Atch 3 DRAWINGS Part 2.pdf

7 8 9

O

AE601

AE602

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) EXAM

(E) EXAM

(E) EXAM

(E) TOILET

(E) TOILET

5361A

(E) BED BAY 9

5360I

(E) BED BAY 8

5360H

(E) BED BAY 7

5360G

(E) BED BAY 6

03 31 00.O1 - CONCRETE

INFILL

+3/4"

+3"

+3"

+3/4"

ALIGN

ALIGN

2% MININUM SLOPE

2% MININUM SLOPE

2% MININUM SLOPE

2% MININUM SLOPE

AE602

07 14 21.A01 - LATEX MASTIC

DECK COATING & PRIMER,

MATCH EXISTING COLOR,

PREP EXISTING FINISH.

07 14 21.A01 - LATEX MASTIC

DECK COATING & PRIMER,

MATCH EXISTING COLOR,

PREP EXISTING FINISH.

APPROX. EXTENT

OF LATEX MASTIC

DECK COATING

APPROX. EXTENT

OF LATEX MASTIC

DECK COATING

07 14 21.A01 - LATEX MASTIC

DECK COATING & PRIMER,

MATCH EXISTING COLOR,

PREP EXISTING FINISH.

07 14 21.A01 - LATEX MASTIC

DECK COATING & PRIMER,

MATCH EXISTING COLOR,

PREP EXISTING FINISH.

GENERAL NOTES

1. PRIOR TO COMMENCEMENT OF WORK, REVIEW HAZARDOUS MATERIAL REPORT. CONTRACTOR SHALL

PROPERLY DISPOSE OF ALL HAZARDOUS MATERIALS PER SPECIFICATION 02 41 00.

2. FOR CONSTRUCITON BARRIER(S) SEE: GI007

7 8 9

O

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) EXAM

(E) EXAM

(E) EXAM

(E) TOILET

(E) TOILET

5361A

(E) BED BAY 9

5360I

(E) BED BAY 8

5360H

(E) BED BAY 7

5360G

(E) BED BAY 6

02 41 00.B15 - EXISTING

GUARD RAIL TO BE REMOVED

02 41 00.B6 - EXISTING

CONCRETE CURB TO BE

REMOVED

02 41 00.C19 - PLASTER AND

FURRING TO BE REMOVED

+3/4"

+3"

+3"

+3/4"

OPEN OPEN OPEN

OPEN OPEN OPEN

AE602

B

02 41 00.H03 - REMOVE

EXISTING LOUVER AND

ASSEMBLY

CONCRETE INFILL

AREA OF WORK

AREA NOT IN

SCOPE OF WORK

LEGEND

DIRECTION

OF PHOTOGRAPH

7 8 9

O

AE601

AE602

09 24 00 - PORTLAND CEMENT

PLASTERING

AE602

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

A.F.F.

Exterior - Plaster on Mtl. Stud

9' - 6"

09 24 00 - PORTLAND CEMENT

PLASTERING

A.F.F.

Exterior - Plaster on Mtl. Stud

14' - 3"

FEC

FEC

FEC

CAB DESK

A R C H I T E C T

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

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OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

KEY PLAN

08 - 6231

REVISIONS: DATE:NO.

NOT TO SCALE

GI005

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE104

3RD & 5TH FLOOR LIGHT WELL PLANS

JM / JT RA / LL

1/4" = 1'-0"

5TH FLOOR INFILL AT LIGHT WELL

KEYNOTES

02 41 00.B6 EXISTING CONCRETE CURB TO BE REMOVED

02 41 00.B15 EXISTING GUARD RAIL TO BE REMOVED

02 41 00.C19 PLASTER AND FURRING TO BE REMOVED

02 41 00.H03 REMOVE EXISTING LOUVER AND ASSEMBLY

03 31 00.O1 CONCRETE INFILL

07 14 21.A01 LATEX MASTIC DECK COATING & PRIMER, MATCH EXISTING COLOR, PREP EXISTING FINISH.

09 24 00 PORTLAND CEMENT PLASTERING

1/4" = 1'-0"

5TH FLOOR DEMOLITION AT LIGHT WELL

1/4" = 1'-0"

3RD FLOOR REFLECTED CEILING PLAN

A

LIGHT WELL - 2ND FLOOR NORTH

B

LIGHT WELL - 2ND FLOOR EAST

C

4TH FLOOR LIGHT WELL - SOUTH

D

4TH FLOOR LIGHT WELL - NORTH

E

4TH FLOOR LIGHT WELL - EAST

F

4TH FLOOR LIGHT WELL - EAST 2

FD

GENERAL NOTES

1. PIPING ROUTING PER MECHANICAL, REFERENCE PG-104.

AREA OF WORK AREA NOT IN

SCOPE OF WORK

LEGEND

7.1 8 9 9.1 9.5

N

9.4 10

M

C

D F

E

H

G

IJ

V .I .F

02 41 00.B17 - EXISTING METAL

PANELS TO BE REMOVED

L.1

L

K

J.4

J.5

J.1

J

MECHANICAL

MECHANICAL

MECHANICAL

MECHANICAL

MECHANICAL

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

ELEVATOR

S4

ELEVATOR

P1

ELEVATOR

P2

ELEVATOR

P3

LOBBY

7000A

ELEVATOR

P4

ELEVATOR

P5

ELEVATOR

P6

LOBBY

CORRIDOR

EXISTING CHASE TO REMAIN

OPEN TO SECOND

FLOOR BELOW

OPEN TO SECOND

FLOOR BELOW

OPEN TO SECOND

FLOOR BELOW

OPEN TO SECOND

FLOOR BELOW

AE105

AE1053

EXISTING TPO ROOF

02 41 00.G01 - EXISTING

ROOFING TO REMAIN

K

L M

N

03 31 00.J1 - CONCRETE SLAB -

REF TO STRUCTURAL

22 62 00 - VACUUM SYSTEMS

FOR LABORATORY AND

HEALTHCARE FACILITIES

22 62 13 - VACUUM PIPING

03 31 00.J1 - CONCRETE SLAB -

REF TO STRUCTURAL

22 62 00 - VACUUM SYSTEMS

FOR LABORATORY AND

HEALTHCARE FACILITIES

22 62 13 - VACUUM PIPING

03 31 00.J1 - CONCRETE SLAB -

REF TO STRUCTURAL

22 62 00 - VACUUM SYSTEMS

FOR LABORATORY AND

HEALTHCARE FACILITIES

22 62 13 - VACUUM PIPING

A R C H I T E C T

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

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A

T E

OF CA L I FOR

N I A

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H . DAVY

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OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

KEY PLAN

08 - 6231

REVISIONS: DATE:NO.

NOT TO SCALE

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE105

ROOF PLAN & PENTHOUSE PLANS

JM / JT RA / LL

KEYNOTES

02 41 00.B17 EXISTING METAL PANELS TO BE REMOVED

02 41 00.G01 EXISTING ROOFING TO REMAIN

03 31 00.J1 CONCRETE SLAB - REF TO STRUCTURAL

22 62 00 VACUUM SYSTEMS FOR LABORATORY AND HEALTHCARE FACILITIES

22 62 13 VACUUM PIPING

1/8" = 1'-0"

ROOF PLAN & PENTHOUSE

L

PENTHOUSE - NORTH 2

K

PENTHOUSE - NORTH

F

6TH FLOOR ROOF - NORTH TOWER

E

6TH FLOOR ROOF - NORTH TOWER

H

6TH FLOOR ROOF - NORTH TOWER

G

6TH FLOOR ROOF - NORTH TOWER

J

6TH FLOOR ROOF - NORTH TOWER

I

6TH FLOOR ROOF - NORTH TOWER

1/8" = 1'-0"

MED VACUUM SYSTEM - FRONT

1/8" = 1'-0"

MED VACUUM SYSTEM - SIDE

N

PENTHOUSE - NORTHWEST

M

PENTHOUSE - NORTH 3

Utility box

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

O N.5

4TH FLOOR

INTERSTITIAL

419' - 4"

AE601

08 90 00 - LOUVERS AND

VENTS

08 51 13.C1 - STOREFRONT

SYSTEM

02 41 00.B13 - EXISTING

EXTERIOR WALL AND FINISH

TO REMAIN

02 41 00.B14 - EXISTING

EXTERIOR CONCRETE GUARD

RAIL TO REMAIN+/- 3' - 10 5/8"+/- 29' - 4 3/8"

02 41 00.B16 - EXISTING METAL

PANELS TO REMAIN

08 90 00 - LOUVERS AND

VENTS

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

N.5N

3RD FLOOR

INTERSTITIAL

402' - 1"

4TH FLOOR

INTERSTITIAL

419' - 4"

N.25

AE501

/2

AG911

CARDIO CATH LAB 2

(XCCE1)

CORRIDOR

EQUIPMENT RM 4366

XCCA1

AG800

AG800

02 41 00.R06 - EXISTING

DUCTING TO REMAIN,

PROTECT IN PLACE. REFER TO

MECHANICAL DRAWINGS

23 32 13 - FABRICATED, METAL

AIR PLENUMS

02 41 00.E04 - EXISTING

FRAMING, STRUCTURE TO

REMAIN, PROTECT IN PLACE

02 41 00.E04 - EXISTING

FRAMING, STRUCTURE TO

REMAIN, PROTECT IN PLACE

05 50 00.A1 - SHEET METAL

CATWALK, REF TO

STRUCTURAL

05 10 00.A1 - HSS, REF. TO

STRUCTURAL

07 81 00 - APPLIED

FIREPROOFING, REF. TO FIRE

PROTECTION

05 10 00 - STRUCTURAL METAL

FRAMING, REF TO

STRUCTURAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

F0465

09 50 00 - CEILINGS

GE008

M

M

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

9 9.1 9.5

3RD FLOOR

INTERSTITIAL

402' - 1"

4TH FLOOR

INTERSTITIAL

419' - 4"

AE501

AG909

AG911

AG800

05 10 00.A1 - HSS, REF. TO

STRUCTURAL

02 41 00.E04 - EXISTING

FRAMING, STRUCTURE TO

REMAIN, PROTECT IN PLACE

07 81 00 - APPLIED

FIREPROOFING, REF. TO FIRE

PROTECTION

23 32 13 - FABRICATED, METAL

AIR PLENUMS

26 10 00.A1 - LIGHT FIXTURE

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

05 10 00 - STRUCTURAL METAL

FRAMING, REF TO

STRUCTURAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

(E) WALL

GLAZING SYSTEM

NON-RATED PARTITION

SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

LEGEND

(E) GLAZING SYSTEM

CONCRETE DECK

(E) SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

1-HR RATED BARRIER(E) 1-HR RATED BARRIER

DEMOLITION NOTES

1. CONTRACTORS WILL MAINTAIN THE INTEGRITY AND CONTINUITY OF SMOKE AND FIRE BARRIERS WITH

REGARDS TO PENETRATIONS BOTH IN AND OUT OF THE INTERSTITIAL SPACES.

2. ALL NEW PENETRATIONS THROUGH SAID BARRIERS, OR REMOVAL OF FIRESTOP PRODUCTS IN EXISTING BARRIERS WILL REQUIRE APPLICATION OF NEW FIRESTOP TO MAINTAIN JOINT COMMISSION

AND NFPA 101 COMPLIANCE.

3. TO MAINTAIN CONSISTENCY THROUGHOUT THE FACILITY AND FOR THE PURPOSES OF VISIBILITY DURING JOINT COMMISSION INSPECTION, LOCAL POLICY REGARDING USE OF FIRESTOP AT SAN DIEGO VA MEDICAL CENTER IS TO ONLY ALLOW INTUMESCENT FIRE-PUTTY OF A TYPE SIMILAR TO THAT LISTED IN SECTION 078413 - THROUGH PENETRATION FIRESTOPPING. ONLY FIRESTOP SOLUTIONS THAT

MEET THOSE REQUIREMENTS WILL BE ACCEPTED.

4. INTUMESCENT COLLARS ARE NOT ACCEPTABLE FOR SINGLE CABLE PENETRATIONS.

5. CONTRACTOR IS TO SUBMIT DOCUMENT QUANTIFYING ALL FIRESTOPPING TYPES AND LOCATIONS OF

INSTALLATION AS IT PERTAINS TO THIS PROJECT.

6. ALL EQUIPMENT DETERMINED FOR NON-USE SHALL BE REMOVED AND DISPOSED OF. NO EQUIPMENT IS

TO BE ABANDONED IN PLACE

7. NO HORIZONTAL PENETRATIONS THROUGH FIREWALLS UNLESS AUTHORIZED BY VA COR

8. INFILL ALL NON-USED PENETRATIONS FROM DEMOLISHED WORK.

9. FIRE SEAL ALL SEAMS PER MANUFACTURER RECOMMENDATIONS. SEE SPECIFICATION 078413

10. CONTRACTOR SHALL MAINTAIN INTEGRITY OF FIRE RATINGS

A R C H I T E C T

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

S T

A

T E

OF CA L I FOR

N I A

ER

IC

H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE501

EXTERIOR ELEVATION & CATH LAB SECTIONS

JM / JT RA / LL

KEYNOTES

02 41 00.B13 EXISTING EXTERIOR WALL AND FINISH TO REMAIN

02 41 00.B14 EXISTING EXTERIOR CONCRETE GUARD RAIL TO REMAIN

02 41 00.B16 EXISTING METAL PANELS TO REMAIN

02 41 00.E04 EXISTING FRAMING, STRUCTURE TO REMAIN, PROTECT IN PLACE

02 41 00.R06 EXISTING DUCTING TO REMAIN, PROTECT IN PLACE. REFER TO MECHANICAL DRAWINGS

05 10 00 STRUCTURAL METAL FRAMING, REF TO STRUCTURAL

05 10 00.A1 HSS, REF. TO STRUCTURAL

05 50 00.A1 SHEET METAL CATWALK, REF TO STRUCTURAL

07 81 00 APPLIED FIREPROOFING, REF. TO FIRE PROTECTION

08 51 13.C1 STOREFRONT SYSTEM

08 90 00 LOUVERS AND VENTS

09 50 00 CEILINGS

23 32 13 FABRICATED, METAL AIR PLENUMS

26 05 33.B1 J-BOX, REF TO ELECTRICAL

26 05 33.R1 RACEWAY, REF TO ELECTRICAL

26 10 00.A1 LIGHT FIXTURE

1/4" = 1'-0"

WEST EXTERIOR ELEVATION

AREA OF WORK

5th FLOOR

4th FLOOR INTERSTITIAL

4th FLOOR

3rd FLOOR INTERSTITIAL

B

2ND FLOOR ROOF - WEST EXTERIOR ELEVATION

A

2ND FLOOR ROOF - WEST EXTERIOR ELEVATION

1/4" = 1'-0"

CATH LAB SECTION A

1/4" = 1'-0"

CATH LAB SECTION B

NTS

WORK ROOM - 1

NTS

CATH LAB II - 1

NTS

CATH LAB II - 2

20x26 SS SUPPLY

16x30 SS

LV-401A

LV-401B

AHU-401

SA-401

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

7 7.1 8 9 9.1 9.5

FIN. 3RD FLOOR

391' - 6"

FIN. 6TH FLOOR

443' - 3"

DATUM ROOF LINE

463' - 0"

3RD FLOOR

INTERSTITIAL

402' - 1"

4TH FLOOR

INTERSTITIAL

419' - 4"

5TH FLOOR

INTERSTITIAL

436' - 7"

AE602

WORK ROOM

CLEAN UTILITY

(UCCL1)

LOCKER (LR002)

PAC CENTER

(E) CORRIDOR

08 51 13.C1 - STOREFRONT

SYSTEM

09 51 00 - ACOUSTICAL

CEILINGS

09 24 00.A2 - 7/8" CEMENT

PLASTER

03 31 00.I4 - 3-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (2-HR

RATED DESIGN UL263)

03 31 00.I4 - 3-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (2-HR

RATED DESIGN UL263)

AE602

CLEAN LINEN

(SRSE1)

03 31 00.B1 - CONCRETE CURB

PENTHOUSE

460' - 6"

02 41 00.C83 - EXISTING STEEL

STRUCTURE TO REMAIN,

PROTECT IN PLACE.

03 31 00.P1 - CATWALK

09 51 00 - ACOUSTICAL

CEILINGS

02 41 00.E02 - EXISTING

CATWALK TO REMAIN,

PROTECT IN PLACE

02 41 00.B18 - EXISTING

GUARD RAIL TO REMAIN

09 24 00.A2 - 7/8" CEMENT

PLASTER

23 40 00 - AHU, REF. TO MECH

AG901

AG800

AG800

AG601

AG601

AG800

XXXXX

S503

23 31 13 - METAL DUCT, REF.

TO MECH.

AG800

03 31 00.I2 - 2-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (1-HR

RATED DESIGN UL263)

AG800

ELEMENT TO BE DEMOLISHED

AREA NOT IN

SCOPE OF WORK

(E) WALL

GLAZING SYSTEM

NON-RATED PARTITION

SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

LEGEND

(E) GLAZING SYSTEM

CONCRETE DECK

(E) SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

1-HR RATED BARRIER(E) 1-HR RATED BARRIER

GENERAL NOTES

1. CONTRACTORS WILL MAINTAIN THE INTEGRITY AND CONTINUITY OF SMOKE AND FIRE BARRIERS WITH

REGARDS TO PENETRATIONS BOTH IN AND OUT OF THE INTERSTITIAL SPACES.

2. ALL NEW PENETRATIONS THROUGH SAID BARRIERS, OR REMOVAL OF FIRESTOP PRODUCTS IN EXISTING BARRIERS WILL REQUIRE APPLICATION OF NEW FIRESTOP TO MAINTAIN JOINT COMMISSION

AND NFPA 101 COMPLIANCE.

3. TO MAINTAIN CONSISTENCY THROUGHOUT THE FACILITY AND FOR THE PURPOSES OF VISIBILITY DURING JOINT COMMISSION INSPECTION, LOCAL POLICY REGARDING USE OF FIRESTOP AT SAN DIEGO VA MEDICAL CENTER IS TO ONLY ALLOW INTUMESCENT FIRE-PUTTY OF A TYPE SIMILAR TO THAT LISTED IN SECTION 078413 - THROUGH PENETRATION FIRESTOPPING. ONLY FIRESTOP SOLUTIONS

THAT MEET THOSE REQUIREMENTS WILL BE ACCEPTED.

4. INTUMESCENT COLLARS ARE NOT ACCEPTABLE FOR SINGLE CABLE PENETRATIONS.

5. CONTRACTOR IS TO SUBMIT DOCUMENT QUANTIFYING ALL FIRESTOPPING TYPES AND LOCATIONS OF

INSTALLATION AS IT PERTAINS TO THIS PROJECT.

6. ALL EQUIPMENT DETERMINED FOR NON-USE SHALL BE REMOVED AND DISPOSED OF. NO EQUIPMENT

IS TO BE ABANDONED IN PLACE.

7. NO HORIZONTAL PENETRATIONS THROUGH FIREWALLS UNLESS AUTHORIZED BY VA COR .

8. INFILL ALL NON-USED PENETRATIONS FROM DEMOLISHED WORK.

9. FIRE SEAL ALL SEAMS PER MANUFACTURER RECOMMENDATIONS. SEE SPECIFICATION 078413

10. CONTRACTOR SHALL MAINTAIN INTEGRITY OF FIRE RATINGS.

11. INSTALL LIGHTING IN UNOBSTRUCTED LOCATION. REFER TO ELECTRICAL FOR LIGHTING.

12. CATWALKS ARE TO BE CLEAR OF CONSTRUCTION UNLESS AUTHORIZED BY THE VA COR.

A R C H I T E C T

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

S T

A

T E

OF CA L I FOR

N I A

ER

IC

H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE601

BUILDING SECTIONS

JM / JT RA / LL

KEYNOTES

02 41 00.B18 EXISTING GUARD RAIL TO REMAIN

02 41 00.C83 EXISTING STEEL STRUCTURE TO REMAIN, PROTECT IN PLACE.

02 41 00.E02 EXISTING CATWALK TO REMAIN, PROTECT IN PLACE

03 31 00.B1 CONCRETE CURB

03 31 00.I2 2-1/2"" CAST-IN-PLACE CONCRETE SLAB W/ METAL DECKING (1-HR RATED DESIGN UL263)

03 31 00.I4 3-1/2"" CAST-IN-PLACE CONCRETE SLAB W/ METAL DECKING (2-HR RATED DESIGN UL263)

03 31 00.P1 CATWALK

08 51 13.C1 STOREFRONT SYSTEM

09 24 00.A2 7/8" CEMENT PLASTER

09 51 00 ACOUSTICAL CEILINGS

23 31 13 METAL DUCT, REF. TO MECH.

23 40 00 AHU, REF. TO MECH

1/4" = 1'-0"

BUILDING SECTION - VIEW NORTH

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12"∅ SUPPLY

12"∅ EXHAUST

AHU-401 HU-401

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

O

FIN. 3RD FLOOR

391' - 6"

FIN. 6TH FLOOR

443' - 3"

DATUM ROOF LINE

463' - 0"

3RD FLOOR

INTERSTITIAL

402' - 1"

4TH FLOOR

INTERSTITIAL

419' - 4"

5TH FLOOR

INTERSTITIAL

436' - 7"

AE601

SEMI-RESTRICTED

CORRIDOR

CLEAN UTILITY

(UCCL1)

03 31 00.I4 - 3-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (2-HR

RATED DESIGN UL263)

03 31 00.I4 - 3-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (2-HR

RATED DESIGN UL263)

(E) EXAM ROOM

4339C

(E) CATH LAB I

PENTHOUSE

460' - 6"

02 41 00.C83 - EXISTING STEEL

STRUCTURE TO REMAIN,

PROTECT IN PLACE.

AG901

AG800

AG800

AG800

AG800

AG908

S503

S503

07 14 21.A01 - LATEX MASTIC

DECK COATING & PRIMER,

MATCH EXISTING COLOR,

PREP EXISTING FINISH.

AG800

03 31 00.I2 - 2-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (1-HR

RATED DESIGN UL263)

AG908

FIN. 4TH FLOOR

408' - 9"

FIN. 5TH FLOOR

426' - 0"

O

FIN. 3RD FLOOR

391' - 6"

FIN. 6TH FLOOR

443' - 3"

DATUM ROOF LINE

463' - 0"

3RD FLOOR

INTERSTITIAL

402' - 1"

4TH FLOOR

INTERSTITIAL

419' - 4"

5TH FLOOR

INTERSTITIAL

436' - 7"

AE601

(E) EXAM ROOM

4339C

(E) CATH LAB I

02 41 00.B15 - EXISTING

GUARD RAIL TO BE REMOVED

02 41 00.C19 - PLASTER AND

FURRING TO BE REMOVED

02 41 00.C8 - REMOVE

WINDOW, FRAME AND

ASSEMBLY

02 41 00.B12 - EXISTING

CONCRETE CURB TO BE

REMOVED, REFERENCE

STRUCTURAL

02 41 00.B12 - EXISTING

CONCRETE CURB TO BE

REMOVED, REFERENCE

STRUCTURAL

PENTHOUSE

460' - 6"

02 41 00.C83 - EXISTING STEEL

STRUCTURE TO REMAIN,

PROTECT IN PLACE.

ELEMENT TO BE DEMOLISHED

AREA NOT IN

SCOPE OF WORK

(E) WALL

GLAZING SYSTEM

NON-RATED PARTITION

SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

LEGEND

(E) GLAZING SYSTEM

CONCRETE DECK

(E) SMOKE BARRIER

(LIMITS THE PASSAGE OF

SMOKE AT CORRIDORS /

SUITE SEPARATION)

1-HR RATED BARRIER(E) 1-HR RATED BARRIER

GENERAL NOTES

1. CONTRACTORS WILL MAINTAIN THE INTEGRITY AND CONTINUITY OF SMOKE AND FIRE BARRIERS WITH

REGARDS TO PENETRATIONS BOTH IN AND OUT OF THE INTERSTITIAL SPACES.

2. ALL NEW PENETRATIONS THROUGH SAID BARRIERS, OR REMOVAL OF FIRESTOP PRODUCTS IN EXISTING BARRIERS WILL REQUIRE APPLICATION OF NEW FIRESTOP TO MAINTAIN JOINT COMMISSION

AND NFPA 101 COMPLIANCE.

3. TO MAINTAIN CONSISTENCY THROUGHOUT THE FACILITY AND FOR THE PURPOSES OF VISIBILITY DURING JOINT COMMISSION INSPECTION, LOCAL POLICY REGARDING USE OF FIRESTOP AT SAN DIEGO VA MEDICAL CENTER IS TO ONLY ALLOW INTUMESCENT FIRE-PUTTY OF A TYPE SIMILAR TO THAT LISTED IN SECTION 078413 - THROUGH PENETRATION FIRESTOPPING. ONLY FIRESTOP SOLUTIONS

THAT MEET THOSE REQUIREMENTS WILL BE ACCEPTED.

4. INTUMESCENT COLLARS ARE NOT ACCEPTABLE FOR SINGLE CABLE PENETRATIONS.

5. CONTRACTOR IS TO SUBMIT DOCUMENT QUANTIFYING ALL FIRESTOPPING TYPES AND LOCATIONS OF

INSTALLATION AS IT PERTAINS TO THIS PROJECT.

6. ALL EQUIPMENT DETERMINED FOR NON-USE SHALL BE REMOVED AND DISPOSED OF. NO EQUIPMENT

IS TO BE ABANDONED IN PLACE.

7. NO HORIZONTAL PENETRATIONS THROUGH FIREWALLS UNLESS AUTHORIZED BY VA COR .

8. INFILL ALL NON-USED PENETRATIONS FROM DEMOLISHED WORK.

9. FIRE SEAL ALL SEAMS PER MANUFACTURER RECOMMENDATIONS. SEE SPECIFICATION 078413

10. CONTRACTOR SHALL MAINTAIN INTEGRITY OF FIRE RATINGS.

11. INSTALL LIGHTING IN UNOBSTRUCTED LOCATION. REFER TO ELECTRICAL FOR LIGHTING.

12. CATWALKS ARE TO BE CLEAR OF CONSTRUCTION UNLESS AUTHORIZED BY THE VA COR.

A R C H I T E C T

EX

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OF CA L I FOR

N I A

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H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE602

BUILDING SECTIONS

JM / JT RA / LL

KEYNOTES

02 41 00.B12 EXISTING CONCRETE CURB TO BE REMOVED, REFERENCE STRUCTURAL

02 41 00.B15 EXISTING GUARD RAIL TO BE REMOVED

02 41 00.C8 REMOVE WINDOW, FRAME AND ASSEMBLY

02 41 00.C19 PLASTER AND FURRING TO BE REMOVED

02 41 00.C83 EXISTING STEEL STRUCTURE TO REMAIN, PROTECT IN PLACE.

03 31 00.I2 2-1/2"" CAST-IN-PLACE CONCRETE SLAB W/ METAL DECKING (1-HR RATED DESIGN UL263)

03 31 00.I4 3-1/2"" CAST-IN-PLACE CONCRETE SLAB W/ METAL DECKING (2-HR RATED DESIGN UL263)

07 14 21.A01 LATEX MASTIC DECK COATING & PRIMER, MATCH EXISTING COLOR, PREP EXISTING FINISH.

1/4" = 1'-0"

BUILDING SECTION - VIEW EAST

1/4" = 1'-0"

BUILDING SECTION - DEMOLITION VIEW EAST

A R C H I T E C T

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09 65 13.A01 - RESILIENT BASE

10 26 00.A3 - CORNER GUARD,

RESILIENT09 91 00.A1 - PAINT FINISH

10 26 16 - BUMPER GUARDS

AG902

AG902

AG911

SIGNAGE, REF. AG603

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

10 26 16 - BUMPER GUARDS

09 91 00.A1 - PAINT FINISH

08 10 00 - DOORS AND

FRAMES

09 65 13.A01 - RESILIENT BASE

10 26 16 - BUMPER GUARDS

10 26 00.A3 - CORNER GUARD,

RESILIENT

AG902

AG902

AG911

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

SIGNAGE, REF. AG603

DOOR SIGNAGE, REF. AG603

DOOR SIGNAGE, REF. AG603

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

M0512M0512

S-505

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

E0210E0210E0210E0210F0115

AG909

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

F3050F3050

S-505

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

08 51 13.C1 - STOREFRONT

SYSTEM

03 31 00.B1 - CONCRETE CURB

09 65 13.A01 - RESILIENT BASE

E0703E0703E0703E0703E0703E0703

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

O

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

F0465F0465F0465F0465F0465F0465

AG909

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

F0525

O

10 28 00.A18 - STAINLESS

STEEL SHELF (TYPE 44)

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

M2055

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

M2055

M2055

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

O

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

F0525

M2055

AG902

09 91 00.A1 - PAINT FINISH

08 10 00 - DOORS AND

FRAMES

10 26 00.A3 - CORNER GUARD,

RESILIENT

10 26 16 - BUMPER GUARDS

09 65 13.A01 - RESILIENT BASE

AG902

AG902

DOOR SIGNAGE, REF. AG603

GENERAL NOTES - INTERIOR ELEVATIONS

1. FOR GE AND SKYTRON EQUIPMENT, REFER TO QH SERIES DRAWINGS

2. REFER TO SHEET AG910 FOR SIGNAGE MOUNTING HEIGHTS. CONTRACTOR TO SUB-CONTRACT WITH

PREFERRED VENDOR; SEE SPEC SECTION 011000.

3. REFERENCE FOR STANDARD MOUNTING HEIGHTS.

4. REFER TO ELECTRICAL FOR OUTLET & ELECTRICAL DEVICE MOUNTING HEIGHTS.

5. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE 16 G.A. MINIMUM AT 16" O.C. MAXIMUM

6. INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS UNDER 20 LBS, PER DETAIL

INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS OVER 20 LBS, PER DETAIL

7. VERIFY WEIGHT OF ALL WALL HUNG MATERIAL / PRODUCT PRIOR TO BACKING SELECTION AND

INSTALLATION

/6 AG909

/5 AG909

/24 AG910

IN-WALL BACKING OR BRACING, REFER TO SHEETS AG901-AG906

LEGEND

A R C H I T E C T

EX

P

I RES

A UGUST

3 1 , 2

1#C 14152

S T

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T E

OF CA L I FOR

N I A

ER

IC

H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE701

INTERIOR ELEVATIONS

JM / JT RA / LL

KEYNOTES

03 31 00.B1 CONCRETE CURB

08 10 00 DOORS AND FRAMES

08 51 13.C1 STOREFRONT SYSTEM

09 22 16.A1 NON-STRUCTURAL METAL FRAMING BACKING

09 65 13.A01 RESILIENT BASE

09 91 00.A1 PAINT FINISH

10 26 00.A3 CORNER GUARD, RESILIENT

10 26 00.A4 CORNER GUARD, STAINLESS STEEL

10 26 16 BUMPER GUARDS

10 28 00.A18 STAINLESS STEEL SHELF (TYPE 44)

23 50 00.H1 HUMIDISTAT, REF TO MECH.

23 50 00.P1 DIFFERENTIAL PRESSURE MONITOR, REF. TO MECH.

23 50 00.T1 THERMOSTAT, REF TO MECH.

1/4" = 1'-0"

SEMI-RESTRICTED CORRIDOR 400 - NORTH

1/4" = 1'-0"

SEMI-RESTRICTED CORRIDOR 400 - EAST

1/4" = 1'-0"

SEMI-RESTRICTED CORRIDOR 400 - SOUTH

1/4" = 1'-0"

WORK ROOM 4353 - NORTH

1/4" = 1'-0"

WORK ROOM 4353 - EAST

1/4" = 1'-0"

WORK ROOM 4353 - SOUTH

1/4" = 1'-0"

WORK ROOM 4353 - WEST

1/4" = 1'-0"

CLEAN UTILITY 4358 - NORTH

1/4" = 1'-0"

CLEAN UTILITY 4358 - EAST

1/4" = 1'-0"

CLEAN UTILITY 4358 - SOUTH

1/4" = 1'-0"

CLEAN UTILITY 4358 - WEST

1/4" = 1'-0"

CLEAN LINEN 4356 - NORTH

1/4" = 1'-0"

CLEAN LINEN 4356 - EAST

1/4" = 1'-0"

CLEAN LINEN 4356 - SOUTH

1/4" = 1'-0"

CLEAN LINEN 4356 - WEST

1/4" = 1'-0"

SEMI-RESTRICTED CORRIDOR 400 - WEST

O

AE702

AE702

22 40 00.A6 - WALL MOUNT

SINK

AG909

AG909

3' - 4" 1' - 2" 2' - 10" 3' - 5" 1' - 10" 3' - 10"

7' - 4" 9' - 2"

1.5% S

LO

P E

AG910

10 28 00.B20 - LOCKER BENCH

10 28 00.B19 - SHOWER STALL,

SPECS

22 40 00 - PLUMBING

FIXTURES, REF. TO PLUMBING

10 28 00.B8 - GRAB BAR

03 31 00.I4 - 3-1/2""

CAST-IN-PLACE CONCRETE

SLAB W/ METAL DECKING (2-HR

RATED DESIGN UL263)

10 28 00.B5 - TOILET SEAT

COVER DISPENSER

10 28 00.A6 - TOILET TISSUE

DISPENSER

A

A10 28 00.A11 - METAL FRAMED

MIRRORS

10 28 00.B3 - SOAP DISPENSER

10 28 00.A18 - STAINLESS

STEEL SHELF (TYPE 44)

07 81 00 - APPLIED

FIREPROOFING, REF. TO FIRE

PROTECTION

E Q

E Q

/8

3' - 6"

1' - 6"

A

G C

M3070

A5106

F2000

09 30 13.A2 - PORCELAIN TILE

09 65 13.D01 - COVE TRIM

09 91 00.A1 - PAINT FINISH

T Y

P

AG909

AG909

10 28 00.B8 - GRAB BAR

10 28 00.A6 - TOILET TISSUE

DISPENSER

A5145

08 10 00 - DOORS AND

FRAMES

09 65 13.D01 - COVE TRIM

09 30 13.A2 - PORCELAIN TILE

22 40 00 - PLUMBING

FIXTURES, REF. TO PLUMBING

AG909

AG909

10 28 00.B8 - GRAB BAR

10 28 00.B5 - TOILET SEAT

COVER DISPENSER

09 65 13.D01 - COVE TRIM

09 30 13.A2 - PORCELAIN TILE

09 91 00.A1 - PAINT FINISH A1030A1030

A5090

FOLD DOWN SEAT

AG909

A5082

AG909

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

22 40 00 - PLUMBING

FIXTURES, REF. TO PLUMBING

AG909

09 65 13.D01 - COVE TRIM

09 30 13.A2 - PORCELAIN TILE

09 91 00.A1 - PAINT FINISH

A1066

A5075

AG90909 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

O

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

A1030A1030A1030 A1030A1030A1030 A1030A1030A1030 A1030A1030A1030 GC001

AG909

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKINGO

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

A1012A1030A1030A1030A1030

AG909

AG909

AG902 23 50 00.T1 - THERMOSTAT,

REF TO MECH.

DOOR SIGNAGE,

REF. AG603

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

E0214E0214E0214E0214

08 10 00 - DOORS AND

FRAMES

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH F0465 F0465M1810

AG909

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

E0214 E0214 E0214 E021409 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

E0214E0214 E0214E0214

09 91 00.A1 - PAINT FINISH

08 10 00 - DOORS AND

FRAMES

09 65 13.D01 - COVE TRIM

10 26 00 - WALL AND DOOR

PROTECTION A1012

AG909

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

DOOR SIGNAGE, REF. AG603

09 91 00.A1 - PAINT FINISH

08 10 00 - DOORS AND

FRAMES

09 65 13.D01 - COVE TRIM

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

AG909

AG902

X3150

X3150X3150

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

08 71 13.A01 - AUTOMATIC

DOOR OPERATOR, REF

ELECTRICAL

DOOR SIGNAGE, REF. AG603

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

09 65 13.D01 - COVE TRIM

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

A1012

AG909

AG902

DOOR SIGNAGE, REF. AG603

22 40 00 - PLUMBING

FIXTURES, REF. TO PLUMBING

09 65 13.D01 - COVE TRIM

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

F3200 A5075A5082A5075 A5082

F2000 F2000

AG909

AG909

AG902

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

A1132

10 26 00.A2 - WALL GUARD,

RESILIENT

DOOR SIGNAGE, REF. AG603

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

10 26 00.A4 - CORNER GUARD,

STAINLESS STEEL

A1080

F3200

M3070 F2000

A1030

A5106A5106A5106

AG909

AG902

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

GENERAL NOTES - INTERIOR ELEVATIONS

1. FOR GE AND SKYTRON EQUIPMENT, REFER TO QH SERIES DRAWINGS

2. REFER TO SHEET AG910 FOR SIGNAGE MOUNTING HEIGHTS. CONTRACTOR TO SUB-CONTRACT WITH

PREFERRED VENDOR; SEE SPEC SECTION 011000.

3. REFERENCE FOR STANDARD MOUNTING HEIGHTS.

4. REFER TO ELECTRICAL FOR OUTLET & ELECTRICAL DEVICE MOUNTING HEIGHTS.

5. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE 16 G.A. MINIMUM AT 16" O.C. MAXIMUM

6. INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS UNDER 20 LBS, PER DETAIL

INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS OVER 20 LBS, PER DETAIL

7. VERIFY WEIGHT OF ALL WALL HUNG MATERIAL / PRODUCT PRIOR TO BACKING SELECTION AND

INSTALLATION

/6 AG909

/5 AG909

/24 AG910

IN-WALL BACKING OR BRACING, REFER TO SHEETS AG901-AG906

LEGEND

LOCKER COUNT

ROOM QUANTINTY

LOCKERS

PROVIDED

LOCKER

TYPE

NO. OF

TIERS

ACCESSIBLE

LOCKERS

REQ'D (5%)

ACCESSIBLE

LOCKERS

PROVIDED

LOCKER

1-TIER 1616 1 2

A R C H I T E C T

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100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

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35% SCHEMATIC DESIGN

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04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE702

INTERIOR ELEVATIONS

JM / JT RA / LL

KEYNOTES

03 31 00.I4 3-1/2"" CAST-IN-PLACE CONCRETE SLAB W/ METAL DECKING (2-HR RATED DESIGN UL263)

07 81 00 APPLIED FIREPROOFING, REF. TO FIRE PROTECTION

08 10 00 DOORS AND FRAMES

08 71 13.A01 AUTOMATIC DOOR OPERATOR, REF ELECTRICAL

09 22 16.A1 NON-STRUCTURAL METAL FRAMING BACKING

09 30 13.A2 PORCELAIN TILE

09 65 13.A01 RESILIENT BASE

09 65 13.D01 COVE TRIM

09 91 00.A1 PAINT FINISH

10 26 00 WALL AND DOOR PROTECTION

10 26 00.A2 WALL GUARD, RESILIENT

10 26 00.A4 CORNER GUARD, STAINLESS STEEL

10 28 00.A6 TOILET TISSUE DISPENSER

10 28 00.A11 METAL FRAMED MIRRORS

10 28 00.A18 STAINLESS STEEL SHELF (TYPE 44)

10 28 00.B3 SOAP DISPENSER

10 28 00.B5 TOILET SEAT COVER DISPENSER

10 28 00.B8 GRAB BAR

10 28 00.B19 SHOWER STALL, SPECS

10 28 00.B20 LOCKER BENCH

22 40 00 PLUMBING FIXTURES, REF. TO PLUMBING

22 40 00.A6 WALL MOUNT SINK

23 50 00.H1 HUMIDISTAT, REF TO MECH.

23 50 00.P1 DIFFERENTIAL PRESSURE MONITOR, REF. TO MECH.

23 50 00.T1 THERMOSTAT, REF TO MECH.

1/4" = 1'-0"

SHOWER 4351 / LOCKER 4352 - FLOOR PLAN

1/4" = 1'-0"

SHOWER 4351 - NORTH

1/4" = 1'-0"

SHOWER 4351 - EAST

1/4" = 1'-0"

SHOWER 4351 - SOUTH

1/4" = 1'-0"

SHOWER 4351 - WEST

1/4" = 1'-0"

LOCKER 4352 - NORTH

1/4" = 1'-0"

LOCKER 4352 - EAST

1/4" = 1'-0"

LOCKER 4352 - WEST

1/4" = 1'-0"

PACT CENTER 4350 - NORTH

1/4" = 1'-0"

PACT CENTER 4350 - EAST

1/4" = 1'-0"

PACT CENTER 4350 - SOUTH

1/4" = 1'-0"

PACT CENTER 4350 - WEST

1/4" = 1'-0"

CLEAN ROOM 4359 - NORTH

1/4" = 1'-0"

CLEAN ROOM 4359 - EAST

1/4" = 1'-0"

CLEAN ROOM 4359 - SOUTH

1/4" = 1'-0"

CLEAN ROOM 4359 - WEST

1/4" = 1'-0"

LOCKER 4352 - SOUTH

Y Z

H1 H2

M3155 M3155 M3155 M3155 M3155

23 37 00.A1 - DIFFUSER, REF.

TO MECH

GE000 GE000

26 10 00.A2 - UV DISINFECTING

LIGHT FIXTURE

M3155

AG908

GC004GC004

09 65 13.D01 - COVE TRIM

M0512

AG902

S-505

23 37 00.A1 - DIFFUSER, REF.

TO MECH

23 37 00.A1 - DIFFUSER, REF.

TO MECH

GE000GE000

GE000

GE000

26 10 00.A2 - UV DISINFECTING

LIGHT FIXTURE

10 26 16 - BUMPER GUARDS

GC004

GC004

GC004

08 10 00 - DOORS AND

FRAMES

09 65 13.D01 - COVE TRIM

A1012 M3155 M3155 5

AG90923 37 00.A1 - DIFFUSER, REF.

TO MECH

AG909

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

10 26 00.A1 - WALL GUARD,

STAINLESS STEEL

GE000 GE000 GE000

26 10 00.A2 - UV DISINFECTING

LIGHT FIXTURE

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

10 26 16 - BUMPER GUARDS

GC004GC004

F3200

08 71 13.A01 - AUTOMATIC

DOOR OPERATOR, REF

ELECTRICAL

08 51 13 - ALUMINUM

WINDOWS

06 10 00.A1 - SOLID SURFACE

COUNTERTOP

AG909

09 65 13.D01 - COVE TRIM

M3070 M3072M3110

A1012

M0512

S-505

T Y

P

23 37 00.A1 - DIFFUSER, REF.

TO MECH

GE000 GE000

26 10 00.A2 - UV DISINFECTING

LIGHT FIXTURE

26 20 00.E1 - EMERGENCY

POWER SHUT OFF, REF. TO

ELEC.

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

10 26 16 - BUMPER GUARDS

08 71 13.A01 - AUTOMATIC

DOOR OPERATOR, REF

ELECTRICAL

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

GC004

GC004

GC004

SIGN INDICATING

REQUIRED LEAD

SHEILDING

09 91 00.A1 - PAINT FINISH

08 10 00 - DOORS AND

FRAMES

09 65 13.D01 - COVE TRIM

23 50 00.H1 - HUMIDISTAT, REF

TO MECH.

26 20 00.E1 - EMERGENCY

POWER SHUT OFF, REF. TO

ELEC.

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

26 05 33 - RACEWAY AND

BOXES FOR ELECTRICAL

SYSTEMS

09 91 00.A1 - PAINT FINISH

02 41 00.C62 - EXISTING

WINDOW TO REMAIN,

PROTECT IN PLACE

AG909

09 65 13.D01 - COVE TRIM

06 10 00.A1 - SOLID SURFACE

COUNTERTOP

F3200

AG909

GE021

GE020

A1015

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

PROVIDE CONTINUOUS METAL SHROUD,

PAINTED AND REMOVABLE, AT THREE SIDES

WHERE CONDUITS PENETRATE FLOOR

A0900

09 91 00.A1 - PAINT FINISH

09 65 13.D01 - COVE TRIM

GE020

A1015

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

AG908

09 91 00.A1 - PAINT FINISH

F0115 A5145A5145X1425

F3050

AG909

A0900

09 22 16.A1 -

NON-STRUCTURAL METAL

FRAMING BACKING

A1012

9.5

OPEN

TO BEYOND

09 91 00.A1 - PAINT FINISH

09 65 13.A01 - RESILIENT BASE

10 26 00.A3 - CORNER GUARD,

RESILIENT

AG902

9.5

OPEN

TO BEYOND

09 91 00.A1 - PAINT FINISH

10 26 00.A3 - CORNER GUARD,

RESILIENT

09 65 13.A01 - RESILIENT BASE

DOOR SIGNAGE, REF. AG603

08 10 00 - DOORS AND

FRAMES

09 91 00.A1 - PAINT FINISH

10 26 00.A3 - CORNER GUARD,

RESILIENT

09 65 13.A01 - RESILIENT BASE

AG902

DOOR SIGNAGE, REF. AG603

GENERAL NOTES - INTERIOR ELEVATIONS

1. FOR GE AND SKYTRON EQUIPMENT, REFER TO QH SERIES DRAWINGS

2. REFER TO SHEET AG910 FOR SIGNAGE MOUNTING HEIGHTS. CONTRACTOR TO SUB-CONTRACT WITH

PREFERRED VENDOR; SEE SPEC SECTION 011000.

3. REFERENCE FOR STANDARD MOUNTING HEIGHTS.

4. REFER TO ELECTRICAL FOR OUTLET & ELECTRICAL DEVICE MOUNTING HEIGHTS.

5. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE 16 G.A. MINIMUM AT 16" O.C. MAXIMUM

6. INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS UNDER 20 LBS, PER DETAIL

INSTALL BACKING PLATES FOR WALL MOUNTED ITEMS OVER 20 LBS, PER DETAIL

7. VERIFY WEIGHT OF ALL WALL HUNG MATERIAL / PRODUCT PRIOR TO BACKING SELECTION AND

INSTALLATION

/6 AG909

/5 AG909

/24 AG910

8 9 9.1

08 10 00 - DOORS AND

FRAMES

09 65 13.A01 - RESILIENT BASE

22 40 00.F1 - ZONE VALVE BOX

23 50 00.P1 - DIFFERENTIAL

PRESSURE MONITOR, REF. TO

MECH.

08 71 13.A01 - AUTOMATIC

DOOR OPERATOR, REF

ELECTRICAL

X RAY IN USE LAMP. REF TO

ELECTRICAL AND QH SERIES

DOOR SIGNAGE, REF. AG603

IN-WALL BACKING OR BRACING, REFER TO SHEETS AG901-AG906

LEGEND

08 10 00 - DOORS AND

FRAMES

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH

23 50 00.T1 - THERMOSTAT,

REF TO MECH.

N

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH

26 05 33.B1 - J-BOX, REF TO

ELECTRICAL

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

GE008

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH

26 05 33.R1 - RACEWAY, REF

TO ELECTRICAL

P A

N E

L C

E X

E A

N

GE008

09 65 13.A01 - RESILIENT BASE

09 91 00.A1 - PAINT FINISH

F0465

06 10 00.A1 - SOLID SURFACE

COUNTERTOP

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REVISIONS: DATE:NO.

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BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

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08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

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65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AE703

INTERIOR ELEVATIONS

JM / JT RA / LL

1/4" = 1'-0"

CARDIO CATH LAB II 4354 - NORTH

1/4" = 1'-0"

CARDIO CATH LAB II 4354 - EAST

1/4" = 1'-0"

CARDIO CATH LAB II 4354 - SOUTH

1/4" = 1'-0"

CARDIO CATH LAB II 4354 - WEST

1/4" = 1'-0"

CONTROL ROOM 4355 - NORTH

1/4" = 1'-0"

CONTROL ROOM 4355 - EAST

1/4" = 1'-0"

CONTROL ROOM 4355 - SOUTH

1/4" = 1'-0"

CONTROL ROOM 4355 - WEST

1/4" = 1'-0"

CORRIDOR 4306 / DOOR ALCOVE - A

1/4" = 1'-0"

CORRIDOR 4306 / DOOR ALCOVE - C

1/4" = 1'-0"

CORRIDOR 4306 / DOOR ALCOVE - D

KEYNOTES

02 41 00.C62 EXISTING WINDOW TO REMAIN, PROTECT IN PLACE

06 10 00.A1 SOLID SURFACE COUNTERTOP

08 10 00 DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 13.A01 AUTOMATIC DOOR OPERATOR, REF ELECTRICAL

09 22 16.A1 NON-STRUCTURAL METAL FRAMING BACKING

09 65 13.A01 RESILIENT BASE

09 65 13.D01 COVE TRIM

09 91 00.A1 PAINT FINISH

10 26 00.A1 WALL GUARD, STAINLESS STEEL

10 26 00.A3 CORNER GUARD, RESILIENT

10 26 16 BUMPER GUARDS

22 40 00.F1 ZONE VALVE BOX

23 37 00.A1 DIFFUSER, REF. TO MECH

23 50 00.H1 HUMIDISTAT, REF TO MECH.

23 50 00.P1 DIFFERENTIAL PRESSURE MONITOR, REF. TO MECH.

23 50 00.T1 THERMOSTAT, REF TO MECH.

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 33.B1 J-BOX, REF TO ELECTRICAL

26 05 33.R1 RACEWAY, REF TO ELECTRICAL

26 10 00.A2 UV DISINFECTING LIGHT FIXTURE

26 20 00.E1 EMERGENCY POWER SHUT OFF, REF. TO ELEC.

1/4" = 1'-0"

CORRIDOR 4366A - NORTH

1/4" = 1'-0"

EQUIPMENT RM 4366 - NORTH

1/4" = 1'-0"

EQUIPMENT RM 4366 - EAST

1/4" = 1'-0"

EQUIPMENT RM 4366 - SOUTH

1/4" = 1'-0"

EQUIPMENT RM 4366 - WEST

F.F.

TYPE ATYPE B

WIDTH

H E

IG

H

T

ARMOR PLATE, TYP.

H E

IG

H

T

WIDTHWIDTH

H E

IG

H

T

TYPE C

100 SQUARE INCHES

MAXIMUM

6"

6"

F.F.

TYPE ATYPE B

2"

2"

ABBREVIATIONS AND LEGEND

AL ALUMINUM

BLK BLACK PAINT

BR BRACKET

CL CLEAR

ETR EXISTING TO REMAIN - V.I.F.

HM HOLLOW METAL - 12 GAUGE

KD KNOCK-DOWN

ME MATCH EXISTING - BID / ISSUE, V.I.F.

PT PAINT - COLOR PER SPEC

SC SOLID CORE WOOD

ST STAINED - PER SPEC

T TEMPERED GLASS

UC UNDERCUT DOORS 3/4"

VB VERTICAL BLINDS

F.F.

25' - 1" R.O.

R .O

2"

EQ 2" EQ 2" EQ 2" EQ 2" EQ 2" EQ 2" EQ

2"

GL1

AG601

AG601

AG601

GL3

CURB

AEXISTING

TYPE E

(E) LEAD LINED GLASS WINDOW

GL2

(EXISTING)

V.I.F.

X

V .I .F

Y

V .I .F

Z

AS SCHEDULED

A S

S C

H E

D U

L E

D

AG601

AG601

LV1

GLASS TYPE

GL1 DOUBLE PANE INSULATED

GL2 LAMINATED & LEAD LINED

GL3 SPANDREL GLASS DOUBLE PANE INSULATED

GL4 SINGLE PANE

PER SPECIFICATIONS 08 80 00

ALUMINUM STOREFRONT, -

ARCADIA AFG451T SYSTEM

METAL SHIM

CONTINUOUS BACKER

ROD AND SEALANT

EXTERIOR INTERIOR

1" INSULATED GLAZING

#4 CONT. REBAR

CONC. CURB

1/2" THREADED ROD AT

12" O.C. W/ SIMPSON

"SET-UP" EPOXY ADHESIVE

AND 2 3/4" EMBEDMENT

6"

(E) CONC. SLAB

TO REMAIN

LATEX MASTIC

DECK TOPPING AS

REQUIRED

FINISH

FLOORING

RUBBER BASE

/4

3/ 4"

M

IN

24 GA. GALV. METAL

FLASING W/ CONT.

SEALANT

NUT, FASTEN

PER STRUCTURAL

EXTERIOR INTERIOR

DOOR AND FRAME AS

SCHEDULED

SADDLE TYPE

THRESHOLD

FINISH FLOORING

/2

FINISH FLOORING

ALUMINUM

STOREFRONT,

ARCADIA AFG451T OR EQUAL

24 GA. METAL FLASHING,

TOP & BOTTOM TYP. 3

/8

BATT INSULATION

MOISTURE BARRIER OVER

1/2" EXTERIOR GRADE

SHEATHING.

CONTINUOUS BACKER

ROD AND SEALANT

EXTERIOR

1"

STUD FRAMING

7/8" STUCCO O/ METAL LATH O/ 1/2"

EXTERIOR GRADE SHEATHING.

8"

AXIOM

BOTTOM TRIM

PER FINISH SCHEDULE

CHANNEL MOLDING

ACT/DRYWALL

GRID SYSTEM

ATTACH TO STRUCTURE

PER DETAIL

AXIOM PERIMETER

TRIM 6"

#12 HANGER WIRE

METAL FRAMING

BOXED HEADER,

PER AG902

AXTBC

ROLLER SHADE

MECHO #4158 OR EQUAL

EXISTING STRUCTURE

PER PLAN

/18 XXXXX

INTERIOR

J-MOLD

PER PLAN

SOUND INSULATION

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

(BOTH SIDES) U.N.O., REFER

TO WALL TYPES

DOOR JAMB, REFER TO

9H / AG102

HOLLOW METAL DOOR

FRAME

METAL DOOR CLIPS

ANCHORED TO STUDS AND

FRAME (3 EACH PER JAMB)

SOUND INSULATION

DOOR JAMB, REFER TO

9H / AG102

SELF ADHESIVE SEAL

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

EACH SIDE

LEAD LINING IN HOLLOW

METAL DOOR FRAME

LEAD LINED DOOR, SEE

SCHEDULE AND SPECS

SOUND INSULATION

DOOR JAMB,

REFER TO

SELF ADHESIVE SEAL

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

EACH SIDE

LEAD LINED HOLLOW METAL

DOOR FRAME

LEAD LINED DOOR, SEE

SCHEDULE AND SPECS

/12 AG901

SOUND INSULATION

DOOR JAMB, REFER TO

METAL DOOR CLIPS

ANCHORED TO STUDS AND

FRAME (3 EACH PER JAMB)

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

(BOTH SIDES) U.N.O. REFER

TO WALL TYPES

HOLLOW METAL DOOR FRAME

1 3/4" THICK HOLLOW

METAL DOOR

/2

SELF-ADHESIVE SEAL

ENGINEERED CEMENT

WHERE OCCURS

DOOR FRAME @ JAMB BEYOND

JAMB BEYOND, REFER

TO DOOR SCHEDULE

DOOR REFER TO

DOOR SCHEDULE

(E) FLOORING - PATCH

AND REPAIR AS

NECESSARY

LEAD-LINED DOOR,

SEE SCHEDULE & SPECS

EPOXY FLOORING

SYSTEM

LEAD-LINED THRESHOLD

W/ EXPANSION ANCHORS

WORKROOM CATH LAB /

EXAM ROOM

EXTERIOR

(E) SHEATHING AND

STUDS TO REMAIN

ANCHOR AND SHIM

ALUMINUM

STOREFRONT

CONTINUOUS

BACKER ROD

AND SEALANT

(EACH SIDE)

REMOVE (E) CEMENT

PLASTER, LATH &

VAPOR BARRIER

AS REQUIRED

PATCH AND REPAIR

MOISTURE BARRIER, LATH

AND PLASTER TO

STOREFRONT

(E) CEMENT PLASTER

TO BE REMOVED

(E) CONC.

CURB

(E) SUPPORT

BRACKET FOR

FLASHING

(E) PORCELAIN ENAMEL

METAL FLASHING

3/8" "Ø x 2" EMBED.

HILTI KB TZ @ 32" O.C.,

CLIP TO ANGLE

L8x4x1/2" LLH

FLASHING TO MATCH

LOUVER AND ENAMEL

METAL

STORM RESISTANT

VERTICAL LOUVER

GRILL, PAINTED TO

MATCH ENAMEL METAL

MECHANICAL EXHAUST

PLENUM. SEE

MECHANICAL DRAWINGS

(E) TRUSS VERTICAL &

DIAGONAL ANGLES

WHERE OCCUR

(E) PORCELAIN ENAMEL

METAL PANEL BEYOND

(E) CONC.

SLAB

5TH FLR.

INTERSTITIAL

MECHANICAL RM.

MIN.

3"

(E) PORCELAIN ENAMEL

METAL PANEL BEYOND

MECHANICAL EXHAUST

PLENUM. SEE

MECHANICAL DRAWINGS.

(E)TRUSS VERTICAL &

DIAGONAL ANGLES

WHERE OCCUR

STORM RESISTANT

VERTICAL LOUVER GRILL,

PAINTED TO MATCH ENAMEL

COUNTER FLASHING

SEALANT

L7x4x3/8" LLH WELDED TO

TRUSS VERTICALS, PAINT

EXPOSED SURFACES

3/8" "∅ THRU BOLT @ 48"

O.C., CLIP TO ANGLE

(E) PORCELAIN ENAMEL

METAL FLASHING

(E) PLASTER CEMENT

SOFFIT

(E) 3/8" PLATE

MECHANICAL ROOM

CONCRETE O/

METAL DECK

WHERE OCCURS

<7x4 TO (E) TRUSS

VERTICAL & DIAGONAL1/4" 2

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VA FORM

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E

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ISSUE DATE CHECK BY DRAWN BY

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08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

AG601

DOOR, WINDOW & LOUVER SCHEDULES

JM / JT RA / LL

DOOR SCHEDULE

ROOM NAME

ROOM

CODE

DOOR

NUMBER

DOOR

TYPE

FIRE

RATING

DIMENSIONS DOOR FRAME

GLAZING

DETAILS PANIC

HARDWARE

HARDWARE

SET

NOTES

HEIGHT WIDTH THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL

SEMI-RESTRICTED CORRIDOR

4000 B

20 MIN

7' - 0" 3' - 6" 0' - 1 3/4" STEEL PT HM PT GL4 18/AG601 19/AG601

20/AG601

Yes

PER VA DESIGN

GUIDE

PAC CENTER OFA07 4350 B 20 MIN 7' - 0" 3' - 6" 0' - 1 3/4" HM PT HM PT GL4 18/AG601 19/AG601 20/AG601 No 3G

LOCKER (LR002) LR002 4351 A 20 MIN 7' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No 2

SEMI-RESTRICTED CORRIDOR 4352A A 20 MIN 7' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No SH-4

LOCKER (LR002) LR002 4352B A 20 MIN 7' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No SH-4

SEMI-RESTRICTED CORRIDOR 4353 B 20 MIN 7' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT GL4 18/AG601 19/AG601 20/AG601 No 3G

CARDIO CATH LAB 2 (XCCE1) XCCE1 4354A C 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT GL2 22/AG601 23/AG601 24/AG601 10H, 4K LEAD LINED

CARDIO CATH LAB 2 (XCCE1) XCCE1 4354B C (PAIR) 20 MIN 7' - 0" 6' - 0" 0' - 1 3/4" HM PT HM PT GL2 22/AG601 23/AG601 24/AG601 10H, 4Q LEAD LINED

CONTROL ROOM CARDIO CATH LAB 2 (ORHC1) ORHC1 4355 C 7' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT GL4 18/AG601 19/AG601 20/AG601 4Q

SEMI-RESTRICTED CORRIDOR 4356A A 45 MIN 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No SH-3C

CLEAN LINEN (SRSE1) SRSE1 4356B A 45 MIN 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No SH-3C

CLEAN UTILITY (UCCL1) UCCL1 4358A A 45 MIN 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No SH-3C

CLEAN ROOM (ANCW2) ANCW2 4358B B 45 MIN 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT GL4 18/AG601 19/AG601 20/AG601 No SH-3C

CORRIDOR 4366 A 45 MIN 7' - 0" 4' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 No 4Q

INTERSTITIAL i4001 A 45 MIN 5' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 INTERSTITIAL

INTERSTITIAL i4004 A 45 MIN 5' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 INTERSTITIAL

INTERSTITIAL i4005 A 45 MIN 5' - 0" 3' - 0" 0' - 1 3/4" HM PT HM PT 18/AG601 19/AG601 20/AG601 INTERSTITIAL

1/4" = 1'-0"

STOREFRONT TYPES

1/4" = 1'-0"

WINDOW AND LOUVER TYPES

WINDOW & LOUVER SCHEDULE

WINDOW

TYPE

DIMENSION WINDOW FRAME

FIRE RATING NOTES

HEIGHT WIDTH MATERIAL FINISH MATERIAL FINISH

B 5' - 9" 3' - 0" - FF HM FF NON-RATED

B 5' - 9" 3' - 0" - FF HM FF NON-RATED

E 3' - 7" 8' - 4" GL2 FF HM SG NON-RATED

LEAD LINED,

PROTECT IN PLACE

3" = 1'-0"

EXTERIOR STOREFRONT SILL @ CONCRETE CURB

3" = 1'-0"

DOOR THRESHOLD

3" = 1'-0"

EXTERIOR STOREFRONT HEAD

3" = 1'-0"

DOOR HEAD

3" = 1'-0"

DOOR HEAD - LEAD LINED

3" = 1'-0"

DOOR JAMB - LEAD LINED

3" = 1'-0"

DOOR JAMB

3" = 1'-0"

RESILIENT / EPOXY FLOOR DOOR THRESHOLD

3" = 1'-0"

STOREFRONT JAMB

1 1/2" = 1'-0"

LOUVER HEAD

1 1/2" = 1'-0"

LOUVER SILL

FECFEC

FEC

GENERAL NOTES

1. THE ONLY FLOOR SYSTEM COMPATIBLE WITH THE GE DISCOVERY IGS EQUIPMENT IS THE

"MONOPUR 4+3" MONOLITHIC CONDUCTIVE FLOORING SYSTEM. WHICH MUST BE INSTALLED BY A

CERTIFIED APPLICATOR.

CONTACT LOCAL GE REPRESENTATIVE FOR THE LIST OF CERTIFIED APPLICATORS.

THE EXISTING CONCRETE SLAB SHALL BE PREPARED BASED ON MANUFACTURER'S INSTRUCTIONS.

THE FINISHED FLOOR SURFACE SHALL MEET THE FOLLOWING SPECIFICATIONS:

A. LEVELNESS 1MM/ M.B. FLATNESS 3MM/ M. SEE GE DRAWINGS S-1 NOTE 7.

SEE SPECIFICATION SECTION 09 67 23.30 FOR MORE INFORMATION.

2. PRODUCTS LISTED ARE FACILITY STANDARDS USED AS BASIS OF DESIGN ONLY. ALL PRODUCTS LISTED OR EQUIVALENT SHALL BE SUBMITTED TO VA FOR SELECTION AND APPROVAL PRIOR TO

PURCHASE AND INSTALLATION.

3. PAINT WALLS & CEILINGS P-01 U.N.O.

4. PAINTED WALLS SHALL RECEIVE EGGSHELL FINISH.

5. PAINTED CEILINGS SHALL RECEIVE A SEMI-GLOSS FINISH.

6. SHEET FLOORING SEAMS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION.

7. SOLID SURFACE COUNTER TO BE DARK GREY FINISH OR AS APPROVED BY VA COR.

8. FOR NUMBERS IN PARENTHESIS IN FINISH SCHEDULE, I.E., (7), SEE CORRESPONDING ITEMS BELOW:

(7) CERAMIC TILE/PORCELAIN TILE/QUARRY TILE/SOLID SURFACING/ RESINOUS FLOORING-WALL-

BASE APPLICATION OVER CONCRETE BACKER BOARD

(54) PROVIDE WALL GUARDS AND/OR BUMPER WHERE MOBILE CARTS AND/OR MOBILE

EQUIPMENT ARE UTILIZED.

(74) AT RENOVATION WHERE PT IS NOT AN APPLICATION FOR DRAIN (IF REQUIRED) RESINOUS

POURED FLOOR MAY BE USED.

7 8 9 9.5

O

N.5

N

N.25

WORK ROOM

CLEAN UTILITY

(UCCL1)

SHOWER

(TSSF1)

LO…