE BARRIERS,1 HOUR DOORS IN 1 HOUR FIRE BARRIERS) DOORS SHALL BE SELF- OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH CBC SECTION 715.4.8, EXCEPT THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED BETWEEN THE SHAFT AND TERMINATION ROOM.

12. WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS AND THE FIRERESISTANCE-RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY.

H 2.3

STAND PIPE CLASS II (DRY-WET COMBINATION)

D 2

TRASH CHUTE ENCLOSURE WALLS HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR OR MORE STORIES, AND NOT LESS THAN 1 HOUR WHERE CONNECTION LESS THAN FOUR STORIES (708.4).

8.

11. DOORS SHALL BE SELF- OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH CBC SECTION 715.4.8.3.

9

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

11'-0"

3'-6"

TYP.

1 AD2.1

D 2

10

12

D 2

7.

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

10. OPENINGS INTO THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THEN 3/4 HOUR (708.13.3).

3'-8"

1 AD2.1

8'-5 1/2"

2"

7'-4"

126 Lomita Street, El segundo, CA 90266

1.

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

D 2

7"

3'-8"

ARAGON (Glendale) Properties Corp.

36" HANDRAIL, TYP

CLEAR 54"x60"

1'-10 1/2"

36" HANDRAIL, TYP

OWNER:

TRASH CHUTE NOTES

LANDING

10 T.O. ROOF (T.O.SHT'G) 508'-0"

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

STAND PIPE CLASS II (DRY-WET COMBINATION)

3/6

T.O.PARAPET 512'-0"

ARAGON GLENDALE APARTMENTS

ALLEY

10

6'-7"

DESIGN INTENT FOR BUILDING DESIGN & FINISH MATERIALS SHOWN FOR ADDITIONAL INFORMATION. DEVIATIONS FROM INTENT TO BE APPROVED BY PSL ARCHITECTS IN ADVANCED.

PROJECT:

SHAFT NOTES

8'-2"

ST21

3'-8" 10"

8'-2"

DN

LANDING

8 A5.02

D 2

3'-8"

2.

STAIR SIGNAGE AT 5'-0" O.C. A.F.F.

AREA OF REFUGEE

27" HIGH CANE PROTECTION (2013 CBC 11B-307.4)

ALL MATERIAL FINISH SAMPLES TO BE APPROVED IN ADVANCE BY ARCHITECT. PROVIDE LARGE CONTROL SAMPLES &/OR MOCK-UP.

1'-6"

ST25A

DN

LANDING

8'-2"

36" HANDRAIL AND 42" GUARDRAIL, TYP

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1)

1.

STAIR #2 ENLARGED PLANS & SECTIONS

PROVIDE WARNING STRIP AT THE UPPER APPROACH AND LOWER TREAD PROVIDE CLEAR VISUAL CONTRAST EXTENDING FULL WIDTH OF TREAD TYP. (2013 CBC 11B-504.4.1) 36" HANDRAIL AND 42" GUARDRAIL, TYP SHEET NO.

ENLARGED STAIR #2 - B2 LEVEL 1 SCALE: 1/4" = 1'-0"

A5.02 CAD REF.


11

21

10 11

12

5

1'-11" 1'-6"

2

6'-0"

10 24 11

12

23 18

4" 1'-7"

21

24

A7.12

12

23

3

4

2

12

K3-F ENL. @ TH2.1,TH4.1 6 SCALE: NTS

K3-F ELEVATION a 12 SCALE: 1/4" = 1'-0"

10'-2"

2

3'-0"

2'-0"

2'-9"

1'-6"

11 10

11 10

12

23

2'-0" 1'-0"

10 11

2'-0"

3'-0"

1

2'-0"

1'-11"

1'-11"

8

24

P. PER 2013 11B-804.6.2, ALL APPLIANCE CONTROLS SHALL COMPLY WITH SECTION 11B-308. OPERABLE PARTS SECTION 11B-309.4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND A FORCE GREATER THAN 5 POUNDS TO OPERATE) EXCEPT APPLIANCE DOORS AND DOOR LATCHING DEVICES.

3

4

R. SEE PLUMBING DRAWINGS FOR FIXTURES AND FLOW RATES. S. SEE EQUIPMENT SCHEDULE, 9/A4.30.

5

KEY NOTES:

8'-5"

1

REFRIGERATOR. 50% OF FREEZER SPACE TO BE LOCATED WITHIN 54" OF THE FLOOR - REFER TO MATERIALS AND FINISHES SCHEDULE

2

DISHWASHER. REFER TO MATERIALS AND FINISHES SCHEDULE

3

OVEN. CONTROLS ON THE FRONT FACE. PROVIDE BASE CABINET. REFER TO MATERIALS AND FINISHES SCHEDULE

4

RANGE. CONTROLS ON THE SIDE REFER TO MATERIALS AND FINISHES SCHEDULE

5

RANGE HOOD. VENTED TO EXTERIOR. REFER TO MATERIALS AND FINISHES SCHEDULE

6

SINGLE COMPARTMENT KITCHEN SINK W/ DISPOSAL 30". PROVIDE OFF-SET DRAIN - REFER TO PLUMBING SCHEDULE

7

DOUBLE COMPARTMENT KITCHEN SINK W/ DISPOSAL 33". PROVIDE OFF-SET DRAIN - REFER TO PLUMBING SCHEDULE

8

STONE COUNTERTOP.

9

UPPER CABINET. DOOR PULLS OR HANDLES SHALL BE MOUNTED AS PER DRAWINGS.

10

BASE CABINET. DOOR PULLS OR HANDLES SHALL BE MOUNTED AS PER DRAWINGS.

11

ADJUSTABLE SHELVES W/ MELAMINE FINISH SHOWN DASHED. PROVIDE ONE REPLACEMENT SHELF FOR EACH SHELF PROVIDED.

12

4" TOE KICK.

13

CABINET FILLER.

14

SINK COUNTER AND BASE CABINET. 1. A MINIMUM LINEAR LENGTH OF 30 INCHES OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK INSTALLATION. 2. SINK SURFACES SHALL BE PROVIDED WITH KNEE AND TOE SPACE. 3. THE KNEE AND TOE SPACE SHALL BE CLEAR AND UNOBSTRUCTED. 4. THE KNEE SPACE AND TOE SPACE SHALL BE 30 INCHES WIDE MIN., CENTERED ON THE SINK. 5. A CLEAR FLOOR SPACE SHALL NOT EXTEND INTO THE KNEE AND SPACE MORE THAN 19 INCHES. 6. BASE CABINETS (INCLUDING TOEBOARD AND SHELVING) DIRECTLY UNDER THE KITCHEN SINKS SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE CLEARANCE KNEE AND TOE SPACE. 7.THE FINISH FLOOR BENEATH THE KITCHEN SINK SURFACES SHALL BE EXTENDED TO THE WALL. 8. NO MORE THAN ONE BOWL OF A MUL Tl-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE. 9. WATER SUPPLY AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINKS. 10. GARBAGE DISPOSAL INSTALLATION TO ALLOW KNEE AND TOE CLEAR SPACE.

15

WORK COUNTER AND BASE CABINET. 1. A MINIMUM LINEAR LENGTH OF 30 INCHES OF COUNTERTOP SHALL BE PROVIDED FOR THE WORK SURFACE INSTALLATION. 2. WORK SURFACES SHALL BE PROVIDED WITH KNEE AND TOE SPACE. 3. THE KNEE AND TOE SPACE SHALL BE CLEAR AND UNOBSTRUCTED. 4. THE KNEE SPACE AND TOE SPACE SHALL BE 30 INCHES WIDE MIN., CENTERED ON THE COUNTERTOP. 5. A CLEAR FLOOR SPACE SHALL NOT EXTEND INTO THE KNEE AND SPACE MORE THAN 19 INCHES. 6. BASE CABINETS (INCLUDING TOEBOARD AND SHELVING) DIRECTLY UNDER WORK SURFACES SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE CLEARANCE KNEE AND TOE SPACE. 7.THE FINISH FLOOR BENEATH WORK SURFACES SHALL BE EXTENDED TO THE WALL. 8. NO MORE THAN ONE BOWL OF A MULTl-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE. 9. WATER SUPPLY AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINKS.

16

INSTALL ELECTRICAL RECEPTACLES AND SWITCHES AT 44" MAX TO TOP OF PLATE ABOVE KITCHEN COUNTERTOP (WHEN THE REACH DEPTH EXCEEDS 20 INCHES, BUT IS NOT MORE THAN 25 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX.

A7.12

17

RANGE HOOD SWITCH TO BE MOUNTED AT 46" HIGH FOR SIDE APPROACH.

8

18

SOFFIT WHERE OCCURS. REFER TO REFLECTED CEILING PLANS.

19

PROVIDE FINISHED END PANEL TO MATCH CABINET FACE.

20

18" BACKSPLASH. REFER TO MATERIALS AND FINISHES SCHEDULE

21

KITCHEN FAUCET. REFER TO PLUMBING SCHEDULE

22

48" HIGH BAR COUNTER.

23

PANTRY.

24

PULL-OUT CUTTING BOARD.

2'-6"

1'-6"1" 2'-0" 4'-10"

11 10

3

4

2

7

11 10

2

3'-0"

2'-0"

16

8'-0"

5'-0"

A7.12

22

10

1'-5" 1'-6"

3'-0"

7'-11"

12

3'-0"

10 11 23

1'-6" 1'-5"

K3-D ELEVATION b 16 SCALE: 1/4" = 1'-0"

5 4 3 24 10 11

2'-0"

7'-11"

1

1

K3-D ELEVATION c 22 SCALE: 1/4" = 1'-0"

1'-5"

9'-8"

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

12

8'-5"

12

7

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

2'-0"

4'-11"

4"

4"

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

2'-0"

18 3'-0"

1'-8"

1'-5"

4"

3'-0"

8

7'-0"

3'-6"

4" 2'-0"

9

1'-0"

1'-0" 2'-6" 1'-6" 2'-8"

6" 3'-6"

2'-8" 4"

1'-0" 3'-6" 8'-0"

2'-6" 2'-8"

3'-0"

1'-6"

1'-10"

1'-0" 2'-6" 6"1'-0" 2'-8"

8'-0" 3'-6"

11

1'-0"1'-0" 1'-5" 1'-6"

2'-0" 1'-0"

18

2'-6"

22

1'-6"

8

4'-11"

2'-8"

21

20

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

8'-0"

8 7'-7"

3'-0"

18 2'-6"

1'-0"

5

1'-6"

8'-0"

9

7'-0"

11

24

5'-2"

21

23

8

K3-D ELEVATION a 10 SCALE: 1/4" = 1'-0"

K3-D ENL. @ B6 4 SCALE: 1/4" = 1'-0" 10'-4"

24 20

2'-0"

10 11

12

11 10

2

3

4

1'-6"

2'-1"

5 10 11

2'-1"

7 2 21

R 2'-6" 15

A7.12 9

2'-0"

5'-10"

1'-6"

3'-3"

10'-7"

12 1

K3-C ELEVATION c 21 SCALE: 1/4" = 1'-0"

2'-0"

3'-0" 2'-6" 2'-8"

4"

7

3'-0"

2'-9"

4"

2'-0"

8'-6"

4

1'-6"

8'-0"

7'-0"

5'-8"

2'-8" 4"

6'-5"

23

12

K3-C ELEVATION b 15 SCALE: 1/4" = 1'-0"

8

10 11

23

K3-C ELEVATION a 9 SCALE: 1/4" = 1'-0"

1

K3-C ENL. @ B5 3 SCALE: 1/4" = 1'-0" 9'-0"

24

5

20 3'-0"

3'-0"

7 2

R

10'-4"

4'-10"

9'-4"

3'-6"

20

4"

1'-0"

2'-6"

2'-0"

5'-6"

2'-0"

14

1'-6"

1'-10"

8'-0"

7'-0"

2'-0"

2'-6"

3'-0"

2'-8"

2'-0"

6'-0"

3'-0" 2'-0"

2'-0" 1'-0"

2'-0"

1'-0"

2'-6"

2'-0"

8

3'-0"

2'-0" 1'-0"

9

1'-0"1'-0"

1'-0"

11

3'-0"

6"

6" 3'-6"

2'-8" 4"

8'-0"

6" 3'-6"

3'-0" 5'-4 1/4"

8'-0"

4'-6"

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

5'-6"

13'-0"

18 1'-6"

2'6"

21

21

8'-0"

8

3'-0"

22 8

3'-0"

9'-0"

9'-4"

10 11

4'-3"

7

12

1'-6"

1'-6" 1'-6"

2'-6"

1'-6" 1'-6" 2" 4'-3"

23

K3-B ELEVATION c 20 SCALE: 1/4" = 1'-0"

3'-0"

2

12 1

11 10

K3-B ELEVATION b 14 SCALE: 1/4" = 1'-0"

3

4

23

12

1

8

24

3

4

5

10 11

13'-0"

K3-B ELEVATION a 8 SCALE: 1/4" = 1'-0"

K3-B ENL. @ B2 2 SCALE: NTS

PERMIT SET

STAMP:

No.

Description

Date

KEY PLAN

N

PROJECT NO.

13013 7'-6"

PLOT DATE

21

1'-11"

5'-11"

7

11 10

4'-1"

2

1'-6"

6'-0"

1'-6"

KITCHEN TYPES COUNT:

7

2'-8"

24

19 A7.12

6" R 2'-

5

7

4 3

13

10

4"

11

3'-0"

1'-6"

3'-0"

1'-7" 4" 1"

12

6'-1"

1" 4" 1'-7"

10'-1"

9'-6"

11 10

23

1

11 10

3

4

12 1

K3-A ELEVATION c 19 SCALE: 1/4" = 1'-0"

SCALE

20

2'-8"

3'-0"

2'-6"

8

4"

2'-0"

7'-10"

12

1'-6"

18

2'-6"

2'-6"

3'-6"

4" 1'-7"

8'-0"

4'-6" 8'-0"

6" 2'-8" 2'-0"

2

5

10'-8"

3'-0"

9

1'-0"

1'-6"

11

1'-0"1'-0"

3'-0"

18

8'-0"

8

3'-6"

20

1'-0"

1'-0"

9

24

3'-0"

11

18

8'-0"

22

1'-0"

8

7'-0"

21

4"

3'-6"

3'-0"

1'-7" 4"

24 3

3'-5"

1'-8"

1'-0"

1'-0"

4'-1"

2'-0" 1'-0"

11

6"

1'-0"

1'-6"

9

1'-0"1'-0"

4'-6"

3'-0"

20

10'-9"

8

5'-1"

10'-7"

18

1'-10"

8

1'-8"

18

2'-0"

5

2'-8"

9

21

8"

11

21

3'-6"

8

8'-0"

22

3'-0"

18

PHASE

T. KITCHEN LAYOUTS MAY BE MIRROR IMAGE ON 1/4" SCALE ENLARGED KITCHEN PLANS.

K3-E ENL. @ B7,B7a 5 SCALE: 1/4" = 1'-0"

9'-8"

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

Q. ELECTRICAL OUTLETS ON WALLS OVER CABINETS SHALL BE A MIN 36" FROM A CORNER (FAIR HOUSING 5.8).

4'-3"

11'-4"

K3-E ELEVATION a 11 SCALE: 1/4" = 1'-0"

126 Lomita Street, El segundo, CA 90266

PROVIDE FINISHED PANELS AT ALL EXPOSED CABINET SURFACES.

K. REFER TO SHEET GO.34 FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS.

1'-6" 1'-6"

12

11'-4"

K3-E ELEVATION b 17 SCALE: 1/4" = 1'-0"

2'-6"

J.

O. DOOR / DRAWER PULLS WITH OPERABLE PARTS TO COMPLY WITH 2013 CBC 11B-309.

A7.12 11

4'-3"

4

ARAGON (Glendale) Properties Corp.

I. ALL NON-DIMENSIONED LIGHTS & FIXTURES ARE TO BE CENTERED EQUALLY IN THE FINISH SPACE.

N. ELECTRICAL RECEPTACLES AND SWITCHES: WHEN THE REACH DEPTH EXCEEDS 20 INCHES OVER AN OBSTRUCTION, BUT IS NOT MORE THAN 25 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX (2013 CBC 1138A.3 FORWARD APPROACH - OBSTRUCTED HIGH REACH)

23

-6"

17

OWNER:

M. AT UNITS WITH MOBILITY FEATURES: PROVIDE REFRIGERATOR TO COMPLY WITH 50% FREEZER SPACE LOCATED WITHIN 54" MAX. A.F.F TO COMPLY WITH 2013 CBC 11B-804.6.6.

2'-0"

5'-0"

1'-6"

R 2'

2'-9"

1'-0" 2'-6"

3

2'-0"

3'-6"

2'-6" 2'-8" 1'-11"

11 10

12

K3-E ELEVATION c 23 SCALE: 1/4" = 1'-0"

23

4" 1'-11"

3'-0"

9'-3"

7

F. ALL UNITS, BATHROOM, AND KITCHENS TO CONFORM TO CBC CHAPTER 11B ACCESSIBILITY REQUIREMENTS.

L. PROVIDE FULL EXTENSION DRAWER GLIDES AT ALL BOTTOM CABINET SHELVES AND DRAWERS TO COMPLY WITH 2013 CBC 11B-308, 11B-804.5,11B-811.3.

24

3'-0"

1

8'-0"

1'-10"

3'-6" 8'-0"

4"

2'-0" 2'-0"

2

21 9'-0"

2'-0"

3'-0"

1'-6" 3'-0"

6'-0"

1'-6"

8'-0"

2'-6"

3'-6" 2'-0"

10'-2"

7

20

18

1'-0"

2'-0"

4"

4'-0"

2'-8"

3'-0"

3'-6"

4"

2'-8"

6"

7'-0"

9'-0"

5 2'-6"

1'-6"

3'-0"

8

1'-11"

1'-0"

1'-6"

1'-0"1'-0"

2'-9"

9

1'-0"1'-0" 1'-11"

1'-0"

1'-0"

18

8

2'-6"

20

1'-0"1'-0"

8'-0"

8'-0"

9

2'-8"

11

3'-0"

11

22

8'-0"

8

7'-0"

21

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

E. ALL NON-DIMENSIONED DOORS SHALL BE OFFSET FROM THE HINGE SIDE WALL 4" AT WOOD FRAMING OR TO NEAREST FULL CMU BLOCK AT LOWER LEVELS UNLESS OTHERWISE NOTED.

H. PER LAGBC: FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. (LAGBC 4.506.1).

1

K3-F ELEVATION b 18 SCALE: 1/4" = 1'-0"

ARAGON GLENDALE APARTMENTS

DO NOT SCALE FROM DRAWINGS.

G. THE WALL COVERING SHALL BE TILE OR APPROVED EQUAL, 70" ABOVE DRAIN AT THE SHOWER. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. SWING THE DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE.

7

1 11 10

K3-F ELEVATION c 24 SCALE: 1/4" = 1'-0"

6" 2'-

R

9'-9"

3'-0"

PROJECT:

D. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO CONSTRUCTION.

1'-6"

2'-6"

C.

10'-4"

11 10

GENERAL NOTES:

8 24

B. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

4" 1'-11"

3

4

A. SEE MECHANICAL, PLUMBING, ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.

2'-8"

6'-0"

1'-7" 4" 2'-0"

7

18

1'-0"

8'-0"

2'-6"

3'-6" 2'-0"

20

2'-6"

2'-8"

3'-0"

6'-4" 10'-4"

5

2'-6"

3'-0"

4"

1'-7" 4" 1"

8

1'-9"

1'-0"1'-0"

1'-6"

2'-0"

1'-0"

3'-10"

9

9'-9"

18

1'-6"

8'-0"

6" 4"

2'-8"

8'-0"

4'-6"

1'-0"1'-0"

8

1'-0"

20

3'-6"

9

8'-0"

11

3'-0"

8

7'-0"

22

18

K3-A ELEVATION b 13 SCALE: 1/4" = 1'-0"

K3-A ELEVATION a 7 SCALE: 1/4" = 1'-0"

23

8

K3-A ENL. @ B1 1 SCALE: NTS

"L" SHAPED "L" SHAPED K2-B "L" SHAPED K2-C "L" SHAPED K2-D "L" SHAPED K2-E "L" SHAPED K2-F "L" SHAPED K2-G "L" SHAPED: 17 "U" SHAPED "U" SHAPED K3-A "U" SHAPED K3-B "U" SHAPED K3-C "U" SHAPED K3-D "U" SHAPED K3-F "U" SHAPED: 16 LINEAR LINEAR K1-A LINEAR K1-B LINEAR K1-C LINEAR K1-D LINEAR K1-F LINEAR: 36

6 3 3 1 3 1

08/25/2017 As indicated

SHEET TITLE

TYPICAL KITCHENS U SHAPE

3 3 3 3 4 SHEET NO.

20 10 1 3 2

A7.12 CAD REF.


COMMON DOORS SCHEDULE NO.

COMMON AREA DOORS W

W

W

H

W

H

H

H

H

W

H

W

10"

10" SMOOTH SURFACE ON PUSH SIDE, TYP. TYPE "A"

TYPE "B"

TYPE "C"

TYPE "D" DOOR

STAIR DOOR

SINGLE DOOR

STOREFRONT

LOBBY

TYPE "E" EGRESS DOOR

TYPE "G"

FINISHED FLOOR

COMMUNITY ROOM

W W

W

W

W

H 3'-0"

H

H

H

H

H

10" SMOOTH SURFACE ON PUSH SIDE, TYP.

10"

TEMP.

TYPE "R"

TYPE "K"

TYPE "N"

TYPE "R"

FAN ROOM

IDF

COMMUNITY ROOM

CHUTE DOOR LATCH @TRASH ROOM

TYPE S

TYPE T

ROLL-UP DOOR GARAGE ENTRY

ROLL-UP DOOR TRASH ROOM

1.

EXTERIOR GLAZING SHALL BE MULTI-PANE UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR MINIMUM 20-MIN. RATED OR COMPLIES WITH SFM 12-7A-2 (708A.1;R327.8.2.1)

2.

EXTERIOR DOORS SHALL MEET ONE OF THE FOLLOWING: A. NONCOMBUSTIBLE MATERIAL OR B. IGNITION-RESISTANT MATERIAL OR C. SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1-3/8-IN. THICK WITH INTERIOR PANEL THICKNESS NOT LESS THAN 1-1/4-IN. THICK. OR D. MINIMUM 20-MIN. RATED OR E. COMPLIES WITH SFM 12-7A-1 (708A;R327.8)

3.

FINISHED FLOOR

SEVERE NOISE LEVELS (RESIDENTIAL FRONTING ON MAJOR OR SECONDARY HIGHWAY, OR ADJACENT TO A FREEWAY). ALL EXTERIOR WINDOWS HAVING A LINE OF SIGHT OF A MAJOR OR SECONDARY HIGHWAY SHALL BE CONSTRUCTED WITH DOUBLE-PANE GLASS AND USE EXTERIOR WALL CONSTRUCTION WHICH PROVIDES A SOUND TRANSMISSION CLASS (STC) VALUE OF 50, AS DETERMINED IN ACCORDANCE WITH ASTM E90 AND ASTM E413, OR ANY AMENDMENT THERETO.

UNIT DOORS

TYPE "A"

TYPE "F"

TYPE "I"

TYPE "J"

TYPE "K"

TYPE "L"

TYPE "M"

LW ENTRY DOOR

UNIT ENTRY DOOR

INTERIOR DOOR

DOUBLE CLOSET DOOR

SINGLE CLOSET DOOR

TRIPLE SLIDING CLOSET DOOR

SLIDING CLOSET DOOR

W EQ

W EQ

TEMP.

3'-2"

VARIES

10" SMOOTH SURFACE ON PUSH SIDE, TYP.

SEE WINDOW SCH

TEMP.

TEMP.

FIX TEMP.

10"

TEMP.

W

H

H

W

TYPE "N" BALCONY DOOR

DIMENSION HEIGHT TRANSOM THICKNESS TYPE

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

7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6"

-

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

B B B B B B B

6'-2 1/2" 6'-0" 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 19'-0" 3'-0" 3'-0" 3'-0"

9'-0" 7'-6" 7'-0" 7'-0" 7'-6" 7'-6" 7'-6" 8'-6" 7'-6" 7'-6" 7'-6"

-

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-8" 19'-0" 3'-0" 3'-0" 3'-0" 9'-0" 3'-0"

7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 8'-9" 8'-6" 7'-6" 7'-6" 7'-6" 8'-0" 7'-6"

-

6'-0" 6'-0" 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 2'-0"

8'-0" 8'-0" 7'-0" 9'-0" 8'-0" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 2'-0" 2'-0"

1' - 6" -

1 3/4" 1 3/4" 1 3/4" 2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

E E B N G B B B B B R R

6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 2'-0"

8'-0" 8'-0" 7'-0" 7'-6" 7'-6" 7'-6" 2'-0" 2'-0"

-

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

E E B B B B R R

6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 2'-0"

8'-0" 8'-0" 7'-0" 7'-6" 7'-6" 7'-6" 2'-0" 2'-0"

-

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

E E B B B B R R

3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 2'-0"

7'-0" 7'-6" 7'-6" 7'-6" 2'-0" 2'-0"

-

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

B B B B R R

DOOR FINISH MATERIAL PAINT PAINT Paint - White PAINT PAINT PAINT PAINT

C R B I R B B S B B B

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3" 1 3/4"

HM HM HM HM HM HM HM

-

45 MIN. 45 MIN. 45 MIN. 45 MIN. 45 MIN. 90 MIN. 90 MIN.

No No No No No Yes Yes

Yes Yes Yes Yes Yes Yes Yes

1 1 1 1 1 1 1

Glass HM WSC HM HM HM HM AL HM HM HM

-

120 MIN 20 MIN. 120 MIN 120 MIN 20 MIN. 20 MIN. 90 MIN. 90 MIN. 90 MIN.

Yes Yes No No No Yes Yes Yes Yes Yes

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

1 1 1 1 1 1 1 1 1 1 1

HM HM HM HM HM HM HM HM WSC AL HM HM HM AL HM

-

45 MIN. 90 MIN. 45 MIN. 45 MIN. 45 MIN. 45 MIN. 45 MIN. 45 MIN. 20 MIN. 90 MIN. 45 MIN. 90 MIN. 90 MIN. 45 MIN.

No No No No No No No No No No Yes No No No No

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

METAL METAL HM VINYL WSC WSC HM HM HM HM HM HM

Tempered -

120 MIN 120 MIN 45 MIN. 20 MIN. 20 MIN. 90 MIN. 90 MIN. 90 MIN. 45 MIN. 90 MIN. 90 MIN.

Yes Yes No Yes Yes No Yes Yes Yes No -

Yes Yes No Yes Yes No Yes Yes Yes Yes -

1 1 1 1 1 1 1 1 1 1 1 1

PAINT PAINT PAINT PAINT

METAL METAL HM HM HM HM HM HM

-

120 MIN 120 MIN 45 MIN. 90 MIN. 90 MIN. 45 MIN. 90 MIN. 90 MIN.

Yes Yes No Yes No No -

Yes Yes No Yes Yes Yes -

1 1 1 1 1 1 1 1

PAINT PAINT PAINT PAINT

METAL METAL HM HM HM HM HM HM

-

120 MIN 120 MIN 45 MIN. 90 MIN. 90 MIN. 45 MIN. 90 MIN. 90 MIN.

Yes Yes No Yes No No -

Yes Yes No Yes Yes Yes -

1 1 1 1 1 1 1 1

HM HM HM HM HM HM

-

45 MIN. 90 MIN. 90 MIN. 45 MIN. 90 MIN. 90 MIN.

No Yes No No -

No Yes Yes Yes -

1 1 1 1 1 1 67

PAINT PAINT PAINT HM PAINT PAINT PAINT PAINT PAINT

B B B B B B B B B S B B B T B

FIRE PANIC BAR SELF CLOSING COUNT RATING HARDWARE DOOR

GLAZING

PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT

PAINT PAINT PAINT PAINT

PAINT

PAINT PAINT PAINT PAINT PAINT

PAINT PAINT PAINT PAINT

W

H

H

W

H

W

H

W

WIDTH

UNIT DOORS SCHEDULE

W

H

W

H

H

W

ROOM NAME

BASEMENT B2 B2O9 MPOE ROOM B201 BIKE ROOM B202 HALLWAY B208 STORAGE B210 FAN ROOM ST1B2 STAIR #1 ST2B2 HALLWAY BASEMENT B1 B101A LOBBY B101B LOBBY B111 GARAGE WALKWAY B112 IPO B115 FAN ROOM B118A ELECTRICAL ROOM B118B ELECTRICAL ROOM B122 PARKING GARAGE ST2B1A ST #2 ST2B1B ST #2 ST3B1 STAIR #3 1ST STORY 109 STORAGE 112 LOBBY 115A FAN ROOM 115B FAN ROOM 117A STORAGE 117B STORAGE 118 METER RM. 119.1 BIKE STORAGE 120 BIKE STORAGE 1111 PARKING GARAGE ST11A STAIR #1 ST11B STAIR #1 ST21 STAIR #2 TR1A TRASH ROOM TR1B TRASH ROOM 2ND STORY 2EGA HALLWAY 2EGB HALLWAY 2IDF IDF 225 B 225A COMMUNITY ROOM 225C BATHROOM ST22 STAIR #2 ST42A STAIR #4 ST42B STAIR #4 TR2A TRASH ROOM TR2B TRASH ROOM TR2C TRASH ROOM 3RD STORY 3EGA 3EGB 3IDF IDF ST23 STAIR #2 ST43 TR3A TRASH ROOM TR3B TRASH ROOM TR3C TRASH ROOM 4TH STORY (T.O.SHT'G) 4EGA HALLWAY 4EGB HALLWAY 4IDF IDF ST24 STAIR #2 ST44 STAIR #4 TR4A TRASH ROOM TR4B TRASH ROOM TR4C TRASH ROOM 5TH STORY ELEV1A ELEV. CTRL RM ST25A STAIR #2 ST45 STAIR #4 TR5A ROOM TR5B ROOM TR5C ROOM TOTAL

TYPE "O"

TYPE "P"

TYPE "Q"

DOUBLE SLIDING DOOR

LW DOOR

BALCONY DOOR

FINISHED FLOOR

Type Mark Door Type

Width

Height

Transom

MAT.

Glazing

Frame Material

F.R.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 45 46 47 48 49 50 B TOTAL

3'-0" 3'-0" 2'-8" 3'-0" 3'-0" 3'-0" 2'-8" 2'-8" 2'-10" 5'-0" 7'-5" 4'-0" 5'-4" 5'-0" 8'-7" 6'-2" 6'-2" 9'-6" 6'-0" 7'-6" 8'-0" 10'-0" 4'-6" 7'-0" 8'-0" 8'-0" 4'-4" 6'-0" 3'-0" 4'-8" 5'-0" 3'-0" 3'-0" 3'-0" 3'-8" 3'-8" 3'-8" 3'-0" 3'-0" 3'-0" 2'-4" 3'-0" 2'-8" 2'-4" 6'-2" 6'-2" 6'-2" 5'-0" 4'-0" 3'-8"

7'-6" 7'-6" 7'-6" 6'-8" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 9'-5" 9'-5" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 7'-6" 7'-0" 6'-8" 7'-5" 8'-0" 9'-1" 7'-6" 6'-8" 6'-8" 7'-6" 6'-8" 6'-8" 7'-0" 7'-0" 6'-8" 7'-6" 6'-8" 7'-6" 8'-9"

1' - 11" 1' - 11" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" -

WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC HM HM HM WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC WSC

Tempered Tempered Tempered Tempered Tempered Tempered Tempered Tempered Tempered -

WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD HM HM HM WD WD WD HM HM HM HM HM HM HM HM HM HM HM HM WD

20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN.

F I I I K K K K F J J J J M M M M M M M M L Q J Q O Q Q N Q Q A A A P P P I I I K K K K M M M M J P

Count

Remarks UNIT ENTRY DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR SINGLE @ CLOSET SINGLE @ CLOSET SINGLE @ CLOSET SINGLE @ CLOSET W/D CLOSET DOUBLE CLOSET DOOR DOUBLE CLOSET DOOR DOUBLE CLOSET DOOR DOUBLE CLOSET DOOR DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET DOUBLE SLIDING @ CLOSET TRIPLE SLIDING CLOSET BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR BALCONY DOOR LW UNIT ENTRY LW UNIT ENTRY LW UNIT ENTRY LW WEST FACADE ENTRY LW WEST FACADE ENTRY LW WEST FACADE ENTRY LW INTERIOR DOOR LW INTERIOR DOOR LW INTERIOR DOOR LW SINGLE @ CLOSET LW SINGLE @ CLOSET LW SINGLE @ CLOSET LW SINGLE @ CLOSET LW DOUBLE SLIDING CLOSET LW DOUBLE SLIDING CLOSET LW DOUBLE SLIDING CLOSET LW DOUBLE SLIDING CLOSET LW DOUBLE CLOSET DOOR LW WEST FACADE ENTRY

62 123 5 1 7 23 23 3 42 8 1 24 11 7 2 10 11 3 9 1 5 4 7 1 9 7 16 16 6 3 2 4 2 2 2 2 2 2 9 4 3 7 3 1 2 2 3 1 1 2 506

Interior Color

Exterior color

WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE

-

BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK BLACK -

BLACK

Self Closing Door

Panic Bar Hardware

Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No Yes

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

1. The entrance doors to residential units from interior corridors are required to have a minimum STC rating of 26.(Laminated 1 3/8" solid-core doors with resilient stops and gaskets or 18 gauge insulated steel slab doors with compression seals all around, including thresholds will meet this requirement).

GENERAL NOTES: 1.

WOOD FLUSH-TYPE DOORS AT SECURE LOCATIONS SHALL BE 1-3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION (LABC 6709.1). DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB (LABC 6709.4).

2.

ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NONREMOVABLE HINGE PINS. HINGES SHALL HAVE MINIMUM 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN, PROTECTION. (LABC 6709.5) THE STRIKE PLATE FOR LATCHES AND HOLDING SEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2 1/2" LONG (LABC 6709.7).

3.

PROVIDE DEAD BOLTS WITH HARDENED INSERTS : DEADBLOCKNG LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPENABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT. THE UNLOCKING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. (LATCH NOT REQUIRED IN B,F, AND S OCCUPANCIES) (LABC 6709.2)

4.

STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4" (LABC 6709.2).

5.

WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 sq.in. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18" LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2" WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH (LABC 6709.1.2).

6.

SLIDING DOORS SHALL BE PROVIDED WITH THE DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION (LABC 6710 & 6715.1).

7.

SLIDING GLASS DOOR PANELS SHALL BE CLOSED AND LOCKED WHEN SUBJECTED TO THE TEST SPECIFIED IN LABC SEC 6717.1.

8.

METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLID BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED BY AN ELECTRICAL POWER OPERATION (LABC 6711).

9.

PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS (CBC SEC. 6712).

10. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2" IN THEIR GREATEST DIMENSIONS (CBC SEC. 6713).

PROJECT:

ARAGON GLENDALE APARTMENTS 1750 GLENDALE BLVD. LOS ANGELES, CA 90026

OWNER:

ARAGON (Glendale) Properties Corp. 126 Lomita Street, El segundo, CA 90266

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996 The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

PHASE

11. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL (LABC 6706). 12. FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQUIRED BY 2010 CBC 715.4.5 & 715.4.6.3 13. REFER TO SECURITY NOTES ON SHEET G0.21 FOR ADDITIONAL NOTES

PERMIT SET

14. GLAZED OPENING WITHIN 40" OF THE REQUIRED LOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN THE CLOSED AND LOCKED POSITION AND WHEN THE DOOR IS OPENABLE FROM THE INSIDE WITHOUT USE OF KEY, SHALL BE FULLY TEMPERED GLASS PER SECTION 2406 OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARDS, SCREEN OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO SLIDE GLASS DOORS WHICH CONFORM TO THE PROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. (LABC 6713). 15. ALL UNIT ENTRY DOORS ARE SELF-CLOSING, 3 HINGES AND HAVE A PEEPHOLE SLAB STYLE. 16. ALL UNIT EXTERIOR DOORS TO HAVE STEEL JAMB, ADA THRESHOLD AND PAINT FINISH. 17. ALL UNIT INTERIOR DOORS TO BE WOOD SLAB DOORS, PRIMED AND PAINTED, 3 HINGES. 18. ALL WINDOWS NEXT TO A DOOR MUST HAVE TEMPERED GLAZING 19. DOORS LOCATED IN A 1-HOUR CORRIDOR SHALL BE PROTECTED BY A 20MINUTE DOOR ASSEMBLY, SELF-CLOSING SMOKE AND DRAFT CONTROL DOOR AND FRAME ASSEMBLY SHALL BEAR AN APPROVED LABEL FOLLOWED BY THE LETTER "S" (2013 CBC SEC. 715.4.3.1 & 715.4.6.3).

STAMP:

20. NON-REMOVABLE HINGE PINS REQUIRED ON ALL OUT SWING DOORS. 21. EXIT DOORS INCLUDING THOSE SERVING INDIVIDUAL DWELLING UNITS OR GUEST ROOMS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT (2013 CBC SEC. 1008.1.9.3.4). MANUALLY OPERATED EDGE - OR SURFACE FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED (2013 CBC SEC. 1008.1.9.4). THE UNLATCHING OF ANY LEAF, SINGLE OR DOUBLE, SHALL NOT REQUIRE MORE THAN ONE OPERATION (2013 CBC SEC. 1008.1.9.5). DEAD BOLTS SHALL NOT BE PERMITTED UNLESS THE DOOR IS OPERABLE IN ONE OPERATION. 22. STOREFRONT GLASS LOCATED AT HAZARDOUS LOCATIONS PER 2013 CBC SECTION 2406.3 SHALL BE SAFETY GLAZING MATERIAL COMPLYING WITH 2015 CBC SECTION 2406.4. 23. THE BOTTOM 10 INCHES OF ALL DOORS AND/OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION (2013 CBC SECTION 1126A.7)

No.

Description

Date

24. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 2013 CBC SECTION 1008.1.9. SEE 2013 CBC SECTION 1008.1.9.3 FOR EXCEPTIONS. 25. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISH FLOOR (2013 CBC SECTION 1008.1.9.2). 26. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH 2013 CBC SECTION 1008.1.9 - 1008.1.9.7. 27. MAX EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5LBF RATED DOORS MAYBE INCREASED TO 15LBF WHEN REQ'D BY THE AUTHORITY HAVING JURISDICTION 28. INTERIOR DOORS SHALL BE A 1-3/8" THICK HOLLOW CORE, FLUSH, PAINT GRADE HARDBOARD FACE AND PRIME COATED FOR ENAMEL ON ALL SIX SIDES. HARDBOARD FACES OR WOOD VENEERS ON PRE-FINISHED INTERIOR BUILT-UP DOORS SHALL BE A MINIMUM OF 1/8" THICK 29. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOORS TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM (2013 CBC 11B404.2.8.1) 30. DOOR AND GATE OPENING FORCES TO COMPLY WITH 2013 CBC 11B-404.2.9. 31. ALL EXIT DOORS SHALL BE CAPABLE OF OPENING 90 DEGREES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48" NOMINAL. EXIT DOOR SHALL BE SIDE-HINGED SWINGING TYPE (2013 CBC 1008.1.2) 32. ALL UNIT ENTRY AND UNIT INTERIOR DOORS TO ALLOW 34" CLEAR WIDE OPENING WITH DOOR OPEN 90 DEGREES 33. HANDLES, PULLS, LATCHES, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SEC 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 44" MAX ABOVE THE FINISH FLOOR OR GROUND. 11B-404.2.7 (INCLUDING OPERATED WITH ONE HAND; DOES NOT REQUIRE IGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, DOES NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE)

KEY PLAN

34. A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPENING THE RESIDENTIAL DWELLING UNIT ENTRY DOOR SHALL BE PROVIDED AND SHALL ALLOW FOR A MINIMUM 180 DEGREE RANGE OF VIEW (2013 CBC 809.5.5.2) 35. MINIMUM MANEUVERING AT DOORS AND GATES SHALL COMPLY WITH 2013 CBC SEC 11B-404.2.4

DOOR TYPE LEGEND AND SCHEDULE 2 SCALE: 1/4" = 1'-0" DOOR TAG - OVERALL PLANS

DOOR TAG - ENL UNIT PLANS

1

B101A

LEVEL ROOM #

DOOR TYPE MARK #

TYPE A0.1 A1 A1.1 A2 B B1.1 B1.2 B1.3 B2 C1 C1.1 D D1 D1.1 D2 F1 F1.1 F1.2 F1.3 F1.4 F1.5 G2 G2.3 G3 H H2 H3 SF

FIRE RATING

DESCRIPTION

ASSEMBLY CODE

0-HR 1-HR 1-HR 2-HR 1-HR 1-HR 1-HR 1-HR 2-HR 1-HR 1-HR 2-HR 1-HR 1-HR 2-HR 1-HR 0-HR 1-HR 1-HR

1-HR FR INTERIOR PARTITION WALL 1-HR FR INTERIOR PARTITION WALL 1-HR FR INTERIOR PARTITION WALL (METAL STUD) 2-HR FR INTERIOR WALL 1-HR FR CORRIDOR WALL (FLAT STUCCO) 1-HR FR EXTERIOR WALL 1-HR FR CORRIDOR WALL (FLAT STUCCO) 2-HR FR EXTERIOR WALL 1-HR FR CORRIDOR WALL 1-HR FR CORRIDOR WALL 2-HR FR INTERIOR WALL 1-HR FR DEMISING WALL (WOOD STUD) 1-HR FR DEMISING WALL (METAL STUD) 2-HR FR DEMISING WALL 1-HR FR INTERIOR PLUMBING WALL FURRING WALL FURRING WALL 1-HR FR INTERIOR PLUMBING WALL (METAL STUD)

1-HR 0-HR 2-HR

FURRING WALL CONCRETE WALL 3-HR FR MASONRY WALL

-/AD1.2 -/AD1.1 -/AD1.1 -/AD1.1 B2010 -/AD1.1 B2010 B2010 -/AD1.1 -/AD1.1 -/AD1.2 -/AD1.1 -/AD1.2 -/AD1.1 -/AD1.1 -/AD1.1 -/AD1.1 -/AD1.1 -/AD1.1 B2010 B2010 -/AD1.2 -/AD1.2

2-HR 3-HR

2-HR FR CMU WALL 3-HR FR CMU WALL

-/AD1.1 -/AD1.1

(s) MATERIAL s only if steel stud

36. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON SECURITY GATES. 37. ALL SILLS TO HAVE DOUBLE PLATE 38. INTERIOR DOORS AT L/W UNITS WILL HAVE A METAL FRAME AND A WSC LEAF

WALL TYPE SCHEDULE REMARKS

39. ALL EXIT DOORS SHALL COMPLY WITH SECTION 1010-1010.1 A. CLEAR WIDTH OF EACH DOOR OPENING SHALL BE MIN. 32" OR PER SECTION 1005.1, WHICHEVER IS GREATER B. MIN. DOOR HEIGHT OF 6'-8" C. SHALL BE CAPABLE OF OPENING 90 DEGREES. D. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48” NOMINAL. E. EXIT DOOR SHALL BE PIVOTED OR SIDE-HINGED SWINGING TYPE (1010.1.2) 40. ALL DOOR COUNT SHOULD BE VERIFIED

KEY NOTES:

N

PROJECT NO.

13013 PLOT DATE SCALE

DOOR AND WALL SCHEDULE

(U) USAGE

sU

WALL TAG

F# (F) FIRE RATING NUMBER

SHEET NO.

SUB CATEGORY OF WALL TYPE

WALL TYPE SCHEDULE AND SYMBOL LEGEND 1 SCALE: 1/4" = 1'-0"

08/25/2017 As indicated

SHEET TITLE

A8.00 CAD REF.


PROJECT:

INTERIOR

ARAGON GLENDALE APARTMENTS

ELEV CRTL ROOM

EXTERIOR ROOF

FINISH PER FINISH SCHEDULE

EXTERIOR EXTERIOR

3/4" PLYWOOD SHEATHING

WOOD STUDS REFER TO STRUCTURAL

SEE FLOOR ASSEMBLY #3

ROOF WHITE PVC SINGLE-PLY MEMBRANE ROOFING OVER FIBERGLASS AT ROOF BOARD

ROOF (SKYDECK) / TH BALCONY PEDESTAL SYSTEM @ SKYDEK (REF MANUFACTURER)

PLYWOOD SHEATHING

7" TYP.

WOOD RIP STRIPS AS REQUIRED TO SLOPE ROOF FOR PROPPER DRAINAGE 5/8" PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS

WATERPROOF MEMBRANE (plidek or similar)

MIN SLOPE 2%

REFER TO PLUMBING FOR DRAIN LOCATION

1750 GLENDALE BLVD. LOS ANGELES, CA 90026

5/8" EXTERIOR GRADE PLYWOOD SHEATHING

WOOD RIP STRIPS AS REQUIRED TO SLOPE ROOF FOR PROPPER DRAINAGE

OWNER:

PROVIDE 1" GAP PER 2013 CBC 1203.2 MIN SLOPE 2%

5/8" PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS

1 1/2" X 12 IN WOOD RIP STRIP @ 24" O.C.

ARAGON (Glendale) Properties Corp. 126 Lomita Street, El segundo, CA 90266

INTERIOR

INTERIOR

UNIT

UNIT

WOOD JOISTS WOOD I-JOISTS, FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A MAXIMUM 24_ O.O.C WITH 1/2" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY CHAPTER 23. BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24"O.C WITH 1-1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1-7/8" TYPE S OR TYPE DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE IF FACE LAYER AND END JOINTS 12 O.C.

1-HR FR ROOF ASSEMBLY (@EQUIPEMENT ROOMS) 9

1657 alvira street second floor los angeles, ca 90035 tel. 323.954.9996

CONCRETE SLAB ON GRADE REFER TO STR FOR SIZONG AND DETAILS

INTERIOR

1HR FIRE RATED ROOF ASSEMBLY - SKYDECK & TW 2 SCALE: 1 1/2" = 1'-0"

1HR FIRE RATED ASSEMBLY 3 SCALE: 1 1/2" = 1'-0"

PERMIT SET

DECK COATING: PLIDECK OR SIMILAR.

WATERPROOFING MEMBRANE

5/8" EXTERIOR GRADE PLYWOOD

3/4" EXTERIOR GRADE PLYWOOD

INTERIOR

EXTERIOR

3/4" EXTERIOR GRADE PLYWOOD SHEATHING

UNIT BALCONY / WALKAWAY

WOOD JOIST. REFER TO STUCTURAL DRAWINGS

SLOPE MAX 2%

EXTERIOR CEMENT PLASTER

3/4" EXTERIOR GRADE PLYWOOD SHEATHING SLOPED 2%

STAMP:

WOOD JOIST. REFER TO STUCTURAL DRAWINGS EXTERIOR CEMENT PLASTER

ASSEMBLY

DRAWINGS

PER STRUCTURAL

PHASE

1 1/2" LIGHT CONCRETE

WALKAWAY

DRAWINGS

The design, drawings, and written material in these documents of service are the sole property of Urban Architecture Lab. All design and related information contained herein are for use on the specified projects and shall not be duplicated, disclosed, or used without the prior written consent of Urban Architecture Lab.

BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24"O.C WITH 1-1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1-7/8" TYPE S OR TYPE DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE IF FACE LAYER AND END JOINTS 12 O.C.

BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24"O.C WITH 1-1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1-7/8" TYPE S OR TYPE DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE IF FACE LAYER AND END JOINTS 12 O.C.

CONCRETE SLAB ON GRADE REFER TO STR FOR SIZONG AND DETAILS

PER STRUCTURAL

ROOF / CEILING ASSEMBLY: 2013 CBC TABLE 721.(3), ITEM NUMBER 21-1.1 WOOD JOISTS WOOD I-JOISTS, FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A MAXIMUM 24_ O.O.C WITH 1/2" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY CHAPTER 23.

WOOD JOISTS WOOD I-JOISTS, FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A MAXIMUM 24_ O.O.C WITH 1/2" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY CHAPTER 23.

FINISH PER FINISH SCHEDULE (WATERPROOF COATING IF EXTERIOR)

INTERIOR/EXTERIOR

FACED GLASS FIBERT BATT INSULATION (R-30) WOOD JOIST. REFERR TO STRUCTURAL DRAWINGS.

ROOF / CEILING ASSEMBLY: 2016 CBC TABLE 721.(3), ITEM NUMBER 21-1.1

FINISH PER FINISH SCHEDULE

TWO LAYER 5/8" TYPE X GYPSUM BOARD

UNIT

PER TCAC: INSULATION TO MEET GREENGUARD GOLD CERTIFICATION

PER TCAC: INSULATION TO MEET GREENGUARD GOLD CERTIFICATION

PER TCAC: INSULATION TO MEET GREENGUARD GOLD CERTIFICATION

REFERRED

INTERIOR

FACED GLASS FIBERT BATT INSULATION (R-30) WOOD JOIST. REFERR TO STRUCTURAL DRAWINGS.

ROOF / CEILING ASSEMBLY: 2013 CBC TABLE 721.(3), ITEM NUMBER 21-1.1

1-HR FR CEILING/FLOOR ASSEMBLY - UL 263 12 SCALE: 12" = 1'-0"

TWO LAYER 5/8" TYPE X GYPSUM BOARD

EXTERIOR ROOF (SKYDECK) / TH BALCONY

No.

Description

Date

EXTERIOR

INTERIOR/EXTERIOR

UNIT BALCONY / WALKAWAY

INTERIOR

INTERIOR

BASEMENT

WALKAWAY

METAL STUDS 16"OC (REFER TO STRUCTURAL FOR STUD SIZES)

FLOOR / CEILING ASSEMBLY: 2013 CBC TABLE 721.1(3) ITEM NUMBER 1-1.1

5/8" TYPE 'X' GYPSUM BOARD

ALL BALCONIES ARE TO SLOPE 2% MAXIMUM TO BALCONY EDGE

MINIMUM THICKNESS (X) OF SILICEOUS AGGREGATE CONCRETE FOR REQUIRED FIRE RESISTANCE:

FLOOR / CEILING ASSEMBLY: 2013 CBC TABLE 721.1(3) ITEM NUMBER 1-1.1

1HR - 3 1/2" 2HR - 5" 3HR - 6 1/4"

MINIMUM THICKNESS (X) OF SILICEOUS AGGREGATE CONCRETE FOR REQUIRED FIRE RESISTANCE: 1HR - 3 1/2" 2HR - 5" 3HR - 6 1/4"

CONCRETE DECK @ GARAGE WALKAWAY

FLOOR / CEILING ASSEMBLY: 2013 CBC TABLE 721.1(3) ITEM NUMBER 13-1.2

FLOOR / CEILING ASSEMBLY: 2013 CBC TABLE 721.1(3) ITEM NUMBER 13-1.2

DOUBLE WOOD FLOOR OVER JOISTS SPACED 16" O.C.

DOUBLE WOOD FLOOR OVER JOISTS SPACED 16" O.C.

CEMENT OR GYPSUM PLASTER METAL ON METAL LATH. LATH FASTENED WITH 1-1/2" BY NO.11 GAGE BY 7/16" HEAD BARBED SHANK ROOFING NAILS SPACED 5" O.C. PLASTER MIXED 1:2 FOR SCRATCH COAT AND 1:3 FOR BROWN COAT, BY WEIGHT. CEMENT TO SAND AGGREGATE.

CEMENT OR GYPSUM PLASTER METAL ON METAL LATH. LATH FASTENED WITH 1-1/2" BY NO.11 GAGE BY 7/16" HEAD BARBED SHANK ROOFING NAILS SPACED 5" O.C. PLASTER MIXED 1:2 FOR SCRATCH COAT AND 1:3 FOR BROWN COAT, BY WEIGHT. CEMENT TO SAND AGGREGATE.

CONCRETE DECK 8 SCALE: 1 1/2" = 1'-0"

11

WALKAWAY FLOOR ASSEMBLY (interior)

5

BALCONY AND WALKAWAY FLOOR ASSEMBLY (exterior)

2

KEY PLAN

FINISH PER FINISH SCHEDULE

FINISH FLOOR PER FINISH SCHEDULE

4" GRAVEL REFER TO STRUCTURAL AND CIVIL DRAWINGS

1 1/4" GYP-CRETE UNDERLAYMENT

INTERIOR

INTERIOR

UNIT

UNIT

1/4" SOUND MAT

SEE FLOOR ASSEMBLY #1

REFER TO

ASSEMBLY

REFERRED

BASEMENT

FINISH FLOOR PER FINISH SCHEDULE

CONCRETE SLAB ON GRADE REFER TO STR

ASSEMBLY

INTERIOR

REFERENCED

REFER TO STRUCTURAL

SCTRUCTURAL

CAST IN PLACE CONCRETE

N

PROJECT NO.

REFER TO RCPs FOR HEIGHTS

13013

STEEL JOISTS REFER TO STRUCTURAL

TWO LAYER 5/8" TYPE X GYPSUM BOARD

PLOT DATE SCALE

INTERIOR

INTERIOR

UNIT

UNIT

UNFACED GLASS FIBER BAT INSULATION (R-19) 1/2" RESILITENT CHANNEL 5/8" TYPE 'X' GYPSUM BOARD

FLOOR/CEILING ASSEMBLIES

PLYWOOD SHEATHING METAL STUDS 16"OC (REFER TO STRUCTURAL FOR STUD SIZES) 5/8" TYPE 'X' GYPSUM BOARD

STEEL JOIST @ LW MEZ (PERPENDICULAR FRAMING) 10

CONCRETE SLAB ON GRADE 7 SCALE: 1 1/2" = 1'-0"

PER TCAC: INSULATION TO MEET GREENGUARD GOLD CERTIFICATION

PER TCAC: INSULATION TO MEET GREENGUARD GOLD CERTIFICATION

FLOOR / CEILING ASSEMBLY: ICC-ESR-2540 / UL L593 CBC TABLE 721.1(3) NUMBER 13-1.4

FLOOR / CEILING ASSEMBLY: ICC-ESR-2540 / UL L593

1-HR FR CEILING/FLOOR ASSEMBLY (dropped ceiling) 4

08/25/2017 As indicated

SHEET TITLE

WOOD JOIST, REFER TO STRUCTURAL DRAWINGS

1-HR FIRE RATED CEILING/FLOOR ASSEMBLY (units)

SHEET NO.

1

AD2.1 CAD REF.


P L A N T I N G P L A N : R E S I D E N T I A L L A N D S CA P E Firm: JMS Fine Landscape Design Year: 2016 Project: Landscape design of residence in Beverly Hills Role: Drafted the planting plan based on schematic design by Principal Designer and rendered for final presentation to the client. Tools: AutoCad+ Acrobat

“I don’t divide architecture, landscape and gardening; to me they are one” { Luis Barragan }


L A N D S CA P E C O N S T R U C T I O N D O C U M E N T: R E S I D E N T I A L L A N D S CA P E Firm: JMS Fine Landscape Design Year: 2016 Project: Landscape design of residence in Beverly Hills Role: Drafted the planting, irrigation, and lighting plan based on schematic design by Principal Designer. Researched nurseries’ plants and prices. Tools: AutoCad + Photoshop + Acrobat

“Sudy nature, love nature, stay close to nature. It will never fail you.” { Frank Lloyd Wright }


L A N D S CA P E C O N S T R U C T I O N D O C U M E N T: R E S I D E N T I A L L A N D S CA P E Firm: JMS Fine Landscape Design Year: 2016 Project: Landscape design of residence in Beverly Hills Role: Drafted the planting, irrigation, and lighting plan based on schematic design by Principal Designer. Researched nurseries’ plants and prices. Tools: AutoCad + Photoshop + Acrobat

“Sudy nature, love nature, stay close to nature. It will never fail you.” { Frank Lloyd Wright }


MANDEVILLE RESIDENCE: REMODEL Firm: HEUSCH INC. Year: 2016 Project: Remodeling house in Mandeville Canyon Role: Produced construction drawings for future permits based on my site measurements; participated in on-site construction meetings with engineers and contractors Tools: Hand drawing+AutoCad+ Acrobat

“Eventually everything connects - people, ideas, objects. The quality of the connections is the key to quality per se.” { Charles Eames }


Site and situation


V I L L A C I S S E : FA M I LY H O U S E Firm: HEUSCH INC. Year: 2016 Project: Design and construction house in Conacry, Guinea Role: Produced construction drawings and 3D renders; participated in online construction meetings with contractors Tools: AutoCad+ Rhino+Illustrator+Acrobat

“Architecture is an expression of values.” { Norman Foster }


First and Second floor


Sections


Sections and Structures


H A R B O R C I T Y C O L L E G E L E E D A N A LY S I S Firm: HMC Architects Project: LEED Sheets Analysis Year: 2011 Role: Conducted research and analysis; worked as part of a 3-person team to develop drawings. Tools: Illustrator+Photoshop+AutoCad

â&#x20AC;&#x153;To provide meaningful architecture is not to parody history but to articulate itâ&#x20AC;? { Daniel Libeskind }


Aerial location

Aerial location 1/2 mile distance basic services

Limit for LEED analysis


LEED analysis: relationship of landscape, open space, building, and hardscape.


Leadership in Energy & Environmental Design: Analysis and Research

Recommended renovation plan analysis for a master plan design

Analysis for master plan and LEED sheets


F U L L E R T O N C O L L E G E M A S T E R P L A N A N A LY S I S Firm: HMC Architects Project: Facility Planning Analysis Year: 2011 Role: Conducted urban analysis and worked as part of a team to develop drawings. Tools: Illustrator+Photoshop+AutoCad

â&#x20AC;&#x153;There is no logic that can be superimposed on the city; people make it, and it is to them, not buildings, that we must fit our plansâ&#x20AC;? { Jane Jacobs }


Leadership in Energy & Environmental Design: Analysis and Research

Detailed analysis: Fullerton College vehicular circulation plan

Detailed analysis: Fullerton College pedestrian circulation plan


Leadership in Energy & Environmental Design: Analysis and Research

Detailed analysis: Fullerton College facilities plan.

After a detailed research, it is recommended a demolition or renoval plan


Leadership in Energy & Environmental Design: Analysis and Research

Recommended renovation plan analysis for landscape plan design

Analysis for master plan: parking structures


Detailed analysis: Fullerton College perimeter streets and campus entriessite improvements plan

Detailed analysis: Fullerton College campus drop-offs plan


H OT E L : I D E A S C O M P E T I T I O N Firm: GGMPU Architects Year: 2004 Role: Collaborated as part of a 20-person design team Project: Competition of Ideas for a Hotel in Cordoba Tools: Hand drawing+Illustrator+ Photoshop+Modeling

â&#x20AC;&#x153;We shape our buildings; thereafter they shape us.â&#x20AC;? { Winston S. Churchill }


Intentions The proposed idea draws on two aspects: a) the objectives arising from the grassroots: a new building for the Hotel Carrillo with strong image b) the combination of the various urban and landscape factors operating in the environment of this hotel project located in the lakes of Calamuchita valley .

Site Features The site presents a clear pedestrian accessibility. In Aguas Claras there are not many open sharing apartments that would allow use of open visual line of site .


Project Summary + 10.41Mtrs: Social Areas, Room, Dining Room, SUM, services that are related to the terraces overlooking the lake. Level +7.41Mtrs.: Extension and containment of terrace strips. +3.95 to + 6.41: Tennis courts, bocce court, pool, oasis, and built basketball court / footbal / field.


I collaborated on model making, hand renders, and different stages of design drawings


Fort Point, Boston, Massachussetts

Site view


O l y m p i c H o u s i n g | Fo r t Po i n t | B o s to n School: OTIS College of Art and Design Year: Spring 2015 Advisor: Greg Kochanowsky Role: Individual project from idea to final presentation Tools: AutoCad+Rhino+V-Ray+Photoshop+Illustrator+Acrobat

â&#x20AC;&#x153;You cannot simply put something new into a place. You have to absorb what you see around, what exists on the land, and then use that knowledge along with contemporary thinking to interpret what you seeâ&#x20AC;? { Tadao Ando }


The variety of

typologies responds to different needs of occupancy:

Studio Unit within the whole 2 Bedroom Unit within the whole

2 Bedroom Unit

DN

Studio Unit

3 Bedroom Unit

UP

UP

DN

DN

UP

Entrance Level

First Level

First Level Down

Entrance Level

First Level Up


Ground Floor

EXTERIOR VIEW


Semi-Public Green accesible roof

Private Patio Space

Semi-Public Green Spaces

Public Space: common activities


Sunlight

Transparent sloped roof

Green accesible roof

Air flow

Air flow

Private areas Visuals

Visuals

Common areas Transparent surfaces Green surfaces Private/Public surfaces

Shadows

Sahdow Maker surfaces


A project for artists and performers.

Ground Floor

The organization of each apartment goes from the most public, a communal stage, to the most private, a cantilevered bedroom.

First Floor

Roof Floor


L I V E - W O R K A PA R T M E N T S : A D A P T I V E R E U S E School: OTIS College of Art and Design Year: Spring 2014 Advisor: Richard Cutts Lundquist Role: Individual project from idea to final presentation Tools: AutoCad+Rhino+V-Ray+Photoshop+Illustrator+Acrobat

â&#x20AC;&#x153;Architecture is a visual art, and the buildings speak for themselvesâ&#x20AC;? { Julia Morgan }


There is a system to collect and recycle water that will feed into the plants in the long patios. Life in the apartments is collective like the life of the people who choose to live there.


Residents are always working on improving and polishing their performances. For this reason, being a neighbor of those characters is a unique experience. They dance and sing while they complete domestic tasks like cooking or taking a bath.

I extracted the roof in the patio areas in order to provide additional sunlight and fresh air to the dwellings.


During the day, there are puppeteers performing with a little bit of magic to hypnotize not only kids but grown-ups. Because they live and work in the same unit, the use of the car is null. As many artist do, during the day they rest and gain energy for the nightâ&#x20AC;&#x2122;s performance.


But it is during the night when the entire building is more active, bright, and full of life. Everyone is on the stage, performing and showing their best. During the week we can see them practicing, but during weekends everything is professionally perfect.


Making the interactive model

Conceptual frame structure for moving space dividers


Two-Unit Sample Model Conceptual frame structure Moving panels

Entrance Stage

Laser engraved floor plan


3 different tipologies grouped


Model


Exterior view


Front view


R e s i d e n t i a l P l a n t i n g | C a l i fo r n i a School: OTIS College of Art and Design Year: Spring 2014 Advisor: Tracee Johnson Role: Individual project from idea to final presentation Tools: AutoCad+Photoshop+Illustrator+Hand Painting+Acrobat

““A doctor can bury his mistakes but an architect can only advise his clients to plant vines.” { Frank Lloyd Wright }


Residential Planting I chose native plants that attract birds and butterflies: The Blue Oak does that. Because this project is in California, I chose plants that are drought tolerant: The Mountain Lilac does that. I chose red flowers that attract hummingbirds and has medicinal properties: The Pineapple Sage does that.


Planting Catalog 14 Native Species

California Buckwheat

Woolly Blue Curls Blue Oak

California Aster

California Sagebrush

Creeping Mountain Lilac

Giant Wild Rye


Painting on a recycled pine board


Hand Made | Wood | Light Personal works Year: 2013-2015

“Design is so simple. That’s why it’s so complicated” { Paul Rand }


The process

The inspiration

My idea

The object

My idea

The object

The inspiration


Jenga Desk


Lady Bug Book Shelf


Lighting recycled door

This project is a combination of a painting on a recycled pine board and an Ikea lighting fixture.


Live Edge Table The process

The inspiration

My idea

The object


Interior setup

Detail


Portfolio  

Selected Works Junior Architect Designer

Portfolio  

Selected Works Junior Architect Designer

Advertisement