Portfolio by Zenislev

Kevinâ&#x20AC;&#x2122;s Portfolio 2017

Kevin Takenaka K.Takenaka@yahoo.com 949.306.2585 1

First Perry Industrial

GENERAL NOTES

SEE SHEET A2-1 FOR KEYNOTES 1 THROUGH 19

SEE SHEET A2-1 FOR ADDITIONAL GENERAL NOTES 1 THROUGH 15.

EXISTING EXTERIOR PERIMITER STOREFRONT - 1" INSULATED LOW E GLASS & GLAZING SYSTEM

20. PROVIDE DRYWALL SOFFIT ABOVE FRONT DOOR ENTRY POCKET. BOX OUT FROM PLANE OF FRONT DOOR DIRECTLY UP TO UNDERSIDE WINDOW AT SECOND FLOOR (15'-0"AFF) PROVIDE A SOLID DRYWALL LID ON TOP AND PAINT IN CONTRASTING COLOR TBD BY ARCHITECT.

16. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILING AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC CHAPTER 7.

21. NEW INTERIOR WALL CONSTRUCTION PER WALL LEGEND. PROVIDE WALL BASE ON WAREHOUSE SIDE OF ALL GYP. BOARD WALLS.

17. PROVIDE FIRE/SMOKE DAMPERS FOR ALL DUCTS THAT PASS THROUGH A FIRE RATED WALL OR CORRIDOR. SEE MECHANICAL DRAWINGS.

EXISTING FULL HEIGHT PARTITION WALL PER SHELL BUILDING SET.

22. PROVIDE FAUX MULLION WHERE INTERIOR PARTITION PASSES IN FRONT OF STOREFRONT SYSTEM.

NEW FURRING AT CONCRETE TILT-UP PANEL: USE 5/8" TYPE "X" GYP. BOARD O/ 25 GA 3-5/8" STEEL CHANNEL STUDS @ MAX. 24" O.C. TO MIN. 6" ABOVE THE CEILING ASSEMBLY. PROVIDE R-13 FOIL FACED BATT INSULATION BETWEEN FURRING STUDS. INSULATION TO EXTEND TO UNDERSIDE OF THERMAL ENVELOPE - EITHER UNDERSIDE OF CEILING JOISTS OR UNDERSIDE OF ROOF DECK WHERE APPLIES. ALL METAL STUDS SHALL CONFORM TO STEEL STUD MANUFACTERER'S ASSOCIATION (SSMA) ICC-ESR 3064P. SEE STRUCTURAL SHEET SD-1. 8" MIN SCREW SPACING AROUND PERIMETER WITH 16" MIN SPACING IN FIELD.

23. FURRING OVER CONCRETE WALLS PER WALL LEGEND.

19. ALL DRYWALL SURFACES TO RECEIVE A LEVEL 4 FINISH - SMOOTH WITH NO TEXTURE. 20. FIELD VERIFY ALL DIMENSIONS FOR MILLWORK. SUBMIT SHOP DRAWINGS FOR ALL MILLWORK FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

25. FUTURE PARTITION- WALLS NOT A PART OF THIS PERMIT. 26. MECHANICAL DUCTS- SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION.

21. FIELD VERIFY ALL DIMENSIONS FOR INTERIOR STOREFRONT WALL SYSTEMS. SUBMIT SHOP DRAWINGS FOR ALL INTERIOR STROFRONT WALL SYSTEMS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

27. EXISTING STAIRS UNDER SHELL PERMIT 28. EXISTING MEZZZANINE FLOOR DECK UNDER SHELL PERMIT SET.

WINDOW SCHEDULE

NEW NOT RATED FULL HEIGHT PARTITION WALL TO UNDERSIDE OF MEZZANINE / ROOF DECK. USE 5/8" TYPE X GYP. BOARD EA. SIDE OF 20 GA 8" METAL STUDS @ 24 O.C. PER STRUCT. STUD SCHEDULE. PROVIDE R-22 BATT INSULATION IN WALL CAVITY TO UNDERSIDE OF MEZZANINE/ROOF DECK ABOVE. SECURE BETWEEN BETWEEN STUDS PER MANUFACTURER'S RECOMMENDATIONS. SEE STRUCTURAL DRAWINGS FOR COORDINATION WITH EXSITING CONCRETE SHEAR WALLS. ALL METAL STUDS SHALL CONFORM TO STEEL STUD MANUFACTERER'S ASSOCIATION (SSMA) ICC-ESR 3064P. SEE STRUCTURAL SHEETS SD-1. 8" MIN SCREW SPACING AROUND PERIMETER WITH 16" MIN SPACING IN FIELD.

29. CONSTRUCT ONE HR. ENCLOSURE BELOW STAIR . WALLS ARE TO BE WOOD OR METAL STUD 3 5/8" W/ 5/8" TYPE "X" GYP. BD. EA FACE. PROVIDE 2-LAYERS OF 5/8" TYPE "X" GYP BD. TO UNDERSIDE OF STAIR STRINGER. NOTE ONE HOUR CONSTRUCTION SHALL BE MAINTAINED PER SECTIONS 1009.6.3 OF 2010 CBC. SEE STAIR PLAN ENLARGEMENTS.

NEW NON RATED PLUMBING WALL 8" MIN: PROVIDE TWO ROWS (STAGGERED) 5/8" GYP BD. TYP X EA. SD OF 36S125-18 STEEL CHANNEL STUDS @ 16" O.C. TO UNDERSIDE OF CEILING JOISTS. ALL METAL STUDS SHALL CONFORM TO STEEL STUD MANUFACTERER'S ASSOCIATION (SSMA) ICC-ESR 3064P. SEE STRUCTURAL SHEETS SD-1. 8" MIN SCREW SPACING AROUND PERIMETER WITH 16" MIN SPACING IN FIELD.

32. FRAMELESS GLASS WALL- SEE A4-1 FOR MORE INFORMATION. GLASS TO BE SERVE AS GUARDRAIL AT LOBBY SIDE AND CAN BE REDUCED FOR MINIMAL SPAN WIDTHS AT SIDE THAT FACES OPEN OFFICE. SUPPORT OF GLASS DOOR TO BE CONCEALED IN GYP BOARD SOFFIT ABOVE.

6'-2" WIDE X 8'-0" HIGH X 1/4" THK. TEMPERED WINDOW WITH INTERIOR STOREFRONT FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" GLASS NOT TO EXCEED SPANS OF 48"W.

(SEE PLAN) WIDE X 8'-0" HIGH X 1/4" THK. TEMPERED SIDELIGHT WITH STOREFRONT FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" AFF TO MATCH DOORS.

4'-0" WIDE X 5'-0" HIGH FIXED WINDOW SYSTEM TO MATCH FINISH OF DOOR FRAMES. MOUNT BOTTOM OF WINDOW 36" AFF FROM FLOOR- ALIGN TOP OF WINDOW WITH TOP OF EXISTING DOORS.

30. NEW MILLWORK. SEE MATERIALS LEGEND FOR FINISHES. PROVIDE GARBAGE DISPOSAL AT BREAK ROOM SINKS. SEE PLUMB DRAWINGS. 31. REFRIGERATOR, MICROWAVE OR VENDING MACHINE BY TENANT.

1 14

36'-0"

4'-0"

107

JAN

108

3-B AD-1

OFFICE WOMENS

WRHS WOMENS

113

114

16'-5"

OFFICE 109

NETWORK

111

24'-4"

8 ATD-1 AD-2

27'-5" 2'-0"

9'-11" 5'-9" C

OPEN OFFICE

112

115

48'-0"

15'-4"

OFFICE MENS

WRHS MENS

4'-3"

EXIT

OFFICE 110

14'-0"

7'-8"

STAIR #2

STAIR #2 118

20 8 ATD-1 AD-2

118

820 ATD-1 AD-2

8" 4'-10"

4'-0"

11'-0"

4'-0"

27 11'-0"

4'-0"

7'-2"

3'-10"

4'-0"

11'-0"

4'-0"

13'-9"

5'-9"

35'-5"

6'-6"

7'-9"

15'-3"

20'-8"

45'-9"

50'-0"

3'-0"

815 ATD-1 AD-2

50'-0"

5'-10"

29'-

5'-9"

E= NC

IST

TIO

4" RA 86'- SEPA 1/3

21 C

6'-0"

12'-7" 4'-3"

A A2-3

105

OCCUPANCY: A-1 AREA: 328 S.F. 1/15 OCC. LOAD OCCUPANT LOAD: 22 OCCUPANTS (2) EXITS REQUIRED (2) EXITS PROVIDED 23'-0" B

2'-0"

79'-5"

5 A3-1

3-C AD-1

106

LOBBY

21 30

CONFERENCE ROOM

23'-2"

23 26'-2" 3-A AD-1

14'-7"

R 31

2 A3-1

MW MW

201

OCCUPANCY: B AREA: 2,854 S.F. 1/100 OCC. LOAD OCCUPANT LOAD: 29 OCCUPANTS (2) EXITS REQUIRED (2) EXITS PROVIDED

31 OCCUPANCY: A-1 AREA: 459 S.F. 1/15 OCC. LOAD OCCUPANT LOAD: 31 OCCUPANTS (2) EXITS REQUIRED (2) EXITS PROVIDED

EXIT

8'-0"

3'-0" 48'-0"

OPEN OFFICE 42'-6"

47'-1"

IO 4" RAT 86'- SEPA 1/3

3 A3-1

29'-

CE=

AN IST

119

BREAKROOM

36 DIS '-8" S TAN EP CE ARA PR TION OV IDE D

EXISTIN CABLE RAIL GUARDRAIL

WAREHOUSE BREAKROOM

117

44'-6" SEPARATION DISTANCE PROVIDED

3-C AD-1

MW MW

EXIT

STAIR #1 819 ATD-1 AD-1

116

16'-0"

3-B AD-1

23'-0"

21'-10"

4'-0"

17'-11" 85

31'-9"

EXISTING CABLE RAIL- SEE SHELL BUILDING SET

3-A AD-1 TOP OF DRYWALL SOFFIT AT 15'-0" AFF.

OPEN TO BELOW

4'-3"

4'-0"

117

819 ATD-1 AD-1

31'-9"

818 ATD-1 AD-2

7'-6"

EXIT

STAIR #1

17'-11"

36'-0"

19'-9"

4'-6"

6'-11"

818 ATD-1 AD-2

56'-0" 4'-6"

27'-3"

56'-0"

2'-2"

EXIT

5'-2"

NEW INTERIOR PARTITION: USE 5/8" TYPE "X" GYP. BD. EA. SIDE OF MIN. 20 GA 3-5/8" STEEL CHANNELS STUDS @ 16" O.C. TO MIN. 6 " ABOVE CEILING ASSEMBLY, OR TO UNDERSIDE OF CEILING JOISTS. PROVIDE R-11 SOUND BATT INSULATION. ALL METAL STUDS SHALL CONFORM TO STEEL STUD MANUFACTERER'S ASSOCIATION (SSMA) ICC-ESR 3064P. SEE STRUCTURAL SHEET SD-1. 8" MIN SCREW SPACING AROUND PERIMETER WITH 16" MIN SPACING IN FIELD.

18. ANY GLAZING WITHIN 24" OF A DOOR SWING SHALL BE TEMPERED.

24. BUILDING COLUMN. WHERE COLUMNS OCCUR WITHIN OFFICE SPACE, PROVIDE GYP. BD. FURRING O/ STEEL FURRING CHANNELS AT NEW WALL CONSTRUCTION AND INSIDE OFFICE SPACES.

4'-3"

EXISTING 42" HIGH WOOD FRAMED GUARDRAIL PER SHELL BUILDING SET.

15'-11"

KEYNOTES EXISTING EXTERIOR PERIMITER WALL - CONCRETE TILT-UP PANEL

11'-0"

WALL LEGEND

TRAVEL LENGTH 105'-2" EXIT PERMITTED THROUGH S-1 GROUP OCCUPANCIES PER SECTION 1016.2.2

EXIT

ENLARGED MEZZANINE PLAN- 3,001 SF

ENLARGED GROUND FLOOR PLAN- 3,609 SF

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

C A4-3

A A4-3

A A4-1

16 AD-3

C A4-3

D A4-3

D A4-4

6'-0"

14'-0"

6'-0" 6'-0"

14'-0"

SIM A A3-2

14 D A4-4

6'-0"

23 C A4-4

B A4-4

A B A4-2 A4-2

42'-6"

B A4-3

D A4-4

C A4-4

1'-6"

B A4-4

1'-0"

A A4-2

3'-0"

4'-0"

B A4-2

18"

1'-6" SYM

4'-0" SYM

A A3-2

42'-6"

00000

6'-0"

14'-0"

1'-6" 1'-6" 4'

6'-0"

NORTH ELEVATION SCALE: 1" = 20'-0"

FINISH SCHEDULE A

B A3-2

280'-11"

KEYNOTES

1. PAINTED CONCRETE TILT-UP PANELS.

2. LIGHT ACCENT COLOR -

COLORLIFE CL 3233 M CAPRICORN

2. PAINTED CONCRETE RAMP WALL. TOP OF WALL TO BE 42" ABOVE FINISH SURFACE ON ADJACENT SIDE.

3. DARK ACCENT COLOR -

COLORLIFE CL 3235D ROCK BOTTOM

4. ACCENT COLOR -

COLORLIFE CL 3236A ESTATE

3. STOREFRONT: CLEAR ANODIZED 2" X 4.5" MIN. OFF-SET GLAZING SYSTEM BY UNITED STATES ALUMINUM CORPORATION OR APPROVED EQUAL. EXCEPT AT OFFICE AREA, USE 1/4" MONOLITHIC GLAZING WITH COATED SIDE ON INTERIOR (SEE FINISH SCHEDULE THIS SHEET). PER FINISH SCHEDULE, OFFICE AREA GLAZING SHALL BE 1" INSULATED. SPANDRAL GLAZING SHALL BE ACHIEVED WITH A BLACK SILICONE OPACI-COAT ON GLAZING. 'T' INDICATES TEMPERED GLAZING. ALL GLAZING TO BE HEAT TREATED. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND GLASS SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIAL. CONTRACTOR TO COORDINATE LONG LEAD GLASS ORDERS WITH CONSTRUCTION SCHEDULE TO MINIMIZE IMPACT ON OVERALL COMPLETION DATE.

3-HR RATED WALL 19

1 3-HR AD-3

6'-0"

14'-0"

6'-0"

A A4-3

A A4-1

B A4-5 4'-0" 1'-6" 1'-6"

B A4-3

42'-6"

1'-6"

D A4-4

4'-0"

A A4-2

42'-6"

4'-0"

B A4-2

000

COLORLIFE CL3211W WASH BASIN

1. BASE ACCENT COLOR -

5. STONE- BRICK MATERIAL

COLOR: METROBRICK - PARKWAY

6. GLASS TYPE #1:

OUTSIDE LITE: 1/4" PPG SOLARCOOL PACIFICA, REFLECTIVE #2 INSIDE LITE: 1/4" SOLARBAN 60 #3 CLEAR SHADING COEFFICENT: 0.17 / SOLAR HEAT GAIN COEFFICENT: 0.15 U-FACTOR WINTER NIGHTTIME: 0.29 / U-FACTOR SUMMER DAYTIME: 0.27

7.GLASS TYPE #2

OUTSIDE LITE: 1/4" PPG SOLARCOOL PACIFICA, REFLECTIVE #2

8. GLASS TYPE #3:

1/4" PPG SOLARCOOL PACIFICA, REFLECTIVE #2 - W/ SPANDREL COATING USE: ICD COATINGS OPACI-COAT COLOR 3-820 HARMONY GRAY. G.C. TO SUBMIT GLASS SAMPLES FOR ARCH. APP'L:

4. PRIMARY BUILDING ENTRANCE - ACCESSIBLE PER ADA & T-24 GUIDELINES. STOREFRONT DOORS W/ TEMPERED GLAZING. PROVIDE SIGNAGE PER DETAIL 9 / AD-1. 5. 2" WIDE X 3/4" DEEP HORIZONTAL / VERTICAL REVEAL IN CONCRETE WALL PANEL. 6. PAINTED 3'-0" X 7'-0" METAL MAN DOORS. SEE DOOR SCHEDULE. 7. PANEL JOINTS PER STRUCTURAL DRAWINGS. 8. PAINTED 9'-0" X 10'-0" DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE. 9. PAINTED 12'-0" X 15'-0" GRADE LEVEL VERTICAL LIFT METAL TRUCK DOOR ASSUMBLY. SEE DOOR SCHEDULE. 10. 12'-0" MIN CONCRETE TILT-UP SCREEN WALL PAINTED TO MATCH BUILDING.

GENERAL NOTES

WEST ELEVATION SCALE: 1" = 20'-0"

1. NO TENANT SIGNAGE IS PROPOSED FOR THE PROJECT AS PART OF THIS APPLICATION.

11. 10'-0" X 4'-0" STORM RESISTANT VERTICAL LOUVER W/ BIRD SCREEN & MIN. 1" THK. PLEATED PAPER FILTERS FOR MECHANICAL MAKE-UP AIR. PAINT TO MATCH BUILDING.

2. SEE STRUCTURAL DRAWINGS FOR CONSTRUCTION OF FUTURE KNOCK-OUT-PANELS (K.O.P.).

12. APPROXIMATE FINISH GRADE.

3. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O.

13. WALL MOUNTED LIGHT FIXTURES. CENTER FIXTURE IN PANEL WHERE POSSIBLE. SEE ELECTRICAL DRAWINGS FOR FINAL LOCATIONS AND MOUNTING HEIGHTS.

4. ALL PAINT FINISHES TO BE FLAT U.N.O., 2-COATS ACRYLIC FLAT, SPRAY ON PRIMER W/ BACK ROLL, SPRAY ON (2) FINISH COATS. PRIME ALL CURBS TO RECEIVE PAINT. PRE WASH BUILDING WITHIN 24 HOURS OF PAINTING.

SIM A A3-2

6'-0" D A4-4

A A4-4

A A4-2

B A4-2

16.INTERIOR ROOF DRAIN AND OVERFLOW DRAIN. UPSIZE DRAIN ALONG HORIZONTAL RUNS PER CPC. SEE ROOF PLAN FOR ADDITIONAL INFORMATION. 17. NOT USED.

7. ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED AND WEATHERSTRIPPED TO WITHSTAND 90 MPH EXPOSURE C WINDS. 4'-0"

B A4-3

3'-0"

C A4-3

1'-0"

A A4-3

1'-6"

14'-0"

1'-6"

A A4-3 1'-6"

1'-6"

A A4-5

1'-6"

6'-0" D A4-4

15. 4'-0" X 9'-0" HORIZONTAL STORM RESISTANT LOUVER W/ BIRD SCREEN @ MIN. 1" THK. PLEATED PAPER FILTERS FOR MECHANICAL MAKE UP AIR. PAINT TO MATCH BUILDING.

6. AT SPANDREL GLAZING CONDITIONS AGAINST CONCRETE WALL PANELS, PROVIDE ONE 3/4" DIA HOLE THROUGH CONC. WALL PANEL BEHIND EACH 20 SF OF SPANDRAL GLAZING - MIN. ONE HOLE PER PANE. ALLOW FOR AIR MOVEMENT BEHIND GLAZING AND MULLIONS.

B 5

14. THIN BRICK - APPROX. 1/2" THICK - EMBEDDED INTO THE CONCRETE TILT-UP PANEL WITH SCOTT "BRICKSNAP" SYSTEM. THIN BRICK BY METROBRICK BRICK SIZE IS STANDARD 2X8 AND "PARKWAY" IN COLOR, SMOOTH IN TEXTURE WITH LIGHT GRAY GROUT TO MATCH PILASTERS ON SITE PERIMETER. BRICK PATTERN TO BE RUNNING BOND.

5. STOREFRONT AND CURTAINWALL CONSTRUCTION: GLASS, ATTACHMENTS, MULLIONS, AND LINTELS SHALL BE DESIGNED TO RESIST 90 MPH EXPOSURE 'C' WINDS. CONTRACTOR SHALL DESIGN ALL CONNECTIONS AND SUBMIT TO CITY & ARCHITECT FOR APPROVAL. PROVIDE BUSHINGS BETWEEN ALL DISSIMILAR METALS TO PREVENT ELECTROLYSIS.

18. PREFABRICATED STEEL WINDOW TRELLIS. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS PRIOR TO FABRICATION. SEE DETAIL 13/AD-5.

8. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL WITH SELECTED COLORS AND ALLOW BOTH THE OWNER AND ARCHITECT TO APPROVE PRIOR TO PAINTING THE REMAINDER OF THE BUILDING.

19. LINE INDICATES ROOF DECK BEYOND.

10. THE PERIMITER SEALS OF STOREFRONT UNITS SHOULD BE IN PLACE PRIOR TO PAINTING OF THE CONCRETE.

20. 18" HIGH ADDRESS NUMBERS FIXED TO FACE OF CONCRETE WALL PANEL. MANUF: SIGNATURE SIGNS, PLASTIC FACE NUMBERS WITH CONTINUOUS ALUMINUM RETAINER. SEE ELECTRICAL DRAWINGS FOR POWER SUPPLY. SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL. CONTRACTOR TO CONFIRM BUILDING ADDRESS PRIOR TO INSTALLATION. COORDINATE FINAL LOCATIONS WITH ARCHITECT, FIRE AND POLICE DEPT.

11. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE SLATTED FENCE AND CONCRETE BASE FOR GRAFFITI ABATEMENT AND MAINTENANCE (ALL EXTERIOR AND INTERIOR SIDES).

21. 9'-0" HIGH ROLLING BLACK TUBE STEEL GATES AT TRUCK COURT ENTRANCE W/ 80% SCREENING. PROVIDE KNOX PADLOCK PER FIRE DEPT. SEE DETAIL 4/AD-4.

42'-6"

9. FLOOR SLAB MAY SLOPE - SEE CIVIL DRAWINGS. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS TO COMPENSATE FOR SLOPING FLOOR.

22. INTERIOR ROOF DRAIN W/ EXTERIOR SCUPPERS. 23.PAINTED SHEET METAL CORNICE AT PARAPETS, SEE DETAIL 16/AD-3. B

24. "FIRST" LOGO DEPRESSED INTO CONCRETE PANEL BY 3/4". SEE DETAIL 16/AD-5.

EAST ELEVATION SCALE: 1" = 20'-0"

B A4-1

C A4-2

A A4-1

6'-0"

13'-0"

6'-0"

C A4-1

A A4-3

A A4-5

42'-6"

1'-6"

16 AD-3

1'-6"

D A4-2

B A4-5

3'-0"

SOUTH ELEVATION SCALE: 1" = 20'-0"

American Security Products

50'-4 1/2" 4'

26'-0" 4'

16'-4 1/2"

18'-0"

320'-0"

59'-7 1/2"

31'-7 1/2"

16'-0"

28'-0"

8'-0"

16'-0"

60'-0" 8'-0"

50'-0"

8'-0"

41'-0"

50'-0"

48'-0"

7 50'-0"

28'-0"

47'-9"

16'-10" 4'

SIM. 19 AD-5

3' 3'-5"

16'-0"

15B AD-1

EXIT

16'-0"

4' 2'-6" 4' 4'-9"

18'-0"

34'-6"

3 AD-1

1 3

34'-6"

30'-0"

EXIT

51'-0"

52'-0"

8'-0"

48'-0"

52'-0"

16'-0"

EXIT

23'-3"

EXIT 4'

EXIT

3' 3'2'-3" 6'-6" 3'

4' 6 16

VESTIBULE

102

FIRE ALARM CONTROL PANEL ROOM 103

WAREHOUSE

CONSTRUCTION TYPE III-B OCCUPANCY: S-1 / B OCCUPANT LOAD: 246 REQUIRED EXIT WIDTH: 246 X 0.2 = 50" EXIT WIDTH PROVIDED: 504"

5'-0"

8'-0"

16'-0"

5'-0"

4 3 AD-1

9'-0"

EXIT

8'-0"

2' 2'

9'-0"

16'-0"

325'-0"

100 38'-5"

RAMP UP

52'-0"

22'-0"

EXIT

7'-4"

325'-0"

A A2-3

9'-0"

52'-0"

12'-0"

C A2-3

101 20

23 TYP

52'-0"

ELECTRICAL ROOM

38'-0"

39'-5"

52'-0"

14 13

5 15

8'-0"

EXIT

3'-9 14"

16'-0"

27'-3"

4' 2'

EXIT

2' 2' 3' 4'

17 AD-1

9 F

RD 23

26'-6"

9'-0"

32'-0" CLEAR HEIGHT AREA

9'-0"

12 13'-9"

52'-0"

4'-9" 3'

9'-0" 2' 2'

EXIT

9'-0"

30'-6"

6'-1"

19 AD-5

30'-6"

15A AD-1 15

EXIT

3' 4'

EXIT

EXIT H

2'-5"

40'-6" 60'-0"

16'-6"

30'-6"

60'-0"

50'-0"

16'-6"

50'-0"

270'-0" 1.9

5 3 HOUR RATED WALL = 270'-0"

52'-0"

TYP

52'-0"

50'-7"

9'-0"

FLOOR SLAB SLOPES SEE CIVIL DRAWINGS

9'-0"

52'-0"

9'-0"

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

WINDOW SCHEDULE 1

20 AD-2

2'-0" WIDE X 8'-0" HIGH X 1/4" THK. FIXED TEMPERED WINDOW IN ALUM FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" AFF TO MATCH DOORS.

4'-0" WIDE X 8'-0" HIGH X 1/4" THK. FIXED TEMPERED WINDOW WITH STOREFRONT FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" AFF TO MATCH DOORS.

4'-0" WIDE X 4'-0" HIGH X 1/4" THK. SLIDING TEMPERED WINDOW WITH STOREFRONT FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" AFF TO MATCH DOORS.

5'-9"

INTERIOR PARTITION: USE 5/8" TYPE "X" GYP. BD. EA. SIDE OF MIN. 20 GA 3-5/8" STEEL CHANNEL STUDS @ 16" O.C. TO MIN. 6" ABOVE CEILING ASSEMBLY, OR TO UNDERSIDE OF CEILING JOISTS. PROVIDE R-11 SOUND BATT.

42" HIGH WOOD FRAMED STAIR GUARDRAIL W/ GYP. BOARD FINISH AND STAINED HARDWOOD CAP

ELECTRICAL ROOM BLOW-UP

1.3 4'-0"

4'-0"

1.7

50'-4 1/2" 4'-0"

18'-0" 6'-0"

4'-0"

6'-0"

2 4'-0"

16'-0"

6'-0"

8'-0"

16'-0"

8'-0"

4'-0"

1.3 4'-0"

4'-0"

7. UNDERSLAB SEWER LINE. SEE PLUMBING DRAWINGS.

8. SEE SPRINKLER DRAWINGS FOR FINAL LOCATIONS OF SPRINKLER HEADS.

8. INTERIOR WALL CONSTRUCTION PER WALL LEGEND. PROVIDE WALL BASE ON WAREHOUSE SIDE OF ALL GYP. BD. WALLS.

6'-0"

15. NEW MILLWORK. SEE MATERIALS LEGEND FOR FINISHES. PROVIDE GARBAGE DISPOSAL AT SINK. SEE PLUMB DRAWINGS.

13. THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACE UNDER ENCLOSED AND UNENCLOSED STAIRS SHALL BE PROTECTED BY -HR FIRE-RESISTIVE-RATED CONSTRUCTION OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY ENCLOSURE, WHICHEVER IS GREATER. CBC SECTION 1009.9.3.

16. REFRIGERATOR, MICROWAVE OR VENDING MACHINE BY TENANT.

14. FIRE-RESISTIVE ASSEMBLIES FOR THE PROTECTION OF OPENINGS, WHEN REQUIRED BY THE BUILDING CODE SHALL COMPLY WITH BUILDING CODE 713.

18. WHERE NOTED AT MEZZANINE T-BAR CEILING, PROVIDE R-11 BATT BATT INSULATION OVER THE T-BAR CEILING. THIS SHALL NOT CONSTITUTE THE THERMAL T24 ENEVELOPE - SEE KEYNOTE 12.

15. SEE THE CONTRACTOR'S SPECIFICATIONS ON SHEET A1-4 FOR ADDITIONAL REQUIREMENTS.

19. PROVIDE NEW R-30 INSULATION AT THE UNDERSIDE OF ROOF DECK OVER OFFICE AREA, SEE MECHANICAL DRAWINGS.

1.7

1.9 4'-0"

6'-0"

8'-0"

17'-5"

10 A

17 AD-6

6'-3 1/2"

A A2-6

8 AD-6

17'-0"

5'-0"

12'-6"

106

2 AD-5

12'-1"

8'-6" CLR

UNISEX

112

113

2'-7"

WOOD FRAMING PER STRUCTURAL

UNISEX

114

115

B A2-6

19-OCCUPANTS D

A A2-5

5'-0" CLR

8'-6" CLR

10'-0" CLR

15'-1"

1.6

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

1.7

PER SECTION 11B-226 DINING SURFACES. AT LEAST 5% OF COUNTERS AND SEATING SPACES SHALL BE ACCESSIBLE

50'-4 1/2"

FIRST FLOOR OFFICE PLAN

1.3

116

201

BREAK

3'-8"

8'-8 1/2"

STAIR

7'-1"

EXIT

14'-10"

16 UNDERCUT DOOR 1"

5'-0"

18'-2"

8'-0" 52'-0"

8'-0"

107

17 AD-6

4'-0"

9'-4"

117

1 A2-5

SIM

8'-0"

16'-0"

OFFICE

4'-6" C 50'-4 1/2"

JANITOR

111

18'-2"

8'-0" 4'-0" 4'-6" C

1.7

110

20-OCCUPANTS

17 AD-6

118

108 HALLWAY

8'-6" CLR

33'-10"

8'-0"

7 AD-6

SERVER

109

STORAGE

5'-0"

16'-0"

21'-6"

STAIR

B CONFERENCE ROOM

HALLWAY

52'-0"

5 AD-6

UP 9'-6"

8'-0"

16'-0"

4 AD-5

STAIR

4'-0" 4'-0"

B A2-6

8'-0"

4 AD-5

5'-0"

9'-6"

201

16'-0"

11-OCCUPANTS

3'-10"

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

29'-9"

9'-0"

34'-6" 18'-0"

42 6'-3 1/2"

8'-0"

3'-3"

EXIT

.7'

109 EXIT

8'-0"

105

34'-2 4"

SECOND FLOOR OFFICE PLAN

OPEN OFFICE AREA

C 16A AD-6

WOOD FRAMING 9 PER STRUCTURAL

104

'-0

') =

(77

4'-5"

8'-0"

RECEPTION

11'-7"

8'-8 1/2"

1/3

4'-0"

7 AD-6

8 AD-6 8'-9 1/2"

STAIR

2 AD-5

8'-0"

9'-0"

A A2-6

4'-0"

29'-9"

9'-0"

34'-6" 18'-0"

6 AD-6

200 29-OCCUPANTS

4'-0"

8'-0"

EXIT

2 AD-5

OPEN OFFICE AREA

16'-0"

8'-0"

A.3

4 AD-6

8 2

OPEN DUCT CHASE

22. NEW 6" 2500 PSI CONCRETE FILLED GUARDPOST PAINTED SAFETY YELLOW - TYPICAL AT ALL INTERIOR FIRE RISER LOCATIONS (TWO), EXPOSED PIV'S, SECTIONAL VALVES, FIRE HYDRANTS, AND ELECTRICAL TRANSFORMERS ON SITE OR EXPOSED IN THE WAREHOUSE.

16'-0"

21. HVAC UNIT W/ FACTORY CURBS PER MECHANICAL DRAWINGS. WOOD FRAMED LEVELING PLATFORM AND UNDER-DECK STRUCTURAL FRAMING PER STRUCTURAL DRAWINGS.

24. 1-HR RATED GYP. BD. CEILING (2) LAYERS TYPE X GYP. BD. O/ WOOD STAIR STRINGERS.

4'-0"

3'-3"

15'-0"

20. PROVIDE NEW 5/8" GYPSUM BOARD HARDLID CEILING O/ METAL CEILING JOISTS PER STRUCTURAL DRAWING.

2 AD-1 6

4'-0"

17. NEW SUSPENDED T-BAR CEILING SYSTEM @ 10'-0" A.F.F. U.N.O. - SEE CEILING LEGEND AND DETAILS.

4'-0"

4'-5"

OPEN DUCT CHASE

4'-0" 4'-0"

A.3

13. BUILDING COLUMN. WHERE COLUMNS OCCUR WITHIN OFFICE SPACE, PROVIDE GYP. BD. FURRING O/ STEEL FURRING CHANNELS AT NEW WALL CONSTRUCTION AND INSIDE OFFICE SPACES.

23. PROVIDE SIGN (TWO LOCATIONS) SHOWING THE MAX. ROOM OCCUPANCY (00). SIGN SHALL COMPLY WITH 2016 CBC SECTION 1004.3 AND SHALL BE MAINTAINED IN PLACE BY BUILDING OWNER / OCCUPANT.

6'-0"

A 4'-0"

4'-0"

A 6

12. NEW WOOD FRAMED STAIR. PROVIDE BRUSHED ALUINUM PIPE HANDRAILS AND SUPPORT BRACKETS.

14. TOP OF ELECTRIC ROOM BELOW. PROVIDE "NO STORAGE ABOVE" SIGNAGE ON PERIMETER WALLS FACING WAREHOUSE.

6 A

11. NEW WOOD FRAMED STAIR WITH WOOD FRAMED GUARDRAIL ASSEMBLY. PROVIDE PAINTED STEEL PIPE HANDRAILS.

12. ALL WATER HEATERS ARE TO BE STRAPPED TO A WALL IN TWO PLACES. ONE SHALL BE AROUND THE UPPER 1/3 OF THE TANK, AND ONE SHALL BE IN THE LOWER 1/2 OF THE TANK. THE LOWER POINT SHALL BE A MIN. OF 4" ABOVE THE CONTROLS.

18'-0"

8'-0"

10. FURRING OVER CONCRETE WALLS PER WALL LEGEND.

11. THE LIVE LOAD FOR WHICH THE MEZZANINE FLOOR IS DESIGNED SHALL BE POSTED IN EACH ROOM.

50'-4 1/2" 4'-0"

9. MEZZANINE SHEAR WALL ASSEMBLY. SEE WALL LEGEND AND STRUCTURAL DRAWINGS.

16. REPAIR ALL FLOOR SLAB CUTS WITH NEW 4,000 PSI 7" THK. CONCRETE SLAB O/ COMPACTED BASE. REPAIR VAPOR BARRIER WHERE DAMAGED. PROTECT EXISTING SLAB REINFORCING BARS IN PLACE, OR REPLACE WITH MATCHING. ANY REMOVAL AND REPLACEMENT OF THE CONCRETE SLAB SHALL MEET THE REQUIREMENTS OF THE EXISTING SLAB. TRENCH BACKFILL SHALL BE COMPACTED TO 95% ASTM D-1 557 MAXIMUM DRY DENSITY. DOWEL THE NEW CONCRETE PATCH TO THE EXISTING SLAB PER THE STRUCTURAL DRAWINGS. USE 4000 P.S.I. (AT 28 DAYS) CONCRETE FOR THE POUR BACK. ANY TRENCH PATCHING IN THE WAREHOUSE AREA SHALL HAVE A 1/8 INCH RADIUS EDGE. PRIOR TO POURING CONCRETE, STONE THE EXISTING SAWCUT EDGE WITH AN ABRASIVE BRICK OR OTHER METHOD TO APPROXIMATE A 1/8 INCH RADIUS EDGE.

ONE HOUR WALL ASSEMBLY 5/8" TYPE X GYP BD EACH SIDE OF 6" STEEL (OR 2X WOOD) STUDS AT 16" O.C.TO UNDERSIDE OF CEILING JOISTS. CONSTRUCT PER CBC TABLE 721.1(2) ITEM 13-1.1: 0.018 INCH (0.46MM) (NO. 25 CARBON SHEET STEEL GAGE) CHANNEL-SHAPED STUDS 24. (610 MM) ON CENTER WITH ONE FULL-LENGTH LAYER OF 5/8. (15.9 MM) TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY ATTACHED WITH 1" (25MM) LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8. (203MM) ON CENTER AROUND THE PERIMETER AND 12. (305MM) ON CENTER ON THE INTERMEDIATE STUD. THE WALLBOARD MAY BE APPLIED HORIZONTALLY WHEN ATTACHED TO 35/8. (92MM) STUDS AND THE HORIZONTAL JOINTS ARE STAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZONTAL APPLICATION SHALL BE 8. (203 MM) ON CENTER AT VERTICAL EDGES AND 12. (305 MM) ON CENTER AT INTERMEDIATE STUDS.

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

6. STOREFRONT GLAZING SYSTEM, SEE ELEVATIONS.

7. SEE ELECTRICAL DRAWINGS FOR FINAL LOCATIONS OF LIGHT FIXTURES.

10. CONTRACTOR TO FIELD VERIFY AND PROVIDE IF REQUIRED. TACTILE EXIT SIGNS: TACTILE ( RAISED CHARACTER AND BRAILLE) EXIT SIGNS ARE REQUIRED ON THE WALL ADJACENT TO THE LATCH SIDE AT 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN AT: a.) EACH GRADE-LEVEL EXTERIOR EXIT DOOR. b.) EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP. c.) EACH EXIT DOOR THAT LEADS DIREECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. b.) EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN AND EACH EXIT DOOR THROUGH A HORIZONTAL EXIT.

12" WIDE PLUMBING WALL: PROVIDE TWO ROWS (STAGGERED) MIN. 20 GA 3-5/8" STEEL CHANNEL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. BOTH SIDES.

EXIT

103

5. GRADE LEVEL ACCESS TRUCK DOOR.

6. SEE MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF AIR REGISTERS.

5'-7"

FIRE ALARM CONTROL PANEL ROOM

4'-6"

102

4. ILLUMINATED EXIT SIGN PER 2013 CBC REQUIREMENTS. PROVIDE SECONDARY POWER SOURCE FOR EXIT SIGNS. ALL EXITS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOTCANDLE AT FLOOR LEVEL WHEN BUILDING IS OCCUPIED PER CBC 1006.2. EMERGENCY LIGHTING SHALL PROVIDE INITIAL ILLUMINATION OF 1 FOOTCANDLE AVERAGE AND A MIN. OF 0.1 FOOTCANDLE AT ANY POINT ALONG THE EGRESS PATH.

5. WHERE OR NOT SHOWN, PROVIDE WALL BRACING AS REQUIRED PER DETAILS.

9. ALL RETURN AIR SHALL BE DUCTED.

WOOD SHEAR WALL PER STRUCTURAL DRAWINGS: USE 5/8" TYPE "X" GYP. BD. EA. SIDE OF WALL. GYP. BOARD MAY STOP AT 6" ABOVE CEILING IN THE PLENUM SPACE AT NON-RATED CONDITIONS. PROVIDE R-13 BATT INSULATION.

VETSIBULE

EXIT

FULL HEIGHT PARTITION TO UNDERSIDE OF MEZZANINE / ROOF DECK: 5/8" TYPE X GYP. BD. EA. SD. OF MIN. 800S200-43 STEEL CHANNEL STUDS @ 24" O.C. TO UNDERSIDE OF FLOOR / ROOF DECK ABOVE (SEE STRUCTURAL DRAWINGS FOR FINAL STUD SIZING). TOP OF GYP. BD. ON OFFICE SIDE OF STUDS ONLY TO 6" ABOVE T-BAR CEILING. CONTINUE GYP. BD. ON WAREHOUSE SIDE OF STUDS ONLY UP TO UNDERSIDE OF ROOF DECK. PROVIDE CONT. HORIZONTAL STEEL STRAPS @ 8' O.C. ON OFFICE SIDE OF STUDS ABOVE CEILING. PROVIDE R-22 BATT INSULATION FROM FLOOR TO UNDERSIDE OF ROOF DECK AND SECURE BETWEEN STUDS PER MANUFACTURER'S RECOMMENDATIONS.

4 AD-5

3. CONCRETE FLOOR SLAB, SEE STRUCTURAL DRAWINGS.

4. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS REGARDING SUSPENDING EQUIPMENT AND CEILINGS FROM EXISTING ROOF STRUCTURE.

3. ANY GLAZING WITHIN 24" OF A DOOR SWING SHALL BE TEMPERED.

FURRING AT CONCRETE TILT-UP PANEL: USE 5/8" TYPE "X" GYP. BOARD O/ 20 GA 3-5/8" STEEL CHANNEL STUDS @ MAX. 24" O.C. TO MIN. 6" ABOVE THE CEILING ASSEMBLY. PROVIDE R-13 FOIL FACED BATT INSULATION BETWEEN FURRING STUDS. INSULATION TO EXTEND TO UNDERSIDE OF THERMAL ENVELOPE - EITHER UNDERSIDE OF CEILING JOISTS OR UNDERSIDE OF ROOF DECK WHERE APPLIES.

2. MEZZZANINE FLOOR DECK: 1-1/2" 2500 PSI MIN. GYPCRETE OVER PLYWOOD DECK. SEE STRUCTURAL DRAWINGS.

33'-10"

1. ACCESSIBLE PRIMARY ENTRANCE DOOR W/ LEVEL CONCRETE LANDING W/ MAX. CROSS SLOPES NOT EXCEEDING 1/4" PER FOOT. SEE DETAIL 2/AD-1 FOR EXISTING SIGNAGE.

2. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILING AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 709 & 710.

EXTERIOR PERIMITER WALL - 1" INSULATED LOW E GLASS & GLAZING SYSTEM. SEE ELEVATIONS FOR GLAZING SPEC.

KEYNOTES

SEE SHEET A2-1 FOR ADDITIONAL GENERAL NOTES.

18'-8"

1 AD-5

GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, STRUCTURAL GRID LINE, OR CENTERLINE OF STUD/COLUMN U.N.O.

EXTERIOR PERIMITER WALL - CONCRETE TILT-UP PANEL PER STRUCTURAL DRAWINGS

26'-0"

2 AD-5

101

SEE DETAILS FOR ADDITIONAL NOTES

FRAMING REQUIREMENTS ON THE STRUCT. DRAWINGS ARE TO SUPERCEDE THIS SCHEDULE.

4'-0" WIDE X 4'-0" HIGH X 1/4" THK. FIXED TEMPERED WINDOW WITH STOREFRONT FRAME SYSTEM TO MATCH DOOR FRAMES. HEADER HEIGHT AT 8'-0" AFF TO MATCH DOORS.

ELECTRICAL ROOM

WALL LEGEND:

A 12'-6"

8'-8 1/2"

1.8

D A4-2

SIM. 1'-3"

1'-3"

B A4-2

A A4-4

C A4-4

B A4-4

2'-6"

1'-3"

SIM. 2'-6"

B A4-2

2'-6"

D A4-4

1'-3"

42'-6"

40'-0"

0000

EQUAL

16'

11 AD-5

16'

EQUAL

11 AD-5

10'-0"

15'

LINE OF MEZZANINE

12 AD-5

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

42'-6"

A A4-4

B A4-2

D A4-1

F C A4-2

C A4-1

A A4-1

B A4-1

1'-3"

36'-3"

40'-0"

C A4-4

2'-6"

B A4-4

SIM.

2'-6"

15'

LINE OF MEZZANINE

12 AD-5

11 AD-5

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

C A4-3

A A4-3

2 1'-6"

37'-6"

2'-6"

37'-6"

1'-3"

B A4-3

1'-3"

1.9

D A4-3

1'-6"

21' 3

17'

21'

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

B A4-2

D A4-2

C A4-2

B A4-2

D A4-4

37'-6"

40'-0"

2'-6"

16'

4' 15

16'

15.13'

12.94'

16'

4' 7

16'

12.94'

15.5'

16'

4' 12.5'

4.75'

1 14

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

Seoul Ferry Terminal

Wilshire Garden

8 104.8

GRANITE

TENANT OFFICE

BUILDING DIRECTORY

DN HC RAMP

PARKING ENTRY

104 MECH

103.7

SECURITY DESK

103

102 UP

101 4

PROPOSED 1ST FLOOR PLAN 1/8" = 1'-0" SIZE SCALE 1' 2' 3' 4' 5' 10' 15' 20'

LEGEND - PROPOSED

EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

25' 30'

40'

S 50'

CHARLES COMPANY 9034 WEST SUNSET BOULEVARD WEST HOLLYWOOD, CA 90069 ARMAN MOBILE: 310 951 5408, OFFICE: 310 247 0900

PROJECT START DATE

mobile: fax: email:

310-279-3393 323-663-8832 mervel@studioslab.com

Mobile: 818 209 6001 Email: len.kristensen@gmail.com

Kristensen Enterprises Inc. 4510 Coolhaven Ct Westlake Village, CA 91361

LEONARD KRISTENSEN

SECURITY DESK

1431 Ewing Street Los Angeles, CA 90026

106.4

GENERAL CONTRACTOR:

VALET OFFICE

ARCHITECT:

REBECCA

Studio Slab Inc. Martin Roy Mervel, AIA

107 26'-9"

108 M OF

9111 WILSHIRE BOULEVARD BEVERLY HILLS, CA 90210

A-3.02

L E

ARMAN & MARK GABAY

K N

RENEWAL DATE

F CA L I

12-31-2017

25'-2"

PROJECT SITE ADDRESS:

105 TJ

COMMERCIAL TENANT IMPROEMENT

FREIGHT

TH 18'-0"

WILSHIRE GIBRALTAR

33'-6"

13'-10"

TG 7'-4"

87'-6"

22'-6"

TF 13'-6"

PROPERTY OWNER INFORMATION:

18'-0"

1/13/2017 1ST CONCEPT PRESENTATION

22'-6"

18'-0"

27'-3"

22'-6"

140'-2"

22'-6"

Proposed Plan MARTIN MERVEL

D ARCH SE IT EN

T EC

13'-10"

Design

100'-0"

C-19398

A O

A-3.01

107.8

STORAGE

106 UP

TERRAZZO GARDEN WALL

PROPOSED FLOOR PLAN

PRINTED ON: JAN 13, 2017

A-1.01 Stu

ign

Elevation

n Presentation

Bellagio

EL 529.2

ATTIC 29' - 5"

EL 521.2

TOP OF PARAPET 37' - 5" SECOND FLOOR 15' - 6"

EL 529.2

ATTIC 29' - 5"

EL 521.2

FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 6"

EL 491.8

13'-11"

15'-6"

8'-0"

EL 507.3

46'-7"

13'-11"

8'-0"

TOP OF PARAPET 37' - 5"

EL 481.8

15'-6"

LOWEST POINT DATUM BASEMENT

13'-0"

46'-7"

EL 507.3

EL 478.8

13' - 0"

PROPOSED NORTH (ENTRANCE) ELEVATION

1/8" = 1'-0" SIZE SCALE

1' 2' 3' 4' 5'

10'

BASEMENT

EL 491.8

LOWEST POINT DATUM 15'

20'

25'

30'

20'

25'

30'

EL 481.8

13'-0"

FIRST FLOOR 0' - 0"

40'

50'

40'

50'

EL 478.8

13' - 0"

1/8" = 1'-0" SIZE SCALE

1' 2' 3' 4' 5'

10'

TOP OF PARAPET 37' - 5"

15'

EL 529.2

8'-0"

PROPOSED NORTH (ENTRANCE) ELEVATION

EL 521.2

EL 507.3

ATTIC 29' - 5"

EL 521.2

FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 6"

EL 491.8

BASEMENT -13' - 0"

EL 478.8

FIRST FLOOR 0' - 0"

EL 491.8

BASEMENT -13' 5' 10' - 0"

EL 478.8

8'-0"

EL 529.2

SECOND FLOOR 15' - 6"

13'-11"

15'-6"

TOP OF PARAPET 37' - 5"

46'-7"

13'-11"

ATTIC 29' - 5"

PROPOSED SOUTH (BACK YARD) ELEVATION

1/8" = 1'-0" SIZE SCALE

1' 2' 3' 4'

1' 2' 3' 4' 5'

10'

EL 481.8

13'-0"

LOWEST POINT DATUM

PROPOSED SOUTH (BACK YARD) ELEVATION

EL 481.8

15'-6"

LOWEST POINT DATUM

13'-0"

46'-7"

EL 507.3

15'

20'

25'

30'

40'

50'

15'

20'

25'

30'

40'

50'

TOP OF PARAPET 37' - 5"

EL 521.2

ATTIC 29' - 5"

EL 529.2

TOP OF PARAPET 37' - 5"

EL 507.3

SECOND FLOOR 15' - 6" ATTIC 29' - 5"

46'-7"

8'-0"

13'-11"

8'-0"

EL 529.2

13'-11" 15'-6"

EL 521.2

46'-7"

EL 491.8 EL 507.3

FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 6"

15'-6" 13'-0"

(E) MASONRY CREEK WALL

EL 481.8

LOWEST POINT DATUM

EL 478.8

BASEMENT -13' - 0"

EL 491.8

FIRST FLOOR 0' - 0"

LOWEST POINT DATUM

PROPOSED WEST ELEVATION

1' 2' 3' 4' 5'

1' 2' 3' 4' 5' 1/8" = 1'-0" SIZETOP SCALEOF PARAPET

10'

37' - 5"

15'

15' EL 529.2

20'

25'

30'

40'

50'

20'

25'

30'

40'

50'

8'-0"

PROPOSED WEST ELEVATION

1/8" = 1'-0" SIZE SCALE

EL 507.3

FIRST FLOOR SECOND FLOOR 0'-0" 15' - 6"

EL 491.8 EL 507.3

BASEMENT -13' - 0"

EL 478.8

FIRST FLOOR 0'-0"

EL 491.8

BASEMENT -13' - 0"

EL 478.8

8'-0"

EL 529.2

SECOND FLOOR 15' - 6" ATTIC 29' - 5"

46'-7"

TOP OF PARAPET 37' - 5"

13'-11"

EL 521.2

ATTIC 29' - 5"

13'-11" 15'-6"

EL 521.2

46'-7"

BASEMENT -13' - 0"

LOWEST POINT DATUM

EL 481.8

LOWEST POINT DATUM

PROPOSED EAST ELEVATION

1/8" = 1'-0" SIZE SCALE

EL 481.8

15'-6" 13'-0"

EL 478.8

13'-0"

(E) MASONRY CREEK WALL

EL 481.8

1' 2' 3' 4' 5'

10'

15'

20'

25'

30'

40'

50'

1' 2' 3' 4' 5'

10'

15'

20'

25'

30'

40'

50'

Glendon

ARCHITECTâ&#x20AC;&#x2122;S STATEMENT:

The residences at 1717 Glendon Ave. compose a new four-story small-lot subdivision in the Westwood Neighborhood. Goals for this project include uplifting the standard practices of the community while pursuing modern living ideals, using contemporary ecologically-minded, smart and conscious building materials and construction methods. Our practice recognizes the long history of great architecture in Los Angeles and the surrounding area, and we appreciate the opportunity to participate in the evolution. Every floor of each unit is formed by patios and balconies which promote interaction between the building and the neighborhood to sustain a healthy benefit of indoor-outdoor living so traditional to Southern California. All units provide the residents with a large private roof deck containing natural, native drought tolerant plant materials that act as a thermal buffer that naturally reduces mechanical energy consumption. The four residences all supply two bedrooms, two-and-a-half bathrooms, kitchen, dining room, living room and laundry along with covered garages and a traversable site containing a drought-tolerant landscape design shaping the site on grade. The gently sloping site is graded with a continuous angle reminiscent of a European scale mews town home, urban scape and paved with porous, pervious pavers and an artful security gate similar to Mr. Gaudiâ&#x20AC;&#x2122;s work in Barcelona at each end of the lot promoting a visual connection to the alley. We believe that breathing life in to the city means opening up visual corridors to the obscure alleys which is a fundamental aspect of Baron Haussmannâ&#x20AC;&#x2122;s planning strategy of laying out Paris.

The building height is the allowed 45 feet, and all setbacks required for small-lot subdivisions are observed. Each unit is supplied with two full-size parking spaces on the ground level and ample living space above. Address: Zoning: Parcel (APN):

1717 Glendon Ave. Los Angeles, CA 90024 [Q]RD-1.5 4325022033

16 3 580 SF / 1683 SF

4 580 SF / 1703 SF

PROPO SED DR

PLANTER LANDSCAPE

FRONT TEMPERED GLASS GUARDRAIL (TYP.)

AB-2.03

7'-0" CEMENT PLASTER HARDY PANEL TYP.

15'-0"

SECOND FLOOR PLAN

SECTIONAL OVERHEAD DOOR

CONTROL JOINT

CEMENT PLASTER (TYP. PLYNTH)

7'-0"

ROOF DECK

+45'-0"

+41'-6"

THIRD FLOOR +31'-0"

THIRD FLOOR

1/4" = 1'-0" SIZE SCALE 1' 2' 3' 4' 5' 10' 15'

SECOND FLOOR

FIRST FLOOR

GROUND LEVEL GROUND LEVEL

+0'-0" +0'-0"

IVEWA Y

REAR ALLEY

PLAN

S 20'

SECOND FLOOR +20'-6"

FIRST FLOOR +10'-0"

E OF

GLENDON

RENEWAL DATE

F CA L I

12-31-2017 IA

D ARCH SE IT EN

ARCHITECT:

MARTIN MERVEL

C-19398

METAL DOOR WITH INTEGRAL FRAME (TYP.) TOP OF GUARD RAIL

25'

NORTH ELEVATION

PRINTED ON: DEC 16, 2016

phone: 818 905 9871 fax: 818 905 9873 email: designplus@sbcglobal.net

phone: fax: email:

310-617-2084 310-445-9818 mcengrg@msn.com

phone: mobile: email:

818-639-3999 EXT. 700 323-364-4910 jason@moffelectric.com

D ARCH SE IT EN

C-19398

1'-0" FIN WALL LANGUAGE

AB-3.02

+36

SECOND FLOOR PLAN

PRINTED ON: DEC 16, 2016

A-1.02

ALL DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF ST U DIO SLAB IN C. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ST UDI O SLAB IN C. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.

www.studioslab.com

F CA L I

website:

Moffa Electric, LLC Jason Moffa

6861 Troost AVe. North Hollywood, CA 91605

ELECTRICAL ENGINEER:

5'-11"

RENEWAL DATE

DESCRIPTION

MECHANICAL ENGINEER:

MC Engineering Hooshang Mozaffari, P.E. 1441 Federal Ave., Suite 302 Los Angeles, CA 90025

+36

PROJECT START DATE

STRUCTURAL: STRUCTURAL DESIGN PLUS

Dean Almalla 15053 Ventura Blvd., Ste. #205 Sherman Oaks, CA 91403

36" REFRIG.

12-31-2017

DATE

+36

Studio Slab Inc. Martin Roy Mervel, AIA

E E

1431 Ewing Street KENNETH UY 1717 GLENDON AVE. Los Angeles, CA 90026 100 INTERIOR OLD SAMSON ROAD BALINTAWAK, QUEZON LOS ANGELES, CA 90024 mobile: 310-279-3393 CITY, PHILIPPINES fax: 323-663-8832 Mobile: +63 917 868 6879 email: mervel@studioslab.com Email: kenn_888@yahoo.com

AB-2.01

PROJECT SITE ADDRESS:

+42

NS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF ST U DIO SLAB IN C. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER HE WRITTEN PERMISSION OF ST UDI O SLAB IN C. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.

DINING

36" RANGE / COOK TOP

+36

23'-9"

PROPERTY OWNER INFORMATION:

+36

36'-0"

25'-2"

36" REFRIG. IN HOUSING

KITCHEN

SMALL LOT SUBDIVISION

818-639-3999 EXT. 700 323-364-4910 jason@moffelectric.com

phone: mobile: email:

6861 Troost AVe. North Hollywood, CA 91605

310-617-2084 310-445-9818 mcengrg@msn.com

phone: fax: email:

1441 Federal Ave., Suite 302 Los Angeles, CA 90025

3'-6"

phone: 818 905 9871 fax: 818 905 9873 email: designplus@sbcglobal.net

Moffa Electric, LLC Jason Moffa

AB-3.01

ELECTRICAL ENGINEER:

36" RANGE / COOK TOP

36" REFRIG. IN HOUSING

+36

Dean Almalla 15053 Ventura Blvd., Ste. #205 Sherman Oaks, CA 91403

FLOOR AREA 3'-6"

15'-0" COFFEE TABLE 2'-0" X 6'-0"

+42

MC Engineering Hooshang Mozaffari, P.E.

+36 TV

+36

2'-8"

COFFEE TABLE 2'-0" X 6'-0"

36" RANGE / COOK TOP

IN HOUSING 36" REFRIG.

36" RANGE / COOK TOP

DINING

KITCHEN

www.studioslab.com

1683 SF

ISLAND 4'-0"x7'-6"

website:

DINING

THIRD FLOOR ABOVE

DESCRIPTION

580 SF

ISLAND 4'-0"x7'-6"

PROJECT START DATE

2 15'-0"

PATIO

DATE

1790 SF

DINING

10'-4" X 5'-9"

PROJECT SITE ADDRESS:

/ 7'-0"

THIRD FLOOR ABOVE

MECHANICAL ENGINEER:

+36

PATIO

SMALL LOT SUBDIVISION

606 SF

KITCHEN

10'-6"

1 TV

COFFEE TABLE 2'-0" X 6'-0"

+36 9'-2" X 5'-9"

+41'-6"

TOP OF GUARD RAIL

PATIO

PROPERTY OWNER INFORMATION:

+45'-0"

THIS FLOOR 15'-0"

THIRD FLOOR ABOVE

10'-6"

7'-0" 2'-8"

2'-8"

AB-2.02

STRUCTURAL: STRUCTURAL DESIGN PLUS

ROOF DECK

UNIT

1'-0"

KITCHEN

Studio Slab Inc. Martin Roy Mervel, AIA

+31'-0"

1'-0"

3'-6"

ARCHITECT:

10'-6"

+20'-6"

1'-0"

10'-6"

W 9'-2" X 5'-9"

13'-2"

GLENDON

10'-0"

+10'-0"

1'-0"

10'-6"

10'-0"

PATIO 9'-0"

T EC

2'-6"

9'-4" X 5'-9"

THIRD FLOOR ABOVE

4" (TYP.) A

AB-2.04

22'-6" MARTIN MERVEL

T EC

22'-9" ST

97'-4"

Beatbike Huntington

RENEWAL DATE

F CA L I

6''

23'-11"

18'-4"

EXIT DISTANCE

phone:

818-956-1900

1713 Standard Ave. Glendale, CA 91201

ELECTRICAL ENGINEER:

Abrari & Associates Henry Abrari

MECHANICAL ENGINEER:

phone:

310-617-2084

1441 Federal Ave., Suite 302 Los Angeles, CA 90025

Mobile: 818 940 8838 Phone: 323 844 3999

STRUCTURAL ENGINEER:

AEGIS Structural Engineers Emil Von Roth 14958 Ventura Blvd # 108 Sherman Oaks, CA 91403

310-279-3393 323-663-8832

1431 Ewing Street Los Angeles, CA 90026

mobile: fax: 3

ADDRESS NUMBER MIN. SIZE 4" CLG +9'-10"

14'-0"

ARCHITECT: 06/28/2016 PROJECT START DATE

(E)ENTRANCE 1

113 (E) MAIN DOOR

4200 Millenia Blvd. Orlando,FL 32839 Phone: (386) 793-8666

A B

SHOES (E)EXIT DOOR TO REMAIN CLOSED ALL TIMES

Planet Hollywood International

101

8'-3"

BEAM 2

BEAM 3

LOBBY

08/30/2016 BLDG. DEPT. SUBMITTAL

+48"

C A-5.01

WAITING LOBBY

+34"

BEATBIKE

106

ADA COUNTER

24'-1"

RECEPTION

2'-0"

GROUP FITNESS

LOBBY AREA = 895 895 OCCUPANCY 100 =9

MC Engineering Hooshang Mozaffari, P.E.

(E)3 ELECTRICAL MAIN PANELS

1 A-5.01

BEAM 1

A-5.01

106

3'-9"

19'-5" x 8'-0" MIRROR WALL

19'-5"

11'-7"

103

+34

STORAGE AREA = 57 SQ. FT 57 OCCUPANCY 300 =1

PROJECT SITE ADDRESS:

7454 Edinger Ave. Huntington Beach CA 92647

103

102

104

STORAGE 2

102

JOHN A. THALL

112

OFFICE

101

102

OFFICE AREA =57 SQ. FT. 57 =1 OCCUPANCY 100

7'-11"

3'-0"

FIRE EXTINGUISHER 3

8'-0"

105

14'-0"

Studio Slab Inc. Martin Roy Mervel, AIA

T.O.W 6'-6'' CMU

PROPERTY OWNER INFORMATION:

08/30/2016 PLANNING DEPT. SUBMIT

SHOE STORAGE NOTE: NOT A CHANGING AREA

EXERCISE ROOM AREA = 924 SQ. FT. OCCUPANCY 924 50 = 19

CORRUGATED METAL GATE

14'-9"

+7"

FIN.FLR.

TV 2

07/26/2016 FINAL CLIENT APPROVAL

EXERCISE ROOM

5'-6"

RUBBER

107

3 ELECTRICAL SUB PANELS

3" 5'-

3'-6"

TILE

VACANT

9'-9"

ADA SPACE 2

(N)ENTRANCE 2

2'-0"

2'-5"

104

4'-10"

DRINKING WATER FOUNTAIN 36"X48" CLR

3'-0" A

7'-9"

8'5"

12'-10"

ADA SPACE 1

15" MIN

MIRROR

5'-0"

5'-3

101 107

+18"

RUBBER

2'-2"

BENCH

A-5.02

CONCRETE

(N)EXIT DOOR EXTEND CONCRETE PAVING TO THE DOOR SILL

Ø 5'-0"

3'-6"

+7"

FIN.FLR.

5'-6"

4'-7"

2'-9" 4'-0"

PUBLIC CORRIDOR

108

MEN 1 BATH / CHANGE

114

7'-0"

1'-6"

113

112

30" X 48" CLEAR SPACE

103

+21"

101

STORAGE / UTILITY

(E) ENTRANCE 3

1'-0 MA " X

2'-1"

1'-6" MIN

Ø 5'-0"

+14"

111

14'-4"

1'-6"

2'-9"

" 1'-0 X MA

11'-8"

A-5.03

102

105

MEN 4 BATH

CLOSET

2'-0"

A-2.01

36" TALL HANDRAIL

8'-3"

109

WOMEN 2 30" X 48" CLEAR SPACE BATH/ CHANGE

111

110

Ø 5'-0"

2'-0"

STORAGE AREA = 336 SQ. FT. OCCUPANCY 336 300 =1

2'-11"

108

1'MA 0" X

+18"

1'-6" MIN

TRASH

100 102 SUB101

109

A-5.02

BENCH

4'-0"

FIRE EXTINGUISHER NOTES: MINIMUM SIZE IS 2A:10BC.

Ø 5'-0" 1'MA 0" X MIRROR

6'-

4'-4"

5'-0" 8'-4"

30" X 48" CLEAR SPACE

MOP SINK

W/H

110

WOMEN 3 BATH

3'-0"

FINISH FLOOR NOTES: 1. WHERE PARTITION WALLS ARE REMOVED PATCH AND MATCH TO EXISTING FLOOR OR NEW FLOORING PER OWNER'S REQUEST. 2. IF EXPOSED CONCRETE FLOOR: PATCH, POLISH, AND SEAL.

30" X 48" CLEAR SPACE

A A-5.03

T.O

(E) CMU WALL

INTERIOR FINISH NOTE: INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. SPECIFY THE CLASSIFICATIONS PER TABLE 803.9 AND SECTION 803.1.

GROUP FITNESS AREA = 267 SQ. FT. OCCUPANCY 267 50 =6

12-31-2017

B A-2.01

PLUMBING NOTE: PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION, EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

RESTROOMS AREA = 662 SQ. FT. 662 OCCUPANCY 100 =7

C-19398

14'-8"

3'-0"

25'-7"

7'-0"

15'-5" 5'-0"

TOILET ROOM NOTE: TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4".

D ARCH SE IT EN

MARTIN MERVEL

56'-6"

6'-0"

T EC

DOOR NOTES: 1. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR. 2. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9 - 1008.1.9.12

PRINTED ON: NOV 23, 2016 LEGEND - PROPOSED

TOTAL OCCUPANCY = 44

2A:10BC FIRE EXTINGUISHER TACTILE EXIT SIGN ACCESSIBLE ENTRANCE SIGN

LEGEND - PROPOSED A B

EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

FLOOR PLAN

OCCUPANCY LOAD CALCULATION

N.T.S

PROPOSED 1ST FLOOR PLAN

1/4" = 1'-0" SIZE SCALE

10'

15'

20'

25'

A-1.01

PROPOSED EAST / WEST ELEVATION LOOKING NORTH

N 1/4" = 1'-0" SIZE SCALE 1' 2' 3' 4' 5'

EXISTING TOP OF PARAPET

+119'-2" +/-

EXISTING FLOOR FINISH

+100'-0" +/-

10'

15'

20'

EXISTING TOP OF PARAPET +119'-2" +/-

EXISTING ROOF +113'-9" +/-

EXISTING STOREFRONT CMU WALL

EXISTING FLOOR FINISH +100'-0" +/-

20' 25'

4200 Millenia Blvd. Orlando,FL 32839 Phone: (386) 793-8666

10'

mobile: fax: email:

310-279-3393 323-663-8832 mervel@studioslab.com

1431 Ewing Street Los Angeles, CA 90026

Mobile: 818 940 8838 Phone: 323 844 3999 Email: vonroth@aegis-se.com

STRUCTURAL ENGINEER:

25'

AEGIS Structural Engineers Emil Von Roth 14958 Ventura Blvd # 108 Sherman Oaks, CA 91403

phone: fax:

310-617-2084 310-445-9818

1441 Federal Ave., Suite 302 Los Angeles, CA 90025

phone: mobile:

818-956-1900 818-497-0330

1713 Standard Ave. Glendale, CA 91201

ELECTRICAL ENGINEER:

Abrari & Associates Henry Abrari

MECHANICAL ENGINEER:

MC Engineering Hooshang Mozaffari, P.E.

2'-11"

RENEWAL DATE

F CA L I

12-31-2017

7454 Edinger Ave. Huntington Beach CA 92647

JOHN A. THALL

Planet Hollywood International

1/4" = 1'-0" SIZE SCALE

ARCHITECT:

ADDRESS NUMBER MIN SIZE = 4"

Studio Slab Inc. Martin Roy Mervel, AIA

EXISTING STOREFRONT

08/30/2016 BLDG. DEPT. SUBMITTAL

PROJECT SITE ADDRESS:

7454

PROPERTY OWNER INFORMATION:

1'-11"

beatbike

BEATBIKE

5'-5"

PROPOSED NORTH / SOUTH ELEVATION LOOKING WEST

10'-5"

8'-0"

6'-0"

NEW PARAPET

08/30/2016 PLANNING DEPT. SUBMIT

EXISTING T.O. WINDOW GLAZING 7'-0"

8'-11"

CMU WALL

19'-2"

EXISTING CEILING

07/26/2016 FINAL CLIENT APPROVAL

13'-9"

EXISTING FLOOR FINISH 2'-1"

13'-2"

UNDER SEPARATE PERMIT

8'-11"

13'-4"

2'-11"

10'-2"

+113-2" +/-

06/28/2016 PROJECT START DATE

6'-6"

10'-5"

19'-2"

8'-11"

+108'-11" +/EXISTING ROOF

T EC

+119'-2" +/-

MARTIN MERVEL

D ARCH SE IT EN

C-19398

EXISTING TOP OF PARAPET

+100'-0" +/-

BUILDING DEPT SUBMITTAL

PRINTED ON: NOV 17, 2016

ELEVATIONS

A-2.01

Denver Mixed Use

Ventura Garden

21st Century Pier

USC Magnet School

Indoor / Outdoor Courtyard / Grid column

Structure

Natural forces / Circulation connection

Program layout

Grade level ramp up

Joshua Tree Educational Center

Linear path creates an axis that each program sprouts from. This gives an opportunity for each program to have unique views.

GUIDING FIRST PRINCIPLES: Important Drivers to Follow and Apply

One size fits all and multifunctional use of louver systems. Louvers are used for privacy, thermal storage, temperature and light control.

Principle

LOGO

Linear Circulation

All purpose/ One language

The first principles are the guiding forces for the project. These principles were obtained from researching Joshua Tree, design iterations, and reaching energy efficient goals. These same principles helped in following and organizing the form, aesthetic, and functionality of the educational center design.

Three boxes organize the different louver systems and functions. Outer layer is for complete privacy, blocking out the harsh West sun, and bouncing light into an otherwise dark space. Next is for light filteration and circulation. The inner are the main program spaces and are the most sheltered and enclosed space. Triple layer

Principle Precedents Pull out program Increase in inside space when unit is out Active outside and inside Wheel

By controlling the angle, spacing, and geometry of the louver, one could guide the sunlight and filter it into different programs at different times of the day. This can be achieved by varying the spacing and angling the louvers. These spacings may also affect how the eye adjusts to the light conditions as one moves from one space to the next.

Light manipulation

Pull out furniture Same program but different setting Slider

Having a long building exposes a lot of surface area to the sun on the South and the West. The blocks help prevent direct sun from the West, creates absolute privacy and helps light up dark rooms by bouncing light in. Block wall/ Light bounce

Summer

Sliding skin Creating a whole new room Shielding mechanism One glass and the other is solid wood

Concrete louver get denser towards the bottom to block out the sunlight during the summer. During the winter the spacing lets the light filter through while also heating up the louvers.

Winter

Thermal storage Smart camping

Thermal storage

Slide lock/ Adaptive space

Swivel / Rotating wall can rotate in connect inside/outside can rotate to connect rooms rotate them shut for division or privacy

Sliding doors and walls can both be a simple opening, or create an entirely new space. These are used for the adaptive spaces to make the program space larger while simultaneously creating a division elsewhere. It can provide a layer of privacy and enclosure for the outdoor.

Fixed louvers Density and transparency vary on angle Illusion Fixed motion

By stacking many layers, the density begins to create a depth and privacy. Each layer can have separate purposes but together give another effect. Laminate privacy

PRINCIPLE DIAGRAMS

PRINCIPLE DESCRIPTION

LAYER SHELL

002

ORGANIZATION DIAGRAM STUDY: How Parts Are Broken Organized On Site Outside

LOGO

Amphitheater Great Hall Kitchen Balcony

Classroom

Shop/Office Building

Pathway

Parking

Sleep Bath Trail

Overhang in plan

Circulation

Outdoor

Simplified Program massing

Overhangs and the shade it provides will create a language for where visitors will stay or take refuge when taking a break. The sun in Joshua Tree is too punishing for most people to enjoy while they are idle. Both the louver and overhangs that connect the parking to the main structure, are spaced in a way that it would only be partially shaded. It would not be a pleasant enough of a space to want to stay but pleasant enough where they would not want to stray away from the course. This will promote circulation along the trail and discourage too much meandering. Zones The site is broken down into zones where the vertical zones dictate porosity and privacy and the horizontal zones determines the program spaces. The intersection of the two zones may create two different lighting conditions and experiences within the same room.

Adaptive zones Some walls are able to slide across and attach to the blocks on the outer most zone. This opens up space inside while enclosing space outside Vertical zones

Horizontal zones

Laminated zones

Adaptive Zone Outdoor situational space Indoor situational space

Perez Art Museum

Dominus Winery Case studies

Soft Landscape Organization

Vertical zones

ZONE ORGANIZATIONS

Horizontal zones

The zones are divided to in a way to describe the different levels of privacy. The privacy level is built up through layering and density. A similar logic can be applied for vegetation and laying out the landscape. Bushes and shrubs that grow below eye level can make up the most open zones, while joshua trees and the like which grow past eye level can begin to make up the partially transparent zones. Finally the most private zones can be made up of rocks and boulders as they are the most opaque features out in the desert. These configurations could occur in both vertical and horizontal zones as well in the micro and macro scale.

MASSING STUDY

The Perez Art Museum in Miami similarly uses the language of lines and surfaces as part of its overall aesthetic. The overhangs are partially covered and it really emphasizes the orthogonal nature of the building. Furthermore I was interested in their gathering space where a heavy curtain slides out, effectively dividing a space and making it more intimate. The Dominus Winery by Herzog & de Meuron is a rectilinear project with an elegant interior space. The exterior consists of one language of the gabion walls. Although there is not much of a variation and quite simple, the exterior with only rocks caged in a wire mesh, is all it takes to make an interesting look on the outside while simultaneously creating a fascinating lighting condition in the interior.

LAYER SHELL

004

LONG SECTION STUDY: Looking Through from North and South

LOGO

Long section These sections are showing the different zones and how it affects and signals the program and conditions in it. The cut identifies the vertical circulation and its overall linearity of the form and movement inside. The drawing identifies the raised floors, long section for cross ventilation throughout, mix of indoor and outdoor spaces, enclosed and open rooms, exposed structure, and similiar language all throughout.

Short section These drawings depict how the walls operate, and how they look in the two positions. When one wall is active the other side is open. This allows for a connected and larger interior space or a sectioned off and enclosed outdoor space.

Section D-D

Great Hall Sliding Wall

Office Sliding Wall

Section C-C

LONG SECTION

12’

24’

48’

LAYER SHELL

009

EXPLODED AXON DIAGRAM: Taking Apart The Education Center

LOGO

Materials / Techniques / Elements 1

Spaced overhang

Cooled floor

Par t

ial

Sliding partition

Clo

Outdoor amphitheater

3 7

Par t

ial

Outhouse

Concrete Louver

Clo

8 5

Large glass

Double tee

Interlock

Vertical louver

Floor material

tsid

Mid

ide

Ins

Mid

tsid

EXPLODED AXON

LAYER SHELL

011

Los Angeles Micro Housing

Professor / Student Swing

Professor 1 Bdrm

Owner 1 Bdrm

Professor / Student Swing

Plan @ 35’-0”

Scale: 1/8” = 1’-0”

Student / Student Swing

Student 3 Bdrm

Student 1 Bdrm Professor 1 Bdrm Up

Student / Student Swing

Plan @ 22’-0”

Scale: 1/8” = 1’-0”

Student 1 Bdrm

Plan @ 4’-0”

Scale: 1/8” = 1’-0”

Owner 1 Bdrm

Wood Board -Skin Professor 1 Bdrm

Student 3 Bdrm

Student 1 Bdrm

Wood -Walls

Swing Space

Glass -Opening

Student 1 Bdrm

Concrete -Floor/Roof/Stairs

Noon

Scale: 1/4”” = 1’-0”

Section C-C

Section B-B

Scale: 1/8” = 1’-0”

Sound Curtain Installation

Misc. Modeling