Maria Caneja Work Sample by Maria Caneja

Archi tecture Wo r k Samples Maria Canej a

Ta bl e of Contents |woodbur y university| talmadge apartments :: enveloped pizza :: sďż˝mul[us] :: |work experience| emerson elementar y school :: julian torres workshop :: oscar lin residence interiors :: patel residence:: karatzias residence:: munoz oďŹ&#x192;ce project:: |other work|

CONDITION 1 VIEWPOINTS

CONDITION 1 DISPLAYS THE CONCEPT OF THE CONTINUOUS TI SSUE THROUGHOUT THR EE SPACES. THE TRANSITION SPACES EXAGGERATES THE RE F LEC TION OF THE U S ES OF THE CONNEC TING ROOMS (EITHER SOCIAL , SEMI-SOCI AL , AND PRIVATE). PROP OSI NG T H ESE DI FF ER ENT C EI L I N G CONDITIONS B E T WE E N EXISTING CONDITIONS INTENSI FIES THE SUBTLE PHYSICAL EXPERIENCE IN T H E N A R ROW S PACES. THE UNDERLYING CEILING PATH (TISSU E) WILL

CONDITION 2 VIEWPORTS

CONDITION 2 CONVEYS THE

OPPORTUNITY

OF PLAYING WI T H T H E SUR FACE IN A MODER N WAY. BY PLAYING WITH THE NON-TRADITIONAL SUR FACE, THERE IS A VARIETY OF EXPERIENCES WITHIN A

NARROW S PACE . AS ON E WA L KS T H ROUGH EACH TRANSITION AREA , THEY WILL GAIN THE

CONTINUITY , S UDDEN DROPS .

FEELING OF THEN

THESE DROPS CONVEY THE UNDERLYING CHANGE OF SPACES UPON ENTERING EACH ROOM.

CEILING TRANSITION CONDITIONS R EP RES E NTAT IO N A L S PACES OF PAPAL OCCUPANCY

woodbury university

DIREC T ONE AS THEY M OVE FROM ONE ROOM TO ANOTHER .

talmadge apartments each unit has a shared or private integrate unit types to create possible with residences.

studio

one bedroom

two bedroom

enveloped piazza the scaﬀolding intensiﬁes the granduer and culture of the vucherria

scale:1/8”=1’-0”

n.t.s.

work experience

6' - 10 7/8"

29' - 5 5/8"

10.69 12.35 22.15 22.26 26.54

SIM.

A311

11' - 1"

4" K1

1' - 3 1/2"

T48

9' - 5 5/8" 2

1 A412

18 A506

22.15 1' - 4 1/8"

3' - 8"

1' - 0"

17 A506

A310

T24

T36

A302

E A4 H

T48

FEC

10.69

8 3/4"

B2-107

3' - 5"

xxx

1' - 1"

9' - 10 1/2"

NEW DOOR PER DOOR SCHEDULE, SEE SHEET A800

4 SIM.

HANG-SAFE RACKS 5 x 9 HOOKS 6' - 11 1/2"

7' - 7 1/4"

5' - 8"

2' - 9 1/4"

2' - 1"

5' - 5 1/2"

8' - 6"

A###

# / AXXX

A311.2

2 A503

PARTIAL HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

6 A503

PARTIAL HEIGHT WALL (2 x STUD, PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

10 A503

FULL HEIGHT WALL (2 x STUD, PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

14 A503

PARTIAL HEIGHT WALL (PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

3 A503

FULL HEIGHT WALL (PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

7 A503

FULL HEIGHT WALL (ACOUSTIC WALL), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

12 A503

LOW HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

2 A504

FULL HEIGHT WALL (2 x STUD, FURRING) AT BRACE FRAME, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

18 A503

FULL HEIGHT WALL (STUD, FURRING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

20 A503

PART HEIGHT WALL (STUD, FURRING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

16 A503

B2-101

4' - 6"

T36

CLASSROOM (G2)

1 D

A311.3

2 T48

TYP. A4

6' - 10 7/8"

12' - 1"

SIM.

OPP.

KEYPLAN

10.69

B2 3 A400A

10.44

T24 16 A506

T36

A311.1

B4 7.57

15 A506

9' - 9 1/8" G07

4 ELECTRICAL RM.

12' - 1 1/4"

A311.1

B2-100 225 SF

1 / A105B

16' - 2"

DESCRIPTION DSA SUBMITTAL

R.S.

A311.1

1/4" = 1'-0"

A311.1 11"

6' - 5"

8' - 0 3/4"

3' - 5"

ENLARGED FLOOR PLAN - FIRST FLOOR - ELEMENTARY (B2) WEST 1

B2-100A

2' - 9 1/2"

DATE

DSA FLS : ACS : SSS :

PROJECT NO.

B2-100B

13' - 6"

26.54

REVISIONS NO. DATE A 07/23/2018

6' - 6 1/8"

8' - 3"

28' - 11"

10"

HANG-SAFE RACKS 4 x 9 HOOKS EA.

6' - 10 7/8"

ALIGN

A311

3' - 5"

T48

BC.5

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

16'

MAINTENANCE AND OPERATIONS CENTER

FULL HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

15 A505

ARCHITECTURAL PROGRAM

T36 12.35

INTERIOR WALL TYPE LEGEND

NEW BUILDINGS & RECONSTRUCTION

FEC

T48

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

A311.2

1' - 6 1/2"

8' - 4 1/2"

FEC

T36 T24

3' - 0 1/2"

T24

874 SF

36x48 ACCESSIBLE CLEAR MANUVER SPACE PER SECTION 11B-305

NEW LOUVER PER WINDOW SCHEDULE, SEE SHEET A801

22.26

3' - 0 1/2"

12.35

A603

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

B2-102

B2-101

EXP I R

EXTERIOR WALL TYPE SECTION IDENTIFICATION

MATCHLINE

x 3

3' - 5"

# / AXXX

3 3/8" GAP

T36

1' - 8 1/2"

3' - 5 1/2"

FEC

6' - 10 7/8"

17' - 10"

KNOX BOX

A311

ALIGN

ROOF OVERHANG

SEMI-RECESSED FIRE EXTINGUISHER CABINET, SEE DETAIL 1/A504

1' - 4 1/2"

ACCESSIBLE PUSH BUTTON ENTRY PER DOOR SCHEDULE, SEE SHEET A800

F.E.C.

CARD READER PER TECHNOLOGY PLANS, SEE SHEETS T101-T107

NEW WINDOW PER WINDOW SCHEDULE, SEE SHEET A801

A311

5' - 8 3/4"

ELEVATOR

T48

T36

ARCHITECT

T48

B2-109

#C014152

1' - 0"

B2-108

TACKBOARD, SEE SHEET A802

T36

11 3/4" 3' - 5"

1' - 0"

B2-106

3' - 0 3/4"

A311.3

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

FLOOR PLAN LEGEND

1 A311.2 K3

8 3/4"

SIM.

2' - 1"

FEC

2' - 0"

ARCHI TECT H. DAV RIC

3' - 8 3/4"

CR 1 x 9 HOOKS

55 SF

10.69

OPP.

923 SF

BOARD OF EDUCATION

A603

T48

B2-106

1 0 1 2 9 A C , o g e i D n a S

PREPARED FOR THE

B2-102

7. FOR EXTERIOR WORK SEE SITE PLANS A101 - A101G

STAFF UNISEX

A311

6. FOR EXTERIOR WALL TYPES SEE WALL SECTION CALL-OUTS

4 A505

e u n e v A h t 0 1 3 5 0 1

ENLARGED FLOOR PLAN - FIRST FLOOR ELEMENTARY (B2) WEST

CLASSROOM (G2)

ALIGN

8' - 3"

B2.3

5. CONTRACTOR TO REVIEW ELEVATIONS FOR WINDOW VARIATIONS ON WINDOW SCHEDULE. SEE SHEET A801.

3 AT AUGUS T N R E O F CALI FO

4. CONTRACTOR TO REVIEW INTERIOR ELEVATIONS, AND CONFIRM WALL ASSEMBLY APPROPRIATE FOR FINISHES AT WET AREAS, KITCHEN, RESTROOMS, AND JANITOR CLOSETS.

2 A412

12' - 1"

10"

3. LOCATE NEW DOORS FRAMES SO HINGED SIDE IS 4" INCHES FROM EDGE OF FRAME TO FACE OF PERPENDICULAR STUD, UNLESS OTHERWISE NOTED.

10"

6' - 10 7/8"

7' - 5"

SIM.

2. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED.

T36

HANG-SAFE RACKS 5 x 9 HOOKS EA.

10.44

B2-105

3' - 5"

7' - 4 3/8"

A311

T60

T48

3' - 5"

233 SF

3' - 5"

G1 K1

240 SF

953 SF

48 SF

5' - 2"

T36

B2-109

8' - 5 3/8"

T48

STUDENT R/R (GIRLS)

B2-108

B2-105

HANG-SAFE RACK

3' - 5"

B2-103

STUDENT R/R (BOYS) F

3' - 11 5/8"

10.44

A603A

STAFF UNISEX

1' - 1"

6' - 10 7/8"

FEC

30' - 2"

A310

B2-107

T24 CR

CLASSROOM (G2)

11 3/4"

OPP.

1. ALL EXTERIOR WALLS ARE TO BE ALIGNED TO CENTERLINE OF GRID LINE UNLESS OTHER WISE NOTED. E

6' - 4 3/4"

909 SF C

FLOOR PLAN GENERAL NOTES

ALIGN

8' - 3"

B2-103

2 1/2"

3' - 5" D

A603A

B2-104

3 1/2" 7"

CLASSROOM (G2)

3 1/2"

T48

196 SF

SSS

B2-104

APPL: FLS /

STORAGE

20 1 9

AC DATE

C1 4"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

A310 B1

DATE

R E V I E W E D

T36 12.35

6' - 10 7/8"

K1 TYP.

5' - 0 1/8"

19 A505

OTHER

8' - 3"

OTHER

6' - 10 7/8"

METAL DOWNSPOUT TO SITE DRAINAGE W/ OVERFLOW OPENING, SEE DETAIL 14/A513 WALL-MOUNTED INTERACTIVE WHITEBOARD O.F.C.I, PER DETAIL 8/A507 FOR INSTALLATION. ELEMENT SHALL NOT PROTRUDE MORE THAN 4” FROM FACE OF WALL FINISH. WALL MOUNTED HANGSAFE BACKPACK RACK AND HOOK SYSTEM, SEE DETAIL 20/A506 CASEWORK, SEE INTERIOR ELEVATIONS SHEETS A600-A606 DOMESTIC WATER PIPING, SEE PLUMBING PLANS SHEETS P101-P105 STORM DRAINAGE PIPING SPECIALITIES, SEE PLUMBING ELECTRICAL EQUIPMENT, SEE ELECTRICAL POWER PLANS SHEETS E-102 - E-108

B Y

19' - 4 7/8"

7.57 10.44

OTHER

6' - 10 7/8"

21' - 7"

DATE

23' - 9 1/2"

KEYNOTES

30' - 0"

ASSISTANT DISTRICT ARCHITECT

15' - 9"

SITE ADMINISTRATOR

28' - 11"

DATE

A303

DISTRICT ARCHITECT

BB 1' - 4 5/8"

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A105A

8' - 3"

6' - 10 7/8"

8' - 8 1/2"

6' - 10 7/8"

14' - 9"

8' - 3"

6' - 10 7/8" 3

18' - 6 1/4"

3' - 8"

6' - 10 7/8"

1' - 5 1/8"

23' - 10"

10.69 14.0 22.46 26.54

3' - 8"

DATE

WALL MOUNTED HANGSAFE BACKPACK RACK AND HOOK SYSTEM, SEE DETAIL 20/A506 HYDRAULIC ELEVATOR MOP SINK, SEE PLUMBING ENLARGED PLANS SHEETS P301-P305 ELECTRICAL EQUIPMENT, SEE ELECTRICAL POWER PLANS SHEETS E-102 - E-108

SIM.

A310

KEYNOTES

BJ 28' - 11"

DATE

6' - 10 7/8"

30' - 6"

A303

ASSISTANT DISTRICT ARCHITECT

30' - 6"

DATE

DISTRICT ARCHITECT

A311 B1

T48

1. ALL EXTERIOR WALLS ARE TO BE ALIGNED TO CENTERLINE OF GRID LINE UNLESS OTHER WISE NOTED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED.

3' - 5"

3. LOCATE NEW DOORS FRAMES SO HINGED SIDE IS 4" INCHES FROM EDGE OF FRAME TO FACE OF PERPENDICULAR STUD, UNLESS OTHERWISE NOTED.

30' - 2"

FEC CR

8' - 5 3/8"

xxx

4' - 4 1/4"

3' - 5"

3' - 1 1/4"

2 A311.3

ELEVATOR

# / AXXX

T36

FEC

T48

SIM. 2

A311

7' - 1"

FEC

T24

T36

FEC

T24

FULL HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

2 A503

PARTIAL HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

6 A503

PARTIAL HEIGHT WALL (2 x STUD, PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

10 A503

FULL HEIGHT WALL (2 x STUD, PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

14 A503

PARTIAL HEIGHT WALL (PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

3 A503

FULL HEIGHT WALL (PLUMBING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

7 A503

FULL HEIGHT WALL (ACOUSTIC WALL), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

12 A503

LOW HEIGHT WALL, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

2 A504

FULL HEIGHT WALL (2 x STUD, FURRING) AT BRACE FRAME, FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

18 A503

FULL HEIGHT WALL (STUD, FURRING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

20 A503

PART HEIGHT WALL (STUD, FURRING), FOR REQUIREMENTS AND FRAMING VARIATION, SEE DETAIL:

16 A503

ALIGN

T48 T24

14 A506

ALIGN 8 7/8"

4' - 3"

A CLASSROOM (G1)

T36

B2-117

A603

877 SF

KEYPLAN

4' - 9 1/4"

4' - 3 1/2"

T24

8 1/2"

SEISMIC JOINT 4"

12 A506 7' - 11 1/4"

1 / A105A

T48

30' - 8 7/8"

B4 B5

C A

3' - 8"

D 7' - 1 5/8"

BH.0

28' - 11"

5' - 1 1/8"

R.S.

E 1/4" = 1'-0"

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

DESCRIPTION DSA SUBMITTAL

OTHER

B Y DSA

PROJECT NO.

ENLARGED FLOOR PLAN - FIRST FLOOR - ELEMENTARY (B2) EAST 1

REVISIONS NO. DATE A 07/23/2018

6' - 10 7/8"

B1 1' - 5 1/8" TO F.O.C.S.

28' - 11"

8' - 3 5/8"

T48

1' - 7 1/2"

HANG-SAFE RACKS 4 x 9 HOOKS EA.

12' - 1"

10.69

PREPARED FOR THE

B2-117

6' - 10 7/8"

3' - 5"

T24 SIM.

36x48 ACCESSIBLE CLEAR MANUVER SPACE PER SECTION 11B-305

NEW LOUVER PER WINDOW SCHEDULE, SEE SHEET A801

B2-116

MATCHLINE

INTERIOR WALL TYPE LEGEND

4' - 3"

A311.2

EXP I R

EXTERIOR WALL TYPE SECTION IDENTIFICATION

# / AXXX

1 A401

A311.3

3' - 5"

3 3/8" GAP

A603

925 SF

B2-116

14.0

SEMI-RECESSED FIRE EXTINGUISHER CABINET, SEE DETAIL 1/A504

B2.3

KNOX BOX

F.E.C.

A###

SIM.

A311

6' - 10 7/8"

CLASSROOM (G1) HANG-SAFE RACKS

3 3 1/8" GAP

12' - 1"

9 3/8"

7' - 5"

2' - 9 1/4"

17' - 10"

7' - 4 1/2"

ACCESSIBLE PUSH BUTTON ENTRY PER DOOR SCHEDULE, SEE SHEET A800

NEW WINDOW PER WINDOW SCHEDULE, SEE SHEET A801

8' - 3 5/8"

7' - 7 1/4"

CARD READER PER TECHNOLOGY PLANS, SEE SHEETS T101-T107

6' - 10 7/8"

B2-114

HANG-SAFE RACKS 5 x 9 HOOKS EA. 5' - 0 3/4"

ROOF OVERHANG

8' - 3 3/8"

3' - 5"

ALIGN

5' - 8"

1 A311.3 SIM.

2 x 7 HOOKS EA.

3' - 5"

HANG-SAFE RACKS

5' - 7"

2 x 9 HOOKS EA.

1' - 8 1/2"

12' - 1 1/4"

10.69

1' - 2 1/4"

HANG-SAFE-RACKS 4 x 9 HOOKS EA. 3' - 11 3/4"

B2-111

B2-110

10.69

K1 A4

NEW DOOR PER DOOR SCHEDULE, SEE SHEET A800

TACKBOARD, SEE SHEET A802

ARCHITECT

MAINTENANCE AND OPERATIONS CENTER

58 SF CR

FLOOR PLAN LEGEND

T60

T36

1 1 8 3 . 8 3 2 . 9 1 6

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

A603D

7. FOR EXTERIOR WORK SEE SITE PLANS A101 - A101G

m o c . e r u t c e t i h c r a y v a d . w w w

3 AT AUGUS T N R E O F CALI FO

B2-114

6. FOR EXTERIOR WALL TYPES SEE WALL SECTION CALL-OUTS

1 0 1 2 9 A C , o g e i D n a S

ARCHITECTURAL PROGRAM

T24

e u n e v A h t 0 1 3 5 0 1

NEW BUILDINGS & RECONSTRUCTION

1' - 0"

T36

5. CONTRACTOR TO REVIEW ELEVATIONS FOR WINDOW VARIATIONS ON WINDOW SCHEDULE. SEE SHEET A801.

SIM.

SIM. HANG-SAFE RACK 1 x 9 HOOKS

1' - 0"

T48

14 A506

A311

1' - 6 1/2"

T48

8' - 8 3/4"

10' - 6"

2 x 9 HOOKS EA.

FEC

T36

JANITOR T36

T36

22.46

HANG-SAFE RACKS

FEC

T36

T48

A311 G2

T48

T36

4. CONTRACTOR TO REVIEW INTERIOR ELEVATIONS, AND CONFIRM WALL ASSEMBLY APPROPRIATE FOR FINISHES AT WET AREAS, KITCHEN, RESTROOMS, AND JANITOR CLOSETS.

B2-115

B2-113

3' - 5"

6' - 10 7/8"

12' - 4"

B2-112

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

79 SF

#C014152

B2-113

FLS : ACS : SSS :

A2 IDF

FLOOR PLAN GENERAL NOTES

A603A

912 SF

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

SIM.

B2-115

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

969 SF

CLASSROOM (G1)

ARCHI TECT H. DAV RIC

961 SF

B2-111

BOARD OF EDUCATION

A603

ENLARGED FLOOR PLAN - FIRST FLOOR ELEMENTARY (B2) EAST

8' - 3"

B2-110

A603A

ALIGN

6' - 8 1/8"

CLASSROOM (G2)

4' - 2"

CLASSROOM (G1)

3 1/2"

20 1 9

3 1/2"

143 SF

SSS

26.54 TYP.

B2-112

ELECTRICAL

26.54 TYP.

R E V I E W E D

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

T48

6' - 10 7/8"

B1 T36

OTHER

T24

APPL: FLS /

AC DATE

T48

5' - 0 1/8"

3' - 8"

2 A311 T48

SITE ADMINISTRATOR

SIM. 17 A506

16'

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A105B

7' - 3"

TYP.

5.9 TYP.

23.38 TYP.

+9' - 6" A.F.F

11 1/4" TYP.

3' - 10 3/4"

A303

STEEL FRAMING, SEE STRUCTURAL ROOF PLANS METAL DECKING, SEE STRUCTURAL DRAWINGS METAL FABRICATONS, SEE STRUCTURAL ROOF PLANS STEEL TUBE COLUMN, SEE STRUCTURAL DRAWINGS CONTINUOUS SHEET METAL GUTTER PER DETAIL 6/A513 AND 14/A513 ACCESS PANEL SUN SHADE, SEE DETAILS 8/A509 ROOF ACCESS LADDER PER DETAIL 13/A514, 14/A514, 16/A514 WET-PIPE SPRINKLER SYSTEMS, SEE FIRE PROTECTION FLOOR PLANS SHEETS FP1.02-FP1.08 MECHANICAL DUCTS, SEE MECHANICAL FLOOR PLANS SHEETS M101-M105

23.38

DATE

B Y

R E V I E W E D

OTHER

10.43 TYP.

5.0 5.2 5.4 5.9 7.33 8.23 10.43 10.49 21.3

OTHER

TYP.

21' - 7"

OTHER

3' - 10 3/4"

TYP.

KEYNOTES

DATE

5' - 4 1/4"

30' - 0"

ASSISTANT DISTRICT ARCHITECT

15' - 9"

SITE ADMINISTRATOR

28' - 11"

DATE

DISTRICT ARCHITECT

3' - 11 3/8"

B2-208

23.38

B2-209

B2-210

+8' - 0" A.F.F

+9' - 6" A.F.F

7' - 3"

21.3 TYP.

SSS

6' - 6"

e u n e v A h t 0 1 3 5 0 1

4" 4' - 6"

4' - 6"

3' - 2 5/8"

+10' - 0" A.F.F 1' - 2 5/8"

3' - 2"

3' - 0"

1' - 2 5/8"

1 0 1 2 9 A C , o g e i D n a S

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

4' - 10"

+8' - 0" A.F.F

8.23

2' - 0"

6' - 0"

3' - 10 3/8"

8.23 23.38

STUDENT UNISEX

4' - 6 3/8"

A511 3' - 2 5/8"

4' - 3"

4' - 6 3/8"

5' - 6"

B2-206

6' - 6"

1' - 8" +8' - 0" A.F.F STAFF UNISEX

DSA

STUDENT R/R (GIRLS)

STUDENT R/R (BOYS)

FLS : ACS : SSS :

6' - 6"

+8' - 0" A.F.F 10.49

APPL: FLS /

CLASSROOM (G3)

B2-205

B2-204

6' - 6"

STORAGE

CLASSROOM (G3)

1' - 6"

AC DATE

1' - 6"

6' - 6"

7' - 3"

2' - 1 3/8"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

3' - 7 3/8"

4' - 1 3/8"

NOTES

2' x 2' RECESSED TROFFER

GYP. BOARD

1' x 4' LINEAR PENDANT

3A E505

1' x 8' LINEAR PENDANT

COLLAB. B2-202

SEE A511

2' x 4' ACT W/ 2X2 LOOK

3A E505

SEE A510

EXPOSED METAL DECK

1' x 4' SURFACE MOUNT LIGHT FIXTURE

SUPPLY

2' x 4' SURFACE MOUNT LIGHT FIXTURE

RETURN

2' x 2' SURFACE MOUNT LIGHT FIXTURE

EXHAUST

5' - 8 5/8"

RECESSED DOWNLIGHT

1' x 1' ACCESS PANEL

SCONCE FIXTURE

FIRE SPRINKLER HEAD

A511

CLASSROOM (G5)

7' - 3"

3' - 0"

8.23

2' - 0"

B2-201 EXIT SIGN, SEE DETAIL FOR PLACEMENT

13 A804

ROOF HATCH

14 A514

WINDOW SEE A801

7' - 3"

+9' - 6" A.F.F

KEYPLAN

REVISIONS

5' - 8 5/8"

NO. DATE A 07/23/2018

B4 C A

1 / A113B

3' - 8 5/8"

ARCHITECT

3 AT AUGUS T N R E O F CALI FO

SEE A511

1/4" = 1'-0"

PROJECT NO. R.S.

ENLARGED RCP - ELEMENTARY (B2) - SECOND FLOOR - WEST 1 0'

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

16'

DESCRIPTION DSA SUBMITTAL

MAINTENANCE AND OPERATIONS CENTER

CEMENT PLASTER

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

5.9 TYP.

5' - 0 7/8"

3' - 0 7/8"

5' - 3 5/8"

7' - 3"

5' - 0"

2' x 4' RECESSED TROFFER

ARCHITECTURAL PROGRAM

B2-221

NEW BUILDINGS & RECONSTRUCTION

5.4 TYP.

+9' - 6" A.F.F

8.23

#C014152

RCP LEGEND

ELEVATOR CONTROL ROOM

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

5.2 TYP.

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

21.3 TYP.

A302

+12' - 6" A.F.F

BOARD OF EDUCATION

5.0 TYP.

EXP I R

PREPARED FOR THE

B2-203

3. ALL FIRE SPRINKLER HEADS TO BE CENTERED WITHIN 2x2 CEILING GRID UNLESS SPECIFIED OTHERWISE.

B2.3 7.33 TYP.

2. ALL CEILING HEIGHTS @ 10' - 0" A.F.F UNLESS SPECIFIED OTHERWISE.

ENLARGED RCP - SECOND FLOOR ELEMENTARY (B2) WEST

7' - 3"

A511

CLASSROOM (G5)

1. FOR ALL SOFFIT FRAMING REFFER TO STRUCTURAL DRAWINGS.

BC.5

A401

ARCHI TECT H. DAV RIC

2' - 5 1/4"

5' - 0 7/8"

8' - 2"

20 1 9

3' - 5 5/8"

2' - 0 7/8"

3' - 0 7/8"

B2-207

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A113A

5.0 TYP.

1 A310 7.58 TYP.

ELEMENTARY (B2) - T.O. PARAPET 32' - 7 1/4" 32' - 4"

B2-219

B2-220

B2-117

ARCHITECT

12.35 TYP.

#C014152

ARCHI TECT H. DAV RIC

3.10 TYP.

8.12 TYP.

20 1 9

9.7 TYP.

3 AT AUGUS T N R E O F CALI FO

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -80'3/4" - 0"

B2-116

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

CLASSROOM (G1) 9' - 0"

B2-115

1 0 1 2 9 A C , o g e i D n a S

CLASSROOM (G1)

DSA

/ e u n e v A h t 0 1 3 5 0 1

9.11 TYP. CLASSROOM (G1)

B Y

SSS

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 6"

B2-217

CLASSROOM (G4)

9' - 0"

COLLAB.

B2-218

FLS : ACS : SSS :

CLASSROOM (G4)

CLASSROOM (G3)

APPL: FLS /

12.16 TYP.

AC DATE

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0"

DATE

R E V I E W E D

23.38 TYP.

7.58 8.12 9.7 9.11 9.16 12.16 12.35 23.38 23.45 23.65 23.80

OTHER

23.65 TYP.

CAST-IN-PLACE CONCRETE, SEE STRUCTURAL FOUNDATION PLANS CONCRETE SLAB, SEE STRUCTURAL FOUNDATION PLANS STEEL FRAMING, SEE STRUCTURAL ROOF PLANS POLYVINYL-CHLORIDE (PVC) BATTEN ROOFING CLASS A ESR-1157, SEE ROOF DETAILS ON A512 FOR MORE INFORMATION POLYVINYL-CHLORIDE (PVC) ROOFING W/O BATTENS CLASS A ESR-1157 ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE SHEET A801 GYPSUM BOARD ACOUSTICAL CEILING TILE, SEE SHEET A510 RESILIENT BASE AND ACCESSORIES; REFER TO FINISH SCHEDULE SHEET A802 LIGHT FIXTURE, SEE LIGHTING PLANS SHEETS E-109 - E-115, BRACING PER 3A/E505 CASEWORK, SEE INTERIOR ELEVATIONS SHEETS A600-A606 MECHANICAL DUCTS, SEE MECHANICAL FLOOR PLANS SHEETS M101-M105 AIR DIFFUSERS, SEE MECHANICAL FLOOR PLANS SHEETS M101-M105 PACKAGED ROOFTOP UNITS, SEE MECHANICAL ROOF PLANS SHEETS M105-M108 CONCRETE PAD FOR MECHANICAL EQUIPMENT, SEE DETAILS 9/S007 & 11/A514.

OTHER

3.6 3.10 5.0 7.31

OTHER

KEYNOTES

DATE

ASSISTANT DISTRICT ARCHITECT

B2.3

SITE ADMINISTRATOR

A302

DATE

DISTRICT ARCHITECT

EXP I R

BUILDING SECTION-ELEMENTARY 1 1/4" = 1'-0"

23.80 TYP.

ELEMENTARY (B2) - T.O. PARAPET 32' -33' 7 1/4" - 4"

7.58 TYP. 5.0 TYP.

23.38 TYP.

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0"

9.11 TYP.

7.31 TYP.

B2-201

CLASSROOM (G5)

12.16 TYP.

B2-203

B2-202

A512

A311.1

COLLAB.

CLASSROOM (G3) B2-204

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 0"

9.16 TYP. A311.1 23.45 TYP.

KEYPLAN 9.11 TYP. CLASSROOM (G2) B2-101

REVISIONS NO. DATE A 07/23/2018

9' - 0" TYP.

3.0:12

A512

PREPARED FOR THE

1 A513

9' - 0" TYP.

CLASSROOM (G5)

CLASSROOM (G2) B2-102

CLASSROOM (G2) 9.7 TYP.

B2-103

3.10 TYP.

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -80'3/4" - 0" 8.12 TYP.

3.6 TYP.

BUILDING SECTION - ELEMENTARY 2

PROJECT NO.

1/4" = 1'-0"

R.S.

E 0'

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

16'

DESCRIPTION DSA SUBMITTAL

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

23.80 TYP.

61 1/4"

BOARD OF EDUCATION

23.80 TYP.

3 A310

BUILDING SECTIONS - ELEMENTARY (B2)

23.65 TYP.

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

A302 1 A311

MAINTENANCE AND OPERATIONS CENTER

B2 2

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

B2.3

ARCHITECTURAL PROGRAM

NEW BUILDINGS & RECONSTRUCTION

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A303

7.34

9.4

6.4 5.3

7.10

6.4

2 A502

7.10

7.31

7.10

ELEMENTARY (B2) - T.O. PARAPET 32' -33' 7 1/4" - 4"

7.31

7.58

5.3

6.4

7.31

14 A512

6.4

5.2

7.62

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0"

6.4

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0"

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0" 7.62

5.0

5.0 7.33

5.0 11 A511

9.7 5.3

1 A502

14 A513

5.4

DATE

B Y

OTHER

DATE OTHER

OTHER

e u n e v A h t 0 1 3 5 0 1

5.2

7.62 5.2

DATE

7.31 6.4

ELEMENTARY (B2) - ROOF DECK 27' -28' 3 1/4" - 0"

5.3

ASSISTANT DISTRICT ARCHITECT

SIM.

7.31

14 A511

SITE ADMINISTRATOR

5.2

6.4

DSA

5.0 7.31

7.34

ELEMENTARY (B2) - T.O. PARAPET 32' -33' 7 1/4" - 4"

FLS : ACS : SSS :

7.34

20 A512

ELEMENTARY (B2) - T.O. PARAPET 32' -33' 7 1/4" - 4"

SSS

20 A512

7.33 7.34 7.58 7.62 8.12 9.4 9.6 9.7 9.11 9.36

APPL: FLS /

AC DATE

B2.3

DATE

DISTRICT ARCHITECT

BH.1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

BH.0

3.24 5.0 5.2 5.3 5.4 5.6 6.4 6.11 7.9 7.10 7.13 7.31

LIGHTWEIGHT CONCRETE WITH METAL DECKING, SEE STRUCTURAL FLOOR PLANS CONCRETE SLAB, SEE STRUCTURAL FOUNDATION PLANS CONCRETE SEAT WALL, SEE LANDSCAPE PLANS SHEETS LC-101 & LC-102 AND CIVIL PLANS SHEETS C-2 & C-3 SAND CUSHION 2" (TWO INCHES) STEEL FRAMING, SEE STRUCTURAL ROOF PLANS METAL DECKING, SEE STRUCTURAL DRAWINGS COLD-FRAMED METAL FRAMING, SEE SHEETS A501 & A502 METAL FABRICATONS, SEE STRUCTURAL ROOF PLANS GALV. PIPE AND TUBE RAILING, PER DETAILS 10/A516 & 12/A516 PLYWOOD SHEATHING, PER STRUCTURAL DRAWINGS. PHENOLIC PANEL, SEE DETAILS SHEET A506 BATT INSULATION, R-19 RIGID INSULATION MOISTURE BARRIER POLYVINYL-CHLORIDE (PVC) BATTEN ROOFING CLASS A ESR-1157, SEE ROOF DETAILS ON A512 FOR MORE INFORMATION CONTINUOUS SHEET METAL GUTTER PER DETAIL 6/A513 AND 14/A513 GALVANIZED SHEET METAL COPING POLYVINYL-CHLORIDE (PVC) ROOFING W/O BATTENS CLASS A ESR-1157 BATT INSULATION, R-30 ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE SHEET A801 CEMENT PLASTERING GYPSUM BOARD CEILING, SEE DETAIL 3/A511 GYPSUM BOARD ACOUSTICAL CEILING TILE, SEE SHEET A510 FIBERGLASS REINFORCED PLASTIC +60" A.F.F.

R E V I E W E D

KEYNOTES 3.9 3.10 3.20

1 0 1 2 9 A C , o g e i D n a S

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

9.4 6.4 3 A511

7.9

SIM.

CLASSROOM (G3)

SIM.

EXTERIOR

B2-208 JANITOR

5.3

7.9

8.12 5.6

B2-216

EXTERIOR

6.11 3 A509

SIM.

5.0

5.3

CLASSROOM (G3)

CLASSROOM (G5)

EXTERIOR

B2-217

9.4

9.36

9.7

9.11 5.0 7 A515A

3 A511 5.3

9.11 9.11

7.10

11 A511

9.6

SIM. 2 A509

SIM.

9.6 CLASSROOM (G2)

9.7

5.3

EXTERIOR

B2-107

7.9

EXTERIOR

CLASSROOM (G1)

5.0

B2-115

8.12 JANITOR

CLASSROOM (G2)

6 A505 16 A502

3.10

7.13

3.20

5.0

5 A505

3.24

B2-101 SIM.

5 A505

3.10 3.10

SIM.

7.13

5 A505

7.13

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -8 0' 3/4" - 0"

3.10

SIM.

3.24

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -8 0' 3/4" - 0"

PREPARED FOR THE

3 A509

3.24

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -8 0' 3/4" - 0"

7.13

ELEMENTARY (B2) - FLOOR PLAN FIRST FLOOR -80'3/4" - 0"

KEYPLAN

REVISIONS NO. DATE A 07/23/2018

STUCCO WALL WITHOUT PARAPET 1/2" = 1'-0"

ARCADE AT 2-STORY BUILDING 1/2" = 1'-0"

STUCCO CURTAIN WALL WITH PARAPET 1/2" = 1'-0"

CROSSBRACE FURRING AT STUCCO CURTAIN WALL 1/2" = 1'-0"

1 C A

DESCRIPTION DSA SUBMITTAL

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

B2-114

MAINTENANCE AND OPERATIONS CENTER

1 A502

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

11 A511

NEW BUILDINGS & RECONSTRUCTION

3.9 5.0

1 A502

5.0 1 A502

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 0"

3.9

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

3.9

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 0"

ARCHITECTURAL PROGRAM

12 A502

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 0"

5.3

EXTERIOR

B2-201

7.9 12 A502

ELEMENTARY (B2) - FLOOR PLAN SECOND FLOOR 13' -14' 3 1/4" - 0"

9.7

5.3 5.0

3.9

7.10

EXP I R

7.10

12 A502

14 A511

9.7

BOARD OF EDUCATION

EXTERIOR

9.4 7.10

ARCHITECT

9.6

WALL SECTIONS - ELEMENTARY (B2)

7.9

11 A511

3 AT AUGUS T N R E O F CALI FO

5.3

11 A511

#C014152

2 A509

9.7

9.11

ARCHI TECT H. DAV RIC

7.10

5.3

20 1 9

9.4

9.11

7.10

PROJECT NO. R.S.

E 0'

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

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A311

3 A507

1/4" = 1'-0"

KINDERGARTEN STAFF UNISEX 1 1/4" = 1'-0"

STUDENT UNISEX

22.22 TYP.

12" MIN. 15" MAX.

D104

e u n e v A h t 0 1 3 5 0 1

RESTROOM GENERAL NOTES 1. SEE SHEET A519 FOR ALL RESTROOM FIXTURE AND ACCESSORY MOUNTING HEIGHTS.

A507 10.52

12 9.9

1/4" = 1'-0"

KINDER STUDENT UNISEX - D 12

KINDERGARTEN STUDENT UNISEX A 2 1/4" = 1'-0"

AGE GROUP 5-8

DATE

ARCHITECT

3 AT AUGUS T N R E O F CALI FO

KINDER STUDENT UNISEX - C 11

1/4" = 1'-0"

B Y

FEC

15" MAX.

1/4" = 1'-0"

A507

KINDER STUDENT UNISEX - B 10

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

TYP.

5' - 0" A.F.F.

TYP.

5' - 0" A.F.F.

22.42

12" MIN.

KINDER STUDENT UNISEX - A 9

A415

FEC

ARCHI TECT H. DAV RIC

22.64

1 0 1 2 9 A C , o g e i D n a S

24" MAX.

19" MIN.

20" MIN.

12" MIN. 25" MAX. 13" MAX.

20" MIN. 12" MIN. 13" MAX.

17" MAX.

6" MAX.

25" MAX.

TYP. 14" MIN.

10.26

5' - 0" A.F.F.

10.28

9.9

19" MIN.

32" MAX. (REFLECTIVE SURFACE TO F.F.)

9.9 10.19 10.29

32" MAX. (REFLECTIVE SURFACE TO F.F.)

10.38

20 1 9

10.39

DATE

D105 SIMILAR OPPOSITE HAND

2 9.9

DSA

KINDERGARTEN STAFF UNISEX - D 8

1/4" = 1'-0"

FLS : ACS : SSS :

KINDERGARTEN STAFF UNISEX - C 7

#C014152

1/4" = 1'-0"

KINDERGARTEN STAFF UNISEX - B 6

1/4" = 1'-0"

D107

KINDER STAFF UNISEX - A 5

DATE

22.22 TYP.

STAFF UNISEX

3' - 0"

SSS

A507

APPL: FLS /

R E V I E W E D

10.52

OTHER

22.57 22.64

OTHER

DATE

6' - 7 3/8"

TYP.

5' - 0" A.F.F.

MIN.

2' - 3"

2'-5" MIN.

3' - 4" MAX.

2' - 10" MAX.

3' - 4" MAX.

2' - 10" MAX.

MIN.

22.42

A507

17"-18"

A415

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

9" MAX. 3' - 0"

A507

22.68

22.57

7" MIN.

2'-5" MIN.

2' - 3"

19" MAX.

36" MAX.

17" MIN.

5' - 0" A.F.F.

10.28 TYP. 33" MIN.

33" MIN.

36" MAX.

MIN.

1' - 7"

17" MIN.

10.19

10.26

19" MAX.

TYP.

5' - 0" A.F.F.

10.29

ASSISTANT DISTRICT ARCHITECT

9.9

9.9 22.42

24" MIN.

1' - 6"

12" MAX.

42" MIN.

GLAZED WALL TILE, PER SPEC SURFACE MOUNTED TOILET TISSUE DISPENSER, O.F.C.I. SURFACE MOUNTED SOAP DISPENSER, O.F.C.I. SURFACE MOUNTED TOILET SEAT COVER DISPENSER, O.F.C.I. 36" GRAB BAR, SEE DETAIL 7/A516 42" GRAB BAR, SEE DETAIL 7/A516 WALL MOUNTED HAND DRYER, SEE ELECTRICAL POWER PLANS E-102 - E-108 SURFACE MOUNTED 24x36 MIRROR ABOVE SINK, PER SPECS SURFACE MOUNTED 24x60 FULL HEIGHT MIRROR FLOOR DRAIN, SEE DETAILS 17 & 18/A505 AND PLUMBING FLOOR PLANS P101-P105 WALL MOUNTED LAVATORY, SEE PLUMBING ENLARGED PLANS SHEETS P301-P305 & SHEET A519 FOR HEIGHTS WALL MOUNTED WATER CLOSET, SEE PLUMBING ENLARGED PLANS SHEETS P301-P305 FLOOR MOUNTED WATER CLOSET, SEE PLUMBING ENLARGED PLANS SHEETS P301-P305 AND DETAIL 7/A519 TROUGH SINK WITH BUBBLER, PLUMBING SHEETS P002 & P303

SITE ADMINISTRATOR

9.9

AC DATE

9.9

12' - 7 1/8"

A507

10.38

DATE

10.22 10.39

DISTRICT ARCHITECT

KEYNOTES 9.9 10.19 10.22 10.26 10.28 10.29 10.38 10.39 10.52 22.22 22.42

EXP I R

1/4" = 1'-0"

10.38 15

9.9

14" MIN.

TYP.

5' - 0" A.F.F.

1 1/2" MIN.

17" MAX.

12" MIN.

13" MAX.

20" MIN.

MIN.

STUDENT UNISEX FD

D112 SIMILAR OPPOSITE HAND

10.26

22.64

MAX.

A507

3'-0" MAX.

1/4" = 1'-0"

KINDER STUDENT UNISEX D 16 1/4" = 1'-0"

KINDERGARTEN STUDENT UNISEX B 3 1/4" = 1'-0"

AGE GROUP 5-8

KEYPLAN

REVISIONS NO. DATE A 07/23/2018

TYP. 12" MIN. 10.22

22.64

22.42

9.9

10.52

1 1/2" MIN.

C A 20" MIN.

25" MAX.

12" MIN.

13" MAX.

10.29

17" MAX.

5' - 0" A.F.F.

14" MIN.

TYP.

5' - 0 3/8" A.F.F.

TYP.

5' - 0" A.F.F.

19" MIN.

10.19

10.26

3 A507

KINDER. STUDENT UNISEX - B 18

MAX.

1/4" = 1'-0"

KINDER. STUDENT UNISEX - C 19 1/4" = 1'-0"

22.22

22.64

KINDERGARTEN STUDENT UNISEX C 4

A507

1/4" = 1'-0"

A415 19

D117

A507

KINDER. STUDENT UNISEX - A 17

STUDENT UNISEX 9.9

30" MAX.

24" MAX.

19" MIN.

13" MAX.

12" MIN.

10.28

15" MAX.

22.42

24" MAX.

9.9

32" MAX. (REFLECTIVE SURFACE TO F.F.)

9.9

10.39

32" MAX. (REFLECTIVE SURFACE TO F.F.)

10.38

1' - 6"

7' - 2 5/8"

2 A507

KINDER. STUDENT UNISEX - D 20

DESCRIPTION DSA SUBMITTAL

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

KINDER STUDENT UNISEX C 15

1/4" = 1'-0"

10.29 25" MAX.

12" MIN.

10.22

13" MAX.

24" MAX.

19" MIN.

30" MAX.

32" MAX.

KINDER STUDENT UNISEX B 14

1/4" = 1'-0"

10.19

PREPARED FOR THE

KINDER STUDENT UNISEX A 13

9.9

10.29 12" MIN. 15" MAX.

22.42

MIN.

RESTROOM PLANS & ELEVATIONS - RM #D104, #D105. #D107, #D111, #D112, #D117

A507

(REFLECTIVE SURFACE TO F.F.)

10.52

(REFLECTIVE SURFACE TO F.F.)

30" MAX.

24" MAX.

19" MIN.

TYP.

5' - 0" A.F.F.

TYP.

5' - 0" A.F.F.

22.42

2' - 6"

22.68

9.9

DOOR PERMITTED TO SWING INTO HATCHED PORTION OF MANUEVERING SPACE

MAINTENANCE AND OPERATIONS CENTER

1' - 6"

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

A415

MIN.

4' - 8"

12" MIN. 15" MAX.

ACCESSIBLE CLEAR MANUVER SPACE PER SECTION 11B-604.8.1 4' - 0"

10.39

9.9

4' - 0"

TYP.

MIN.

FEC

2 A507

MIN. ACCESSIBLE CLEAR MANUVER SPACE PER SECTION 11B-305

D111

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

5' - 0" STUDENT UNISEX

BOARD OF EDUCATION

RESTROOM PLAN LEGEND

NEW BUILDINGS & RECONSTRUCTION

22.22 TYP.

ARCHITECTURAL PROGRAM

11' - 1"

1/4" = 1'-0"

AGE GROUP 5-8

PROJECT NO.

1/4" = 1'-0"

R.S.

E 0'

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

16'

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A415

CHANNEL ANCHOR STEEL BACKING PLATE

1/2" CLR.

EXTERIOR PARTITION

"J" TRIM

3/4" RIGID INSULTAION 8" x 18 GA. STUDS @ 16" O.C. WATER RESISTIVE WEATHER BARRIER

8" x 18 GA STUDS PER STRUCT. DWG'S.

CLASSROOM

R-19 FACED-BATT INSULATION 5/8" TYPE "X" GYP. BD.

J CNANNEL NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

7/8" EXT. CEMENT PLASTER O/ MTL. LATH

CSI No.07 00 00

METAL END PANEL

2 1/2" x 20 GA NON BEARING WALL

CSI No.07 54 19

8" x 18 GA STUDS @ 16" O.C. DIAGONAL HSS PER STRUCT. DWGS. WALL PER PLAN

DIAGONAL HSS PER STRUCT. DWGS.

CSI No.07 54 19 COLUMN U.N.O. PER STRUCTURAL PLAN

5/8" TYPE "X" GYP. BD.

110- 000

PHENOLIC AND STUCCO INSIDE CORNER

3" = 1'-0"

PLAN VIEW

1 1/2" = 1'-0"

NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

PHENOLIC DETAILS

HORIZONTAL PANEL JOINT

CSI No.07 54 19

CORNER BEAD, TYP. 5/8" TYPE "X" GYP. BD. R-19 BATT INSULATION

1/2" CLR. TYP.

EXTERIOR

1 1/2" = 1'-0"

JOINT CLOSURE

WATER RESISTIVE WEATHER BARRIER 3/4" RIGID INSULATION

COLUMN FURRING AT RESTROOM

3" = 1'-0"

e u n e v A h t 0 1 3 5 0 1

J CNANNEL 3/4" RIGID INSULTAION

WATER RESISTIVE WEATHER BARRIER WEATHER BARRIER TAPE TO OVERLAP WEATHER BARRIER 6" MIN.

WATER RESISTIVE WEATHER BARRIER

1 0 1 2 9 A C , o g e i D n a S

1 1 8 3 . 8 3 2 . 9 1 6

WATER RESISTIVE WEATHER BARRIER

INTERIOR

8" R-19 BATT INSULATION

3/8"

12" WIDE POLYETHYLENE VAPOR BARRIER

7/8" EXT. CEM. PLASTER O/ METAL LATH

E CNANNEL ANCHOR

3/4" RIGID INSULTAION 8" x 18 GA. STUDS @ 16" O.C. 4"

GYPSUM BOARD

#C014152

PANEL FASTENER

SEALANT

ARCHI TECT H. DAV RIC

CONTINUOUS EXTRUDED ALUMINUM CENTER PLATE

3 5/8" x 20 GA. STUDS @ 16" O.C.

STEEL BACKING PLATE

METAL INTERLOCKING WALL PANEL "J" TRIM PER MTL. PANEL MFR. RECOMMENDATIONS

3 AT AUGUS T N R E O F CALI FO

3/4" RIGID INSULATION 3/16" x 1 3/4" SCREWS 18" O.C.

1 5/8" x 20 GA. STUDS AND TRACK

EXP I R

WATER RESISTIVE WEATHER BARRIER

1" CLR. TYP.

8" x 18 GA STUDS @ 16" O.C.

1' - 11 3/4"

1" CLR. TYP.

WF BRACED FRAME PER STRUCT. DWGS.

20 1 9

8" x 18 GA. STUDS @ 16" O.C. 1/2" CLR. TYP.

BRACED FRAME/ WIDE FLANGE BEAM PER STRUCT. DWGS.

CLASSROOM

B Y

3/4" EXT. GRADE SHEATHING PER STR. DWGS.

3/4" RIGID INSULTAION EXTERIOR

m o c . e r u t c e t i h c r a y v a d . w w w

11"

5/8" TYPE "X" GYP. BD. 1/2" CLR. TYP.

DATE

TREPSA METEON PANEL

8" x 18 GA. STUDS @ 16" O.C. EXT. GRADE SHEATHING PER STR. DWGS.

7/8" EXT. CEM. PLASTER O/ METAL LATH

DATE

R E V I E W E D

EXT. GRADE SHEATHING WHERE OCCURS PER STR. DWGS.

SEALANT / BACKER ROD 3/4" EXT. GRADE SHEATHING PER STR. DWGS.

RESTROOM

CLIP ANCHOR

7/8" EXT. CEM. PLASTER O/ METAL LATH

1 1/8" JT108

PANEL FASTENER

ARCHITECT

1/2" CLR.

HSS 6"x 6", PER STRUCTURAL PLANS

1/2"

STEEL BACKING PLATE

DSA

3" 1 1/8"

3/8"

FLS : ACS : SSS :

3/8" PANEL DIM. PANEL DIMENSION

3/8"

3 5/8" x 20 GA. STUDS @ 16" O.C., TYP.

WATER RESISTIVE WEATHER BARRIER TRESPA METEON PANEL J CNANNEL HAT CNANNEL PANEL FASTENER JOINT CLOSURE

3/8"

PANEL DIMENSION

2" 3/8"

2" 3/8" 2"

1" CLR.

3/8"

3/4" RIGID INSULATION

OTHER

R-19 FACED-BATT INSULATION

3/8" 1"

OTHER

8" x 18 GA. STUDS @ 16" O.C.

OTHER

3/4" EXT. GRADE SHEATHING PER STR. DWGS.

SITE ADMINISTRATOR

WATER RESISTIVE WEATHER BARRIER

SSS

PANEL FASTENER

DATE

J CNANNEL 3/4" RIGID INSULTAION

APPL: FLS /

CONTINUOUS BEAD OF NON- SKINNING BUTYL TAPE OR SEALANT MTL. PANEL

ASSISTANT DISTRICT ARCHITECT

TREPSA METEON PANEL

R-19 FACED-BATT INSULATION 8" x 18 GA. STUDS @ 16" O.C. EXT. GRADE SHEATHING PER STR. DWGS.

AC DATE

5/8" TYPE "X" GYP. BD.

TRIM FASTENER W/SEALING WASHER OR RIVET AT 12" O.C. MAX.

DATE

CORNER BEAD, TYP.

R-19 FACED-BATT INSULATION 8" x 18 GA. STUDS @ 16" O.C.

DISTRICT ARCHITECT

5/8" TYPE "X" GYP. BD.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

8" x 18 GA STUDS @ 16" O.C.

PANEL DIMENSION

EXTERIOR

EXT. GRADE SHEATHING PER STR. DWGS. 8" R-19 BATT INSULATION

RESTROOM

5/8" TYPE "X" GYP. BD.

J CNANNEL 5/8" TYPE "X" GYP. BD.

1/4".

1 - 1/4" MIN. 3".

GROUND

7/8"

LENGTH

10"

PCS./CTN.

FT./CTN.

240

WT./CTN.

76LBS

CTN./SKID

NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

3/16"x1 3/4" MASONRY ANCHOR 18" O.C. (90H236004) (FIN:SILVER P/S) 3"

4 1/4" 2 1/4"

DUROFLEX GASKET FACTORY INSTALLED (12V030000) CONTINUOUS EXTRUDED ALUMINUM CENTER PLATE (12A066001)

2 1/2" x 20 GA. STUDS @16" O.C.

WF BRACED FRAME PER STRUCT. DWGS.

1" CLR. TYP.

ALL DIMENSIONS NOMINAL

12" WIDE POLYETHYLENE VAPOR BARRIER (12V134000) CONTINUOUS EXTRUDED ALUMINUM ANCHOR CLIP (90A003000)

1 1/2" = 1'-0"

PHENOLIC HORIZONTAL MID PANEL CSI No.07 54 19

3" = 1'-0"

5/8" TYPE "X" GYP. BD.

R-19 FACED-BATT INSULATION

8" x 18 GA. STUDS @ 16" O.C.

3/4" EXT. GRADE SHEATHING PER STR. DWGS.

CHANNEL ANCHOR

STEEL BACKING PLATE

NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

7/8" EXT. CEM. PLASTER O/ METAL LATH 3/4" RIGID INSULTAION WATER RESISTIVE WEATHER BARRIER EXT. GRADE SHEATHING PER STR. DWGS. R-19 FACED-BATT INSULATION

3/16" x 1 3/4" SCREWS 18" O.C.

8" x 18 GA. STUDS @ 16" O.C. 5/8" TYPE "X" GYP. BD.

CONTINUOUS EXTRUDED ALUMINUM CENTER PLATE

3/4" RIGID INSULTAION

4" x 20 GA STUDS @ 16" O.C.

WATER RESISTIVE WEATHER BARRIER

3/4" RIGID INSULTAION

SOLID PHENOLIC PANELS

3/8"

PREPARED FOR THE

3/8"

12" WIDE POLYETHYLENE VAPOR BARRIER

1" CLR. TYP.

2" 3/8" 2"

WATER RESISTIVE WEATHER BARRIER

J CHANNEL TRESPA METEON PANEL HAT CHANNEL

PANEL FASTENER

PLAN VIEW

PANEL DIMENSION

3/8"

PANEL FASTENER

PANEL DIMENSION VERTICAL MID PANEL

DOUBLE V CONTROL JOINT CSI No.09.22.36

1/2" = 1'-0"

COLUMN AND BRACE FURRING AT ELEMENTARY

CSI No.07 00 00

1 1/2" = 1'-0"

EXPANSION JOINT STUCCO CORNER

CSI No.07 00 00

1 1/2" = 1'-0"

PHENOLIC VERTICAL PANEL JOINT 2 CSI No.07 54 19

3" = 1'-0"

PANEL DIMENSION

BB.0

7/8" EXT. CEM. PLASTER O/ METAL LATH

CLASS ROOM

5/8" TYPE "X" GYP. BD.

3/4" RIGID INSULTAION

R-19 FACED-BATT INSULATION

EXTERIOR WALL PER PLAN

8" x 18 GA. STUDS @ 16" O.C. 3/4" EXT. GRADE SHEATHING PER STR. DWGS.

R-19 FACED-BATT INSULATION

1" CLR. TYP.

BACKING PER 20/A501

8" x 18 GA. STUDS @ 16" O.C. COLUMN U.N.O. PER STRUCTURAL PLAN

STAINLESS STEEL SCREWS & FINISHING WASHERS PER MANF.

WATER RESISTIVE WEATHER BARRIER

PLAN VIEW

3/4" RIGID INSULTAION WEATHER BARRIER TAPE TO OVERLAP WEATHER BARRIER 6" MIN.

3/16" x 1 3/4" SCREWS 18" O.C.

B4 METAL INTERLOCKING WALL PANEL

2' - 0" 12" WIDE POLYETHYLENE VAPOR BARRIER

3" = 1'-0"

CSI No.07 00 00

1/8" REVEAL

8" x 18 GA. STUDS @ 16" O.C. R-19 FACED-BATT INSULATION 5/8" TYPE "X" GYP. BD.

1 1/2" = 1'-0"

EXPANSION JOINT STUCCO FLUSH CSI No.07 00 00

3" = 1'-0"

DESCRIPTION DSA SUBMITTAL

"J" CASING

WATER RESISTIVE WEATHER BARRIER 3/4" RIGID INSULTAION EXT. GRADE SHEATHING PER STR. DWGS.

COLUMN AND BRACE FURRING AT ELEMENTARY

CSI No.07 54 19

MECHANICAL FASTENER PER WALL PANEL MFR.

COLUMN U.N.O. PER STRUCTURAL PLAN 7/8" EXT. CEM. PLASTER O/ METAL LATH

WALL MOUNTED HANGSAFE HOOKS 20

PHENOLIC VERTICAL PANEL JOINT

COLUMN U.N.O. PER STRUCTURAL PLAN

RACK PER MANF.

ELEC. ROOM

JOINT CLOSURE PANEL DIMENSION

NO. DATE A 07/23/2018

WATER RESISTIVE WEATHER BARRIER

HOOK PER MANF.

3/8"

REVISIONS

5/8" TYPE "X" GYP. BD.

EXTERIOR

1 1/2" = 1'-0"

PROJECT NO.

GROUND

CONTINUOUS EXTRUDED ALUMINUM COVER PLATE (12A067001)

DIAGONAL HSS PER STRUCT. DWGS.

CSI No.07 54 19

1 1/2" = 1'-0"

R.S.

A.P.

FILE NAME CC DRAWN CHECKED MG

METAL CORNER PANEL

METAL PANEL @ EXT. CORNER

MAINTENANCE AND OPERATIONS CENTER

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

1 1/2" = 1'-0"

ARCHITECTURAL PROGRAM

CSI No.07 00 00

NEW BUILDINGS & RECONSTRUCTION

NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

1 1/2" = 1'-0"

METAL PANEL STUCCO INSIDE CORNER

EXPANSION JOINT @ ELEMENTARY 4

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

CSI No.07 00 00

TYP. COLUMN FURRING

HORIZONTAL MID PANEL

BOARD OF EDUCATION

COLUMN FURRING AT RESTROOM

PLAN VIEW

EXTERIOR WALL DETAILS

NOTE: SEPARATE DIFFERENT METALS TO AVOID GALVANIC ACTION

SHEET NO.

METAL PANEL @ CORNER CSI No.07 42 13

3" = 1'-0"

A506

DATE

19" MAX.

ASSISTANT DISTRICT ARCHITECT

MIRROR

DATE

18" MIN. MOUNT SEAT COVER DISPENSER SLOT +34" A.F.F., OR 40" A.F.F. TO THE PAPER

GRAB BAR

DISTRICT ARCHITECT

HAND OPERABLE FROM WIDE SIDE, TYP.

CUP DISPENSER

36" MIN. WATER CLOSET

LAVATORY

APPL: FLS /

DSA

SSS

B Y

OTHER

R E V I E W E D

FLS : ACS : SSS : ARCHITECT

16" MIN. 48" MIN. CLR.

30" MIN. CLR.

52" MIN. CLR. IF BOTH FOUNTAINS ARE ACCESSIBLE

#C014152

EXP I R

FOUNTAINS TO BE PLACED COMPLETELY WITHIN AN ALCOVE OR A PROTECTIVE WING WALL 4 7/8" X 3'-0" HEIGHT MIN. REFER TO PLANS A105A, A106A & 107C.

25 TO 27 INCHES

DISPENSER HEIGHT

14 INCHES

14 TO 17 INCHES

17 TO 19 INCHES

36 INCHES

40 INCHES

44 INCHES

3' - 4" MAX.

3'-0" MAX.

MIRROR

KNEE CLEARANCE

22 INCHES

24 INCHES

29 INCHES

TOP HEIGHT

24 INCHES

31 INCHES

34 INCHES

6" MAX.

18 19 " MI " M N. AX .

BUBBLER

5" MA X.

" 16 . N MI

INSULATE WASTE & WATER SUPPLY PIPES WHERE OCCURS, NO SHARP OR ABRASIVE EDGES OR SURFACES @ UNDERSIDE

LAVATORY

ACCESSIBLE FOUNTAIN

31 /2" MA X.

SECTION

LOW (MINIMUM)

ADA CLEARANCE SINK CHILD AND ADULT 3/4" = 1'-0"

20 INCHES

18 INCHES

NOTE: 1. IF BOTTOM EDGE OF WALL- MOUNTED ITEMS IS >27" A.F.F., THEN PROJECTION FROM WALL MUST BE 4" MAX. 2. SEE SUGGESTED DIMENSIONS TABLE FOR CHILDREN USE FOR CORRECT AGES.

16 INCHES

ACCESSIBLE HEIGHTS DIMENSIONS CSI No.01 00 00

N.T.S.

TOILET FIXTURE MOUNTING HEIGHTS KINDERGARTEN (AGES 5-8)

STANDARD HEIGHT FOUNTAIN

FACE OF FINISH

RECESSED/SEMI-RECESSED TOILET PAPER DISPENSER

WATER CLOSET

36 INCHES

NOTE: REFER TO SHEET P002 FOR ADDITIONAL INFORMATION.

9" MIN.

9" MIN. 12" MIN.

SUGGESTED DIMENSIONS FOR CHILDREN'S USE AGES 9 TROUGH 12

25" MAX.

7" MIN.

15" MAX.

AGES 5 THROUGH 8

20" MIN.

1 1/2" 14" MIN.

SUGGESTED REACH RANGES FOR CHILDREN, WHERE BUILDING ELEMENTS SUCH AS COAT HOOKS, LOCKERS OR OPERABLE PARTS ARE DESIGNED PER TABLE 11 B 308.4

17" MAX.

FINISH FLOOR

32 INCHES

CSI No.01 00 00

1/2" = 1'-0"

E. NC RA EA L .C IN "M 48

18" M ALC IN. OV E

ACCESSIBLE DRINKING FOUNTAIN ALCOVE CSI No.01 00 00

3/4" = 1'-0"

REVISIONS NO. DATE A 07/23/2018

DECK MOUNTED SOAP DISPENSER

HAND OPERABLE FROM WIDE SIDE, TYP.

PAPER TOWEL DISPENSER

3'-0" MAX.

18" MAX. WATER CLOSET

3' - 4" MAX.

9" MIN.

9" MIN. 15" MIN.

MAX.

3' - 4" MAX.

25" MIN.

27" MAX.

7" MIN.

1' - 5"

15" MAX

17" MIN.

48" MAX.

48" MAX. 15" MAX.

FINISH FLOOR

19" MAX.

1 1/2"

MAX. GRAB BAR

2' - 7"

54" MIN.

1' - 9"

1' - 0"

3' - 4" MAX.

1 1/2"

(FROM F.F. TO REFLECTIVE SURFACE) FOR MIRRORS ABOVE SINKS

3' - 0"

12" MIN. TOE CLEARANCE TOILET PARTITIONS AT MULTI-USE R/R

MIRROR

RECESSED/SEMI-RECESSED TOILET PAPER DISPENSER MIRROR

LAVATORY

INSULATE WASTE & WATER SUPPLY PIPES WHERE OCCURS, NO SHARP OR ABRASIVE EDGES OR SURFACES @ UNDERSIDE

DESCRIPTION DSA SUBMITTAL

PROJECT NO. R.S.

GENERAL NOTES: 1. PROVIDE MOUNTING OF ACCESSIBLE CONTROLS AND OPERATING MECHANISMS PER CBC 11B-308 2. INSTALL ACCESSIBLE ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS PER CBC 11B-308.1.1

ACCESSIBLE CONTROLS AND OPERATING SYSTEMS MOUNTING HEIGHTS CSI No.01 00 00

3/4" = 1'-0"

NOTE: 1. IF BOTTOM EDGE OF WALL- MOUNTED ITEMS IS >27" A.F.F., THEN PROJECTION FROM WALL MUST BE 4" MAX. 2. SEE SUGGESTED DIMENSIONS TABLE FOR CHILDREN USE FOR CORRECT AGES.

MAINTENANCE AND OPERATIONS CENTER

20 TO 25 INCHES

30 INCHES

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

18 TO 20 INCHES

BUBBLER HEIGHT

ARCHITECTURAL PROGRAM

GRAB BAR HEIGHT

MAX. GRAB BAR

ADULT

NEW BUILDINGS & RECONSTRUCTION

15 TO 17 INCHES

54" MIN.

AGES 7 THROUGH 12

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

12 TO 15 INCHES

1' - 0"

KINDERGARTEN (AGES 5 AND 6)

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

11 TO 12 INCHES

1 1/2"

BOARD OF EDUCATION

TOILET SEAT HEIGHT

PAPER TOWEL DISPENSER 3' - 0"

1/2" = 1'-0"

38"-43" MAX. FOR STANDING PERSON

15 TO 18 INCHES

DECK MOUNTED SOAP DISPENSER

12" MIN. TOE CLEARANCE TOILET PARTITIONS AT MULTI-USE R/R

12 TO 15 INCHES

HIGH (MAXIMUM)

CSI No.01 00 00

SUGGESTED DIMENSIONS FOR CHILDREN'S AND ADULT USE

HAND OPERABLE FROM WIDE SIDE, TYP.

AGES 9 TROUGH 12

12 INCHES

AGES 3 AND 4

ACCESSIBLE FOUNTAIN

AGES 5 THROUGH 8

FORWARD OR SIDE REACH

1/2" = 1'-0"

ACCESSIBILITY STANDARD DETAILS

CSI No.01 00 00

PREPARED FOR THE

ALCOVE AND ACCESSIBLE CLEARANCE AT DRINKING FOUNTAINS

36" A.F.F. TO SPOUT FOR ADULTS

N.T.S.

MIRROR

AGES 3 AND 4 WATER CLOSET CENTER LINE

17" MIN.

10" MAX.

SITE ADMINISTRATOR

38" MIN.-43" MAX. FOR STANDING PERSON

36" MAX. A.F.F TO

32" MIN. ALCOVE

40" MAX.

TO HANDLE 12" MIN. TOE CLEARANCE TOILET PARTITIONS AT MULTI-USE R/R

2' - 8"

15" MIN.

30" MAX. A.F.F. TO SPOUT

CSI No.01 00 00

1' - 3"

CHILD: 32" MAX.

15.00Â° MAX.

18" MIN. 19" MAX.

TOILET FIXTURE MOUNTING HEIGHTS PRE SCHOOL (AGES 3-4)

SUGGESTED DIMENSIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12

(REFLECTIVE SURFACE TO F.F.)

40" MAX.

(REFLECTIVE SURFACE TO F.F.)

34" MAX.

CHILD: 31 MAX.

9" MIN. 29" MIN. @ APRON CHILD: 19-24 MIN.

5" MAX.

24" MIN.

ACCESSIBLE SINGLE USER TOILET COMP.

3' - 4" MAX.

6" MAX.

CSI No.01 00 00

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

3 1/2" MAX.

INSULATE WASTE & WATER SUPPLY PIPES WHERE OCCURS, NO SHARP OR ABRASIVE EDGES OR SURFACES @ UNDERSIDE

MAX.

1" = 1'-0"

EQUIPMENT PERMITTED IN SHADED AREA

8" MIN.

2' - 0"

RECESSED/SEMI-RECESSED TOILET PAPER DISPENSER

1 0 1 2 9 A C , o g e i D n a S

NOTE: 1. IF BOTTOM EDGE OF WALL- MOUNTED ITEMS IS >27" A.F.F., THEN PROJECTION FROM WALL MUST BE 4" MAX. 2. SEE SUGGESTED DIMENSIONS TABLE FOR CHILDREN USE FOR CORRECT AGES.

17" MIN.

AREA NOT HATCHED BELOW SINK SHALL BE ACCESSIBLE AND CLEAR.

e u n e v A h t 0 1 3 5 0 1

ALCOVE OR A PROTECTIVE WING WALL 4 7/8" X 3'-0" HEIGHT MIN. REFER TO PLANS A105A, A106A & 107C.

SINGLE ACCOMODATION TOILET FACILITIES SEE CBC SECTION 11B-213, 11B-603, 11B-604

WATER SUPPLY AND DRAIN PIPES UNDERS ACS. LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

PLAN

3 AT AUGUS T N R E O F CALI FO

9" MIN. 3'-0" MAX.

TABLE 11 B- 604.9 SUGGESTED DIMENSIONS FOR CHILDREN USE

18" MIN.

1/2" = 1'-0"

ARCHI TECT H. DAV RIC

7" MIN. 1' - 0"

PAPER TOWEL DISPENSER

9" MIN.

FINISH FLOOR

2' - 6" MAX.

2' - 8" MAX.

1' - 2"

1' - 8"

60 "

DI A.

1 1/2"

GRAB BAR

(FROM F.F. TO REFLECTIVE SURFACE) FOR MIRRORS ABOVE SINKS

MI N. CL R.

54" MIN.

MAX.

2' - 7"

1'-5" 1'-11" 2'-3"

1' - 0"

1' - 9"

2'-0" 2'-6" 2'-10" MAX.

CSI No.01 00 00

1 1/2"

3' - 4" MAX.

ACCESSIBLE SINK CLEARANCES

30" X 48" REQUIRED CLEAR SPACE

34" MAX.

F.O.F. 56" MIN. CLR

48" MIN. CLR

24" MIN.

3' - 0"

11" MIN. 12" MAX.

DECK MOUNTED SOAP DISPENSER

(FROM F.F. TO REFLECTIVE SURFACE) FOR MIRRORS ABOVE SINKS

3-8 9-12 ADULT

CSI No.01 00 00

1' - 0 1/4"

HAND OPERABLE FROM WIDE SIDE, TYP.

18" MIN. CLR.

HEIGHT

AGE GROUP

ACCESSIBLE CLEARANCE AT DRINKING FOUNTAIN

MIRROR

60" MIN. CLR

SINK HEIGHT

SEE INT. ELEV.

48" MIN.

PERMITTED DOOR SWING SPACE

FINISH FLOOR

FOR EXACT REPRESENTATION

1/2" = 1'-0"

ALCOVE

18" MIN.

F.O.F.

12" MAX.

56" MIN. @ WALL MOUNTED WATER CLOSET

59" MIN. @ FLOOR MOUNTED WATER CLOSET

B 4"

CSI No.01 00 00

11"

27" MIN.

MIN.

HATCHED AREA BELOW COUNTER & UNDER SINK MUST BE AN ACCESSIBLE AREA FREE & CLEAR OF ANY OBSTRUCTIONS INCLUDING PLUMBING

MIN.

TOILET FIXTURE MOUNTING HEIGHTS (ADULTS)

NOTE: HEIGHTS SHOWN ARE TYPICAL THROUGHOUT UNLESS NOTED OTHERWISE

CLEAR FLOOR SPACE

20 1 9

17" MIN18" MAX.

BASE MODULAR CABINET WITH PLASTIC LAMINATED SURFACE

REMOVABLE FRONT P. LAM. PANEL ALL FACES AND EDGES ON 1-1/2" X 3/16" BENT ANGLE ATTACH WITH CARRIAGE BOLTS THROUGH ADJACENT BASE CABINETS EASE BOTTOM EDGE OF PANEL.

6" MAX.

48" MIN. CLR.

NOTE: REFER TO 2 & 3/A519 AND PLUMBING FOR ADDITIONAL INFORMATION.

FLUSH ACTIVATOR ON WIDE SIDE

SINK WHERE OCCURS

TO RIM OF THE SINK PER 11B-606.3

1/2" = 1'-0"

LAVATORY

CSI No.01 00 00

INSULATE WASTE & WATER SUPPLY PIPES WHERE OCCURS, NO SHARP OR ABRASIVE EDGES OR SURFACES @ UNDERSIDE

AC DATE

TOILET ACCESSORIES MOUNTING HEIGHTS FOR ADULTS

URINAL

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

WATER CLOSET

2' - 0"

40" MAX.

RECESSED/SEMI-RECESSED TOILET PAPER DISPENSER

NOTE: IF BOTTOM EDGE OF WALL-MOUNTED ITEMS IS >27"A.F.F., THEN PROJECTION FROM WALL MUST BE 4" MAX.

18" MIN.

4" MAX PROJECTION FROM WALL IN CLOSED POSITION

MIN.

3'-0" MAX.

SPOUT FOR ADULTS

9" MIN.

13 1/2". 17"-18"

6" MAX. 11" MIN.

30" MIN. CLR.

18" MAX.

34" MAX.

29" MIN.

27" MIN.

40" MAX.

(FROM F.F. TO REFLECTIVE SURFACE) FOR MIRRORS ABOVE SINKS 40" MAX.

17" MAX.

44" MAX.

OPERABLE PARTS

40" MAX. TO TOP OF

33"-36"

8" MIN.

9" MIN.

19" MIN.

FINISH FLOOR

12" MIN.

17" MIN. 19" MAX.

36" MAX.

PARTS

40" MAX. TO TOP OF OPERABLE

5" MAX.

1 1/2" MIN. CLR.

54" MIN.

24" MIN.

30" MAX. A.F.F. AGES 3-12

DRINKING FOUNTAIN

SANITARY NAPKINS

DRYER

PAPER TOWELS

DIAPER CHANGING STATION

WASTE

PAPER TOWEL DISPENSER 12" MAX.

PAPER TOWELS

DECK MOUNTED SOAP DISPENSER

A.P.

FILE NAME CC DRAWN CHECKED MG

TOILET FIXTURE MOUNTING HEIGHT ELEMENTARY (AGES 9-12) CSI No.01 00 00

1/2" = 1'-0"

SHEET NO.

A519

10.71

SIM.

T72

T36

9.9

12 31 30

A517

102 24

A517

26.46

A517

102 402 24 154C 36 36 24 33 31 24 84 24

10.33

402 36

10.16

1/4" = 1'-0"

DATE

B Y

OTHER

e u n e v A h t 0 1 3 5 0 1

9.16

10.16

24 84

STAFF LOUNGE NORTH WALL

1/4" = 1'-0"

DATE

2' - 6" 12.12

1' - 8"

STAFF LOUNGE SOUTH WALL H

HEALTH SOUTH WALL G

NURSE OFFICE EAST F

DSA

1/4" = 1'-0"

SIM.

COMMUNITY OFFICER EAST WALL E

2' - 10" 9.16

9.16

9.16 18

302

3' - 4"

3' - 0" 601

18 36

27 7

22.47 302

12.13

253 18

1/4" = 1'-0"

OPEN

3' - 2"

3' - 0" 253

STORAGE NORTH WALL D

IN1

F.F.

253

24 33

A517

1/4" = 1'-0"

12.25 12.24

26.46

A517

12.26 10.48

102 24

EXAM ROOM SOUTH WALL C

9.9

101 24

9.16

FLS : ACS : SSS :

A517

154C 44 24 24

A517

SIM.

IN1

24 33

ASSISTANT DISTRICT ARCHITECT

222 30 5

2' - 6"

A507

12.13

154C 102 24 32 24 30 24 33

1/4" = 1'-0"

10.71

12.13

COUNSELING STUDENT WORKSTATION CENTER B

9.9

SITE ADMINISTRATOR

12.26

22.47

SSS

12.12

APPL: FLS /

1/4" = 1'-0"

102 9.16

A517

T48

AC DATE

CONFERENCE ROOM NORTH WALL A

434M 24 36 84

12 30

DATE

434M 24 36 84

9.16

R E V I E W E D

2' - 0"

2' - 10"

6' - 0"

12.13

302

12 A517 48

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

301 24

A507

3' - 0"

12.12 12.14

F.F.

1' - 8"

7' - 0"

2' - 10"

12 35

302

7' - 0"

12 24

2' - 6"

12 36

302

1' - 8"

12 24

302

7' - 0"

12 24

302

2' - 10"

1224

302

2' - 6"

T24

302

1' - 8"

A517

302

7' - 0"

10.44

T24

302

DISTRICT ARCHITECT

SIM. 12

1 0 1 2 9 A C , o g e i D n a S

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

CLERICAL DESK EAST WALL J

1/4" = 1'-0"

12.17

T48

RECORDS WEST WALL L

RECORDS EAST WALL K

3' - 0"

3' - 6"

2' - 10"

4' - 0"

3' - 6"

9.16

253

10.16

9.16

RECEPTION COUNTER REAR M

1/4" = 1'-0"

254 24

RECEPTION COUNTER FRONT N

1/4" = 1'-0"

253 18

253 18 30

18 36

PRINCIPAL OFFICE EAST WALL O

1/4" = 1'-0"

10.2

10.1

12.36

439M 48 24 84 NO HINGE DOORS

10.2

10.62

TYP.

12 10.45

10.71

12.13

10.71 302

A517

302 13 30

10.62

A517

13 30

12.12

220 48

9.16

220 24

102

220 24

9.16

102 24

9.16

434 45

254 24

102 24 36

OPEN

222 24

222

222 24

36 13

1/4" = 1'-0"

INTERIOR ELEVATIONS LEGEND CASEWORK MODEL PER NORTH AMERICAN ARCHITECTURAL WOODWORK SERIES CABINET DESIGN SERIES

MODEL SERIES W

D H

STAFF WORK ROOM ISLAND Q 1/4" = 1'-0"

STAFF WORK ROOM WEST WALL R

1. ALL CASEWORK SHALL BE CUSTOM GRADE, STYLE A, FRAMELESS WITH FLUSH OVERLAY AND HIGH PRESSURE DECORATIVE LAMINATE. PLYWOOD COMPONENTS: (HARDWOOD PLYWOOD) HPVA-HP1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REFER TO ELECTRICAL DRAWINGS FOR MOUNTING HEIGHTS AND LOCATIONS OF ELECTRICAL OUTLETS. 3. PROVIDE BACKSPLASH @ ALL COUNTERTOPS IN ALL WET AREAS. 4. ALL CASEWORK REFER TO NORTH AMERICAN ARCHITECTURAL WOODWORK SERIES CABINET DESIGN SERIES.

434

434 24

9.16

24 84

A517

STAFF WORK ROOM EASTWALL T

STAFF WORK ROOM SOUTH WALL S

1/4" = 1'-0"

NOTES

24 33

A517

PRINCIPAL OFFICE NORTH WALL P

2' - 10"

2' - 6"

2' - 10"

F.F.

TYP.

3' - 0"

10.62

7' - 0"

1' - 8"

A2 12.13

1/4" = 1'-0"

KEYPLAN

KEYNOTES 9.9 9.16 10.1 10.2 10.16 10.33 10.44 10.45 10.48 10.62 10.71 12.5 12.12 12.13 12.14 12.16 12.17 12.24 12.25 12.26 12.28 12.36 22.47 26.46

GLAZED WALL TILE, PER SPEC RESILIENT BASE AND ACCESSORIES; REFER TO FINISH SCHEDULE SHEET A802 WALL MOUNTED MARKER BOARD PER DETAIL 13/A507 WALL MOUNTED TACKBOARD ALUMINUM-FRAMED, VINYL COVERED CORK TACK BOARD PER DETAIL 13/A507 SS CORNER GUARD SEMI-RECESSED FIRE EXTINGUISHER CABINET WALL-MOUNTED INTERACTIVE WHITEBOARD O.F.C.I, PER DETAIL 8/A507 FOR INSTALLATION. ELEMENT SHALL NOT PROTRUDE MORE THAN 4” FROM FACE OF WALL FINISH. MAIL SLOTS; 12" WIDE X 6" HIGH PRIVACY CURTAIN PER DETAIL 14/A507 PRINTER; O.F.C.I. ROLLER WINDOW SHADES, SEE DETAIL 1/A509 SOLID SURFACE COUNTERTOP PER DETAIL 13/A517 LOCKABLE UPPER CABINETS [PLASTIC LAMINATE FINISH] PER DETAIL 5/A517 SOLID SURFACE COUNTERTOP & BACKSPLASH ADULT ACCESSIBLE STAINLESS STEEL COUNTER MOUNTED SINK SEE DETAIL 1/A517 & PLUMBING ENLARGED PLANS P301-P305 LIGHT FIXTURE, SEE LIGHTING PLANS SHEETS E-109 - E-115, BRACING PER 3A/E505 ACCESSIBLE COUNTER DRYER PER SPECS VENINDNG MACHINE O.F.C.I. REFRIGERATOR O.F.C.I. STANDING HEIGHT WORKSTATIONS WORK ISLAND WITH SOLID SURFACE COUNTERTOP S.S. TWO COMPARTMENT SINK, SEE PLUMBING PLANS SHEETS P101-P105 EMERGENCY AND EXIT LIGHTING

REVISIONS NO. DATE A 07/23/2018

C A

DESCRIPTION DSA SUBMITTAL

PROJECT NO. R.S.

E 0'

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

16'

MAINTENANCE AND OPERATIONS CENTER

601 24

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

254 9.16

24 33

3' - 2"

7' - 0"

102 24 36

KNEE CLEARANCE

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

BOARD OF EDUCATION

222 24

PREPARED FOR THE

291 24 5 OPEN

INTERIOR ELEVATIONS - ADMINISTRATION (A)

222 24

291 24 5 OPEN

KNEE CLEARANCE

222 36

SIM.

2' - 10"

F.F.

EXP I R

A517

2' - 10"

1' - 8"

2' - 6"

E 12.13

ARCHITECT

12.28

3 AT AUGUS T N R E O F CALI FO

12.5

ARCHITECTURAL PROGRAM

NEW BUILDINGS & RECONSTRUCTION

10.2

#C014152

302

12.17 302

ARCHI TECT H. DAV RIC

20 1 9

302

5 A517

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A600

10.71

302

10.71

302 12 36

10.71

102 T72

5.16

9.16

T72

5.16

T36

T72

5.16

102 24 30

T72

101 24 14

154C 24 30 24 14 2

9.16

T60

10.32

T24

5.16

9.16

T24

9.16

T24

10.44

5.16

B Y

OTHER

DSA

SSS

2' - 0"

F.F.

e u n e v A h t 0 1 3 5 0 1

7' - 2"

B3 2' - 2"

10.71

3' - 0"

302

FLS : ACS : SSS :

5 A517

APPL: FLS /

23.12

AC DATE

23.12

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES

10.71

DATE

DATE ASSISTANT DISTRICT ARCHITECT

10.71

SITE ADMINISTRATOR

WEST

R E V I E W E D

10.71

SOUTH

DATE

EAST

DISTRICT ARCHITECT

NORTH

1 0 1 2 9 A C , o g e i D n a S

1 1 8 3 . 8 3 2 . 9 1 6

m o c . e r u t c e t i h c r a y v a d . w w w

5.16

A517

D100 - KINDERGARTEN CLASSROOM ENTRY WALL C

D100 - KINDERGARTEN CLASSROOM TEACHING WALL D

1/4" = 1'-0"

ARCHI TECT H. DAV RIC E

EXP I R

5 A517

12 36

T36

5.16

T72

5.16

T72

9.16

5.16

3' - 2 1/8"

2' - 0"

F.F. 5.16

12 30 36

2' - 0"

10.44

5.16

9.16

T96

T72

5.16

10.33

T72

T60

154C 30 24 14

9.16

101 14 2

102 24 30

T48

A517

D106 - KINDERGARTEN CLASSROOM WINDOW WALL E 1/4" = 1'-0"

INTERIOR ELEVATIONS LEGEND

D106 - KINDERGARTEN CLASSROOM TEACHING WALL F 1/4" = 1'-0"

NOTES

D106 - KINDERGARTEN CLASSROOM ENTRY WALL G 1/4" = 1'-0"

CASEWORK MODEL PER NORTH AMERICAN ARCHITECTURAL WOODWORK SERIES CABINET DESIGN SERIES

MODEL SERIES W

D H

9.16 10.32 10.33 10.44 10.71 23.12

1/4" = 1'-0"

KEYPLAN

KEYNOTES 5.16

D106 - KINDERGARTEN CLASSROOM REAR WALL H

REVISIONS NO. DATE A 07/23/2018

BACKING PLATE/ANCHORAGE PROVIDED FOR FUTURE TALL & LOWER CASEWORK PER DETAILS 6 & 12/A517 RESILIENT BASE AND ACCESSORIES; REFER TO FINISH SCHEDULE SHEET A802 RECESSED FIRE EXTINGUISHER CABINET SEMI-RECESSED FIRE EXTINGUISHER CABINET WALL-MOUNTED INTERACTIVE WHITEBOARD O.F.C.I, PER DETAIL 8/A507 FOR INSTALLATION. ELEMENT SHALL NOT PROTRUDE MORE THAN 4” FROM FACE OF WALL FINISH. ROLLER WINDOW SHADES, SEE DETAIL 1/A509 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT, SEE MECHANICAL

C A

DESCRIPTION DSA SUBMITTAL

3510 NEWTON AVENUE, SAN DIEGO, CA 92113

12 36

10.71

302

SDUSD : EMERSON - BANDINI ELEMENTARY SCHOOL

302

PREPARED FOR THE

302

10.71

INTERIOR ELEVATIONS - KINDERGARTEN (D)

10.71

MAINTENANCE AND OPERATIONS CENTER

23.12

ARCHITECTURAL PROGRAM

23.12

SAN DIEGO UNIFIED SCHOOL DISTRICT SAN DIEGO, CALIFORNIA

23.12

BOARD OF EDUCATION

23.12

T72

10.71

9.16

NEW BUILDINGS & RECONSTRUCTION

10.71

#C014152

20 1 9

ARCHITECT

1/4" = 1'-0"

3 AT AUGUS T N R E O F CALI FO

1/4" = 1'-0"

D100 - KINDERGARTEN CLASSROOM REAR WALL B

D100 - KINDERGARTEN CLASSROOM WINDOW WALL A

PROJECT NO. R.S.

E 0'

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

16'

A.P.

FILE NAME CC DRAWN CHECKED MG SHEET NO.

A606

2' - 9"

13' - 9 3/4"

45' - 2 7/8"

10' - 6 3/4"

A1 3

A3.1

4' - 0 1/2" 2' - 9 1/8"

13' - 6 1/8"

BATHROOM

46 SF 7'-6" CLG HGT

A3.2

22' - 7 5/8"

MEZZANINE

4 37

277 SF 17

5' - 1"

A9.2

12' - 3 3/4"

1 16

3' - 6 1/4"

12' - 0"

A2.1

GROUND FLOOR PLAN 1

SECOND FLOOR PLAN 2

1/4" = 1'-0"

WINDOW SCHEDULE DIMENSIONS WIDTH HEIGHT

WINDOW TYPE A

4' - 0"

2' - 7 3/4"

1' - 6"

GLASS

FLOOR PLAN NOTES

TYPE

ENERGY STAR APPR, LOW-E, ARGON FILLED ENERGY STAR APPR, LOW-E, ARGON FILLED

SLIDER

REMARKS 5/8" WH COLONIAL GRID STYLE

AWNING

DOOR SCHEDULE DIMENSIONS WIDTH HEIGHT

DOOR TYPE

THICKNESS

1 2

3' - 0" 3' - 0"

6' - 8" 6' - 8"

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

12' - 0"

0' - 0 1/2"

DOOR TYPE

ROOM NAME

MATERIAL WOOD STUD

BATHROOM REC. ROOM MEZZANINE

CONCRETE SEALANT GYP. BOARD CONCRETE CARPET GYP. BOARD WOOD WOOD SHEATHING WOOD STUD JOISTS

2x6 WOOD FRAMED WALL

17 18

29 36 37

WOOD FLOOR SHEATHING CAR LIFT GUTTER 12' WIDE ROLL-UP DOOR, SEE DOOR SCHEDULE LINE OF ROOF ABOVE 16"x16" POST W/ STUCCO FINISH TO MATCH EXISTING HOUSE 30"X30"X12" WALL HUNG CABINET WITH ADJUSTABLE SHELVES +36" HANDRAIL-1-1/2" WIDE AIR COMPRESSOR 9' RAILING ON WHEELS

APPROVAL BY :

ISSUE NO.

DATE

DESCRIPTION

FINISH MATERIALS

WALLS

CONCRETE SEALANT

1 10 14 16

2x6 EXPOSED WOOD FRAMED WALL W/ 6" CONCRETE CURB

REMARKS

SOLID WOOD HOLLOW WOOD CORE ROLL-UP

WORKSHOP

KEYNOTES

WALL LEGEND

FINISH SCHEDULE FLOORS MATERIAL FINISH

1. TYVEK OR EQUIVALENT HOUSE WRAP, WITH ALL SEAMS TAPED ACCORDING TO MANUFACTURES INSTRUCTIONS, SHALL BE INSTALLED. 2. BATT INSULATION (FACED TYPE). 3. EXTERIOR WALLS SHALL HAVE AN APPLIED WATER OR DAMPROOFING MEMBRANE OR COATING TO ELIMINATING THE INFILTRATION OF MOISTURE AND WATER. 4. WOOD SILLS SHALL BE INDUSTRY STANDARD ACQ 9ALKALINE COPPER QUARTERNARY) PRESERVATIVETREATED WOOD. NOT CCA (CHOMATED COPPER ARSENATE) PRESSURE-TREATED LUMBER. TIE-DOWN FASTNERS NEED TO BE DOUBLE-DIPPED GALVANIZED STEEL OR ACQ RESISTANT METAL AND SIZED ACCORDINGLY.

1/4" = 1'-0"

3430 LIVE OAK CREEK CIRCLE FALLBROOK, CA 92028

A3.2

A3.1

PATRIOTS HONOR

13' - 8 5/8"

3' - 2 5/8" A

14' - 6 7/8"

7' - 7 3/4"

4' - 4"

15' - 0 1/8"

5' - 0"

5' - 9"

2 185 SF 7'-5 3/4" CLG HGT

5' - 9"

A2.1

22' - 7 5/8"

REC. ROOM

3' - 2 5/8"

5' - 0"

1' - 3"

26' - 2 3/4"

12' - 10 1/2" A2.1

4' - 0 3/4"

A3.1

A9.1

A2.1

G 7' - 3"

2' - 4 7/8"

7' - 7 3/4"

H 2

6' - 6"

A2.1

40' - 0"

3 E

40' - 0"

18' - 8 3/8"

1 960 SF EXPOSE TO STRUCTURE ABOVE

#C014152

S 3 AT AUGUST N R E O F CALI FO

1 A4.1

COVERED PATIO 18

WORKSHOP

IT ARCH ECT C H. DAV RI

A1 9 A9.4

E EXPI R T S

13' - 9 3/4"

12' - 10 1/4"

17' - 4 3/8"

2' - 4 5/8"

m o c . e r u t c e t i h c r a y v a d . w w w

18' - 7"

6' - 0 1/2"

1 1 8 3 . 8 3 2 . 9 1 6

6' - 0 3/8"

1 0 1 2 9 A C , o g e i D n a S

12' - 10 1/4"

6' - 0 5/8" A

A3.1

e u n e v A h t 0 1 3 5 0 1

18' - 7" 7' - 6 1/2"

20 1 9

A2.1

A3.1

45' - 2 7/8"

TORRES WORKSHOP

A2.1

CT-01

CERAMIC TILE - TBD 9"X10" HEXAGON-SHAPED COLOR - TBD

P-01

WALL PAINT BEHR INTERIOR COLOR - TBD

P-02

CEILING PAINT BEHR INTERIOR COLOR - TBD

CEILING FINISH

NA CT-01 P-01/AWP NA

MATERIAL EXPOSED TO STRUCTURE ABOVE GYP. BOARD ACT EXPOSED TO STRUCTURE ABOVE

FINISH NA P-02 NA NA

NEW WORK FLOOR PLANS

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

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

16'

A1.1

A3.1

2 A3.1

ROOF RIDGE LINE 24' - 2 25/32" e u n e v A h t 0 1 3 5 0 1

1 0 1 2 9 A C , o g e i D n a S

3:12

MEZZANINE 8' - 6"

3:12

COVERED PATIO

E E EXPI R T S

#C014152

S 3 AT AUGUST N R E O F CALI FO

15 A9.4

IT ARCH ECT C H. DAV RI

T.O. WALL 15' - 2"

20 1 9

6:12

m o c . e r u t c e t i h c r a y v a d . w w w

6:12

1 1 8 3 . 8 3 2 . 9 1 6

3 A3.1

27 38 38

10' - 6 3/4"

41 GROUND FLOOR 0' - 0"

SOUTH ELEVATION 1

EAST ELEVATION 2

1/4" = 1'-0"

1 A3.1

A2 19

A3.1

19 6

3 A3.1

ROOF RIDGE LINE 24' - 2 25/32"

19 12

1/4" = 1'-0"

PATRIOTS HONOR

T.O. WALL 15' - 2"

15 12

6 12

MEZZANINE 8' - 6"

3 12' - 0"

6' - 11"

36 COVERED PATIO

18 41 GROUND FLOOR 0' - 0"

NORTH ELEVATION 3

WEST ELEVATION 4

1/4" = 1'-0"

FIRE CONSTRUCTION NOTES

ELEVATION NOTES

1. THE PROFILE OF ROOF COVERINGS THAT EXPOSE THE ROOF DECKING SHALL BE FIRE STOPPED W/ MOTAR.

1. STUCCO SHALL HAVE HEAVYLACE FINISH, BULL NOSE ALL EXTERIOR CORNERS. COLOR SELECTED TO MATCH EXISTING HOUSE. ALL WORK SHALL COMPLY WITH CHAPTER 25 OF THE 2016 CBC.

6 7

3. EAVE CONSTRUCTION TO MATCH DETAIL 1/A9.5.

2. PROVIDE MINIMUM 0.019" CORROSION-RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2".

15 16

4. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS WITH DOORS SHALL BE DUAL-GLAZED UNITS WITH A MINIMUM OF ONE TEMPERED PANE OR SHALL BE GLASS BLOCK UNITS OR SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES. GLAZING FRAMES MADE OF VINYL SHALL HAVE WELDED CORNERS AND METAL REINFORCEMENT IN THE INTERLOCKING AREA.

3. THE SCREED SHALL BE PLACED A MINMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS AND SHALL OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.

2. GUTTERS AND DOWNSPOUTS SHALL BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL, AND BE SCREENED W/ 18" MAX CORROSION-RESISTANT WIRE MESH.

5. EXTERIOR DOORS SHALL BE OF APPROVED NON-COMBUSTIBLE CONSTRUCTION OR OF SOLID-CORE WOOD NOT LESS THAN 1 3/8" THICK, OR 20 MINUTE FIRE RATED.

3430 LIVE OAK CREEK CIRCLE FALLBROOK, CA 92028

TORRES WORKSHOP

6:12

KEYNOTES STUCCO; TO MATCH EXISTING HOUSE CLAY ROOF TILES; TO MATCH EXISTING HOUSE DOWNSPOUT 12' WIDE ROLL-UP DOOR, SEE DOOR SCHEDULE 16"x16" POST W/ STUCCO FINISH TO MATCH EXISTING HOUSE 24"x25" SOLATUBE, SEE DETAILS 11 & 12/D1.3 OUTDOOR LIGHTING TO BE MOTION SENSORED AIR COMPRESSOR 6'x 6' POST 125V RECEPTICAL W/ GFI CIRCUIT W/ WATER RESISTANT HOUSING

4. THE WEATHER-RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE, AND THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE SCREED.

27 36 38 41

6. PROJECTIONS SUCH AS DECKS, CARPORTS, BALCONIES, PATIO COVERS, TRELLISES, ETC, SHALL BE OF NON-COMBUSTIBLE MATERIAL OR ONE-HOUR FIRE-RESISTIVE MATERIAL OR APPROVED EXTERIOR FIRE-RETARDANT TREATED WOOD OR MODIFIED HEAVY-TIMBER CONSTRUCTION.

APPROVAL BY :

ISSUE NO.

DATE

DESCRIPTION

7. PAPER FACED INSULATION IS NOT PERMITTED IN ATTICS OR OTHER VENTILATED SPACES. 8. ANY PORTION OF A FENCE OR OTHE STRUCTURE WITHIN 5'-0" OF THE BUILDING SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL OR APPROVED EXTERIOR FIRE-RETARDANT WOOD OR MATERIAL THAT MEETS THE SAME FIRE-RESISTIVE STANDARDS AS THE EXTERIOR WALLS OR THE BUILDING.

NEW WORK EXTERIOR ELEVATIONS

9. SKYLIGHTS SHALL BE TEMPERED GLASS OR A CLASS "A" RATED ASSEMBLY. 10. ALL VENTS (ROOF, FOUNDATION, COMBUSTION AIRE, ETC) MUST BE LOUVERED AND COVERED W/ 1/8" NONCOMBUSTABLE, CORROSION-RESISTANT METAL MESH.

SCALE : 1'-0" = 1/4" ALL IDEAS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF ERIC DAVY ARCHITECTS, APC AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ERIC DAVY ARCHITECTS APC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.

16'

A2.1

INT. CORNER PARTITION 13

WINDOW JAMB @ PLASTER 9

3" = 1'-0"

5/8" GYPSUM BOARD PLYWOOD SHEATHING PER STRUCT.

CONCRETE HARDSCAPE PER PLAN, SLOPE AWAY FROM BUILDING AT 1% MAX.

HEADER METAL CASING BEAD

DOOR PER SCHEDULE

EXPANSION JOINT FILLER

INDICATES THRESHOLD @ SILL

CONCRETE FLOOR SLAB PER PLAN

DOOR JAMB @ PLASTER 5

LD FIE Y RIF

'J' MOLD

JAMB PER STRUCTURAL

1" MIN. PER DETAIL

3/4"

2" X 6" PAINTED TRIM, SLOPED TOP

STEEL ANGLE DOOR GUIDE - VERIFY w/MANUFACTURER

(NOTE: DETAIL SHOWS ONE SIDE ONLY)

STEEL SLAT ROLL-UP DOOR

ROLL-UP DOOR JAMB 6

DOOR THRESHOLD PAN 2

3" = 1'-0"

N.T.S.

5/8" TYPE 'X" GYP. BD ROLL-UP DOOR DRUM W/HOOD 5/8" TYPE "X" GYPSUM BOARD WALL PER PLAN & SCHEDULE

"J" MOLD WALL PER PLAN 7/8" EXTERIOR CEMENT PLASTER

4 x HEADER INT. 1/2"

HEADER PER STRUCTURAL

5/8" GYPSUM BOARD

CASING BEAD

PLYWOOD SHEATHING PER STRUCTURAL WALL CONSTRUCTION PER PLAN

WINDOW SILL 11 3" = 1'-0"

GALVANIZED METAL FLASHING AS REQUIRED, PRIME AND PAINT FLASHING TO MATCH EXTERIOR WALL COLOR EXTERIOR HEAD TRIM WINDOW FRAME

WD SPACER/SHIM AS REQUIRED

METAL CORNERBEAD REVEAL MOLDING AS DRIP "J" MOLD SEALANT DOOR GUIDES STEEL SLAT ROLL-UP DOOR

DOOR FRAME, SASH, STOP AND TRIM DOOR PER SCHEDULE

ROLL-UP DOOR HEAD 7

DOOR HEAD @ INTERIOR 3

1 1/2" = 1'-0"

3" = 1'-0"

5/8" TYPE 'X" GYP. BD

WALL BEYOND SEE DOOR JAMB TRACK ASSEMBLY PER MANUFACTURER ROLL-UP DOOR PER PLAN SILL WEATHERSTRIP

FELT FELT SPLIT SHEET WOOD JAMB TRIM SEALANT AS REQ'D.

SEALANT O/ EXPANSION MATERIAL SLOPE POUR STRIP FROM DOOR (1":12")

HEADER/ BEAM PER STRUCTURAL DRAWINGS

INT. 1/2"

EXT.

DATE

DESCRIPTION

7/8" EXT. CEMENT PLASTER O/ PAPER BACKED METAL LATH J-MOLD, TYP. BACKER ROD & SEALANT 22 GA. G.I. FLASHING 1/2" WD SPACER/SHIM AS REQUIRED

PROVIDE FLASHING AS REQ'D. PER MFG RECOMMENDATION.

FRAMING DETAILS

DOOR FRAME, SASH AND TRIM

EXTERIOR

DOOR PER SCHEDULE

3" = 1'-0"

ISSUE NO.

PLYWD SHEATHING PER STRUCTURAL DRAWINGS

WINDOW FRAME

WINDOW FLASHING 12

APPROVAL BY :

WALL PER PLAN & SCHED.

2 1/4"

FELT EXTERIOR FINISH PER SCHEDULE MIN. OVERLAP PER MFG. RECOMMENDATIONS, ALLOW FOR DRAINAGE. 12Â° MIN.

INT.

1 1/2"

BACKER ROD & SEALANT

STUCCO PLASTER R-13 INSULATION PER PLAN BUILDING PAPER

THRESHOLD PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE OR OTHER APPROVED MEASURE OF ALUMINUM AND CONCRETE TO ISOLATE/PROTECT PER U.B.C. 2004.3

3430 LIVE OAK CREEK CIRCLE FALLBROOK, CA 92028

BACKER ROD & SEALANT

'J' MOLD

PATRIOTS HONOR

3" = 1'-0"

26 GA. G.S.M. CONTINUOUS PAN FLASHING, SOLDER ALL JOINTS. (NO COLD SOLDER JOINTS)

METAL CORNERBEAD

TORRES WORKSHOP

3 1/2"

26 GA. FLASHING 1" X 6 " PAINTED WOOD TRIM 1X SPACER CAULKING UNDER 26 GA. FLASHING ALUMINUM WINDOW FRAME, SASH AND TRIM BY MANUF. PER WINDOW SCHEDULE

ALUMINUM WINDOW FRAME, SASH AND TRIM BY MANUF.PER WINDOW SCHEDULE 1X SPACER SHIM

1 1/2" = 1'-0"

20 1 9

5" MIN

TYPE 'X' GYPSUM BOARD

BUILDING PAPER

WINDOW HEAD 10

WOOD FRAMING WALL SECTION TYP. 19

1 1/2" = 1'-0"

FIE LD VE RIF Y

WALL PER PLAN

BACKER ROD & SEALANT

3/4"

NOT USED

#C014152

THRESHOLD 1

3" = 1'-0"

NOT USED

DRYWALL BLOCK A35 @ 48"OC 2x6 STUDS @ 16" O/C GYP. BOARD WHERE OCCURS; SEE FLOOR PLAN 2 X PTDF SILL #3 REINF. BARS @18" O/C EA. WAY CONC. SLAB PER PLAN

IT ARCH ECT C H. DAV RI

S 3 AT AUGUST N R E O F CALI FO

EXTERIOR CEMENT PLASTER STUCCO PLASTER

4 1/2" 0' - 4"

GRADE

INT.

BACKER ROD & SEALANT 1/2" WD SPACER/SHIM AS REQUIRED

DOOR FRAME BEYOND

1/2" 2-1/2"

HORIZONTAL SLIDING WINDOW PER SCHEDULE

4" 3/

EXT.

ALUM. THRESHOLD

DOOR FRAME, SASH AND TRIM

FLOOR SHEATHING PER PLAN 3X LEDGER W/ "U" HANGER

MEZZ. FLOOR JOIST PER STRUCT. BLOCKING PANEL @32" OC

WEATHER GASKET

J-MOLD, TYP.

WALL PER PLAN & SCHED.

SHEATHING PER PLAN

8'-6"

7/8" EXT. CEMENT PLASTER O/ PAPER BACKED METAL LATH

E EXPI R T S

HEADER PER STRCUT. PLAN

EXT.

BACKER ROD & SEALANT R-19 FACED-BATT INSULATION

1/2"

EXT.

5/8" TYPE 'X" GYP. BD

INT.

DOOR PER DOOR SCHEDULE INT.

HEADER/ BEAM PER STRUCTURAL DRAWINGS PLYWD SHEATHING PER STRUCTURAL DRAWINGS 7/8" EXT. CEMENT PLASTER O/ PAPER BACKED METAL LATH J-MOLD, TYP.

FLOOR FINISH PER FINSH SCHEDULE

m o c . e r u t c e t i h c r a y v a d . w w w

BOUNDARY NAILING

PLYWD SHEATHING PER STRUCTURAL DRAWINGS

1 1 8 3 . 8 3 2 . 9 1 6

EXT.

2 - 2 x 6 JAMB

WALL PER PLAN & SCHED.

1 0 1 2 9 A C , o g e i D n a S

INT.

A35 @ 24"O.C.

FULL BATT INSULATION

e u n e v A h t 0 1 3 5 0 1

2X10 MEZZANINE

PLYWOOD SHEATHING PER PLAN 2x6 @ 16" O.C. (EXPOSED) SILL NAILING B.N.

5/8" TYPE 'X" GYP. BD WALL PER PLAN

5/8" TYPE 'X" GYP. BD

0' - 0 1/2" MAX.

ROOF TRUSS PER STRUCTURAL

3:12

2 1/4"

E SLOP

ROLL-UP DOOR SILL 8 1 1/2" = 1'-0"

DOOR HEAD @ PLASTER 4 3" = 1'-0"

A9.2

o s c ar l i n re si dence i nt e rio rs

ch i n o hi ll s, c a

a nd l ay o u t 4

KITCHEN

3 1

Height - 24’

Walker Zanger - Ceramica Alhambra Liner, Uvsa

FAMILY LOGGIA

1 PEARL LIMES TONE TREADING W/ BULL NOS ING

ANTIQUE TERRA COTTA HEXAGON TILES IN TRADITIONAL COLORS BY EXQUISITE SURFACE

PEARL LIMESTONE STAIR TREAD W/ NOSING BY WALKER ZANGER

1 2

6”

Walker Zanger - Beveled Brick, Batchelder Blend

4”

PEARL LIMESTONE BORDER SLAB & STAIR TREADING BY WALKER ZANGER

STAIR RISER BORDER ACCENTS 4x4 ACIENT PETALS MIX

Walker Zanger - Contessa, Aquamarine

ELEVATION A

DAUGHTER’S BATHROOM FAMOSA MANDALA MULTICOLORED PATTERN TILE PINK TILE BORDER

SHOWER NICHE

FAMOSA PETAL TILE BORDER

BATHROOM ELEVATION

Main Field Tile - Walker Zanger Pearl Limestone 24x24

FLOOR PLAN

g i r i s h & l i l a patel resi dence bradb ur y, ca construction documents

Assisted drafting floor plan and section with redesign of outdoor playroom and skylight for city submittal.

Arranged sheet layout for city submittal. *Drafted Detail 4 & 43 *Added Stair Notes as per code

munoz oďŹ&#x192;ce building

asuza, ca assisted with accessibility

URINAL

4 3 1

IDENTIFICATION SYMBOLS

8 2

DRINKING FOUNTAIN

TYPICAL MULTI TOILET RM.

CA ACCESS COMPLIANCE - CHAPTER 1115B

LAVATORY 9 10

STRIKE EDGES & DOOR CLEARANCES

other work

photographs-sketches-collages-handmade