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Khoa Duong Architectural Designer

CAD Sample 2010 - 2013


M&T Graham Kitchen Remodel BLAU - Bosshart Laboratory of Architecture & Urbanism


5'-0"

6'-6"

6"

2 STORIES BULDING EXISTING ROOF TO REMAIN AS IS

47'-9"

EXISTING TREE PROPERTY LINE

14'-7"

PROPERTY LINE

24'-0"

KITCHEN REMODEL AREA

BEECH STREET PROJECT

1/8" = 1'-0"

SITE PLAN 2

OF

SITE PLAN

M&T GRAHAM - KITCHEN REMODEL 2850 BEECH STREET San Diego, CA 92102

75'-0"

PROPERTY LINE

22'-8"

(E) POOL

53'-11"

EXISTING ROOF TO REMAIN AS IS

19'-9"

26'-0"

OWNER: MAMMIE AND TIMOTHY GRAHAM

ACCESSORS PARCEL MAP

100'-0"

REVISIONS -

EXISTING TREE 23'-7" 4'-9"

DATE

DRAWN 12.10.2012

PB/KD

2850 Beech Street

T-1.1

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF BLAU -BOSSHART LABORATORY FOR ARCHITECTURE AND URBANISM , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF BLAU.

26'-3"

PROPERTY LINE

CL

CL

6"

23'-11"

20'-0"

5'-0"

8'-6"

4'-6"

10'-0"

10'-0"

GRANADA AVE

BLAU 3959 LOUISIANA STREET SAN DIEGO, CA 92104 619 261.1387 WWW.BLAUBLAU.COM


BLAU (E) CLASS 'A' TILE ROOFING TO REMAIN

3959 LOUISIANA STREET SAN DIEGO, CA 92104 619 261.1387 WWW.BLAUBLAU.COM

2ND FLOOR CFL +20'-5 1/2"

OWNER:

(E) STUCCO WALL

(E) WINDOWS TO REMAIN

(E) WINDOWS TO REMAIN

(E) WINDOWS TO REMAIN

(E) WINDOWS TO REMAIN 1ST FLOOR FFL +23" GRADE 0'-0"

23'-5 1/2"

4'-4 1/2"

SOUTH ELEVATION 1/4" = 1'-0"

TOP OF ROOF +25'-11"

2ND FLOOR CFL +20'-5 1/2"

PROPOSED N/S ELEVATIONS

(E) WINDOWS TO REMAIN

2ND FLOOR FFL +12'-3" 1ST FLOOR CFL +10'-11"

M&T GRAHAM - KITCHEN REMODEL 2850 BEECH STREET San Diego, CA 92102

PROPERTY LINE

PROPERTY LINE

(E) WINDOWS TO REMAIN

MAMMIE AND TIMOTHY GRAHAM

(E) CLASS 'A' TILE ROOFING TO REMAIN

(E) WINDOWS TO REMAIN

REVISIONS -

(E) STUCCO WALL (E) CLASS 'A' TILE ROOFING TO REMAIN (E) WINDOWS TO REMAIN

(E) WINDOWS TO REMAIN

PROPERTY LINE

PROPERTY LINE

(E) WINDOWS TO REMAIN (E) STUCCO WALL

(E) WINDOWS TO REMAIN

2ND FLOOR FFL +12'-3" 1ST FLOOR CFL +10'-11"

DATE

(N) 48x36 (N) 42x48

(N) 30x48

12.10.2012

(N) 30x48

DRAWN

(N) 30x66 1ST FLOOR FFL +23"

(E) DOOR TO REMAIN

4'-4 1/2"

(E) DOOR TO REMAIN

GRADE 0'-0"

PB/KD

PROJECT

2850 Beech Street

23'-5 1/2"

A-3.1 NORTH ELEVATION 1/4" = 1'-0"

6

OF

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF BLAU -BOSSHART LABORATORY FOR ARCHITECTURE AND URBANISM , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF BLAU.

TOP OF ROOF +25'-11"


1'-3"

1" 1'-34

BLAU

OWNER: 2'-53 4"

2'-43 4"

1" 2'-112

2'

ELEVATION 5

1" 3'-92

MAMMIE AND TIMOTHY GRAHAM

1'

ELEVATION/SECTION 1

5

3/8" = 1'-0"

1

6'-9"

5'-6" 1'-5"

3'

8"

1" 8'-104

1" 8'-104

3'

8'-3"

1" 8'-104

2'-3"

3/8" = 1'-0"

1" 3'-42

1" 2'-112

2'-6"

1'-93 4"

2'-3"

2'

2'-4"

ELEVATION 6

1'-5"

1" 1'-52

2'-10"

2'

1" 2'-82

1" 2'-62

ELEVATION 2

6

3/8" = 1'-0"

2

3'-9"

3/8" = 1'-0"

1'

REVISIONS -

2'-6"

3'

1" 8'-104

4'-6"

1'-6"

1" 3'-12

2'-3"

1'

1'-33 4"

3'

1'-43 4"

1" 3'-112

ELEVATION 3

3

3'-9"

3/8" = 1'-0"

DATE

1'-6"

1" 8'-104

3'

12.10.2012

DRAWN PB/KD

PROJECT 3'

2850 Beech Street

2'-4"

KITCHEN ISLAND 1/2" = 1'-0"

-

INTERIOR ELEVATIONS/DETAIL

2'-43 4"

M&T GRAHAM - KITCHEN REMODEL 2850 BEECH STREET San Diego, CA 92102

2'-53 4"

2'-3"

1" 1'-22

T.B.D. (APPROX. 4'-5")

I-1

1" 4'-84

ELEVATION 4 1/2" = 1'-0"

4

9

OF

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF BLAU -BOSSHART LABORATORY FOR ARCHITECTURE AND URBANISM , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF BLAU.

7'

5'-6" 1'-5"

3'

8"

8'-3"

1" 8'-104

4'

1" 8'-104

3959 LOUISIANA STREET SAN DIEGO, CA 92104 619 261.1387 WWW.BLAUBLAU.COM


Pham Residence Indepent Contractor


ADDITIONAL AREA SQ.FT

58'-0"

247

5212 69th St San Diego, CA 92115

EXISTING TREE

CL

(E) WATER METER 16'-6"

10'-0"

PROPERTY LINE

EXISTING GARAGE ROOF TO REMAIN AS IS

7'-9"

NOTE: THE STRUCTURE WILL BE LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED"

5'W SIDEWALK

24'-0"

57'-3"

SIGNATURE_____________ OWNER/LICENSED ENGINEER OR ARCHITECT

PROPERTY LINE

OWNER:

CUONG PHAM 3333 54TH ST SAN DIEGO CA 92115

SITE PLAN

EXISTING SINGLE STORY BUILDING 1217 SQ.FT

EXISTING TREE

54TH FRONTAGE STREET

(E) ELECTRICAL PANEL

- PHAM RESIDENCE 3333 54TH STREET San Diego, CA 92115

6'-6"

PROPERTY LINE

SITE PLAN

3/32" = 1'-0"

REVISIONS 1

W

03.21.2013

D REF.

DATE 03.19.2013

NEW CONCRETE SLAB AND FOOTING

DRAWN KD

PROJECT

3333 54th Street

PLAN VIEW 3/32" = 1'-0"

T-1.1 2

OF

13

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF LIBERTY EXPRESS CONSTRUCTION INC , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF LIBERTY EXPRESS CONSTRUCTION INC

Liberty Express Construction inc.

123'-0"


(E)4x4

N.I.C.

N.I.C.

(E)SLIDING DOOR

(E)7x4

EXISTING KITCHEN 10'x3"x14'-0"

10'-0"

58'-0"

24'-0"

EXISTING LIVING ROOM CM 16'-6"x11'-6" 6'-0"

6'-6"

BOX FOR 4"RAD. MIN DRYER VENT

S (E)7x4 16'-6"

ENTRY

2'-0"

EXISTING GARAGE 20'-0"x12'-0"

N.I.C.

PROPERTY LINE

5'W SIDEWALK

PROPERTY LINE

(E)W/H

7'-9"

20'-0"

(E) CLOSET

(N)FAU

LEGEND

S

5212 69th St San Diego, CA 92115

REVISIONS 1

03.21.2013

LINE VOLTAGE TWO POLE SWITCH SCONCE/WALL MOUNT FIXTURE

SD

SMOKE DETECTOR - SMOKE ALARMS WILL BE INSTALLED ACCORDING TO THE 2010 CRC SECTION R314

CM

CARBON MONOXIDE DETECTOR - CARBON MONOXIDE ALARMS WILL BE INSTALLED ACCORDING TO THE 2010 CRC SECTION 315 EXHAUST FAN & LIGHT COMBO

DATE 03.19.2013

DRAWN PROPOSED FLOOR PLAN 1/8" = 1'-0"

1- BATHROOM FAN TO BE 75 CFM 2- KITCHEN FAN TO BE 200 CFM 3- NEW FAU TO BE 45,000 BTU 4- (E) WATER HEATER TO HAVE PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE FLOOR LEVEL MAKE: GE WATER HEATER TANK CAPACITY: 40 GALLON 40,000BTU

KD

PROJECT

3333 54th Street

A-1.2 8

OF

13

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF LIBERTY EXPRESS CONSTRUCTION INC , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF LIBERTY EXPRESS CONSTRUCTION INC

4'-6"

1'-4"

(N) SHELF

5'-0"

D

(N) LANDING

7'-0"

(N)3080

5'-6"

(N)5x4

S

SD

SD CM

REF.

(N)SLIDING DOOR 6'x6'-8"

N.I.C.

(N) CLOSET

5'-0"

4'-1"

W

(N) CLOSET 13'-0"

EXISTING BEDROOM 1 11'-3"x13'-3"

(N)3080 3'-2"

(N)3080

2'-11"

EQ 13'-0" EQ

SD

(E)4x4

2'-1"

(N)3080

(N) BEDROOM 3 12'-0"x13'-0"

3'-0"

OWNER:

CUONG PHAM 3333 54TH ST SAN DIEGO CA 92115

PROPOSED FLOOR PLAN

(N)3x2 15"min.

5'-3"

(N)3x2

15" min.

6'-2" 3'-7"

EQ

7'-6"

(N)3080

SD

(N)3080

EXISTING BEDROOM 2 13'-0"x10'-7" (N)5x4

11'-1"

EQ

13'-2"

6'-6"

PROPERTY LINE

Liberty Express Construction inc.

123'-0"

1- CONTRACTOR & OWNER TO VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 2- INSTALL ALL ELECTRIC TO CODE TO EXISTING SERVICE PANEL 3- INTERIOR WALLS & CEILINGS TO BE 1/2" DRYWALL, TAPED & TEXTURED, PAINT READY. 4- CONTRACTOR TO BE RESPONSIBLE FOR ALL INTERIOR AND EXTERIOR PAINTING AND/OR STAINING. 5- CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF ALL FINAL FLOOR COVERINGS. 6- CONTRACTOR TO SUPPLY ALL PLANS & PERMITS. 7- CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS. 8- FOR ADDITIONAL NOTES SEE SHEET T-1.2 (GENERAL NOTES SHEET) 9- ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL BE CAPABLE OF ENCOMPASSING A 30 INCH CIRCLE. 10- PROVIDE ULTRA LOW FLUSH TOILET. 11- ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED WITHIN WALLS AND FLOORS COVERED WITH "TYPE X GYPSUM BOARD" OR SIMILAR ASSEMBLIES THAT PROVIDE THE SAME LEVEL OF FIRE PROTECTION. PROTECTION OF MEMBRANE PENETRATIONS IS NOT REQUIRED". 12- PERMANENT VACCUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBBS 13- ALL INTERIOR WALLS ARE NON-BEARING WALLS 14- ALL EXTERIOR WALLS TO BE BRACED ADEQUATELY PRIOR TO REMOVING 15- PROTECTION OF WOOD AGAINST DECAY: - WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED - VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED. 16- OUTDOOR LIGHTING: ALL LUMINARIES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES OR SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION. 17- PROVIDE SHOWER HEADS WITH A MAX. FLOW OF 2.5 GPM 18- PROVIDE FAUCETS WITH A MAX. FLOW OF 2.2 GPM 19- STATE HEALTH AND SAFETY CODE Sec 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER SUPPLY PIPING.

- PHAM RESIDENCE 3333 54TH STREET San Diego, CA 92115

NOTES


(E) WINDOW 4X4 TO REMAIN AS IS

(E) DOOR TO BE REUSED

4'-6"

FLOOR LEVEL +3'-1" GRADE 0"

26'-3" 43'-9"

WEST ELEVATION 1/8" = 1'-0"

(E) ROOFING MATERIAL TO REMAIN

REVISIONS

7'-9"

(N) WINDOW 5X4

(E) STUCCO WALL

(N) WINDOW 5X4 (E) SLIDING DOORS TO REMAIN AS IS

17'-7"

13'-0"

PROPERTY LINE

(E) ROOFING MATERIAL TO REMAIN

6'-6"

ELEVATIONS

(E) GARAGE DOOR TO REMAIN AS IS

(E) STUCCO WALL

(E) DOOR TO REMAIN AS IS

DATE

27'-5"

03.19.2013

DRAWN

KD

PROJECT

3333 54th Street

EAST ELEVATION 1/8" = 1'-0"

A-3.1 11

OF

13

ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF LIBERTY EXPRESS CONSTRUCTION INC , AND SHALL NOT BE USED , DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF LIBERTY EXPRESS CONSTRUCTION INC

(E) WINDOW 7X4 TO REMAIN AS IS

- PHAM RESIDENCE 3333 54TH STREET San Diego, CA 92115

(E) STUCCO WALL

PROPERTY LINE

PROPERTY LINE

CUONG PHAM 3333 54TH ST SAN DIEGO CA 92115

6'-6"

7'-9"

PROPERTY LINE

5212 69th St San Diego, CA 92115

OWNER:

TOP OF CEILING +11'-1"

(E) STUCCO WALL

Liberty Express Construction inc.

TOP OF ROOF +16'-3 1/2"

(E) ROOFING MATERIAL TO REMAIN


Airport Art Installation mi-workshop


0"

14'-11" 3'-0"

FLOOR PLAN scale: 1/4"=1'-0" 1701 National Avenue, San Diego CA 92113 info@mi-workshop.com 619.203.5681

1'All rights reserved. The above drawings, designs, and ideas embodied therein are the property of mi-workshop and shall not be copied, reproduced, disclosed to others, or used in connection with any work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of mi-workshop.

3'-0"

'-5

22

"

1/2

3'51 /2"

A-1.3

2

NEW 12" HIGH RAILING ON FINISHED FLOOR

REMOVE EXISTING ACCENT STRIPS ON FLOOR

(N) ART WALL LOCATION

(E) CONCRETE WALL

A-1.3

1

A-1.1


GYP BD CEILING +9'-3"

A-1.3

1

SOFFIT +8'-6" REMOVE EXISTING LIGHT FIXTURES All rights reserved. The above drawings, designs, and ideas embodied therein are the property of mi-workshop and shall not be copied, reproduced, disclosed to others, or used in connection with any work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of mi-workshop.

6"

REFLECTED CEILING PLAN scale: 1/4"=1'-0" 1701 National Avenue, San Diego CA 92113 info@mi-workshop.com 619.203.5681

6"

A-1.2a

RECESSED FIXTURE

WOOD PLANK CEILING +9'-9"

SPOTLIGHT FIXTURE

6'-

2

0"

A-1.3

NEW SPOT LIGHT FIXTURES


(N) ART WALL

EDGE GYP BD DROPPED CEILING +9'-3"

(E) COLUMN

Gyp. face

2'-5 1/2" All rights reserved. The above drawings, designs, and ideas embodied therein are the property of mi-workshop and shall not be copied, reproduced, disclosed to others, or used in connection with any work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of mi-workshop.

9'-9"

(E) COLUMN

11 1/2" * SEE A-1.4 FOR ENLARGED DETAIL SECTION 2. SECTION scale: 1/4"=1'-0" 1701 National Avenue, San Diego CA 92113 info@mi-workshop.com 619.203.5681

9'-3"

7'-1"

9'-9"

A-1.3a

BOTTOM OF CEILING STRUCTURE

EDGE OF WOOD PLANK CEILING +9'-9"

FURRED OUT PLASTER WALL

METAL BASE BOARD

20'-2 1/2"

22'-2 1/2" 1. FRONT ELEVATION scale: 1/4"=1'-0"

BOTTOM OF CEILING STRUCTURE BEYOND

EDGE OF WOOD PLANK CEILING +9'-9"


22'-2 1/2"

FRONT ELEVATION scale: 3/8"=1'-0" 1701 National Avenue, San Diego CA 92113 info@mi-workshop.com 619.203.5681

20'-2 1/2"

All rights reserved. The above drawings, designs, and ideas embodied therein are the property of mi-workshop and shall not be copied, reproduced, disclosed to others, or used in connection with any work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of mi-workshop.

7'-1"

9'-9"

BOTTOM OF CEILING STRUCTURE

EDGE OF WOOD PLANK CEILING +9'-9"

FURRED OUT PLASTER WALL

(E) COLUMN

METAL BASE BOARD

A-1.4


A-1.5

BOTTOM OF CEILING STRUCTURE

45

METALTOP RUNNER TRACK PLANK AS UPTURN LIGHT

BOTTOM OF CEILING STRUCTURE

6"

45

ARCHITECTURAL PLANK CEILING SYSTEM AS SCHEDULED +9'-9"

5/8" TYPE 'X' GYP.BD CEILING + 9'-3" 5/8" TYPE 'X' GYP.BD (1) LAYER ON THE FRONT OF METAL STUDS

5/8" TYPE 'X' GYP.BD (1) LAYER ON THE FRONT OF METAL STUDS

FRONT SIDE

METAL STUD WIDTH: METAL STUDS SHALL BE @ 16" OC, UON

METAL STUD WIDTH: METAL STUDS SHALL BE @ 16" OC, UON

ACOUSTIC INSULATION BATT WHERE SCHEDULED (E) STRUCTURAL CONCRETE WALL

REAR SIDE

1/8" THICK METAL BASEBOARD

1" DIA. METAL RAILING 12" HIGH 1/8" THICK METAL BASEBOARD

DETAIL SECTION scale: 1"=1'-0"

1701 National Avenue, San Diego CA 92113 info@mi-workshop.com 619.203.5681

All rights reserved. The above drawings, designs, and ideas embodied therein are the property of mi-workshop and shall not be copied, reproduced, disclosed to others, or used in connection with any work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of mi-workshop.

METAL BOTTOM RUNNER TRACK


Manchester Residence Coston Architects Incorporated


EXIST. 1X DIAGONAL WOOD SUBFLOOR

1"X1 1/2" (ASTM A36) STEEL ROD TOP RAIL

2X6 WOOD PLATE W/ SIMP. TBG1475S 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C., STAGGERED ROWS

1"X1"X36" (ASTM A36) STEEL ROD HANDRAIL VERTICALS

1/4" (ASTM A36) TREAD (BEYOND)

D E ST

EL R

ST ER G

IN

34" (NOMINAL) PER ARCH.

7" X 1/4" (ASTM A36) RISER (TYP.)

2" 3"

5 SD.5

PROPOSED FLOOR BEAM AT STRINGER PER DETAIL 15/SD.1

2 3 4 9 SD.5 SD.5 SD.5 SD.5

HSS 6"X8"X3/8" (ASTM A500,GRADE B) BEAM

TYP.

(FIRST FLOOR ONLY) PROPOSED BLK. AND EXIST 2X JOIST PER DETAIL 10/SD.1 REQUIRES SPECIAL INSPECTION

1

GUARDRAIL

8 SD.5

EXIST. HARDWOOD FLOORING OVER 1X STRAIGHT SH'T.

STEEL STRINGER TO FLOOR BEAM

15 1 SD.1 SD.5

EXIST. 2X10 (2" X 9 1/2") FL. JST. @ 16" O.C.

EXIST. 1X FLOOR SHT.

10d C.N. @ 3" O.C. STAGGERED INTO 4X10 BLK'G.

6" 6" 6"X12"X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE)

4-BAYS OF DBL. 4X10 BLK'G. PER PLAN 8 1/2"X14"X1/2" (ASTM A36) BACKING PLATE (W/ 11/16"Ø HOLE)

EXISTING 2X10JOIST @ 16" O.C.

HSS 4"X6"X1/4" (ASTM A500,GRADE B) COL.

OPTIONAL SIMP. CNW COUPLER NUT 4-BAYS OF DBL. 4X10 BLK'G. PER PLAN

EXISTING 2X10 JOIST @ 16" O.C.

6

BLOCKING AT STAIR COLUMN

4-BAYS OF DBL. 4X10 BLK'G. PER PLAN

REQUIRES SPECIAL INSPECTION

5

BLOCKING AT STAIR COLUMN

REQUIRES SPECIAL INSPECTION

HSS 4"X6"X1/4" (ASTM A500,GRADE B) COL.

1/4" X 14" (ASTM A36) INNER CURVE STEEL STRINGER TO BE WELDED ONTO 1/4" STEEL TREAD AND 1/4" STEEL RISER

2X4 FLATS @ MID-TREAD (TYP.)

7" X 1/4" (ASTM A36) RISER (TYP.)

2-1/2"Ø (ASTM A307) M.B.'S AND WASHERS AT EACH STUD/RISER

2X10 RISER (TYP.)

3/16" (TYP.) 2" @ 6" O.C.

3/16"

WOOD STAIR TREAD AND RISER

EXISTING RETAINING WALL PER DETAIL 32/SR.4

10 13 14 12 15 SD.5 SD.5 SD.5 SD.5 SD.5 EXISTING RETAINING WALL PER DETAIL 31/SR.4, SIM. EXIST. EXPANSION MAT AND CHAULKING

EDGE OF 1/4" (ASTM A36) TREAD

2X4 LEDGER (TYP.)

EXIST. 8" CONC. STEM WALL AND FOOTING (TYP.)

EXIST. STEEL BEAM

3/16" HSS 4"X6"X1/4" (ASTM A500,GRADE B) BEAM

DBL. 3/4" CD-EXT. PLYWD. SILL PLATE W/ 10D'S @ 12" (MAX.) O.C. (BELOW)

2X4 @ WALL END (TYP.)

13 6 SIM. SD.1 SD.5

BLOCKING AT STAIR COLUMN

1/4" (ASTM A36) TREAD

VARIES (8" MIN.) 3/4" CD-EXT. PLYWD. TREAD, GLUED AND NAILED (TYP.)

10 1 SD.1 SD.5

EXIST. 2X10 (2" X 9 1/2") FL. JST. @ 16" O.C.

6"X12"X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE)

12 11 SD.5 SD.5

EXIST. WATERPROOFING MEMBRANE

EXIST. CONC. SLAB PER PLAN

2"

2X6 STUD @ STAIR RISER (TYP.)

EXIST. 4"Ø PVC PERF. PIPE WRAPPED W/ FILTER FABRIC.

EXIST. 24" DP. (Fc=3,000 PSI) CONC. FT'G. PER PLAN

3/16"

2X6 STUDS @ 1/4" STEEL RISERS (TYP.)

PER ARCH.

REQUIRES SPECIAL INSPECTION

8

STEEL RISER AND TREAD

REVISIONS

A-A: STAIR SECTION

CANTILEVER BEAM AT COLUMN

06.12.12

SCALE: 3/8" = 1'-0"

06.26.12

1 2X6 STUDS @ 2X10 RISERS (TYP.)

5

1"X1 1/2" (ASTM A36) STEEL ROD TOP RAIL

6 7

1"X1" (ASTM A36) STEEL ROD HANDRAIL VERTICAL (TYP.)

3 1/2" O.C.

1/8" S.S. CABLE RAILS @ 3 1/2" O.C. 3/4" CD-EXT. (40/20) PLYWD. GLUED AND NAILED (TYP.)

3 1/2" (MAX.) 34" (NOMINAL) PER ARCH.

DBL. LAYER 3/4" P.T. PLYWD. SOLE PLATE W/ RAMSET1524SDP DRIVEPIN @ 24" (MAX.) O.C. (PER ICC-ES ESR-2690) TYPICAL EXIST. 24" (MIN.) DP. CONC. FT'G.

4"

2X4 AND 2X10 AT EACH RISER AS SHOWN (TYP.)

2X4 CRIPPLE STUDS AS SHOWN W/ 2-16D T.N.'S @ SOLE PLATE (TYP.) 2X4 BLK'G. AT WALL END AND 2X4 FLAT BLK'G @ MID-TREAD

15

WOOD STAIR RISER AND TREAD AT OUTSIDE WALL

14

2X WOOD PLATE W/ SIMP. TBG1475S 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C.

3/4" CD-EXT. (40/20) PLYWD. GLUED AND NAILED (TYP.)

EXIST. 1X DIAGONAL WOOD SUBFLOOR 2X6 WOOD PLATE W/ SIMP. TBG1475S 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C., STAGGERED ROWS EXIST. FL. JST.

2X4 CRIPPLE STUDS AS SHOWN (TYP.) 2X4 BLK'G. AT EC. END AND 2X4 FLAT BLK'G @ MID-TREAD 2X4 P.T. SOLE PLATE W/ RAMSET 1524SDP DRIVEPIN @ 24" (MAX.) O.C. (PER ICC-ES ESR-2690)

2X4 CRIPPLE STUDS AS SHOWN W/ 2-16D T.N.'S @ SOLE PLATE (TYP.)

EXIST. 24" (MIN.) DP. CONC. FT'G.

HSS 6"X8"X3/8" (ASTM A500,GRADE B) BEAM

2X4 BLK'G. AT WALL END AND 2X4 FLAT BLK'G @ MID-TREAD

01.28.13 3.13.13

PLAN CHECK CORRECTIONS PLAN CHECK CORRECTIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS

2X4 CRIPPLE STUDS AS SHOWN W/ 2-16D T.N.'S @ SOLE PLATE (TYP.) 2X4 BLK'G. AT WALL END AND 2X4 FLAT BLK'G @ MID-TREAD DBL. LAYER 3/4" P.T. PLYWD. SOLE PLATE W/ RAMSET1524SDP DRIVEPIN @ 24" (MAX.) O.C. (PER ICC-ES ESR-2690) TYPICAL EXIST. 24" (MIN.) DP. CONC. FT'G.

HSS 2"X6"X1/4" (ASTM A500,GRADE B)

SIMP. 1/4X4 1/2 SDS SCREW (TYP.) PRE-DRILL VERTICAL RAILS 5/16"Ø

GUARDRAIL AT WOOD STAIRS

12.18.12

2X4 AND 2X10 AT EACH RISER AS SHOWN (TYP.)

3/16"

3/4" CD-EXT. (40/20) PLYWD. GLUED AND NAILED (TYP.)

6"

2X4 LEDGER (TYP.)

1 1/2"

2X10 RISER W/ 3-16D'S (TYP.)

09.21.12

3/4" CD-EXT. (40/20) PLYWD. GLUED AND NAILED (TYP.)

1/8"

2X6 STUD @ 2X10 RISERS (TYP.)

2X6 CRIPPLE BELOW 2X10 RISERS (TYP.)

r

PER ARCH.

REQUIRES SPECIAL INSPECTION

9

DBL. LAYER 3/4" PLYWD. SOLE PLATE, GLUED AND NAILED

2X4 BLK'G. AT WALL END AND 2X4 FLAT BLK'G @ MID-TREAD

fo Ca l i

of

1/4" X14" (ASTM A36) STEEL STRINGER

2X4 BLK'G. A @ TOP & BOTTOM

3/4" CD-EXT. (40/20) PLYWD. GLUED AND NAILED (TYP.)

Z ETE MA OU

EXP. 3-31-2013 CIVIL

te

8 SD.5

EXIST. HARDWOOD FLOORING OVER 1X STRAIGHT SH'T.

OPTIONAL SIMP.CNW COUPLER NUT

EXISTING 2X10 JOIST @ 16" O.C.

FESS I ON AL PRO IR

40662

a St

3 1/4" SQ. X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE) 5"Ø WITNESS HOLE

5"Ø WITNESS HOLE

5"Ø WITNESS HOLE

ED

2 3 4 9 SD.5 SD.5 SD.5 SD.5

NEER

3 1/4" SQ. X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE)

D

CENTERLINE OF BLOCKING

GI EN

4 1/2"X1/2"X12" (ASTM A36) CAP PLATE W/ 2-SIMP. 1/4"X3.5" SDS

CENTERLINE OF BLOCKING

5/8"Ø (ASTM A36) ATR

ia

5/8"Ø (ASTM A36) ATR

10d C.N. @ 3" O.C. STAGGERED INTO 4X10 BLK'G.

P

8 1/2"X14"X1/2" (ASTM A36) BACKING PLATE(W/ 11/16"Ø HOLE)

3 1/4" SQ. X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE)

Structural Consultant: ANP Engineering 4682 Iowa St., Suite 207 San Diego, CA 92116

6 SD.5

EXIST. 1X FLOOR SHT.

8 1/2"X14"X1/2" (ASTM A36) BACKING PLATE (W/ 11/16"Ø HOLE)

HSS 8"X6"X3/8" (ASTM A500, GRD. B) BEAM

7" (MAX.)

1 15 SD.1 SD.5

EXIST. 2X10 (2" X 9 1/2") FL. JST. @ 16" O.C.

1/4" (ASTM A36) GUSSET PLATE

REQUIRES SPECIAL INSPECTION

2

5/8"Ø (ASTM A36) ATR

12"

4135 South Tropico Dr. La Mesa, CA 91941 619 518 8071

n

3/16"

EXISTING 6X WALL FRAMING

10

2X6 WOOD PLATE W/ SIMP. TBG1475S 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C., STAGGERED ROWS

1/4" (ASTM A36) TREAD (TYP.)

REQUIRES SPECIAL INSPECTION

REQUIRES SPECIAL INSPECTION

EXIST. HARDWOOD FLOORING OVER 1X STRAIGHT SH'T.

EXIST. 1X DIAGONAL WOOD SUBFLOOR 3/16"

3/16"

OPTIONAL SIMP. CNW COUPLER NUT

7

EXIST. 2X STUDS @ 16" O.C.

SEE SHEET SD.6 FOR 3-D VIEWS OF STAIR WELL FRAMING

ST S EE TR L S AIG TR HT IN GE R

6"X12"X3/8" (ASTM A36) BEARING PLATE (W/ 11/16"Ø HOLE)

TOP VIEW

9

Kent Coston A r c h i t e c t

HSS 2"X6"X1/4" (ASTM A500,GRADE B)

STEEL STAIR RISER TO STUD

1 1/2" NOM.

8.8

8

NG ER

1/4" X14" (ASTM A36) STEEL STRINGER

2-1/2"Ø (ASTM A307) M.B.'S AND WASHERS AT EACH STUD/RISER

1/4" X14" (ASTM A36) STEEL STRINGER

7

RI

7" X 1/4" (ASTM A36) RISER (TYP.)

1/4" X14" (ASTM A36) STEEL STRINGER

1/4" X 7" (NOM.) (ASTM A36) RISER, TYPICAL

7" X 1/4" (ASTM A36) RISER (TYP.)

4"

2 3/4" 1/4" (ASTM A36) TREAD

4

VE

2X6 STUD @ EC. STEEL RISER 2"

ST

1/4" (ASTM A36) TREAD (TYP.)

3 1/2" (MAX.)

1/4" (ASTM A36) TREAD, TYP.

3/16"

L

1/4" X14" (ASTM A36) STEEL STRINGER

3/16"

FINISH MATERIAL PER ARCH. STAIR TREADS (BEYOND)

EE

R

TYP.

1/8"

HANDRAIL VERTICALS

2" @ 6" O.C. 3/16"

U

3

1"X1" (ASTM A36) STEEL ROD HANDRAIL VERTICAL (TYP.) 1/8" S.S. CABLE RAILS @ 3 1/2" O.C.

REQUIRES SPECIAL INSPECTION

6

ST

3/16"

1/4" (ASTM A36) GUSSET PLATE

C

16" O.C. (NOM.) @ CURVE/ARC

ED

HSS 6"X8"X3/8" (ASTM A500,GRADE B) BEAM

1"X1 1/2" (ASTM A36) STEEL ROD TOP RAIL

3 1/2" O.C.

1/4" (ASTM A36) TREAD 1/4" X14" (ASTM A36) STEEL STRINGER

RV

REG I S TE R

6" (MIN.)

2" @ 6" O.C. 3/16"

HSS 2"X6"X1/4" (ASTM A500, GRADE B) CU

Manchester Residence 484 Prospect Street La Jolla, California

3/16"

3/16"

3/16" STE STR EL AIGH STR T ING ER

PROPOSED FLOOR BEAM AT STRINGER PER DETAIL 15/SD.1

34" (NOMINAL) PER ARCH.

1/8"

2X4 AND 2X10 AT EACH RISER AS SHOWN (TYP.)

WOOD STAIR RISER AND TREAD AT FLOOR BEAM

12

WOOD STAIR AT FOOTING

03.13.13

DRAWN CM/ATW

PROJECT 484 Prospect St. Remodel

SD.5

2X4 P.T. SOLE PLATE W/ RAMSET 1524SDP DRIVEPIN @ 24" (MAX.) O.C. (PER ICC-ES ESR-2690) TYPICAL

REQUIRES SPECIAL INSPECTION

13

DATE

11

WOOD STAIR RISER AND TREAD AT INSIDE WALL

OF

-


Kent Coston A r c h i t e c t

4135 South Tropico Dr. 4135 South Tropico Dr. La Mesa, La Mesa, CA 91941 CA 91941 619 518 518 8071 8071 619

1 2

6 3 5

Structural Consultant: ANP Engineering 4682 Iowa St., Suite 207 San Diego, CA 92116

3 P

D

NEER

REG I S TE R

Z ETE MA OU

fo Ca l i

of

r

n

a St

ia

40662

EXP. 3-31-2013 CIVIL

te

8

FESS I ON AL PRO IR

GI EN

ED

7

2

Staircase Iso Views

Manchester Residence 484Prospect ProspectStreet Ave 484 La Jolla, California

4

REVISIONS 06.12.12 06.26.12

1 5 6 7

1

2

3

09.21.12 12.18.12 01.28.13 3.13.13

PLAN CHECK CORRECTIONS PLAN CHECK CORRECTIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS

4

DATE 03.13.13

DRAWN CM/ATW

ALB/KEC

PROJECT 484 Prospect St. Remodel

SD.6 SD.6 5

6

7

8

-

OF OF

-


DETAIL

1" = 1'-0"

16

NEW 1 3/4"X14" LSL W/ EXISTING 14" TJI FLOOR JOIST

(E) STEEL BEAM * CAP PLATE: @ MC12X10.6: 12"X 3/8"X1-1/2" (ASTM A36)

1" = 1'-0"

1" = 1'-0"

FJ-1

/4 X1 P1 .1

P1 .1

FJ-2

P

REG I S TE R

ia

/4 P AB -1. V. 1

n

(N.) 5 1/4"X9 1/2" P.L. (E.N.)

X1 H

SS 3X 5

P3

P3

Manchester Residence 484 Prospect Street La Jolla, California

FJ-2

6 3/ 1

6 7

12.18.12 01.28.13 3.13.13

PLAN CHECK CORRECTIONS PLAN CHECK CORRECTIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS FIELD REVISIONS

C12

14/SD.7 12"x3/8"x1-1/2" Cap Plate

3/16"

typ

A

C12

BEAM TOP FLANGE

BEVEL AS REQ'D. FOR WELD PROCEDURE

C6x8.2

RAD. = 1/2'' (TYP.)

6x6x3/8" Erection plate w/ (2)- 3/4" dia bolts (A325)

1/4"

3/16"

18

5

09.21.12

Stringer per plan

STRINGER PER PLAN

DETAIL

1

∠3x3x3/8" beyond

11/SD.7

13

HSS4x4x1/4" Column

19

4X

5 5/8" v.i.f.

DETAIL

BEAM PER PLAN

3/4" = 1'-0"

4X

.) (E

REQUIRES SPECIAL INSPECTION

typ

REQUIRES SPECIAL INSPECTION

06.26.12

2"x3/8" Plate see 2/SD.7 for details

UPPER ROOF LANDING 1/4" PLATE (ASTM A36)

1"@12" O.C

06.12.12

C12

3/4" dia A325 Bolts

STRINGER PER PLAN

REVISIONS

A

3/16"

DETAIL

(B1) C12X20.7

SJ-2

SCALE: 1/2" = 1'-0"

3/8" Stiffener Plate

TYP.

REQUIRES SPECIAL INSPECTION

(B1) C12X20.7

H S 4X S4 3/ X 8

H H S (A 4X BO 4 VE X3 ) /8

6 3/ 1

H H S (A 4X BO 4 VE X3 ) /8

) VE BO (A

4X

3/ 8 H

STAIR LAYOUT AT 2ND FLOOR FRAMING LEVEL

Stringer per plan

1" @12" O.C. 1/4" BEAM PER PLAN

1/4" PLATE (ASTM A36)

4X6 BLOCKING W/ CS16 STRAP (12' -6" LONG)

8 SD.7

H

S4 X

12 SD.7

3/16"

L 3X3X3/8 (ASTM A36) BEYOND

(N.) HSS COL. W/ 2X6 NAILERS

6 SD.7

SJ-2

HSS 4X4X1/4 (ASTM A500, GRADE B)

UPPER DECK

3 SD.7

SS 3X 5 H

(B3) MC12X10.6

SJ-2

L3X3 X 3/8

H S 4X S4 3/ X 8

(N.) 5 1/4"X9 1/2" P.L. (E.N.)

(N.) 5 1/4"X9 1/2" P.L. (E.N.)

HS (N.) 5 1/4"X9 1/2" P.L. (E.N.) S3 X5 X1 /4 5 SD.7

(2) 1/2"DIA. DRAIN HOLES

10"X3/8"X10 1/2" (ASTM A36) PLATE W/ 3-3/4 DIA. 7 SIM. (ASTM A325)M.B.'S, TYPICAL THIS LEVEL SD.7

(N.) 5 1/4"X9 1/2" P.L. (E.N.)

3FB4

(N.) 5 1/4"X14" P.L. (E.N.)

CMST14 STRAP

2X6 STUD WALL

(N.) 5 1/4"X14" P.L. (E.N.)

(E .) (T 4X4 .B X .R 3/ .) 16

FJ-1

P3

3/16"

14

1" = 1'-0"

9"X3/8"X10 1/2" (ASTM A36) PLATE W/ 3-3/4 DIA. (ASTM A325)M.B.'S, TYPICAL THIS LEVEL 5-1/4"X9 1/2" PSL

(N.) HSS COL.

SEE 12/SD.7

DETAIL

15

4 SD.7

r

TYP.

MC12X10.6 (ASTM A36) STRINGER

C6X8.2 PER 14/SD.7

3-1/2"X14" LSL

NEW/EXISTING 2X10 FLOOR JOIST/LEDGER

2X6 WOOD NAILER WITH SIMPSON TBG1475S - 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C., STAGGERED ROWS, TYPICAL

RIPPED 6X10 NO.1 BM. (BELOW)

42" min. 2"

11 1/8" v.i.f.

DETAIL

1" = 1'-0"

7 SD.7

3.B SD.7

(2) 3/4" DIA. M.BOLTS (ASTM A325)

TYP. TYP.

1/4" TYP. (N) HSS 4X4X3/8 (ASTM A500, GRADE B) REQUIRES SPECIAL INSPECTION

REQUIRES SPECIAL INSPECTION

SJ-1

fo Ca l i

of

PLUG OPENING W/ RUBBER BLOCK

C6X8.2 TIE BM. 1/4" 1/4"

3.B SD.7

REQUIRES SPECIAL INSPECTION

DETAIL

1" = 1'-0"

17

C12x10.7

1 1/2"

BEVEL AS REQ'D. FOR WELD PROCEDURE

2/SD.7 C12x10.7 beyond

3/16" typ

See 12/SD.7 for base attachment

REQUIRES SPECIAL INSPECTION

DETAIL

1" = 1'-0"

2''

DATE 03.13.13

DRAWN CM/ATW

12

PROJECT

3/4''

42" min.

2.0

REQUIRES SPECIAL INSPECTION

SJ-1: C3X4.1 @ 12" O.C. SJ-2:: L3X3X3/8 @ 10" O.C.

STRINGER PER PLAN

13 SD.7

2 SD.7

2 SIM. SD.7

CAP PLATE *

3/16"

1/4"

3/16"

2"x3/8" Plate see 2/SD.7 for details

3.B SD.8 1 SD.7

BEAM PER PLAN

∠3x3x3/8"

C12

8

40662

EXP. 3-31-2013 CIVIL

te

MSTA24 (H)

NEER

BEAM PER PLAN

MASTER BEDROOM FINISH FLOOR LEVEL

1" = 1'-0"

11

Z ETE MA OU

D

3/16"

C3X4.1 (ASTM A36) @ 12" O.C.

MC12X10.6 (ASTM A36) STRINGER

32 SD.10

DETAIL

9'-6" 6

5

FESS I ON AL PRO IR

GI EN

typ

3/16"

3B SD.7 MSTA24 (H)

ED

5

EXIST. W14X68 BM.

(E) TS 4X4X3/16" COLUMN REQUIRES SPECIAL INSPECTION

TYP.

1/4"

CAP PLATE *

∠3x3x3/8" beyond

Structural Consultant: ANP Engineering 4682 Iowa St., Suite 207 San Diego, CA 92116

a St

1/4" PLATE (ASTM A36)

6.1 SD.8

6 6 TYP. SD.7 SD.7

5 1/4"X11 7/8" P.L. HD'R.

TYP.

9 SD.7

9

(E.) TS4X4 COLUMN MC12 X 10.6 (ASTM A36)

16 SD.7

5 1/4"X11 7/8" P.L. HD'R.

C6X8.2 TIE BEAM PER 14/SD.7

TOP OF LANDING FINISH

3/8" STIFF PLATE (ASTM A36) (TYP.)

(E.) FLOOR SHEATHING

1" = 1'-0"

8 SD.7

MSTA24 (H)

/4

TS 2X2X1/8 BOTTOM RAIL (ASTM A500, GRADE B)

(2) 3/4" DIA. M.B. (ASTM A325) W/ WEDGE WASHERS

1/8"

3/16"

REQUIRES SPECIAL INSPECTION BEAM PER PLAN

TYP. 1/4" 1/4" 1/4" PLATE L 3X3X3/8" (ASTM A36) (ASTM A36)

Stringer per plan

11

4'-6" 6

TYP. SIDES

DETAIL

BEAM PER PLAN

TS 2X2X1/8 (ASTM A500, GRADE B) TOP RAIL

STRINGER PER PLAN A 1/8"

C3X4.1 (ASTM A36) @ 12" O.C. PER DET. 4/SD.7

3/16"

10

1" = 1'-0"

REQUIRES SPECIAL INSPECTION

TS 2X2X1/8 @48" O.C MAX (ASTM A36)

1/4" (ASTM A36) PLATE

C3 X 4.1 (ASTM A36)

DETAIL

7

1" = 1'-0"

2

(E.) TS 4X4X3/16" COLUMN

A

REQUIRES SPECIAL INSPECTION

DETAIL

5

BEAM PER PLAN

STRINGER PER PLAN

SJ-1 4 TYP. SD.7

/4 X1 X5 P3 S3 HS

TYP.

3/16"

TOP & BOTTOM

A

1" = 1'-0"

X1

MC12 X 10.6 (ASTM A36)

3/16" 2"@4" O.C 7X7X3/8 PLATE (ASTM A36) W/ (2) 3/4" DIA. M.B. 'S (ASTM A325) (TYP.)

1"

DETAIL

1/8"

FINISHED DECK

EXIST. W14X68 BM. 8 SD.7

12 SD.7

SCALE: 1/2" = 1'-0"

4" MIN. (DO NOT OVER WELD)* 1/4" 1/8"

SJ-1

SJ-2

15 SD.7

4135 South Tropico Dr. La Mesa, CA 91941 619 518 8071

3.A SD.7

REQUIRES SPECIAL INSPECTION

6

1" = 1'-0"

11

STAIR LAYOUT AT 3RD FLOOR FRAMING LEVEL

1 1. . P- BV A

HSS 5X3X5/16 (ASTM A500, GRADE B)

1/4" CAP PLATE @ COLUMN 1/4" PLATE FINISHED DECK

HSS 5X3X5/16 (ASTM A500, GRADE B)

DETAIL

6.1

1" = 1'-0"

TS 2X2X1/8 (ASTM A36) @48" O.C MAX

3/16" BM./STRINGER PER PLAN (ASTM A36)

DETAIL

REQUIRES SPECIAL INSPECTION

5 TYP. SD.7

10'-4" (V.I.F.)

SJ-1: C3X4.1 @ 12" O.C. SJ-2:: L3X3X3/8 @ 10" O.C.

X5 S3 HS

TS 2X2X1/8 (ASTM A36) TOP RAIL

TS 2X2X1/8 (ASTM A36) BOTTOM RAIL

B

L 3X3X3/8 (ASTM A36)

NOTE: DAP BEAM AT COLUMN AS REQUIRED PRIOR TO WELDING

3/16"

TOP & BOTTOM

17 SD.7

(B1) C12X20.7 5 TYP. SD.7

16 SD.7

6.1 SD.8

STRINGER BEAM PER PLAN

REQUIRES SPECIAL INSPECTION

3

1" = 1'-0"

C

BM./STRINGER PER PLAN (ASTM A36) 1"

DETAIL

(E.) W14X48 (ASTM A992)

3/16"

BEAM PER PLAN

6x6x3/8" Erection plate w/ (2)- 3/4" dia bolts (A325)

C12x20.7

3/16" 1/2" (ASTM A36) SHEAR PLATES AT COLUMNS PER DETAIL 24/SD.2

E.N. 2X6 WOOD NAILER WITH SIMPSON TBG1475S - 3" NO.14 FLAT HEAD DRILL POINT SCREWS @ 12" O.C., STAGGERED ROWS, TYPICAL 1/4" (ASTM A36) PLATE

1 1/2"

REQUIRES SPECIAL INSPECTION

13 SD.7

4X

B

C3X4.1 (ASTM A36) @ 12" O.C.

(E.) 2X6 WOOD STUDS @ 16" O.C.

1ST FLOOR

HSS 5X3X1/4 (ASTM A500, GRADE B)

SHEAR WALL PER PLANS

7X7X3/8 PLATE (ASTM A36) W/ (2) 3/4" DIA. M.B. 'S (ASTM A325) (TYP.)

3.B SIM. SD.7

11 SD.7 MC12X10.6

SJ-1

.)

2 1/2"

1/4" PLATE (ASTM A36)

4X

5"

SJ-2

6 TYP. SD.7

(TYPICAL)

3/4" DIA. @12" O.C.

TYP.

1 1/2"

3"

1/4" Plate 3/16"

17 SD.7

(E

3" 3/16"

C

1 1/2"

3/4 DIA. M.B. (ASTM A325)

(E.) 2X6 STUDS @ 16" O.C.

C

4 SD.7 TYP.

H S 4X S4 3/ X 8

1/4" PLATE (ASTM A36) WELDED TO BEAM W/ 3/16" WELD 2" LONG @ 6" O.C.

2ND FLOOR 3/16" EXIST. DECK FRAMING HSS 5X3X1/4 (ASTM A500, GRADE B)

5 1/4"X9 1/2" PSL

C12X20.7 (ASTM A36)

HSS 5X3X1/4 (ASTM A500, GRADE B)

COLUMN PER PLAN

SJ-1

EXIST. W14X68 (T.B.R.)

STRINGER PER PLAN

3"

A OR B 2 1/2"

9A SD.8

L3X 3X3/8

TOP & BOTTOM

TOP & BOTTOM

Kent Coston A r c h i t e c t

MSTA24

6X10 NO.1 19 SD.8

13 SD.7

BEAM PER PLANS

10" 3" 2"

5"

3"

MC12X10.6 (ASTM A36) STRINGERS (BELOW)

FJ-2 T.B.R. C3 X 4.1 (ASTM A36)

2 ROWS OF 10D @4" O.C., STAGGERED

3/16"

1

1" = 1'-0"

19 SD.7

7.C SD.7

(B3) MC12X10.6

1.5"

(E) 1X DIAGONAL WOOD SHEATHING

9"X3/8"X10 1/2" (ASTM A36) PLATE 3/4 DIA. M.B. (ASTM A325)

(N.) W18X46 (ASTM A992) HD'R.

DETAIL

REQUIRES SPECIAL INSPECTION

2

1" = 1'-0"

4

(E.) 2X6 STUDS

TYP.

5 1/4"X14" P.L. BM.

DETAIL

3/16

7.A SD.7

(B2) MC12X10.6

3"

FINISHED FLOOR

2 1/2"

HSS 5X3X1/4 (ASTM A500, GRADE B)

7" SQ.X3/8" (ASTM A36) ERECTION PLATE W/ TWO 3/4 DIA. M.B.S (ASTM A325)

(E.) 3/4" PLY

5"

A

C12X20.7 (ASTM A36)

PORTION OF (E.) PARAPET TO BE REMOVED

3"

3/16"

7.B SD.7

P3

3/4 DIA. M.BOLTS (ASTM A325)

MST 36

6X10 D.F. NO.1 TAPERED BEAM

6X10 BLOCKING (2 BAYS)

HSS3X5X1/4 (ABOVE) MSTA24

/4 X1

3/16" 10"X3/8"X10 1/2" (ASTM A36) PLATE TYP. 3/16"

RR-2 CJ-2

3/16" C12X20.7 (ASTM A36) BEAM

X5 S3 HS

MC12X10.6 (ASTM A36) STRINGER

3/16"

/4 X1

5-1/4"X9 1/2" PSL PER PLAN

X5 S3 HS

4

1" = 1'-0"

ROOF DECK

(N.) 5 1/4"X14" P.L. (E.N.)

MASTER BEDROOM FLOOR

(B1) C12X20.7

9"X3/8"X10 1/2" (ASTM A36) PLATE

3 ROWS OF 10D @4" O.C.

10-10D, STAGGERED PER BLOCKING (E) PLYWOOD SHEATHING

(2) 3/4" DIA. X 8" GALV.LAGS

2"X3/8"X15" (ASTM A36) END PLATE

/4 X1 X5 ) S3 OW H S EL (B

DETAIL

3/16"

(E.) FLOOR SHEATHING

3/16" L 4X4X1/2" (ASTM A36)

DJ-3

C3X4.1 (ASTM A36) @ 12" O.C.

2"@ 8"O.C.

STRINGER PER PLAN

3/16" 1/4" (ASTM A36) PLATE C3X4.1 (ASTM A36) @ 12" O.C. PER DET. 4/SD.7

3"

3/16"

REQUIRES SPECIAL INSPECTION EXTEND COLUMN FOR GUARD RAIL

P1 .1

1/4" PLATE (ASTM A36)

484 Prospect St. Remodel

BEAM BTM. FLANGE

3/4''

NOTE: AFTER ERECTION AND WELDING OF FRAME ALL WELD ACCESS HOLES TO BE FILLED-IN, LEVEL TO SURFACE OF WEB AND GROUND TO A SMOOTH FINISH

B. TYPICAL WELD ACCESS HOLE REQUIRES SPECIAL INSPECTION

DETAIL

1" = 1'-0"

11

2

SD.7 OF

-


New School of Architecture San Diego - library addition BLAU - Bosshart Laboratory of Architecture & Urbanism


PLAN NOTES / WALL TYPES 1 5/8" GYPSUM TYPE 'X' BOARD TYP. 3/4" PLYWOOD - PER STRUCTURAL 1" 52

2x4 FRAMING 5/8" GYPSUM TYPE 'X' BOARD TYP.

REVISION

1/2" HOMASOTE BOARD 5/8" GYPSUM TYPE 'X' BOARD TYP. 3/4" PLYWOOD - PER STRUCTURAL M111

WOMEN

2x4 FRAMING

STORAGE

6"

MEN

12/09/2011

2

R-13 INSULATION

2'-5"

5/8" GYPSUM TYPE 'X' BOARD TYP.

3

SUCCESS CENTER OFFICE

1/2" HOMASOTE BOARD

OPEN TO ABOVE

5/8" GYPSUM TYPE 'X' BOARD TYP. 3/4" PLYWOOD - PER STRUCTURAL

6'-8"

OPEN TO ABOVE

A1.4

5/8" GYPSUM TYPE 'X' BOARD TYP.

FCL 10'-0"

3/4" PLYWOOD - PER STRUCTURAL

SUCCESS CENTER

COPY A1.2 1

COPY

36

'-8

STORAGE

STORAGE

15

"

2x4 FRAMING R-13 INSULATION

'-7

WALLS TO BE PARALLEL

"

EXISTING WALL

A1.2

TO REMAIN AS IS ADD CLOSERS & STOPS

2

STORAGE

2

2"

COPY MAIL

4 FUR WALL TO BEAM MATCH EXISTING A1.3

7'-2"

10'-7"

A1.3 2

STUDENT LOUNGE

7

SERVICE WINDOW

A1.3

OPEN TO ABOVE

1 6' 4' 8

SDGE Service Room

NEW PROPOSED AREA TO BE MODIFIED

1

FLOOR PLAN

1 8"

2

3

4

KEY NOTES / FINISHES

LEGEND EXISTING

7"

3'-10"

SELF-SERVE KIOSK

CHAIR STORAGE

2

9'-9"

M105 CLASSROOM

LIBRARY EXPANSION WALL TO MATCH EXISTING

3

FCL 10'-0" M115 PRINT/PLOT CENTER

10'-7"

M104 CLASSROOM

5 1/2" HOMASOTE BOARD

BENCH

6'

31'-6"

STORAGE

M103 CLASSROOM

BULLETIN BOARD

1

1

ROLL UP GATE

A1.4

5

REMOVED

6

1249 F Street, San Diego, CA 92101

8'-8"

GALLERY

FIRE SPRINKLER SYSTEM

4

1

= 1' - 0"

FLOOR PLAN

12/05/2011

OPEN TO ABOVE

FRONT DESK

1/2" HOMASOTE BOARD

TO REMAIN AS IS

5

DATE

ELEVATOR

5/8" GYPSUM TYPE 'X' BOARD TYP.

M116 CLASSROOM

CONTACT PROJECT NEWSCHOOL OF ARCHITECTURE+DESIGN 1249 F STREET SAN DIEGO, CA 92101 800-490-7081

4

R-13 INSULATION

DOOR TO REMAIN AS IS FCL 10'-0"

47 8"

14' BOOK DROP-OFF CART

1" 62

2x4 FRAMING

3 6

NSAD - STUDENT LOUNGE

6'-8"

1" 74

DESIGNATED FACULTY WORK/PUBLICATION DISPLAY AREA

MATCH EXISTING

PUBLICATION

5

11'-11"

FULL HEIGHT WALL RICHARD WELSH LIBRARY

A1.1


20'-11"

16'-1"

EXISTING

CORRIDOR

SELF-SERVE KIOSK

7'-6"

5" 8'-9"

28'-4"

8'-11"

ELEVATION 1

25'-1"

TJI 45x302 24"O.C TYP.

FCL 10'-0"

4'-2"

SUCCESS CENTER

CORRIDOR

PRINT/PLOT CENTER

STORAGE

SIDE WALK 7'-1"

11'-1" 16'-1"

SECTION/ELEVATION

1 4"

20'-11"

7'-6" 28'-4"

5" 8'-9"

8'-11"

25'-1" 25'-6"

SECTION 2

CONTACT PROJECT NEWSCHOOL OF ARCHITECTURE+DESIGN 1249 F STREET SAN DIEGO, CA 92101 800-490-7081

5'

12/09/2011

SIDE WALK

25'-6"

SECTION OF DIAGONAL WALL PRESENTATIONAL PURPOSES ONLY

TJI 2x12 12"O.C TYP.

SUCCESS CENTER OFFICE

STORAGE

9

1249 F Street, San Diego, CA 92101

EDGE OF HOMASOTE BOARD

= 1' - 0"

ELEVATION/SECTION

12/05/2011

EXISTING

DATE

11'-1"

SUCCESS CENTER

NSAD - STUDENT LOUNGE

5'

EXISTING

3'-11"

SUCCESS CENTER OFFICE

11'

EXISTING

11'

REVISION

SECTION OF DIAGONAL WALL PRESENTATIONAL PURPOSES ONLY

A1.2


5

4

EXISTING ENTRANCE

6'-5"

STUDENT LOUNGE

29'-1"

2'

7'-1"

ELEVATION 1

21'-1"

37'-6"

12/09/2011

7'-1"

PRINT CENTER

REVISION

17'-4"

10'-3"

8'-5"

1'-10"

6

28'-2" 65'-8"

5

4

29'-1"

2'

7'-1"

SECTION 2

21'-1"

37'-6"

28'-2" 65'-8"

P-LAM TJI 2x12 3'

TJI 2x12

1'-1"

P-LAM TJI 2x12

17'-4"

5'-2"

ACOUSTICAL WALL

ELEVATIONS/SECTIONS

1 4"

= 1' - 0"

4

SECTION 3

29'-1"

2'

5

6

12/05/2011

27'-7"

DATE

10'

4'-6"

BULLETIN BOARD

2'-6"

STUDENT LOUNGE

ROLL UP GATE STORAGE

1

1249 F Street, San Diego, CA 92101

6'-5"

CONTACT PROJECT NEWSCHOOL OF ARCHITECTURE+DESIGN 1249 F STREET SAN DIEGO, CA 92101 800-490-7081

EXISTING ENTRANCE

NSAD - STUDENT LOUNGE

STUDENT LOUNGE

2'-6"

PRINT/PLOT CENTER

7'-1"

7'-1"

4'-6"

10'

4'

17'-4"

10'-3"

8'-5"

1'-1"

1'-10"

6

ELEVATIONS/SECTIONS A1.3


LIGHTING NOTES

R19 INSULATION THROUGHOUT WITH CEILING SCRIM (REFLECTIVE)

REVISION

SUCCESS CENTER RCP FULL HEIGHT WALL

7'-11"

MEN

STORAGE OPEN TO BELOW 2X12

GFI S

GFI S

D

M111 ESTABAN BUELNA

WOMEN

EQ

3

S

EQ

RICHARD WELSH LIBRARY

2X12

D

TO REMAIN AS IS

D

SUCCESS CENTER D OFFICE

5 S

EQ

EQ

EQ

S

T-BAR CEILING OPEN TO BELOW

6'-7" 3

D

3'-10"

6

EQ

EQ

GFI

EQ

4'-7"

12/09/2011

SERIES 16 - HIGH-PERFORMANCE, RECTILINEAR, INDIRECT/DIRECT LUMINAIRE THROUGHOUT LIBRARY. TOTAL: 21 FIXTURES

S

D

4

2X12

D

M116 CLASSROOM

S

ELEVATOR

T-BAR CEILING

OPEN TO ABOVE GALLERY

T-BAR CEILING

TO REMAIN AS IS

SUCCESS CENTER OPEN TO ABOVE

PRINT CENTER RCP

D

D

FRONT DESK T-BAR CEILING

PRINT/PLOT CENTER

STORAGE

8 2X12

STUDENT LOUNGE FUR WALL TO BEAM MATCH EXISTING

D

3'

D

FINELITE S-16

TV

7 D

1

2

3

CHAIR STORAGE

4

SERVICE WINDOW 2'-9"

OVERHEAD POWER SOURCE FOR PROJECTOR D

D

S

STUDENT LOUNGE D

D

8

M115 PRINT/PLOT CENTER

EQ

EQ

4

S

1

5

6

6

LEGEND DUPLEX RECEPTACLE

SDGE Service Room

D

5

OPEN AREA EXISTING LIGHT FIXTURES TO REMAIN AND UPDATED, CONVERT ALL FLUORESCENT TO T8

W

M105 CLASSROOM

EQ

M104 CLASSROOM

SDGE Service Room

2

5'-6"

M103 CLASSROOM

EQ

D

1

BENCH

D

STORAGE

D

2X12

BULLETIN BOARD

ROLL UP GATE

T-BAR CEILING

2X12

OPEN TO BELOW 2X12

T-BAR CEILING D

P-LAM

STORAGE

P-LAM

STORAGE

DUPLEX RECEPTACLE, WEATHER PROOF GFI TYPE

GFI

DUPLEX RECEPTACLE, GROUND FAULT INTERRRUPT TYPE DEDICATED DUPLEX RECEPTACLE TELEPHONE RECEPTACLE

D

DATA SYSTEM OUTLET

TV

CABLE / SATELLITE TV OUTLET CONDUIT AND WIRE CONCEALED IN WALL OR CEILING

S

LINE VOLTAGE TWO POLE SWITCH MOUNTED SENSOR SWITCH FOR LIGHTING RECESSED CUILING MOUNTED LIGHT FIXTURE

S

SMOKE DETECTORE, LINE VOLTAGE W/ BATTERY BACK-UP EXHAUST FAN

ELECTRICAL PLAN / REFECTED CEILING PLAN

1 8"

= 1' - 0"

T8 - FLUORESCENT TUBES TO MATCH EXISTING 21 FINELITE SERIES 16

ELECTRICAL / REFLECTED CEILING PLAN

1249 F Street, San Diego, CA 92101

2X12

D

12/05/2011

2X12

DATE

D

T-BAR CEILING

D

NSAD - STUDENT LOUNGE

S

MAIL

CONTACT PROJECT NEWSCHOOL OF ARCHITECTURE+DESIGN 1249 F STREET SAN DIEGO, CA 92101 800-490-7081

T-BAR CEILING

D

D

FIRE SPRINKLER SYSTEM

E1.1


Villa Glorietta Patrick McInerney Architects & Associates


NOTES: - THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE WARRANTY FOR THE WATERPROOFING OF THE NEW BELOW GRADE CONSTRUCTION. - THE SHORING PERMIT MUST BE OBTAINED PRIOR TO THE ISSUANCE OF BUILDING PERMIT FOR THIS PROJECT. PLANS CANNOT BE SENT BACK TO CITY WITHOUT EVIDENCE OF A SHORING PERMIT BEING OBTAINED. - ALL GLAZING TO BE TEMPERED INCLUDING DOORS AND ENCLOSURES FOR HOT TUBS. EXTERIOR STAIRCASE LEADING UP TO WOOD DECK ABOVE.

WATERPROOF BARRIER CONSTRUCTION

WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE.

1'-3" 1'-7"

NO.20

NO.19

NO.18

R1.5 STORAGE

INE

RTY L PROPE

LOWER LEVEL FFL -8'-8" below Grade

W1.3

EDGE OF FLOOR STEP 4" DOWN IN SLAP

9'-43 8"

UP

OPEN TO ABOVE 22' TEMPERED GLASS WINDOW FIXED INTO CONCRETE WALL

E

TBACK LIN

25'-83 8"

LOWER LEVEL FFL -9'-0" below Grade

TEMPERED GLASS WINDOW FIXED INTO CONCRETE WALL w/ 4' TEMPERED SLIDING GLASS DOOR

R1.3 W1.2 BATHROOM

W1.1

NOTE: HANDRAILS TO BE LOCATED ON BOTH SIDES AND COMPLY WITH 1012.3

12'-115 8"

TYP. EXTERIOR STAIRCASE w/ 7"RISE AND 11"TREAD

SIDE SE

- CORONADO 2 MINIMUM CAR PARKING SPACES TO BE PROVIDED - 9'x18' CLEAR

NO.21

1 26'-8 8"

EDGE OF FLOOR STEP 4" DOWN IN SLAP

R1.2 BEDROOM 16' x 14'-8"

5'

3'

11'

2'

5'-43 8" CAR PARKING SPACE 9' x 18'

CAR PARKING SPACE 9' x 18'

CAR PARKING SPACE 9' x 18'

1" 10'-54

18'

CAR PARKING SPACE 9' x 18'

INJECTOR PUMP LOCATION: - 1 PUMP FOR SEWAGE - 1 PUMP FOR MAIN WATER

BIKE STORAGE 9'

9'

CONCRETE POURED IN PLACE WALLS TO BE COVERED w/ 5/8" DRYWALL

CONCRETE POURED IN PLACE WALLS TO BE COVERED w/ 5/8" DRYWALL

WATERPROOF BARRIER CONSTRUCTION LOWER LEVEL FFL -9'-0" below Grade

LOWER LEVEL FFL -9'-0" below Grade

R1.1 PARKING GARAGE

CONCRETE FLOOR TO SLOPE 2% TO DRAINS

CONCRETE FLOOR TO SLOPE 2% TO DRAINS

1'-43 8"

4'-63 4"

3'-6"

D1.3

1" 7'-84 DOOR TO BE 134" SOLID TIMBER w/ SELF CLOSER

1" 3'-84 WATERPROOF BARRIER CONSTRUCTION

60 MINS SELF CLOSING 138" SOLID CORE DOOR

UP RISER

TYP. LEV THYSSENKRUPP TYPE 1 ELEVATOR

CONCRETE POURED IN PLACE WALLS TO BE COVERED w/ 5/8" DRYWALL

4'-87 8"

13'-103 4"

INDOOR COIL

LOWER LEVEL FFL -9'-0" below Grade NO.14

TYP. DISCHARGE LINE TO FLOOR SINK w/ 1" MINIMUM AIR GAP

D1.4

R1.4 MECHANICAL / ELECTRICAL ROOM

14'-43 4"

6'-03 8"

NO.15

LOWER LEVEL FFL -9'-0" from Grade

CONCRETE POURED IN PLACE WALLS TO BE COVERED w/ 5/8" DRYWALL

• • •• •• • • • • • • • • • • GALLONS TRIANGLE TUBE HOT WATER CYLINDER TRIANGLE TUBE PRESTIGE MODULATING BOILER TO SERVE DOMESTIC HOT WATER AND HYDROLIC HEATING AT BASEMENT

SIDE SETB

ACK LINE W1.4

NO.13

METAL ROLL UP GARAGE GATE

26'-4 5" 8

EDGE OF TERRACE ABOVE 7' CLEARANCE 10% SLOPE

IN-WALL VENT

NO.12 NO.10

PROPE

20% SLOPE

NO.9

RTY LIN

E NO.8

Jo 10% SLOPE

NO.7

WATERPROOF BARRIER CONSTRUCTION

9'

NO.11

40'-3 1" 4

NO.6

8'

NO.5

S

NO.3

39'-6"

D

TOP OF RAMP TO BE AT GRADE LEVEL

NO.4

97'-3 1" 8

12" CONCRETE RETURN WALL UNDER RAMP

11'-7"

WATERPROOF BARRIER CONSTRUCTION

3'

CONCRETE POURED IN PLACE WALLS TO BE COVERED w/ 5/8" DRYWALL

SWIMMING POOL

26'-113 8"

9'

79'-83 8"

D1.2

3'-5"

WATERPROOF BARRIER CONSTRUCTION14'

PROPERTY LINE

2'-9"

D1.1

DOOR TO BE CONSTRUCTED w/ 121" SOLID TIMBER. DOOR TO BE HUNG w/ SELF CLOSER

FRONT SETBACK LINE

3'-6"

1" 24'-114 WATERPROOF BARRIER CONSTRUCTION

18'-87 8"

22'-103 8"

REAR SETBACK LINE

PROPERTY LINE

15'-3"

BEDROOM LEVEL FFL -8'-8" below Grade

NO.2 NO.1

8'

BASEMENT PLAN 3 SCALE: 16 " = 1'-0"

N

A


NOTES: - THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE WARRANTY FOR THE WATERPROOFING OF THE NEW BELOW GRADE CONSTRUCTION. - THE SHORING PERMIT MUST BE OBTAINED PRIOR TO THE ISSUANCE OF BUILDING PERMIT FOR THIS PROJECT. PLANS CANNOT BE SENT BACK TO CITY WITHOUT EVIDENCE OF A SHORING PERMIT BEING OBTAINED. - ALL GLAZING TO BE TEMPERED INCLUDING DOORS AND ENCLOSURES FOR HOT TUBS. WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE. - CORONADO 2 MINIMUM CAR PARKING SPACES TO BE PROVIDED - 9'x18' CLEAR

E

RTY LIN

PROPE

EDGE OF BASEMENT CONCRETE BELOW 48'-57 8"

6'-07 8"

6'-6"

6'-5"

UP OPEN TO BELOW

9'-6"

20'

8'

E 4'

TBACK LIN

W2.3

FIRE PLACE

7'

W2.4

FCL +11'-234" above Grade FFL +1'-234" above Grade

D2.1

R1.5 POWDER 5'' x 7'

FCL +11'-234" above Grade FFL +1'-234" above Grade

W2.5

W2.2

R1.0 LIVING ROOM 17' x 18'

D2.2

D2.3

4'-6"

1'-6"

W2.6

CLOSET

3'

FCL +11'-234" above Grade FFL +1'-234" above Grade

6'-2"

WINE STORAGE

EDGE OF BASEMENT CONCRETE BELOW

PROPERTY LINE

W2.12

1" 11'-74

4'-6"

FRONT SETBACK LINE

3'

R1.1 FORMAL DINING ROOM 11'-5" x 17'-7"

1" 6'-68

11'-05 8"

4'

FCL +11'-234" above Grade FFL +1'-234" above Grade

1" 5'-78

R1.6 INFORMAL DINING SPACE R1.2 KITCHEN 12'-3" x 22'-6"

W2.8

4'-115 8"

8'

2'

4'

FCL +11'-234" above Grade FFL +1'-234" above Grade

1" 6'-68

18'-13 4"

59'-17 8"

W2.1

W2.7

3'-6"

SWIMMING POOL

2ND FLOOR REAR SETBACK LINE

EDGE OF BASEMENT CONCRETE BELOW

REAR SETBACK LINE

PROPERTY LINE

EDGE OF BASEMENT CONCRETE BELOW

D2.4

4'

FCL +11'-234" above Grade FFL +1'-234" above Grade

R1.3 STUDY ROOM 10'-10" x 14'-4"

UP

FCL +11'-234" above Grade FFL +1'-234" above Grade

W2.11

4'-3"

1" 10'-112

TYP. LEV THYSSENKRUPP TYPE 1 ELEVATOR

8'

7'

R1.4 GAME ROOM 14'-11" x 12'

10'-6"

SIDE SE

W2.10

W2.9

2'-95 8"

1" 4'-18

4'

6'

1" 4'-18

2'-6"

1" 17'-74

SIDE SETB

ACK LINE

EDGE OF BASEMENT CONCRETE BELOW

PROPE

RTY LIN

E

Jo

D

S

FIRST FLOOR PLAN

TOTAL FLOOR AREA 2302sf

3 SCALE: 16 " = 1'-0"

N

A


NOTES: - THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE WARRANTY FOR THE WATERPROOFING OF THE NEW BELOW GRADE CONSTRUCTION. - THE SHORING PERMIT MUST BE OBTAINED PRIOR TO THE ISSUANCE OF BUILDING PERMIT FOR THIS PROJECT. PLANS CANNOT BE SENT BACK TO CITY WITHOUT EVIDENCE OF A SHORING PERMIT BEING OBTAINED. - ALL GLAZING TO BE TEMPERED INCLUDING DOORS AND ENCLOSURES FOR HOT TUBS. WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE. - CORONADO 2 MINIMUM CAR PARKING SPACES TO BE PROVIDED - 9'x18' CLEAR

E

RTY LIN

PROPE

E

TBACK LIN

SIDE SE

D3.11

DECK

W3.8

R2.10 BATHROOM 5'-7" x 11'-6"

D3.12

R2.8 BEDROOM 4 12' x 15'

FCL +21'-521" above Grade FFL +12'-521" above Grade

FCL +21'-521" above Grade FFL +12'-521" above Grade

2ND FLOOR REAR SETBACK LINE

D3.3

FAKRO LADDER/STAIR ACCESS TO ROOF

D3.5

R2.0 MASTER BEDROOM 14' x 15'

W3.1

FCL +21'-521" above Grade FFL +12'-521" above Grade

D3.2

FCL +21'-521" above Grade FFL +12'-521" above Grade

R2.4 BEDROOM 2 12' x 14'-11"

W3.6

D3.6

R2.1 MASTER BATHROOM 13' x 14'

D3.10

R2.5 BATHROOM 5'-7" x 9'-1"

R2.6 PRAYING 4'-9" x 6'-4"

D3.9

PROPERTY LINE

R2.7 LAUNDRY ROOM 8'1"x16'

W3.7

FRONT SETBACK LINE

REAR SETBACK LINE

D3.4

PROPERTY LINE

W3.9

R2.9 BEDROOM 3 12' x 15'

W3.2

STORAGE D3.8

D3.7

R2.3 BEDROOM 1 12'-7" x14'-6"

FCL +21'-521" above Grade FFL +12'-521" above Grade

D3.1

DOWN

W3.5 TYP. LEV THYSSENKRUPP TYPE 1 ELEVATOR

R2.2 DRESSING ROOM 12' x 13'-4"

FCL +21'-521" above Grade FFL +12'-521" above Grade

FCL +21'-521" above Grade FFL +12'-521" above Grade

W3.4

W3.3

SIDE SETB

ACK LINE

PROPE

RTY LIN

E

Jo

D

S P

TOTAL FLOOR AREA 2304sf

SECOND FLOOR PLAN 3 SCALE: 16 " = 1'-0"

A


2nd FLOOR FINISHED CEILING LEVEL +21'-521" above grade

PROPERTY LINE

+25'-838" above grade TOP OF PARAPET WALL

REAR SETBACK LINE

SPARK ARRESTOR REQUIRED PER SPARK ARRESTOR MESH MIN 3/8" MAX 1/2"

TOP OF CHIMNEY w/ SPARK ARRESTER

2ND FLOOR REAR SETBACK LINE

MASONRY CHIMNEYS TERMINATION MIN 3' ABOVE ROOF AND 2' ABOVE ANY PART OF BUILDING WITHIN 10'

+12'-521" above grade 2nd FLOOR FINISHED FLOOR LEVEL

1st FLOOR FINISHED CEILING LEVEL +11'-234" above grade

+1'-234" above grade 1st FLOOR FINISHED FLOOR LEVEL

TOP OF GRADE

SWIMMING POOL

EAST ELEVATION

2ND FLOOR REAR SETBACK LINE

REAR SETBACK LINE

PROPERTY LINE

3 SCALE: 16 " = 1'-0"

+25'-838" above grade TOP OF PARAPET WALL

2nd FLOOR FINISHED CEILING LEVEL +21'-521" above grade

STAINED TIMBER CLADDING

+12'-521" above grade 2nd FLOOR FINISHED FLOOR LEVEL

1st FLOOR FINISHED CEILING LEVEL +11'-234" above grade

FACE OF EXTERNAL WALL TO BE STONE FINISH

Jo

+1'-234" above grade 1st FLOOR FINISHED FLOOR LEVEL

D TOP OF GRADE

S

A

SWIMMING POOL

WEST ELEVATION

3 SCALE: 16 " = 1'-0"


TOP OF PARAPET TO BE SLOPED TOWARDS THE INSIDE OF THE ROOF ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE.

PARAPET FORMED AND MADE WATER PROOF BY THE FOLLOWING:

TOP OF PARAPET WALL

3/4" PLYWOOD WRAPPED WITH JIFFY SEAL PROTECTO WRAP, 2 LAYERS 90 MINS WATERPROOF PAPER, 1LAYER OF TYPAR HOUSE WRAP AND 3/4" HARD TROWELED STUCCO

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE.

slope to drain

2" RI

JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

OT

2" RI

SE PE

R FO

SE PE

slope to drain

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE. TOP OF ROOF +23'-2221" above grade

9-1/2" 560 TJI

R FO

OT

5 8

SPARK ARRESTOR REQUIRED PER SPARK ARRESTOR MESH MIN 3/8" MAX 1/2"

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP PLASTER BOARD CONSTRUCTION AROUND FIREPLACE FLUE

STAINED TIMBER CLADDING

OPENING to hall space

OPENING to hall space

MIRROR

OPENING to hall space

MIRROR

OPENING to bathroom

STAINED TIMBER CLADDING

FLOOR TO BE CONSTRUCTED WITH 3 4" ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE

PROPERTY LINE

MASONRY CHIMNEYS TERMINATION MIN 3' ABOVE ROOF AND 2' ABOVE ANY PART OF BUILDING WITHIN 10'

ROOF TO BE INSULATED WITH JOHNS MANVILLE R30

9-1/2" 560 TJI

2nd FLOOR FINISHED CEILING LEVEL +21'-521" above grade

TOP OF CHIMNEY w/ SPARK ARRESTER SLOBE AWAY FROM BUILDING w/ 41" RISE PER FOOT

DRESSING ROOM

+12'-521" above grade 2nd FLOOR FINISHED FLOOR LEVEL

MASTER BATHROOM

HARD TROWELED STUCCO EXTERIOR

MASTER BEDROOM

JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

BEDROOM

11-7/8" 560 TJI

HARD TROWELED STUCCO EXTERIOR

11-7/8" 560 TJI

1st FLOOR FINISHED CEILING LEVEL +11'-234" above grade

CEILING TO BE CONSTRUCTED WITH 5 8 THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

OPENING to kitchen

OPENING to main space

DRY WALL INTERIOR FINISH

+1'-234" above grade 1st FLOOR FINISHED FLOOR LEVEL

TOP OF GRADE

OPENING to main space

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

OPENING to main space

FIRE PLACE

DRY WALL INTERIOR FINISH

LIBRARY/OFFICE

FLOOR TO BE CONSTRUCTED WITH 3 4" ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE

DINING ROOM

FRONT LOBBY

LIVING ROOM

TOP OF GRADE

WOOD DECK

WOOD DECK JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

11-7/8" 560 TJI

11-7/8" 560 TJI

REINFORCED CONCRETE WALL TO BE COMPLETELY WATERTIGHT AND TO NCLUDE EXTERIOR PERIMETER DRAINAGE

5 8

SHORING

PROPERTY LINE

+25'-838" above grade

12" POURED IN PLACE CONCRETE WALL

TYP. EXTERIOR STAIRCASE w/ 7"RISE, 11"TREAD HANDRAIL TO BE REQUIRED ON BOTH SIDES OF STAIR

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

12" POURED IN PLACE CONCRETE WALL

SHORING

ALL SUBGRADE SURFACES TO BE COVERED AND PROTECTED WITH WATERPROOF MEMBRANE 12" POURED IN PLACE CONCRETE WALL

CAR RAMP

-7'-4" below grade

-7'-4" below grade 24" THICK CONCRETE MAT SLAB TOP OF SLAB TO SLOPE TO DRAINS

L

UTILITY ROOM

-9'-0" below grade

ACCESS TO PUMP

PARKING GARAGE

BEDROOM

WATER TABLE LEVEL

-8'-8" below Grade -9'-0" below grade

WATERPROOF BARRIER CONSTRUCTION

ELEVATOR PIT

WATERPROOF BARRIER CONSTRUCTION

WATERPROOF BARRIER CONSTRUCTION

SECTION 1

MAIN WATER PUMP / SEWER PUMP

3 SCALE: 16 " = 1'-0"

TOP OF PARAPET TO BE SLOPED TOWARDS THE INSIDE OF THE ROOF

+25'-838" above grade TOP OF PARAPET WALL

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE.

SLOBE AWAY FROM BUILDING w/ 41" RISE PER FOOT

R SE PE

2" RI

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE. 2" RI

FOOT

SE PE

R FO

slope to drain

OT

JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

slope to drain

slope to drain

PARAPET FORMED AND MADE WATER PROOF BY THE FOLLOWING:

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE. slope to drain

3/4" PLYWOOD WRAPPED WITH JIFFY SEAL PROTECTO WRAP, 2 LAYERS 90 MINS WATERPROOF PAPER, 1LAYER OF TYPAR HOUSE WRAP AND 3/4" HARD TROWELED STUCCO

11-7/8" 560 TJI

PROPERTY LINE

+21'-521" above grade 5 8

STAINED TIMBER CLADDING

OPENING to bedroom

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

OPENING to bedroom

ROOF TO BE INSULATED WITH JOHNS MANVILLE R30

door to terrace

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

PRAYING ROOM

+12'-521" above grade 2nd FLOOR FINISHED FLOOR LEVEL

BEDROOM

LAUNDRY ROOM

HARD TROWELED STUCCO EXTERIOR

HARD TROWELED STUCCO EXTERIOR

1st FLOOR FINISHED CEILING LEVEL +11'-234" above grade

CEILING TO BE CONSTRUCTED WITH 5 8 THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

OPENING to kitchen

OPENING to hall space DRY WALL INTERIOR FINISH

TOP OF GRADE

WINE STORAGE

+1'-234" above grade 1st FLOOR FINISHED FLOOR LEVEL WOOD DECK

LEVEL

DRY WALL INTERIOR FINISH FLOOR TO BE CONSTRUCTED WITH 3 4" ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE

INFORMAL DINNING SPACE

DRY WALL INTERIOR FINISH

CLOSET

POWDER

TOP OF GRADE WOOD DECK

REINFORCED CONCRETE WALL TO BE COMPLETELY WATERTIGHT AND TO INCLUDE EXTERIOR PERIMETER DRAINAGE

SHORING

STAINED TIMBER CLADDING

OPENING to bedroom

door to bedroom

PROPERTY LINE

2nd FLOOR FINISHED CEILING LEVEL

CUSTOM ELEVATOR MFG. CO. ROPED HYDRAULIC RESIDENTIAL ELEVATOR-HOISTWAY SIZE 4'-5"x4'-9" w/ 750LBS CAPACITYRE

12" POURED IN PLACE CONCRETE WALL

5 8

Jo

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

D ALL SUBGRADE SURFACES TO BE COVERED AND PROTECTED WITH WATERPROOF MEMBRANE

12" POURED IN PLACE CONCRETE WALL

S

12" POURED IN PLACE CONCRETE WALL

-7'-4" below grade

-7'-4" below grade 24" THICK CONCRETE MAT SLAB TOP OF SLAB TO SLOPE TO DRAINS

CAR RAMP

PARKING GARAGE

BATHROOM

-8'-8" below Grade

DRAWER DRAWER

-9'-0" below grade

WATERPROOF BARRIER CONSTRUCTION

LOWER COURTYARD

WATER TABLE LEVEL WATERPROOF BARRIER CONSTRUCTION

ELEVATOR PIT

WATERPROOF BARRIER CONSTRUCTION

SECTION 2 3 SCALE: 16 " = 1'-0"

A


ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE.

2" RI

OT

SE PE

R FO

SE PE

2" RI

R FO

OT

ALL ROOF DRAINS TO BE THUNDERBIRD FLAT DECK DRAINS WITH SIDE DRAINAGE.

ROOF TO BE INSULATED WITH JOHNS MANVILLE R30

2nd FLOOR FINISHED CEILING LEVEL +21'-521" above grade 5 8

+15'-878" above grade TOP OF GUARD RAIL

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

OPENING to hall space

OPENING BETWEEN RAILINGS SHOULD BE LESS THAN 4"

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

LAUNDRY

TERRACE

+12'-521" above grade 2nd FLOOR FINISHED FLOOR LEVEL

MASTER BEDROOM

1st FLOOR FINISHED CEILING LEVEL +11'-234" above grade

5 8

ALL INTERNAL/EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

OPENING to main living room

tv

FLOOR TO BE CONSTRUCTED WITH ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE 3 4"

MAIN SPACE

WOOD DECK slope to drain

slope to drain

FRONT ENTRANCE

WOOD DECK TOP OF GRADE

slope to away from buidling

9-1/2" TJI

5 8

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

12" POURED IN PLACE CONCRETE WALL

-7'-4" below grade

-7'-4" below grade

SWIMMING POOL 24" THICK CONCRETE MAT SLAB TOP OF SLAB TO SLOPE TO DRAINS

L

WATER TABLE LEVEL

PARKING GARAGE

-9'-0" below grade

WATERPROOF BARRIER CONSTRUCTION

SECTION 1 3 SCALE: 16 " = 1'-0"

5%

WOOD DECK +1034" above grade

2%

ROOF

UCTION

10% SLOPE

9' 1'-23 4" 10'

2X8 TIMBER STUD WITH SHEAR PANEL

FLOOR TO BE CONSTRUCTED WITH 3 4" ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE

+1' 3-3/4" +0.00 TOP OF GRADE

JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

12.00'

11-7/8" 560 TJI

CEILING TO BE CONSTRUCTED WITH 5 8 THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

10% SLOPE

12" POURED IN PLACE CONCRETE WALL

9'

20% SLOPE -7'-4" below grade 1'

WATER TABLE LEVEL

24" THICK CONCRETE MAT SLAB TOP OF SLAB TO SLOPE TO DRAINS

WATERPROOF BARRIER CONSTRUCTION 8'

12.68'

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

39'-6"

ALL SUBGRADE SURFACES TO BE COVERED AND PROTECTED WITH WATERPROOF MEMBRANE

Jo TOP OF WATER TABLE IS 7'4" - 7'6" BELOW TOP OF SIDEWALK

WATER TABLE LEVEL

S

A

8'

55'-6"

DRIVEWAY SECTION 3 SCALE: 16 " = 1'-0"

D

2'

grade

5 8

+12' 6-1/2"

11-7/8" 560 TJI

5"

E DOOR

0" grade level

FLOOR TO BE CONSTRUCTED WITH 3 4" ENGINEERED HARDWOOD FLOORING LAID ON 1-1/8 T+G PLYWOOD FIXED TO TJI SUBSTRUCTURE JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

68" clearance for SUV from ramp

12.00'

in-wall light level to be 18" above driveway slope

2X8 TIMBER STUD CONSTRUCTION

1'-23 4"

+4' above grade

11-7/8" 560 TJI

CEILING TO BE CONSTRUCTED WITH 5 8 THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

PROPERTY LINE

TOP OF WALL +10'-1034" above grade

GROUND LEVEL FFL 7 +1'-516 " above grade

WADE WN-900HPD TRENCH DRAIN SYSTEM rection slope di

+22' 7-1/8" JOHNS MANSVILLE MR FACED R-19 (6-1/2" THICK)

REAR SETBACK LINE

UPPER LEVEL FFL +12'-621" above grade

1'-05 8"

TOP OF OVERHANG +23'-58" above grade

REAR SETBACK LINE

WATERPROOF BARRIER CONSTRUCTION

PROPERTY LINE

+1'-234" above grade 1st FLOOR FINISHED FLOOR LEVEL

PROPERTY LINE

OPENING to game room/powder

CEILING TO BE CONSTRUCTED WITH THICK PLASTERBOARD TYPE X FIXED TO 560TJI 11-7/8 DEEP

WALL SECTION

3 SCALE: 16 " = 1'-0"


Plaza 66 - iT Shanghai Market Patrick McInerney Architects & Associates


A

B

D

C

E

F

H

G 322A

I

A1.3

322

323

2 A1.3

55

3

4 A1.3

19

79

JIMMY CHOO

7

J

70

A1

50 25 80

321

7

.3

91

ENTRANCE A

16 01

09

39

4 A1.4

18

MISSIONI

1

2

21 54

0

IN-WALL CONSTRUCTION

DISPLAY WINDOW

10 6

33

487

6

320

A ENTRANCE TO B HALL SPACE

ACCESS PANEL TO SECURITY DEVICE

1 A1.4

6

3 A1.3

2 A1.4

63

50

P6

14

30

0

325

20

SL OT

01

3 A1.4

14

DISPLAY WINDOW

20

01

SL OT

02

20

30

0

326

19

94

P5

40

41 52

TSUMORI CHISATO (60.8 sq.m) 25

(brand tbc) (33.7 sq.m)

5

5

18

MERCIBEAUCOUP (29.5 sq.m)

24

02

67 322

26

P4

22

A

85

B

C VIP. FITTING

00

20

0

56

17

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

25

67

50

01

STORAGE

D

20

OT

04

FITTING

SL

00

20

T

LO

S

FITTING

03 00

0

20

70

ST 18

P3

51

16 58

18

4

8

80

138 117

8

7

4

81

10

C 200

E

ZUCCa (39 sq.m)

02

20

1

SLOT

05

HYSTERIC GLAMOUR (38.7 sq.m)

2

D

F

T

9

SLOT 08

700

A.P.C. (29.5 sq.m)

200

13

61

2

0

STORAGE

OT

OT

0

24

23

3

62

71

MIX SPACE (117.2 sq.m)

DRAWER

324 4

DRAWER

SHOES / BAGS + ACCESSORIES AREA (86.9 sq.m)

39 54

27 18

SLOT 15

53

SLOT 17

0 70

02

231

3342

fire shutter

80 15

SLOT 19

2023

20

232

SL

OT

L

22

17

14

45

MAISON MARTIN MARGIELA (31.3 sq.m)

24

0

20

0

0

0

13

87

24

F

20

53

J

M 184

6

K

2002

SLOT 21

200

2002

201

2829

3342

1898

3342

I

I

2911

175

3318

SLOT 18

SLOT 20

2 A1.8

83

56

192

J

200

200

2002

SLOT 16

200

2002

2454

K

2000

200

1001

780

338

SLOT 13

SLOT 14

01

2002

SLO

FITTING

20

H

842

T 12

1 A1.8

2 1

2

E G

32

20

1 A1.6

669

22

20

70

SL

3

G

JW (35.1 sq.m)

SL 1

0

61

02

20

92

19

06 20

25

20

02

3

SELF

82

91 7

0

20

3

H2 A1.7

86

OT

20

01

DRAWER

17

17

126

1

3800

2 A2.0

1548

CASHIER

626

2082

CdG PLAY (21.3 sq.m)

SL

50

DISPLAY WINDOW

ENTRANCE TO MAISON MARTIN MARGIELA

81

FITTING

200

70

4 A1.5

CdG (38.3 sq.m)

M 69

IN-WALL CONSTRUCTION

DRAWER

SLOT 11

1

DRAWER

514

10

93

1753

2 A1.6

925

200

ACCESS PANEL TO SECURITY DEVICE

4 A1.6

51

SLOT

L

902

2

11 IN-WALL CONSTRUCTION

3 A1.6

0

3

236

700

78

ENTRANCE TO HALL SPACE

200

53 20 20 19

ENTRANCE B

2000

09

1

SLOT

.5

92

A1

2 A1.5

2

3 A1.5 MIX SPACE (159.2 sq.m)

3/F, 1266 NANJING XI LU, SHANGHAI

200

3

29

ISABEL MARANT (49 sq.m)

FITTING

179

4

STAFF (12.6 sq.m)

228

1 DISPLAY WINDOW

2252

10

I.T. SHANGHAI - PLAZA 66

SLOT

200

327

1

07

357

228

ST 17

9

06

SLO

65

1

A1.5

Job No Date:

A1.5

Sheet Title: FLOOR PLAN

1 A2.0

A

B

C

D

E

20000 mm

F

G

5000 mm

10000 mm

FLOOR PLAN

0 mm 1000 mm

H

I

J

A1.0


EXISTING STRUCTURAL BEAM

EXISTING STRUCTURAL BEAM

3800

1100

J

2700

I

EXISTING STRUCTURAL BEAM

I.T

3

6370

4 A1.3

19

79

70

1033

1981

551

14626

1 FRONT ELEVATION

A1 1

50

21

25

80

IN-WALL CONSTRUCTION

.3

91

ENTRANCE A

16 01

09

39

4 A1.4

18

DISPLAY WINDOW

EXISTING STRUCTURAL BEAM

3800mm

10 76

33

48

1 A1.4

BLACK GLASS

EXISTING COLUMN

3 A1.3

2 A1.4

2700mm BLACK GLASS

EXISTING COLUMN

HALL SPACE

DISPLAY WINDOW

DISPLAY WINDOW

50 100mm

67

50

0mm

25

FCL: +2700mm

6370

1417

3 A1.4

8 A1.4

1033

3991

700

1981

20

30

0

I.T. SHANGHAI - PLAZA 66

2 SECTION

14

01

BLACK GLASS

63

01

STORAGE FCL: +3800mm

7 A1.4

2600mm

A ENTRANCE TO B HALL SPACE

ACCESS PANEL TO SECURITY DEVICE

OT

WINDOW OPENING 700

3991

2

54

0

SL

HALL SPACE MAIN ENTRANCE w/ DOUBLE PIVOT DOOR

WINDOW OPENING

55

EXISTING STRUCTURAL BEAM

TSUMORI CHISATO BOUTIQUE

2500

3500

3000

ENTRY TO HALL SPACE

2700

EXISTING STRUCTURAL COLUMN

MATTE BLACK PAINTED WOOD

MATTE BLACK PAINTED WOOD

PLASTERBOARD

2001

4690

MAIN SHOPPING CENTER

BLACK GLASS

0mm

100

19 94

FCL: +3500mm

TSUMORI CHISATO (60.8 sq.m)

9 A1.4

838

3800

30 0

100

LIGHT

DOOR TO DISPLAY WINDOW

2700

OT 0 SL

LIGHT

3/F, 1266 NANJING XI LU, SHANGHAI

RECESSED TRACK

1100

RECESSED 100W DOWNLIGHT

2

20

20

01

14

DISPLAY WINDOW

1718

2621

25

40

3 SECTION

24

02

1100

FCL: +2700mm

Job No Date:

LIGHT

5 A1.4

Sheet Title: ENTRANCE ELEVATION

BLACK GLASS

2700

85

3800

ENTRY DOOR

00

20

STORAGE

OT

SL

04

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

2 A1.3

FITTING

PLAN VIEW ENTRANCE A

4 SECTION

2001

SLOT 1

300

2014

MAIN SHOPPING CENTER

4876

6 A1.4

A1.3


PLYWOOD 70

15

BLACK GLASS TO BE MOUNTED ONTO 22mm PLYWOOD

8

71 70

4 8

208 288

60mm GYPFRAME 'C' STUD

4

CONCEALED DOOR HINGE 23 22

15 60

MATTE BLACK PAINTED WOOD DOOR TO DISPLAY WINDOW GYPFRAME 'C' STUD 8 4

80

15 20

59

MATTE BLACK PAINTED WOOD

CLEAR STARFIRE GLASS WINDOW FRAMED WITH BLACK ANODIZED ALUMINUM 70

15

70 94

4 8

MATTE BLACK PAINTED WOOD TO BE MOUNTED ONTO PLYWOOD

1

2

70

15

3

100

48 15 12 4 8

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

BLACK GLASS TO BE MOUNTED ONTO 22mm PLYWOOD

22

IN-WALL WOOD STUD

70

15 8

BLACK GLASS TO BE MOUNTED ONTO PLASTERBOARD

80 20

48mm GYPFRAME 'C' STUD

WOOD DOOR HEADER CL

33 83

87

98 173

ENTRANCE DOOR BLACK GLASS

CL

BLACK GLASS 15mm GYPROC PLASTERBOARD

6

EXISTING STRUCTURAL BEAM WOOD DOOR HEADER

48

15 8

48 15

66

75

66

75

400

102

60

RIXSON MODEL H340 HEAVY-DUTY TOP PIVOT

EXISTING STRUCTURAL BEAM

25

300

80

ENTRANCE DOOR BLACK GLASS EXISTING COLUMN

CL 22 8

20

CL

15 27

13 10

95

171

15 25

25

209

629

100

CL

RIXSON BOTTOM HEAVY-DUTY PIVOT

CL

5

4

7

83 173 25 9

15 15 27

IN-WALL WOOD FRAMING

RIXSON MODEL H340 HEAVY-DUTY TOP PIVOT

20

171

60

250

RIXON TOP PIVOT HINGE

ENTRANCE DOOR BLACK GLASS

CL

250

3/F, 1266 NANJING XI LU, SHANGHAI

DOOR

75

300

ENTRANCE

EXISTING STRUCTURAL BEAM

120 82

I.T. SHANGHAI - PLAZA 66

BLACK GLASS

462

EXISTING COLUMN Job No

8mm BLACK GLASS

6 25

ENTRANCE DOOR

4 8

98

CL

8

RIXSON BOTTOM HEAVY-DUTY PIVOT BLACK GLASS EXISTING COLUMN

DISPLAY WINDOW 64

9

288

CLEAR STARFIRE GLASS WINDOW FRAMED WITH BLACK ANODIZED ALUMINUM 8mm MATTE BLACK PAINTED WOOD

Date: Sheet Title: DETAILS

A1.4


29 4

DISPLAY WINDOW

13 61

2

53 20 20 19

11

ENTRANCE TO HALL SPACE

IN-WALL CONSTRUCTION

FCL: +2700mm

51

93

70 0

L

ACCESS PANEL TO SECURITY DEVICE

4 A1.6

3800

3 A1.6

2700

I.T

FCL: +3800mm 2 A1.6

HALL SPACE MAIN ENTRANCE w/ DOUBLE PIVOT DOOR

WINDOW OPENING

98

1

1663

17

904

WINDOW OPENING

2909

SINGLE PIVOT DOOR TO MAISON MARTIN MARGIELA BOUTIQUE

700

5061

1531

904

911

20

01

0

50 61

91

7

14582

FCL: +2700mm

20

02

SL

OT

3

24

20

0

1 FRONT ELEVATION

15 80

39

54

92

0

ENTRANCE TO MAISON MARTIN MARGIELA

DISPLAY WINDOW

M6

IN-WALL CONSTRUCTION

902

4 A1.5

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

ENTRANCE B

EXISTING STRUCTURAL BEAM

1100

1

78

.5

92 0

EXISTING STRUCTURAL BEAM

A1

1 A1.6 3800mm

FCL: +3500mm

53

14

13

24

MAISON MARTIN MARGIELA (31.3 sq.m)

5 A1.6

LIGHT

2700mm

2600mm

DISPLAY WINDOW

OPENING TO HALL SPACE

BLACK GLASS

PLANA1.5 VIEW ENTRANCE B

1369

6 A1.6

904

2909

700

5061

904

2 SECTION

3800mm

3800mm

3500mm

BLACK GLASS

MATTE BLACK PAINTED WOOD

3800 MATTE BLACK PAINTED WOOD

MAISON MARTIN MARGIELA BOUTIQUE

IN-WALL SECURITY DEVICE

DISPLAY WINDOW

PLASTERBOARD

2079

HALL SPACE

MATTE BLACK PAINTED WOOD

100mm

0mm

2700mm

2600mm

2700

DISPLAY WINDOW

MAIN SHOPPING CENTER

DOOR TO DISPLAY WINDOW

2128 2500

951

BLACK GLASS

100mm 3143

331

1369

3100

LIGHT

2600mm 7 A1.6

300

LIGHT

3100mm 2700mm

EXISTING STRUCTURAL COLUMN

300

500

3500mm

EXISTING STRUCTURAL BEAM

400

300

RECESSED 100W DOWNLIGHT

MAISON MARTIN MARGIELA BOUTIQUE

2909

Job No Date:

GYPROC PLASTERBOARD

Sheet Title: ENTRANCE ELEVATION

0mm 904

1488

3/F, 1266 NANJING XI LU, SHANGHAI

331

BLACK GLASS

100mm

0mm

3 A1.5

OPENING TO MAISON MARTIN MARGIELA BOUTIQUE

MATTE BLACK PAINTED WOOD

I.T. SHANGHAI - PLAZA 66

DISPLAY WINDOW BLACK GLASS

2 A1.5

LIGHT

EXISTING COLUMN

700

6852

A1.5 4 SECTION

3 SECTION


CLEAR STARFIRE GLASS WINDOW FRAMED WITH BLACK ANODIZED ALUMINUM

15

BLACK GLASS TO BE MOUNTED ONTO 22mm PLYWOOD 80

MATTE BLACK PAINTED WOOD PANELS TO BE MOUNTED ON TO 22mm PLYWOOD

60

15 60

IN-WALL WOOD FRAMING

60

BLACK GLASS TO BE MOUNTED ONTO 22mm PLYWOOD

60mm GYPFRAME 'C' STUD

48mm GYPFRAME 'C' STUD

8 15

60mm GYPFRAME 'C' STUD

15 20

80 22

20

48 15 8

BLACK GLASS TO BE MOUNTED ONTO PLASTERBOARD

BLACK GLASS TO BE MOUNTED ONTO PLASTERBOARD

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

64

20

209

80

750

300

1

2 91 152

38

3

WOOD DOOR HEADER

BLACK GLASS TO BE MOUNTED ONTO PLASTERBOARD

RIXSON MODEL H340 HEAVY-DUTY TOP PIVOT ENTRANCE DOOR BLACK GLASS

IN-WALL SECURITY DEVICE

48

300

WOOD DOOR HEADER 162

75

4 8

CL

BLACK GLASS EXISTING COLUMN

20 27 15 46 22

RIXSON BOTTOM HEAVY-DUTY PIVOT

12

6 25

ENTRANCE DOOR

98

Job No Date:

BLACK GLASS

209 742

6

75

EXISTING COLUMN

GYPFRAME 'C' STUD 66

15 8

66

5

4

48 15

GYPFRAME 'C' STUD

3/F, 1266 NANJING XI LU, SHANGHAI

BLACK GLASS TO BE MOUNTED ONTO PLASTERBOARD

171

EXISTING STRUCTURAL BEAM CL

60

78

100

75

RIXSON MODEL H340 HEAVY-DUTY TOP PIVOT

15

60 15 20 36

60 12 15

MAIN ENTRY DOOR

MATTE BLACK PAINTED WOOD PANELS TO BE MOUNTED ON TO 22mm PLYWOOD

34

60mm GYPFRAME 'C' STUD

22 8

60

IN-WALL WOOD FRAMING

I.T. SHANGHAI - PLAZA 66

8 22

7

64 288

15

MATTE BLACK PAINTED WOOD

Sheet Title: DETAILS

CLEAR STARFIRE GLASS WINDOW FRAMED WITH BLACK ANODIZED ALUMINUM

A1.6


2000

236

700

925

700

600

CASHIER 2414 1371

820

DRAWER

DRAWER

0

DRAWER

SHELF

2436

798

DRAWER

536

44

680

3280

CASHIER

702

633

SHELF

360 680

A.P.C.

3800

1800

SHELF

SHELF

HALL SPACE 2700

SHELF

B1 SHELF

SHELF

350 350

A1

B1 3500

370 370

380

A1

CASHIER

2700

HALL SPACE

1800

A1

1

MIXED SPACE

1542

3/F, 1266 NANJING XI LU, SHANGHAI

PLAN VIEW OF CASHIER

I.T. SHANGHAI - PLAZA 66

70

0

82

0

20

DRAWER

SHELF

DRAWER

1043

DRAWER

SHELF

60

17

86

24

DRAWER

840 900

87

HALL SPACE 2700

500

1800

370 370

SHELF

3

SELF

A1

900

H2 A1.7

SHELF

3800

MIXED SPACE

680

1

DRAWER

SHELF

1753

CASHIER

A1

380

B1 126

DRAWER

3100

324 4

1548

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

DRAWER

514

Job No Date:

2

1280

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

2663

DRAWER

900

798 58

900

Sheet Title: CASHIER DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

DRAWER

702

3

A1.7 1785

2486


322A

322

323

JIMMY CHOO A1 IN-WALL CONSTRUCTION

321

A2

MISSIONI

DISPLAY WINDOW

320

ENTRANCE A

A3

ACCESS PANEL TO SECURITY DEVICE

ENTRANCE TO HALL SPACE

STORAGE

A1

P6

325

B1 A1

A1

DISPLAY WINDOW

B1

B2 SP1

326 C1

A3

B3

P5

FCL: +3500mm

TSUMORI CHISATO (60.8 sq.m)

A1

A1

(brand tbc) (33.7 sq.m)

FCL: +2700mm

FCL: +3500mm

MERCIBEAUCOUP (29.5 sq.m)

SP1

B4 C1

P4

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

FCL: +2700mm

FCL: +3800mm

A1

B4

B4 A1

VIP. FITTING FCL: +3500mm

A3 B1

FITTING B3

ST 18

P3

FITTING

SP1

B1

B4

FCL: +3500mm

B3 B3 SP1

HYSTERIC GLAMOUR (38.7 sq.m)

B3

B4

B2

ZUCCa (39 sq.m)

A3 A1

FCL: +2700mm

B1

SP1

A4

ST 17

9

A1

327

B1

FCL: +3500mm

B1

A4

DISPLAY WINDOW

ISABEL MARANT (49 sq.m)

FITTING

B3

A3

B3

A4

A.P.C. (29.5 sq.m)

A1

B3

SP1

A1

A5

FCL: +3500mm

A3

FCL: +3800mm

B2 FCL: +3800mm

ENTRANCE B

ENTRANCE TO HALL SPACE

ACCESS PANEL TO SECURITY DEVICE

IN-WALL CONSTRUCTION

B3

FCL: +3800mm

FCL: +3500mm

FCL: +2700mm

A5 A1

STORAGE

FCL: +3800mm

A2

DRAWER

A1

B1

DRAWER

FCL: +3800mm

B1

A3

ENTRANCE TO MAISON MARTIN MARGIELA

CdG (38.3 sq.m)

A1

IN-WALL CONSTRUCTION

SP1

FITTING

DISPLAY WINDOW

CdG PLAY (21.3 sq.m)

FCL: +3500mm

CASHIER

A1

A3

A5

SELF

B3

SP1

DRAWER

FCL: +2700mm

B1

A1 B3

B3

C1

C1

B1

B1

B1

SHOES / BAGS + ACCESSORIES AREA (86.9 sq.m)

C1

B1

B1

A1

C1

FCL: +2700mm

A1

SP1

A1

B3 A3

A3

A1

SP1

B3

B3

A1

FCL: +2700mm

B4

B1

C1

A3

B1

C1

A5 B3

B3

C1 FCL: +3800mm

FITTING A4

B1

C1 A5

A5

FCL: +3800mm

A5

B3 FCL: +3800mm

FCL: +3800mm

A4

FCL: +3800mm

A5

MIX SPACE (159.2 sq.m)

A5 A5

B3

A4

A6

B3

A5

A5 A5

A4

A6 C1

C1

B3

B3 A5

A4

C1 A3

C1

B1

A4

A1

SP1 SP1

B3

A5

A1

A3

fire shutter

A3

A1

MAISON MARTIN MARGIELA (31.3 sq.m)

MIX SPACE (117.2 sq.m)

FCL: +3800mm

A1 A3

FCL: +3500mm

A5

DRAWER

FCL: +2700mm

B3 SP1

B3

A5

DRAWER

A1

C1

JW (35.1 sq.m)

FCL: +3500mm

A1

A3

A1 B4

A3 A1

B1

A4 A4

3/F, 1266 NANJING XI LU, SHANGHAI

STAFF (12.6 sq.m)

I.T. SHANGHAI - PLAZA 66

10

A5 A5

A5 A5

A5

A5

B3

A5

Job No FCL: +3800mm

B3

Date: Sheet Title: REFLECTED CEILING PLAN

20000 mm

5000 mm 10000 mm

REFLECTED CEILING PLAN

0 mm 1000 mm

A1.9


Villa Flora Patrick McInerney Architects & Associates


1" 5'-88

1" 5'-88

11'-4"

R1.4-LAUNDRY ROOM 6'10" x 5'10"

-10'-6 58" from Grade

UP

10'-05 8"

D01

7'-3"

0'-7"

3'-1"

3'-0"

6'-13 8"

60 MIN. DOOR CONSTRUCTION

11'-63 4"

1" 23'-64

3'-0"

3'-0"

35'-43 4"

D06

15'-27 8"

3'-0"

1" 7'-04 D02

19'-13 4"

DIRT PILE HERE / STAGING

THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE WARRANTY FOR THE WATERPROOFING OF THE NEW BELOW GRADE CONSTRUCTION

-10'-6 58" from Grade

D04

W1.1

2 A3.3

D08

1" 14'-04

5'-83 8"

2'-6"

7'-73 8"

3'-0"

R1.10-OFFICE SPACE 12'6" x 18'2"

EGRESS

W1.2

W1.3

COURTYARD LEVEL

EQ

-10'-6 58" from Grade

-10'-6 58" from Grade

BELOW GRADE COURTYARD

D03

EDGE OF 3' CUT

LOWER LEVEL FFL

-11'-2 58" from Grade

LOWER LEVEL FFL

EDGE OF SLOPE

16'-3"

EGRESS

7'-73 8"

EQ

TEMPERED GLASS DOOR

R1.7-GUEST BEDROOM

EQ

R1.8-GUEST BATHROOM

2 A3.1

1 A2.0

LOWER LEVEL FFL

EDGE OF 3' CUT

EQ

EDGE OF SLOPE

NOTE:

LOWER LEVEL FFL

4'-5"

0'-93 4"

6'-5" D09

WATER ROOFING BARRIER CONSTRUCTION PUMP

35'-43 4"

13'-1"

1" 13'-08

SUMP PUMP

TEMPERED GLASS SHOWER SCREEN

D10

4'-3"

R1.1-GENERAL STORAGE 12'3" x 18'2"

R1.2-GUEST BATHROOM 12'4" x 7'10"

R1.3-STUDIO SPACE 22'8" x 19'8"

EXHAUST AIR EXTRACT

3'-0"

1" 14'-04

• • ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • Triangle Tube HOT WATER CYLINDER

INDOOR COIL

1" 15'-88

3'-0"

3'-0" 3'-7"

TYP. STAIRCASE WITH 7"RISE, 11"TREAD

FIRE PLACE

EXHAUST AIR EXTRACT

-10'-6 58" from Grade

2 A2.0

NO.14

LIGHT WELL W1.6

R1.5-BATHROOM 6'10" x 6'

R1.6-GYM SPACE 25'1"x 17'

LOWER LEVEL FFL

10'-85 8"

NO.15

D11

NO.16

NO.17

NO.18

NO.19

NO.20

WATER ROOFING BARRIER CONSTRUCTION

DIRT PILE HERE / STAGING

1" 3'-08

2'-6"

5'-93 8" D05

8'-0"

VILLA FLORA

No.1

EXTERIOR STAIR CASE LEADING UP TO GRADE

NO.2

1 A3.3

CLOSET

NO.3

1 A2.1

FIRE PLACE

NO.4

NO.5

EXTERIOR STAIR CASE LEADING UP TO GRADE

NO.6

NO.7

NO.8

NO.9

NO.10

NO.11

NO.12

NO.13

1 A3.0

UP

1014 FLORA AVE. CORONADO, CALIFORNIA 92118

UP

FIRE PLACE

2'-4"

CLOSET

3'-13 8"

2 A3.3

9'-2"

W1.5

5'-13 4"

16'-0" TEMPERED GLASS DOOR

2 A3.1

1" 29'-104

WATER ROOFING BARRIER CONSTRUCTION

LIGHT WELL

W1.4

4'-63 4"

NO.21

8'-2"

LIGHT WELL

ESGIL NOTE 26: TYP. DISCHARGE LINE TO FLOOR SINK WITH 1" MINIMUM AIR GAP

TRIANGLE TUBE PRESTIGE MODULATING BOILER TO SERVE DOMESTIC HOT WATER AND HYDRONIC HEATING AT BASEMENT

LADDER NO LONGER REQ.

83'-73 8"

NO.22

1" 22'-82

1 A3.1

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

LADDER NO LONGER REQ.

NO.23

NO.24

NO.25

NO.26

NO.27

3'-0"

1 A3.3

2 A2.1 LADDER NO LONGER REQ.

3'-107 8"

1 A3.0

1 A3.1

Job No Date: Sheet Title: BASEMENT FLOOR PLAN

BASEMENT FLOOR PLAN 3 SCALE: 16 " = 1'-0"

A1.0


1 A3.3

2 A2.1

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

1 A3.0

2 A3.0

1 A3.1

TEMPERED GLASS SHOWER SCREEN FLUE FOR CHIMNEY

3'-0" W3.17

3'-1" 3'-6"

W3.18

3'-0" 3'-6"

1" 4'-18

W3.19

1" 4'-34 6'-93 4"

W3.20

FAKRO LADDER/STAIR ACCESS TO ROOF

NOTE: ALL DECK TO BE RED WOOD

3'-0"

W3.21

W3.22

1" 19'-32

TEMPERED GLASS SHOWER SCREEN

1'-07 8" FLUE FOR CHIMNEY

1'-03 4"

3'-43 8"

W3.13

2 A3.3 R3.8-BATHROOM 9'10" x 9'1

BALCONY

42" HIGH BALLUSTRADE FLUE FOR CHIMNEY

2'-2"

3'-113 8"

BOTTOM SILL 24" ABOVE FFL

3'-0"

9'-83 4"

W3.15

BOTTOM SILL 24" ABOVE FFL

9'-83 4"

3'-43 8" BALCONY

4'-0" 1" 4'-34

3'-4" D16

D17

BOTTOM SILL 24" ABOVE FFL

3'-0"

3.7-MASTER BATHROOM 9'8" x 10'1"

2'-9"

1 A2.0

3'-7"

3'-0"

1" 8'-114

6'-0"

1" 4'-18

W3.2

D22

3'-73 4"

2 A3.1

4'-0"

FFL +11'-9 3/8" from Grade

DOWN

BALCONY

1" 3'-08

W3.16

ESGIL NOTE 48: DECK CONSTRUCTION TO BE AS FOLLOWS: REDWOOD DECKING LAID TO FALLS OVER MIRACOTE WATERPROOFING SURFACE 3/4" PLYWOOD DECK FIXED TO RIPPED SLEEPERS FIXED TO STRUCTURAL DECK FIXED TO STRUCTURAL JOINTS

R3.1-BEDROOM 15'7" x 11'11"

16'-3"

2'-113 4"

R3.2-BEDROOM 11'11" x 13'8"

3'-6"

D18

1" 4'-52

0'-7" 10'-103 4"

W3.23

W3.1

9'-8"

4'-0"

3'-0"

6'-33 4"

EGRESS

D21

9'-2"

LOWEST SILL IS 24" ABOVE FFL

1" 11'-114

D23

1'-2"

3'-6"

3'-6"

MAX 4 FEET FROM SECOND FLOOR SETBACK LINE

TYP. STAIRCASE WITH 7"RISE, 11"TREAD

1" 11'-114

CLOSET

1" 9'-32 W3.14

EGRESS

1" 6'-12

R3.6-CLOSET 4'8" x 8'

1" 8'-74

4'-0" W3.4

R3.4-LAUNDRY ROOM 6' x 5'6"

8'-7" D19

LOWEST SILL IS 24" ABOVE FFL

1" 9'-52

3'-0"

2'-0"

3'-0" 1" 5'-114 2'-6" 3'-63 4"

LOWEST SILL IS 24" ABOVE FFL

W3.5

0'-63 8"

R3.5-MASTER BATHROOM 8' x 10'4"

FFL +11'-9 3/8" from Grade

W3.12

6'-03 4"

5'-0"

R3.6-MASTER BEDROOM 12'10" x 13'5"

2'-6"

5'-6" 11'-0"

1 A3.0

11'-8"

5'-6"

1 A2.1

1 A3.3

1 A3.1

2 A3.0

VILLA FLORA

8'-67 8"

1014 FLORA AVE. CORONADO, CALIFORNIA 92118

2 A3.3

8'-0" 3'-0"

2'-93 4"

3'-0"

2 A2.0

D20

R3.3-BATHROOM 6' x 9'6"

2'-10" 4'-0"

PERIMETER BALLUSTRADE

LOWEST SILL IS 24" ABOVE FFL 1" 4'-114

W3.6

1" 15'-74

2'-0"

2'-5" EGRESS

DECK CONSTRUCTION TO BE AS FOLLOWS: REDWOOD DECKING LAID TO FALLS OVER MIRACOTE WATERPROOFING SURFACE 3/4" PLYWOOD DECK FIXED TO RIPPED SLEEPERS FIXED TO STRUCTURAL DECK FIXED TO STRUCTURAL JOINTS

W3.7

W3.11

21'-13 4"

2 A3.1

4'-0"

0'-7" BALCONY

ESGIL NOTE 48:

3'-0"

W3.8

1" 1'-102

W3.9

LOWEST SILL IS 24" ABOVE FFL 2'-73 3'-0" 4"

3'-6"

4'-0"

W3.10

NOTE: ALL DECK TO BE RED WOOD

LOWEST SILL IS 24" ABOVE FFL 4'-33 8"

2'-6"

4'-6"

LOWEST SILL IS 24" ABOVE FFL

16'-47 8"

1" 10'-12

LOWEST SILL IS 24" ABOVE FFL

Job No Date: Sheet Title: SECOND FLOOR PLAN

SECOND FLOOR PLAN 3 SCALE: 16 " = 1'-0"

A1.2


63'-4"

Top of Roof 22' Maximum Height from Grade

4'-43 4"

11'-8" SPARK ARRESTER

CHIMNEY

TOP OF PARAPET TO BE BELOW 25'0" FROM GRADE

TYP. ROOF CONSTRUCTION TO BE ASPHALT BUILT UP ROOFING

TOP OF ROOF SLOPE TO BE A MAXIMUM 22' FROM GRADE

TOP OF ROOF SLOPE TO BE A MAXIMUM 22' FROM GRADE

SECOND FLOOR COURTYARD SETBACK

FACE OF BEDROOM WALL TO BE 78" HARD TROWEL STUCCO FINISH

FACE OF BEDROOM WALL TO BE 78" HARD TROWEL STUCCO FINISH

BALLUSTRADE HEIGHT OPENING TO COMPLY TO UBC

Top of Railing +14'- 10 5/8" from Grade

PROPERTY LINE

(FIRST FLOOR) FRONT SETBACK (VARIES)

PROPERTY LINE

25' Maximum Parapet Height from Grade

25'-0"

1" 32'-24

1" 10'-114

4'-13 4"

4'-6" TOP OF PARAPET TO BE BELOW 25'0" FROM GRADE

FRONT SETBACK

14'-1"

MAX 14' ABOVE GRADE

MAX 14' ABOVE GRADE

MAX 14' ABOVE GRADE

MAX 14' ABOVE GRADE

BALLUSTRADE HEIGHT OPENING TO COMPLY TO UBC

OPENING BETWEEN RAILINGS SHOULD BE LESS THAN 4"

FACE OF NEW GARAGE COURTYARD WALL TO BE 7 8" HARD TROWEL STUCCO FINISH FACE TO BE SETBACK 2" FROM THE FRONT SETBACK LINE

FCL +10'-6 3/8" from Grade

EXISTING BLOCK WALL TO BE RETAINED

FACE OF REAR ELEVATION WALL TO BE 78" HARD TROWEL STUCCO FINISH (VARIABLE SETBACK ) EXISTING SIDEWALK HEIGHT 19.87' (19'11") to 20.00' (20'0") ALONG WIDTH OF THE SITE REAR GARDEN HEIGHT FFL +8-3/8" from Grade

FACE OF RETURN COURTYARD WALL TO BE 7 8" HARD TROWEL STUCCO FINISH

FACE OF REAR ELEVATION WALL TO BE 78" HARD TROWEL STUCCO FINISH (VARIABLE SETBACK )

FACE OF RETURN COURTYARD WALL TO BE HARD TROWEL STUCCO FINISH

7 8"

FACE OF NEW GARAGE COURTYARD WALL TO BE 7 8" HARD TROWEL STUCCO FINISH

OPENING BETWEEN RAILINGS SHOULD BE LESS THAN 4"

8" HEIGHT CHANGE BETWEEN PROPOSED GRADE AND NEW F.F.L.

EXISTING SIDEYARD HEIGHT 20.0' (20'0")

TOP OF WALL 3' from Grade

8" HEIGHT CHANGE BETWEEN PROPOSED GRADE AND NEW F.F.L.

EXISTING YARD HEIGHT 20.1'

EXISTING SIDEWALK HEIGHT 20.25'

EXISTING YARD HEIGHT 20.5' (20'5")

EXISTING SIDEWALK HEIGHT 20.25' (20'3") to 20.40' (20'5") ALONG WIDTH OF THE SITE

EXISTING SIDEWALK HEIGHT 20.25' (20'3") to 20.40' (20'5") ALONG WIDTH OF THE SITE

EXISTING SEWER LINE TO BE EXTENDED FACE OF RETURN COURTYARD WALL CAST IN PLACE CONCRETE

EXISTING SEWER LINE IS 4' BELOW THE TOP OF THE EXISTING CURB

FACE OF RETURN COURTYARD WALL CAST IN PLACE CONCRETE

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

FFL +11'- 9 3/8" from old Grade

1. EAST ELEVATION

EGRESS WINDOW OF BEDROOM

LOWEST SILL IS 24" ABOVE FFL

Top of Roof 22' Maximum Height from Grade

5'-93 8"

FACE OF BEDROOM WALL TO BE 78" HARD TROWEL STUCCO FINISH

6'-103 8"

MAX 14' ABOVE GRADE 42" RAILING

DUCT FOR FAU

HARD TROWEL STUCCO

FULL HEIGHT DOOR OPENING OF LIVING ROOM

FULL HEIGHT DOOR OPENING OF LIVING ROOM

KITCHEN WINDOW

FACE OF STUCCO FINISHED

11'-13 8"

EXISTING WALL

FFL +8-3/8" from Grade

FFL +8-3/8" from Grade

Grade Level +0.00 To be Confirmed

TYP. STAIRCASE WITH 7"RISE - 11"TREAD

2. WEST ELEVATION

TOP OF GRADE

8" CAST-IN CONCRETE WALL

•• • • • •• • • • • • • • • • • • • • RAILING TUBE

1" 0'-94 1" 0'-72

3 4••

•• • • • • • • • • • •

ROD FOR RAILING TO BE PLACED 48" O.C. INTO STRUCTURAL STUD

RAILING DETAIL

3 SCALE: 16 "

Job No Date:

= 1'-0" Sheet Title: EAST/WEST FACING ELEVATIONS

3 4••

•• • • • •• • • • • • • • • • • • • • RAILING TUBE

3 8••

GRUB SCREW

3 8••

3'-0"

Grade Level +0.00 To be Confirmed

VILLA FLORA

FACE OF GARAGE WALL TO BE 78" HARD TROWEL STUCCO FINISH

1014 FLORA AVE. CORONADO, CALIFORNIA 92118

OPENING BETWEEN RAILINGS SHOULD BE LESS THAN 4"

2'-11"

3'-7"

MAX 14' ABOVE GRADE

FCL +10'-6 3/8" from Grade

LOWEST SILL IS 24" ABOVE FFL

PROPERTY LINE

LOWEST SILL IS 24" ABOVE FFL

1'-0"

PROPERTY LINE

LOWEST SILL IS 24" ABOVE FFL

HARD TROWEL STUCCO

FFL +11'- 9 3/8" from Grade

EXISTING SIDEWALK HEIGHT 20.25'

LOWEST SILL IS 24" ABOVE FFL

(FIRST FLOOR) FRONT SETBACK (VARIES)

25' Maximum Parapet Height from Grade

FACE OF BEDROOM WALL TO BE 78" HARD TROWEL STUCCO FINISH Top of Railing +14'- 10 5/8" from Grade

1" 12'-18

4'-0" SPARK ARRESTER

1'-105 8"

Top of Roof 22' Maximum Height from Grade

63'-4" CHIMNEY

4'-43 8"

25' Maximum Parapet Height from Grade

FRONT SETBACK

PROPERTY LINE

3 SCALE: 16 " = 1'-0"

•• • • • • • • • • • •

ROD FOR RAILING TO BE PLACED 48" O.C. INTO STRUCTURAL STUD

3. RAILING DETAIL SCALE: 3/8" = 1'-0"

A2.1


1" 2'-74

L-BRACKET TO BE BOLTED TO CONCRETE STRUCTURE

1" 0'-12

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

METAL GRADING w/ 2" O.C. OPENING OVER LIGHTWELL

DETAIL 1 SCALE: 21" = 1'-0"

CHIMNEY

FLOOR CONSTRUCTION 3 4" TIMBER FLOORING 1 2" BONDING 1-1/4" T+G PLYWOOD

8" HEIGHT CHANGE BETWEEN PROPOSED GRADE AND NEW F.F.L.

1'-3"

8'-10"

OPENING BETWEEN RAILINGS SHOULD BE LESS THAN 4"

60 MIN. DOOR CONSTRUCTION

FAU (FORCE AIR UNIT) DROP 3" FROM GARAGE CEILING

9'-10"

WALLS + CEILING TO BE 5/8" GYPSUM BOARD. TYPE 'X'

GARAGE SPACE

3'-07 8"

1" 4'-24

MAX 14' ABOVE GRADE 42" RAILING

9'-10"

PROPERTY LINE

FCL +10'-6 3/8" FROM GRADE

FFL +8-3/8" FROM GRADE

TOP OF GRADE

1'-3"

7'-35 8"

FACE OF EXTERNAL WALL TO BE STUDWORK WITH SHEAR PANEL SECUROCK 5/8" FIRECODE Type X PANELS TO WRAP EXTERIOR WALL FROM BASEMENT TO INTERIOR OF PARAPET WALL 7 8" HARD TROWEL STUCCO FINISH

FINISH FACE OF EXTERIOR WALL TO BE 2" INSIDE OF SIDEYARD SETBACK

FFL +11'- 9 3/8" FROM GRADE FINISH FACE OF EXTERIOR WALL TO BE 2" INSIDE OF SIDEYARD SETBACK

TOP OF ROOF SLOPE TO BE A MAXIMUM 22' FROM GRADE

MIN. 42" FROM TOP OF WALL

8'-10"

ALL INTERNAL / EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

SIDE YARD SETBACK LINE

SIDE YARD SETBACK LINE

GRADE LEVEL +0.00 TO BE CONFIRMED ON SITE

4'-15 8"

3'-63 4"

4'-35 8"

GARAGE FLOOR @ 2% SLOPE DOWN TO GRADE

1" 19'-32

0'-73 4"

ESGIL NOTE 19: WASHER/DRYER TOTAL 76"H x 32"D

VILLA FLORA

PROPERTY LINE TOP OF GRADE

FLOOR CONSTRUCTION 3 4" TIMBER FLOORING 1 2" BONDING 1-1/4" T+G PLYWOOD

6'-103 4"

2'-8"

ALL INTERNAL / EXTERNAL WALLS TO BE INSULATED WITH JOHNS MANVILLE R21

DETAIL 1

FACE OF EXTERNAL WALL TO BE STUDWORK WITH SHEAR PANEL SECUROCK 5/8" FIRECODE Type X PANELS TO WRAP EXTERIOR WALL FROM BASEMENT TO INTERIOR OF PARAPET WALL 7 8" HARD TROWEL STUCCO FINISH

SPARK ARRESTER

SPARK ARRESTER TOP OF ROOF SLOPE TO BE A MAXIMUM 22' FROM GRADE

FACE OF EXTERNAL WALL TO BE STUDWORK WITH SHEAR PANEL SECUROCK 5/8" FIRECODE Type X PANELS TO WRAP EXTERIOR WALL FROM BASEMENT TO INTERIOR OF PARAPET WALL 7 8" HARD TROWEL STUCCO FINISH

1'-15 8"

ROOF TO BE INSULATED WITH JOHNS MANVILLE R30

FACE OF EXTERNAL WALL TO BE STUDWORK WITH SHEAR PANEL SECUROCK 5/8" FIRECODE Type X PANELS TO WRAP EXTERIOR WALL FROM BASEMENT TO INTERIOR OF PARAPET WALL 7 8" HARD TROWEL STUCCO FINISH

FINISH FACE OF EXTERIOR WALL TO BE 2" INSIDE OF SIDEYARD SETBACK

TOP OF PARAPET TO BE 9" FROM MAXIMUM ROOF HEIGHT

1'-3"

TOP OF ROOF SLOPE TO BE A MAXIMUM 22' FROM GRADE

SPARK ARRESTER

CHIMNEY

1'-3"

CHIMNEY

2'-115 8"

18'-7"

TOP OF PARAPET TO BE BELOW 25'0" FROM GRADE

1'-15 8"

TOP OF PARAPET TO BE BELOW 25'0" FROM GRADE

0'-4"

SPARK ARRESTER

SIDE YARD SETBACK LINE

CHIMNEY

9'-87 8"

PROPERTY LINE

TOP OF PARAPET TO BE BELOW 25'0" FROM GRADE

TYP. ROOF CONSTRUCTION TO BE ASPHALT BUILT UP ROOFING

42"H RAILING

PROPERTY LINE

40'-0" 32'-0" DRYER VENT (MIN. • •• ••••• 25' MAX. MINUS 2'6" • • • • •• • ••• • • • • • • • • • • • • • • • • DISTANCE

SIDE YARD SETBACK LINE

SKYLIGHT

1014 FLORA AVE. CORONADO, CALIFORNIA 92118

0'-2"

0'-4"

TOP OF GRADE

EXTERIOR STAIR FROM EXTERNAL COURTYARD TO GRADE TO CONSIST OF CONCRETE STEPS 7" RISE X 11" TREAD LOWER LEVEL FLOOR CONSTRUCTION 3 4" STONE 3 4" BEDDING CONCRETE SLAB

LOWER LEVEL FFL (-10' 6-5/8" FROM GRADE LEVEL)

SEE STRUCTURAL INFORMATION

Job No Date: Sheet Title: SECTION

1. CROSS SECTION

2. FRONT SECTION

SCALE: 41" = 1'-0"

SCALE: 41" = 1'-0"

A3.0


free weights

arc machine

3 C1.2

1

4

C1.4

5

15'-107 8"

1" 12'-12

2

2

eliptical

5'-63 4"

3

3'-0"

6'-2"

4

D10

1 D09

C1.4

EXTERNAL STAIR POURED IN PLACE CONCRETE WALL

1" 0'-102

CLEAR OPENING DOORS TO COURTYARD

1'-53 4"

R1.7-GUEST BEDROOM

3 D08

C1.0

1

2

C1.0

1

2'-9"

4

D07

W1.2

SPARK LINEAR BURNER LBS24 (24" WIDE) 10" WIDE X 6" DEEP 41,000BTU BURNER

SPARK LINEAR BURNER LBS24 (24" WIDE) 10" WIDE X 6" DEEP 41,000BTU

FRESH AIR INTAKE

BURNER

0'-6"

5

CLEAR OPENING

2'-87 8"

R1.8-GUEST BATHROOM

EXTERNAL STAIR

PATRICK MCINERNEY ASSOCIATES RIBA, ARB, AADIPL INTER ASSOC AIA T: 619 994 7991 E: pdmcinerney@mac.com

D06

PROPERTY LINE

cable equipment

PROPERTY LINE

punching bag

D03

3'-0"

FIRE PLACE

CLOSET

PLAN VIEW

1

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

CROSS SECTION THROUGH ADAM'S BEDROOM / DRESSING ROOM

2

SCALE: 3/8" = 1'-0"

15'-107 8" 5'-63 4"

3'-0"

6'-2"

96"

PROPERTY LINE

1" 17'-84 5'-0"

0'-7"

10'-113 4"

CROSS SECTION THROUGH ADAM'S BEDROOM / DRESSING ROOM

SCALE: 3/8" = 1'-0"

0'-7"

1" 9'-114

2'-9"

96"

78-1/2"

POURED POURED IN PLACE IN PLACE CONCRETE CONCRETE WALLWALL WALL MIRROR UNIT

PLASTERBOARD WALL

64"

CLEAR OPENING

POURED IN PLACE CONCRETE WALL

49-1/2"

CLEAR OPENING

44"

FRENCH DOOR

44"

36"

36" TRAVERTINE SHOWER WALL

28"

VENEERED OAK

28"

TRAVERTINE

4

SCALE: 3/8" = 1'-0"

2'-103 4"

CROSS SECTION THROUGH ADAM'S BEDROOM / DRESSING ROOM

VILLA FLORA

3

CROSS SECTION THROUGH ADAM'S BEDROOM / DRESSING ROOM

1" 4'-14

1014 FLORA AVE. CORONADO, CALIFORNIA 92118

2'-103 4"

SCALE: 3/8" = 1'-0"

32'-93 4"

1" 7'-78

5'-13 8"

1" 13'-18

1" 14'-04

0'-7"

5'-0"

3'-0"

6" DIAMETER CLASS A VENT PIPE

WOVEN SCREEN PANELS CLOSET OPENING BEHIND

POURED IN PLACE CONCRETE WALL

POURED IN PLACE CONCRETE WALL

1'-8"

FIREPLACE 40" INTERNAL CLEAR OPENING

CROSS SECTION THROUGH ADAM'S BEDROOM / DRESSING ROOM

SCALE: 3/8" = 1'-0"

TRAVERTINE

1" 3'-34

BURNER

1'-8"

UP

Job No

FIREPLACE SPARK LINEAR BURNER LBS36 (36" WIDE) 10" WIDE X 6" DEEP 61,000BTU

5

POURED IN PLACE CONCRETE WALL

48"

FRENCH DOOR

TRAVERTINE

Date: Sheet Title: BASEMENT INTERIOR ELEVATIONS

C1.0


Manchester Residence Coston Architects Incorporated


LEGEND Existing to Remain, (N) finishes per I.D. New Wall per plan

*

5'-10"

CL

*

*

4'-4"

(00 00 000)

Window Tag, See Schedule

*note: Modified Window

Door Tag, See Schedule

*note: Modified Door

See Spec Sheet Wall Type Tag, see A7.5

C O S T O N A r c h i t e c t s Incorporated

Keynote, See Below

5'-0 1/8"

3'-11"

1

R.O.

EQ. 5'-11 1/8"

EQ.

5'-3 1/2"

6'-0"

5"

EQ.

4'-10"

3'-2"

6'-2" EQ.

4'-4 1/2"

3'-3"

R.O.

EQ.

EQ.

Align

8"

4'-3"

EQ.

1'-7"

2'-1"

EQ.

8'-5"

5'-0" 5'-5"

4'-8"

R.O.

3'-6"

CL

DN

EQ.

7

Black out window at interior and cover with drywall, window to remain as-is at the exterior, see I.D. plans for more information.

8

-not used-

9

Provide utilities as required for bar equipment, see Interiors drawings for quantity and locations

10

Shower per I.D.

11

See I.D. plans for bathtub information.

12

-not used-

13

Provide sound damping assembles of walls, floors, and ceiling to achieve 55 STC rating. Submit full design and specifications to owner prior to procurement and installation.

14

Install hydronic radiant floor heating system. Submit full design and specifications to owner prior to procurement and installation.

3'-2 5/8"

4'-9 3/4"

DRY STORAGE

4'-11"

1'-0"

DW

1'-0"

MACRO DRAWER (2) REF DWRS

6'-5"

WARMING DRAWER BELOW

7'-4"

1'-5" 3'-7"

2'-11"

Relocate window

DBL OVENS

7'-7 3/4"

8'-0 1/2"

12'-1 1/2"

5'-3 1/8"

6'-1"

4'-0 3/8"

1'-0"

5'-0"

1'-5"

1'-5"

11'-5"

05/01/2013

1'-5"

8'-11"

1'-0 1/2"

*

7'-9 1/2"

20'-3"

UP

DT

1'-0"

1'-5"

14'-9"

1'-0"

4'-2"

1'-0"

4'-2"

1'-0"

4'-2"

1'-0"

4'-2"

1'-0"

7'-3"

1'-0"

1'-0"

1'-5" 1'-0"

1'-0"

9'-5"

7 1/2" v.i.f.

1'-1 1/2"

14'-4"

EQ.

W

UP

48" REF/FRZ

1'-0 1/2"

R.O.

2'-6"

5'-9 3/4"

EQ.

EQ.

7'-10 7/8"

7'-2"

4'-11 3/8"

EQ.

3'-8"

Center door in hallway

6

Second Floor Plan

5'-5"

4'-3"

2'-7 1/2"

(N) decorative column per I.D.

5

Manchester Residence 484 Prospect Ave La Jolla, California

1'-5"

11"

5'-5"

4'-5"

3'-3 1/2"

UP

EQ.

CLOSET

4

All existing windows and doors are to remain unless otherwise notified.

A/V EQUIP

10 1/2" 4'-1"

EQ.

REF DRWRS

New floor finish and surround at fireplace per interior designer.

GENERAL PLAN NOTES

6'-4 7/8"

ICE

CL

42" high guardrail per ESR-3269 see 24/A8.5

3

O O F C A LIF

See Specification Divisions 01, 02, 06 - 10, 12, 22, 23, & 26 for Plan notes.

4'-2 1/8"

REF DRWRS

ICE

C-29876

E

15'-2 1/8"

6'-9" 65" TV

11"

8'-3" 1'-0"

8'-0"

11"

1'-2 1/2"

7"

2

EQ.

EQ.

New cabinets, appliances, and fixtures per Interior Design drawings.

Kent Coston

Ren: 08/2013

IA

4'-8 1/4"

9'-6"

4'-11"

T S TA

5'-10 7/8"

ED ARCHI NS

CT TE

KEYNOTES

19'-6"

4135 South Tropico Dr. La Mesa, CA 91941 619 518 8071

RN

Carbon Monoxide

LICE

7'-9 1/4"

Smoke Detector

11'-5"

1'-5"

A4.2 OF

SECOND FLOOR PLAN

1/4" = 1'-0"

5/2/2013 1:56:08 AM, Progress


LEGEND Existing to Remain, (N) finishes per I.D. New Wall per plan

4"

* *

*note: Modified Window *note: Modified Door

(00 00 000)

5'-9"

See Spec Sheet Wall Type Tag

3'-9"

Keynote, See Below

14'-6"

Smoke Detector Carbon Monoxide

4135 South Tropico Dr. La Mesa, CA 91941 619 518 8071

EQ.

1'-3" 9'-1"

7'-1 3/4"

EQ.

3'-10"

1'-8 1/2"

EQ.

1'-10 1/2" V.I.F.

TYP

13'-9"

7'-7 1/2"

TYP

5'-11"

8'-3"

BENCH

1'-0"

EQ

BUILT-IN

2'-9" 6'-4"

7'-6"

6'-3"

4'-5"

4'-0"

IA

RN O

Center door in hallway

6

Existing wall to remain, new finishes per interior designer

7

Black out window at interior and cover with drywall, window to remain as-is at the exterior, see I.D. for more information.

8

-not used-

9

-not used-

10

Shower per I.D. plans

11

See I.D. plans for bathtub information

12

-not used-

13

-not used-

14

New stairs from balcony to upper terrace, see structural and interior design drawings

15

Provide sound damping assembly of walls, floors, and ceiling to achieve 55 STC rating. Submit full design and specifications to owner prior to procurement and installation.

16

Install hydronic radiant floor heating system. Submit full design and specifications to owner prior to procurement and installation.

17

Install electrical radiant floor heating system. Submit full design and specifications to owner prior to procurement and installation.

18

Gas connection, see interior drawings for equipment specifications

5'-2"

GENERAL PLAN NOTES

STOR

3'-10"

2'-9" 4'-3"

12'-3"

EQ.

EQ.

18" SINK

5'-8"

TRASH/ REC PULLOUT

F.F. 92'-9"

4'-2" typ.

2'-0" 5'-10"

LYNX REF DRWRS

EQ.

8"

LYNX ICE

Heater, provide quick disconnect

6'-0" equal

5

See Specification Divisions 01, 02, 06 - 10, 12, 22, 23, & 26 for Plan notes.

DN

4'-2"

1'-0"

UP

11"

EQ.

ASKO DW

4'-11 1/2"

F.F. 91'-9"

4'-1"

7'-1 1/4"

Provide utilities as required for bar equipment, see Interiors drawings for quantity and locations

All existing windows and doors are to remain unless otherwise notified.

6"

TYP

TYP

11" 05/01/2013

5'-5"

STOR

1'-0"

HB

9'-10"

Heater, provide quick disconnect

5'-0 1/2"

STOR

(N) Edge of Balcony

DN

4'-7"

4'-6"

13'-0"

HB

5'-7"

11'-1"

TYP BELOW

TYP

DT

BELOW

9'-3" 1'-4 1/2"

6'-8"

1'-0"

14'-9"

1'-0"

9'-4"

1'-0"

9'-4"

1'-0"

7'-3"

1'-0" 9"

1'-0"

5'-2"

7'-7"

4'-1"

TYP

9"

6'-0"

42" high guardrail per ESR-3269 see 24/A8.5

4

4'-2"

2"

UP

TYP

equal

2" drain and overflow

3

EQ.

7'-8" 3'-1 1/4"

2'-10"

UP

LINEN

8"

Hot Tub

Verify exact size and location of hot tub supports with hot tub manufacturer. Verify exact size of hot tub deck with Interior Designer.

New cabinets, appliances, and fixtures per Interior Design drawings.

2

EQ.

EQ.

4'-3"

5'-4"

equal

7'-2"

EQ

BBQ 3'-10"

equal

6'-8 1/4"

2'-0"

3'-8"

EQ

1

12'-3"

8'-1"

7'-7 1/2"

O F C A LIF

Manchester Residence 484 Prospect Ave La Jolla, California

4'-0"

4'-1"

WH

EQ. 7'-7 1/2"

E

Ren: 08/2013

7'-5" 8'-9"

4'-9"

EQ.

6'-1" EQ.

4'-2"

1'-4"

1'-4"

T S TA

KEYNOTES 1'-3"

NOTE: Provide water supply, drainage and power for lighting for potted plants. See ID plans for quantities and locations.

Kent Coston C-29876

1'-0"

4'-2"

ED ARCHI NS

CT TE

LICE

5'-5"

7'-8"

13'-6"

4'-6"

C O S T O N A r c h i t e c t s Incorporated

Third Floor Plan

8'-0 1/2"

Window Tag, See Schedule Door Tag, See Schedule

A4.3

BELOW

THIRD FLOOR PLAN

4'-3"

9'-2"

OF

1/4" = 1'-0"

5/2/2013 1:56:46 AM, Progress


LEGEND * *

Window Tag, See Schedule

*note: Modified Window

Door Tag, See Schedule

*note: Modified Window

GENERAL NOTES 1. Existing roof finish to remain Existing roof and building height are to remain unchanged + 104'-1"

T.PLATE + 100'-8"

3. See I.D. plans for more information. 4135 South Tropico Dr. La Mesa, CA 91941 619 518 8071

ED ARCHI NS Kent Coston

CT TE

LICE

42" glass

C O S T O N A r c h i t e c t s Incorporated

2. Existing building height is to remain unchanged.

RN

T S TA

IA

C-29876

E

Ren: 08/2013

O F C A LIF

O

F.F. LEVEL 3 + 91'-9" Drain Sprinkler

F.F. LEVEL 2 + 81'-10" 30"x10" louvered vent

F.F. LEVEL 1 + 71'-11"

-

Existing roof and building height are to remain unchanged + 104'-1"

42" glass

42" Guardrail

F.F. UPPER TERRACE + 94'-10"

2'-4" 6"x6" dryer vent

30"x10" louvered vent

6"x6" dryer vent

T.PLATE + 100'-8"

Decorative metal guardrail 42" high

F.F. LEVEL 3 + 91'-9"

14"x14" louvered vent

Exterior Elevations

1/4" = 1'-0"

Manchester Residence 484 Prospect Ave La Jolla, California

EAST ELEVATION (FRONT)

beyond

Decorative metal guardrail 42" high

14"x10" screen vent

14"x10" screen vent

F.F. LEVEL 2 + 81'-10" 20"x10" louvered vent

6"x6" dryer vent

30"x10" louvered vent

05/01/2013

F.F. LEVEL 1 + 71'-11" 36"x36" louvered vent

DT

F.F. BASEMENT + 61'-11"

NORTH ELEVATION 1/4" = 1'-0"

-

A6.0 OF

5/2/2013 1:43:00 AM, Progress


Khoa Duong CAD