W912PL-20-R-0004_Plans_SCICLC_Solicitation_VOL2G_Part3.pdf

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PART B

SEE DRAWING EP105B

PART A

SEE DRAWING EP105A

PART C

SEE DRAWING EP105C

PART B

SEE DRAWING EP105B

PART D

SEE DRAWING EP105D

PART C

SEE DRAWING EP105C

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C. IGNACIO

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(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

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.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ELECTRICAL OVERALL ROOF PLAN

EP106

664-401

07/19/2019

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

ROOF OVERALL POWER PLAN

KEY PLAN

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NO. C-28367

DAVID HUNT

Solicitation Number: W912PL20R0004

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RSEQHDB-2

26-EF3

26-EF5

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PART B

SEE DRAWING EP105B

PART A

SEE DRAWING EP105A

Exp. 6-30-2021

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(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

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B

A

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E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ROOF POWER PLAN - AREA A

EP106A

664-401

07/19/2019

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

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

ROOF POWER PLAN - AREA A

CONNECT TO RECEPTACLE OUTLET AT AHU'S AREA BRANCH CIRCUIT 4SNLP1-26.1COORDINATE WITH MECHANICAL FOR EXACT EQUIPMENT LOCATION PRIOR TO ROUGH-IN.1.

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1.2

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18.1

17.1

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7.2

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11.6

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EP403

RNEQHDB2-11

26-FCU6.1

PART B

SEE DRAWING EP105B

PART A

SEE DRAWING EP105A

PART C

SEE DRAWING EP105C

PART B

SEE DRAWING EP105B

A

C

D

N

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Exp. 6-30-2021

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C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

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L o c a l F il e s \V

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E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ROOF POWER PLAN - AREA B

EP106B

664-401

07/19/2019

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

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

ROOF POWER PLAN - AREA B

S

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NO. C-28367

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6.9

7.9

B.9

E.2

F.1

18.1

19.1

17.1

19.2

18.2

E.3

E.4

8.2

7.3

7.2

6.7

A.4

1.8

20.1

11.6

5.1

7.6

6.10

CD

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CC

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26-EF8

26-EF2

26-EF1

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RNEQHDB2-6

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PART C

SEE DRAWING EP105C

PART B

SEE DRAWING EP105B

A

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D

N

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Exp. 6-30-2021

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R E

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TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

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P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ROOF POWER PLAN - AREA C

EP106C

664-401

07/19/2019

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

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

ROOF POWER PLAN - AREA C

CONNECT TO RECEPTACLE AT AHU'S AREA (ROOF) BRANCH CIRCUIT 4NNLP1-20.1

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NO. C-28367

C

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FEC

(35)

(69)

(22) AR#3= 21x6 =

126 MOD

3 5 9 11

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137.1 8.1

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2.9

4.9

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L.1

U.1

11.2

13.1

13.2

11.4

8.37.87.4

P.1

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11.6

10.2

8.5

3.21.1

PART B

SEE DRAWING EP108

PART A

SEE DRAWING EP107

A

C

D

N

B

A

C

D

N

B

Exp. 6-30-2021

E

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Lic. E16934

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PRO ESS IONA

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R E

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T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

:4

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ELECTRICAL ROOF PHOTOVOLTAIC

PLAN - AREA A & B

EP107

664-401

07/19/2019

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

PHOTOVOLTAIC ROOF PLAN - AREA A & B

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

REFER TO SHEETS EP602 AND EP603 FOR

PHOTOVOLTAIC SINGLE LINE AND CONNECTION POINT.

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NO. C-28367

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FEC

F E

C

FD

FD

FD

(16)

(104)

(104)

AR#2 = 13x8 =

104 MOD

AR#1 = 20x6 =

120 MOD

A

C

D

N

B

A

C

D

N

B

17 18 19

C

C

A

A

K

H

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A.0

3.9

4.5

6.9

7.9

B.9

E.2

F.1

18.1

19.1

17.1

19.2

18.2

E.3

E.4

8.2

7.3

7.2

6.7

A.4

1.8

20.1

11.6

5.1

7.6

6.10

C8

C8C7

CA

CA

CC

CC

C1 C5C4 C6

16.1

PV INVERTER ENCL.

PV DISC. SWITCH

PART C

SEE DRAWING EP106C

PART B

SEE DRAWING EP106B

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

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PRO ESS IONA

L

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I N E

E R

R E

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IS

T E R

E N

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TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

:5

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ELECTRICAL ROOF PHOTOVOLTAIC

PLAN - AREA B & C

EP108

664-401

07/19/2019

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

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

PHOTOVOLTAIC ROOF LAYOUT - AREA B & C

REFER TO SHEETS EP602 AND EP603 FOR

PHOTOVOLTAIC SINGLE LINE AND CONNECTION POINT.

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NO. C-28367

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TW

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B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

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B

B

B

B

B B B B B B B B B B B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B B

B B

B B

B

B B

B B

B

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A

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A

A

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AA

A

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A

A

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A

A

A

A

A

A A A

A

A

A

A A

A

A

A

D

D

D

D

D

D D D D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D D

D D

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A

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A C

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G

THIS DRAWING IS INTENDED FOR USE AS A CONSTRUCTION

DOCUMENT. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO

CONSTRUCTION.

GENERAL CONSTRUCTION NOTES

TYPICAL BODIES OF CONDUCTANCE AS NOTED BELOW. USE

FULL SIZE CONDUCTOR AND APPROPRIATE FITTING SHOWN FOR

CONNECTION.

(PLUMBING STACK) REQUIRES BONDING WITH MAIN SIZE CABLE

ONLY IF WITHIN 6'-0" (1,828mm) OF LIGHTNING PROTECTION

SYSTEM.

TYPICAL BODIES OF INDUCTANCE AS NOTED BELOW. USE

SECONDARY SIZE (SMALLER) CONDUCTOR AND APPROPRIATE

FITTING SHOWN FOR CONNECTION.

BONDING CONNECTIONS AND FITTINGS SHOWN ARE TYPICAL

EXAMPLES. MAKE ALL CONNECTIONS REQUIRED TO MEET

CODES AS NOTED BELOW. ADJUST FITTING TYPE AS REQUIRED

TO SUIT FIELD CONDITIONS.

GENERAL BONDING NOTES

GENERAL INSTALLATION NOTES

LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO ENSURE

THAT ALL POINTS ARE WITHIN 2'-0" (609mm) OF OUTSIDE

BUILDING EDGE, OUTSIDE CORNERS, RIDGE ENDS, AND THAT

MAX SPACING DOES NOT EXCEED 20'-0" (6,096mm), AND

THAT MIN PROJECTION ABOVE OBJECT PROTECTED IS 10"

(254mm); POINTS PROJECTING 24" (609mm) MAY BE SPACED

@ 25'-0" (7,520mm) MAX.

MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN

CONDUCTOR. ENSURE THAT ALL BENDS HAVE AT LEAST AN 8"

(203mm) RADIUS AND DO NOT EXCEED 90 DEGREES.

GROUND ROD ELECTRODES SHALL BE INSTALLED AS SHOWN,

BUT IN NO INSTANCE SHALL THEY BE LESS THAN 1'-0"

(304mm) BELOW GRADE AND 2'-0" (609mm) FROM

FOUNDATION WALL. DRIVEN RODS SHALL PENETRATE THE EARTH

AT LEAST 10'-0" (3,048mm).

BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS

SHOWN AND AS REQUIRED BY CODE.

MAIN SIZE LIGHTNING CONDUCTOR BONDED TO MAIN GROUND

BUS FIELD VERIFY LOCATION 1 1/4" CONDUIT FOR ACCESS,

INSTALLED BY OTHERS. INTERCONNECT LIGHTNING PROTECTION

GROUND TO TELEPHONE AND OTHER BUILDING GROUND

SYSTEMS LOCATION FIELD DETERMINED OR AS REQUIRED BY

CODE.

LB'S AND SIMILAR CONDUIT BODIES MAY NOT BE USED IN THE

INSTALLATION OF DOWNLEAD CONDUITS, AS THEY DO NOT

ADHERE TO THE REQUIRED 8" (203mm) MINIMUM BEND

RADIUS.

SYSTEM SHALL BE INSTALLED AS SHOWN TO ENSURE PROPER

CODE COMPLIANCE AND SYSTEM CERTIFICATION. ANY MAJOR

VARIANCE SHALL BE RESUBMITTED FOR APPROVAL.

ALL MATERIALS TO BE UNDERWRITER'S LABORATORIES

APPROVED WITH APPROPRIATE UL96 MARKINGS.

FINAL SYSTEM INSPECTION AND QUALITY CONTROL

A) THE CONTRACTOR SHALL FURNISH AN LPI-IP

CERTIFICATE OR A UL CERTIFICATE UPON COMPLETION

OF THE INSTALLATION.

C) AS-BUILT DRAWINGS SHALL BE COMPLETED AND

STAMPED BY AN LPI CERTIFIED MASTER DESIGNER -

INSTALLER OF LIGHTNING PROTECTION SYSTEMS.

D) FINAL INSPECTION REPORT - A FINAL INSPECTION AND

INSPECTION REPORT SHALL BE COMPLETED BASED ON

ANSI/TIA/EIA 607, NEC, NFPA 780, AND UL96A

INDUSTRY STANDARDS AS APPLICABLE. THE SCOPE OF

THE INSPECTION AND REPORT SHALL INCLUDE;

a. TEST AND EVALUATION OF THE GROUNDING SYSTEM.

RECORD FINAL SYSTEMS TO GROUND RESISTANCE

LEVEL.

b. EVALUATION AND TESTING OF THE INTERNAL

BONDING AND GROUNDING SYSTEMS.

c. EVALUATION AND TESTING OF EQUIPMENT

GROUNDING.

d. EVALUATION OF AC SURGE SUPPRESSION

INSTALLATION.

e. EVALUATION OF TELCO SURGE SUPPRESSION

INSTALLATION.

f. COPY OF THE LPI-IP OR UL LIGHTNING

PROTECTION CERTIFICATION.

g. FINAL AS-BUILT REVIEW AND SUBMISSION.

E) REPORT SHALL INCLUDE DETAILED REPORTING AND

TEST RESULTS WITH CORRESPONDING PHOTOS OF EACH

EVALUATION CATEGORY.

LEGEND

AIR TERMINAL

MECHANICAL CONNECTION

MISC. BONDING

THRU-ROOF CONNECTION

GROUND BAR

COPPER CLAD GROUND ROD WITH

EXOTHERMIC WELD CONNECTION

ELECTROLYTIC GROUND ROD

XB36FTTW, TEST WELL

WITH GROUND BAR

ATTACH ALL EXPOSED ROOF, DOWN LEAD AND BONDING

CABLES AT 3'-0" (914mm) ON CENTER MAX. VERIFY

COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF WITH

ROOFING CONTRACTOR TO ASSURE COMPATIBILITY THAT BOTH

ROOFING AND LIGHTING PROTECTION SYSTEM CONTRACTORS

ARE ABLE TO WARRANTY THE ENTIRE INSTALLATION.

B) CERTIFICATION REQUIRED BY THE

MANUFACTURER AND THE CONTRACTOR AS PER

SPECIFICATION 26 41 00 , 1.4 (2a&b). UL CERTIFICATION

REQUIRED, BY UL REPRESENTATIVE PER

SPECIFICATION 26 41 00 , 1.4 (2c) AFTER COMPLETION

OF THE INSTALLATION, WITHOUT VARIATION.

#1/0 CU

#2 CU.

#1/0 (AL)

GR

GR

GR

GR

GR

GR

GR

GR

GR

EG

G G

G

G

G

D ISTANCE SHO W N FO R

C LARITY, EXACT RO UTINGO F CO UNTERPO ISE TOB E FIEL D DETE RM INED

D ISTANCE SHO W N FO R

C LARITY, EXACT RO UTINGO F CO UNTERPO ISE TOB E FIEL D DETE RM INED

EL. ±66'-0"

EL. ±71'-0"

EL. ±71'-0"

EL. ±71'-0"

EL. ±71'-0"

EL. ±71'-0"

EL. ±71'-0"

EL. ±66'-0"

EL. ±66'-0"

EL. ±66'-0"

EL. ±66'-0"

EL. ±82'-0"

EL. ±82'-0"

AREA FALLS

UNDER A ZONE

OF PROTECTION

AREA FALLS

UNDER A ZONE

OF PROTECTION

AREA FALLS

UNDER A ZONE

OF PROTECTION

EL. ±82'-0"

BURY 1'-6" MIN. BELOW

FINISHED GRADE & 3'-0" MIN.

FROM FOUNDATION WALL, TYP.

CONDUCTORS IN ACCESSIBLE

AREAS TO BE COURSED BELOW

FLOORING SYSTEM, TYP.

CONDUCTORS IN ACCESSIBLE

AREAS TO BE COURSED BELOW

FLOORING SYSTEM, TYP.

BURY 1'-6" MIN. BELOW

FINISHED GRADE & 3'-0" MIN.

FROM FOUNDATION WALL, TYP.

EL. ±82'-0"

3 3

EL. ±66'-0"

EL. ±66'-0"

EL. ±82'-0"

EL. ±82'-0"

EL. ±82'-0"

EL. ±66'-0"

TEST WELL, MAKE CONNECTIONS TO

ELECTROLYTIC GROUND ROD, LIGHTNING

PROTECTION SYSTEM AND MAIN GROUND

BAR, IN MAIN ELECTRICAL ROOM, EXACT

LOCATION OF MAIN ELECTRICAL ROOM TO

BE FIELD DETERMINED

EL. ±96'-0"

EL. ±71'-0"

EL. ±82'-0"

EL. ±66'-0"

EL. ±66'-0"

3EL. ±82'-0"

EL. ±82'-0"

EL. ±66'-0"

EL. ±66'-0"

EL. ±66'-0"

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

:0

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ROOF LIGHTNING PROTECTION PLAN

EP109

664-401

07/19/2019

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

DAVID HUNT

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

ROOF LIGHTNING PROTECTION PLAN

SCALE:

SCALE:SCALE: SCALE:

'-0

'-0

5' -4

8'

-0

8' -0

8'

-0

8' -0

8'

-0

5' -3

/2

1/ 2"

3' -0

2'-0" 5'-11 3/4"

'-0

'-0

'-0

'-0

'-8

'-4

2' -5

'-4

3' -0

3/

4" U

N

IT

IZ

E

D C

U R

T A

IN

W

A

LL

S Y

S T

E M

P E

R A

E

'-0

/4

'-1

0"

6"

'-0

'-0

'-0

'-0

'-0

'-0

'-4

2'

-5

3/

4"

U N

IT

IZ

E D

C U

R T

A

IN

W A

LL

S

Y S

T E

M P

E R

A E

3/ 4"

3' -0

'-0

'-0

'-0

'-0

'-0

'-0

8' -4

8'

-0

8' -0

8'

-0

1' -8

'-8

'-4

6' -4

8'

-0

8' -0

8'

-0

8' -0

8'

-0

6' -4

8'

-0

'-8

AIR TERMINAL (TYPICAL) AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

03 30 00.B1 CONCRETE CURB WITH GALVANIZED SHEET

METAL FLASHING

07 40 00.A1 FORMED ALUMINUM PANEL

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

07 71 00.B4 REFER TO DETAIL 7/AE501 FOR EXTERIOR

WALL PENETRATION DETAIL

08 41 13.A5.1 STOREFRONT THERMAL OFFSET HUNG

1-5/16” GLASS (2”X4.5”)

08 44 13.A1 GLAZED ALUMINUM CURTAIN WALL -

UNITIZED SYSTEM

08 44 13.A7 ALUMINUM PANEL - WITH INSULATED

ALUMINUM BACK PAN

08 44 13.B1 GLAZED ALUMINUM CUSTOM WINDOW

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 80 00.F6.1 (IG-2B) 1 5/16” VRE1-67 INSULATED

LAMINATED (VLT 56%, SHGC 0.36)

08 80 00.F7.1 (IG-1B) 1 5/16” VRE1-38 INSULATED

LAMINATED (VLT 35%, SHGC 0.23)

09 30 13.A1 PORCELAIN TILE TEXTURED (18” X 36” X 3/8”)

40% RECYCLED CONTENT

1/8" = 1'-0"

ELEVATION - 1 (SOUTH)

1/8" = 1'-0"

ELEVATION - 2 (WEST)

1/8" = 1'-0"

ELEVATION - 3 (NORTH)

1/8" = 1'-0" 2A

ELEVATION - 2A (SOUTH)

5A104B

5A21

EW2 EW2

EW2 EW2

EW2EW2EW2EW2

EW2

EW2EW2EW2EW2EW2EW2EW2EW2EW2EW2

2A

METAL PANEL TO

CONTINUE AT CORNER.

AVOID ANY JOINT

WITHIN 1'-0" FROM THE

CORNER.

1. REFER TO AE600 SERIES DRAWINGS FOR UNITIZED CURTAIN WALL

SYSTEM TYPES.

2. REFER TO AE620 AND AE621 FOR EXTERIOR STOREFRONT TYPES.

3. REFER TO AE622 FOR EXTERIOR WINDOW TYPES.

4. REFER TO AE206 AND AE207 FOR PENTHOUSE ELEVATIONS.

5. REFER TO AE312 AND AE313 FOR METAL PANEL COURSING.

6. EXTERIOR FENESTRATION GLAZING SCHEDULE, UNLESS NOTED

OTHERWISE:

NORTH FACING FENESTRATION:

08 80 00.F6 = 1” VRE1-67, INSULATED (VLT 60%, SHGC 0.38)

08 80 00.F6.1 = 1 5/16” VRE1-67, INSULATED LAMINATED (VLT 56%, SHGC

0.36)

SOUTH FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

EAST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

WEST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

GLAZED GAURDAILS AT BALCONIES AND GREEN ROOF:

08 80 00.F4.1 = 1/2" LAMINATED BIRD DETERRENT GLASS-CATEGORY II

BLAST RESISTANCE FACADE SYSTEMS SHOULD BE BASED

ON THE 2007 VERSION OF THE VA MISSION CRITICAL

SECURITY STANDARDS

START POINT START POINT

START POINT

START POINT

START POINT

START POINT

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

08 44 13.A1

09 30 13.A1

08 44 13.B1

08 41 13.A5.1

07 40 00.A1

08 80 00.F4.1

08 80 00.F4.1

07 40 00.B1

08 80 00.F7.1

07 71 00.B4

08 44 13.A1

09 30 13.A1

08 44 13.B1

07 40 00.A1

08 44 13.B1

08 80 00.F4.1

03 30 00.B1

07 40 00.B1

08 44 13.A7

08 80 00.F7.1

08 80 00.F7.1

08 80 00.F7.1

08 44 13.B1

07 40 00.A1

08 44 13.B1

08 80 00.F4.1

07 40 00.B1

08 80 00.F6.1

08 80 00.F6.1

08 80 00.F6.1

08 44 13.B1

07 40 00.A1

08 80 00.F7.1

EW1EW1SF1 EW1EW1EW1EW1EW1EW1EW1EW1EW1EW1EW1 EW1 EW1 EW1

EW1EW1EW1

EW3EW4

EW3

EW3EW6EW6

EW7EW7EW7EW7EW7EW7EW7

EW7EW7EW7EW7EW7EW7EW7EW3

EW7 EW5

3 5 9 11 137.1 8.1 15.17.41.1

QM S.2Q.1 U.1P.11.22.94.96.8

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

SECOND FLOOR

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

:1

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP110

664-401

07/19/2019

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

SCALE:SCALE:

U N

IT

IZ

E D

C U

R T

A

IN

W A

LL

S

Y S

T E

M P

E R

A E

U N

IT

IZ

E D

C U

R T

A

IN

W A

LL

S

Y S

T E

M P

E R

A E

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

AIR TERMINAL (TYPICAL) AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

03 30 00.B1 CONCRETE CURB WITH GALVANIZED SHEET

METAL FLASHING

07 40 00.A1 FORMED ALUMINUM PANEL

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

07 40 00.C1 49 PERCENT OPEN ALUMINUM PROFILE

LOUVER

08 41 13.A5.1

STOREFRONT THERMAL OFFSET HUNG

1-5/16” GLASS (2”X4.5”)

08 44 13.A1 GLAZED ALUMINUM CURTAIN WALL -

UNITIZED SYSTEM

08 44 13.A3 VERTICAL OUTRIGGER - FOR GLASS FIN - 1’-6”

PROJECTION

08 44 13.B1 GLAZED ALUMINUM CUSTOM WINDOW

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 80 00.F4.2 1/2" LAMINATED CUSTOM COLOR INTERLAYER

GLASS-CATEGORY II

08 80 00.F7.1 (IG-1B) 1 5/16” VRE1-38 INSULATED

LAMINATED (VLT 35%, SHGC 0.23)

08 80 00.F8.1 (IG-3B) 1 5/16” VRE1-38 INSULATED

LAMINATED SILKSCREEN (VLT 18%, SHGC

0.15)

08 91 00 LOUVERS

09 30 13 CERAMIC / PORCELAIN TILING

09 30 13.A1 PORCELAIN TILE TEXTURED (18” X 36” X 3/8”)

40% RECYCLED CONTENT

1/8" = 1'-0"

ELEVATION - 6 (WEST)

1/8" = 1'-0"

ELEVATION - 4 (WEST)

1/8" = 1'-0"

ELEVATION - 5 (SOUTH)

SEE MECHANICAL

DRAWINGS

5 4

1. REFER TO AE600 SERIES DRAWINGS FOR UNITIZED CURTAIN WALL

SYSTEM TYPES.

2. REFER TO AE620 AND AE621 FOR EXTERIOR STOREFRONT TYPES.

3. REFER TO AE622 FOR EXTERIOR WINDOW TYPES.

4. REFER TO AE206 AND AE207 FOR PENTHOUSE ELEVATIONS.

5. REFER TO AE312 AND AE313 FOR METAL PANEL COURSING.

6. EXTERIOR FENESTRATION GLAZING SCHEDULE, UNLESS NOTED

OTHERWISE:

NORTH FACING FENESTRATION:

08 80 00.F6 = 1” VRE1-67, INSULATED (VLT 60%, SHGC 0.38)

08 80 00.F6.1 = 1 5/16” VRE1-67, INSULATED LAMINATED (VLT 56%, SHGC

0.36)

SOUTH FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

EAST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

WEST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

GLAZED GAURDAILS AT BALCONIES AND GREEN ROOF:

08 80 00.F4.1 = 1/2" LAMINATED BIRD DETERRENT GLASS-CATEGORY II

BLAST RESISTANCE FACADE SYSTEMS SHOULD BE BASED

ON THE 2007 VERSION OF THE VA MISSION CRITICAL

SECURITY STANDARDS

START POINT

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

08 44 13.A1

07 40 00.A1

08 80 00.F4.1

08 41 13.A5.1

09 30 13.A1

03 30 00.B1

08 44 13.B1

07 40 00.C1

08 91 00

08 80 00.F7.1

08 80 00.F7.1

08 44 13.A1

08 44 13.A3

07 40 00.A1

07 40 00.B1

08 80 00.F8.1

08 80 00.F8.1

08 80 00.F4.2

08 80 00.F4.2

03 30 00.B1

08 44 13.B1

09 30 13

07 40 00.A1

07 40 00.A1

08 80 00.F4.1

08 41 13.A5.1

07 40 00.C1

08 44 13.A1

SF3

EW8EW9

EW7

SF2

EW1EW1EW1

DBA.0 A.4

J LJ.5

4 6

3.8 7.26.10

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

SECOND FLOOR

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:3

:3

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP111

664-401

07/19/2019

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

'-0

'-0

'-0

'-0

'-0

'-0

'-0

3' -0

'-0

'-0

'-0

'-0

'-0

5' -4

8'

-0

8' -0

8'

-0

8' -0

8'

-0

5' -4

1' -8

'-6

/4

U N

IT

IZ

E D

C U

R T

A

IN

W A

LL

S

Y S

T E

M P

E R

A E

5' -4

8'

-0

8' -0

8'

-0

8' -0

8'

-0

3' -0

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

07 40 00.A1 FORMED ALUMINUM PANEL

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

07 40 00.C1 49 PERCENT OPEN ALUMINUM PROFILE

LOUVER

08 41 13.A5.1 STOREFRONT THERMAL OFFSET HUNG

1-5/16” GLASS (2”X4.5”)

08 44 13.A1 GLAZED ALUMINUM CURTAIN WALL -

UNITIZED SYSTEM

08 44 13.B1 GLAZED ALUMINUM CUSTOM WINDOW

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 80 00.F6.1 (IG-2B) 1 5/16” VRE1-67 INSULATED

LAMINATED (VLT 56%, SHGC 0.36)

08 80 00.F7.1 (IG-1B) 1 5/16” VRE1-38 INSULATED

LAMINATED (VLT 35%, SHGC 0.23)

08 91 00 LOUVERS

09 30 13.A1 PORCELAIN TILE TEXTURED (18” X 36” X 3/8”)

40% RECYCLED CONTENT

1/8" = 1'-0"

ELEVATION - 7 (NORTH)

1/8" = 1'-0"

ELEVATION - 8 (EAST)

1/8" = 1'-0"

ELEVATION - 9 (SOUTH)

EW12EW12

SEE MECHANICAL

DRAWINGS

1. REFER TO AE600 SERIES DRAWINGS FOR UNITIZED CURTAIN WALL

SYSTEM TYPES.

2. REFER TO AE620 AND AE621 FOR EXTERIOR STOREFRONT TYPES.

3. REFER TO AE622 FOR EXTERIOR WINDOW TYPES.

4. REFER TO AE206 AND AE207 FOR PENTHOUSE ELEVATIONS.

5. REFER TO AE312 AND AE313 FOR METAL PANEL COURSING.

6. EXTERIOR FENESTRATION GLAZING SCHEDULE, UNLESS NOTED

OTHERWISE:

NORTH FACING FENESTRATION:

08 80 00.F6 = 1” VRE1-67, INSULATED (VLT 60%, SHGC 0.38)

08 80 00.F6.1 = 1 5/16” VRE1-67, INSULATED LAMINATED (VLT 56%, SHGC

0.36)

SOUTH FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

EAST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

WEST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

GLAZED GAURDAILS AT BALCONIES AND GREEN ROOF:

08 80 00.F4.1 = 1/2" LAMINATED BIRD DETERRENT GLASS-CATEGORY II

BLAST RESISTANCE FACADE SYSTEMS SHOULD BE BASED

ON THE 2007 VERSION OF THE VA MISSION CRITICAL

SECURITY STANDARDS

STARTING POINT

STARTING POINTSTARTING POINT

START POINT

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

08 44 13.B1

07 40 00.A1

08 41 13.A5.1

08 80 00.F4.1

07 40 00.A1

09 30 13.A1

07 40 00.C1

07 40 00.C1

08 80 00.F6.1

08 80 00.F6.1

08 80 00.F4.1

08 80 00.F4.1

09 30 13.A1

09 30 13.A1

08 80 00.F4.1

07 40 00.A1

08 44 13.B1

08 41 13.A5.1

07 40 00.A1

08 91 00

08 80 00.F7.1

08 80 00.F4.1

08 44 13.A1

08 80 00.F4.1

07 40 00.A1

08 41 13.A5.1

EW1EW1

EW7

EW7 EW7

EW6 EW6 EW6 EW6 EW6 EW6 EW6

EW6 EW6 EW6 EW10 EW6

EW3EW6EW3EW3EW3 EW3EW3EW3

SF4

EW7

EW10

EW3

EW7EW7

EW3

EW7

EW7

EW7

121617181920 3.94.56.97.9 1.85.17.6

C AE.2F.1 E.4

14 18.1 19.117.1 20.116.1

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

PENTHOUSE PARAPET

82' - 0"

1ST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

BUILDING PARAPET

66' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

BUILDING PARAPET

66' - 0"

SECOND FLOOR

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

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ROFILACFO

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PRO ESS IONA

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E N G

I N E

E R

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T E R

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TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

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:3

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P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP112

664-401

07/19/2019

S

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REN.: 10-31-19

NO. C-28367

'-0

'-4

1' -0

2'

-8

4'-0"

2' -8

'-4

3' -0

5'

-4

8' -0

8'

-0

8' -0

8'

-0

8' -0

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

07 40 00.A1 FORMED ALUMINUM PANEL

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

08 41 13.A5.1 STOREFRONT THERMAL OFFSET HUNG 1-5/16”

GLASS (2”X4.5”)

08 44 13.B1 GLAZED ALUMINUM CUSTOM WINDOW

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 80 00.F6.1 (IG-2B) 1 5/16” VRE1-67 INSULATED LAMINATED

(VLT 56%, SHGC 0.36)

08 80 00.F7.1 (IG-1B) 1 5/16” VRE1-38 INSULATED LAMINATED

(VLT 35%, SHGC 0.23)

09 30 13.A1 PORCELAIN TILE TEXTURED (18” X 36” X 3/8”)

40% RECYCLED CONTENT

1/8" = 1'-0"

ELEVATION - 10 (EAST)

1/8" = 1'-0"

ELEVATION - 11 (NORTH)

1/8" = 1'-0"

ELEVATION - 12 (EAST)

3B134C 3B134D

2A155H2A155D 2A155G

T.O. SLAB

START POINT

START POINT

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

07 40 00.A1

08 41 13.A5.1

07 40 00.B1

08 80 00.F4.1

08 80 00.F7.1

08 80 00.F7.1

08 80 00.F7.1

07 40 00.A1

08 44 13.B1

08 41 13.A5.1

07 40 00.A1

08 80 00.F4.1

08 80 00.F4.1

07 40 00.A1

08 80 00.F6.1

08 80 00.F6.1

08 80 00.F6.1

08 44 13.B1

07 40 00.A1

08 41 13.A5.1

07 40 00.A1

08 80 00.F4.1

09 30 13.A1

08 80 00.F7.1

EW6EW6EW6EW6

EW6 EW7

SF10

SF13 SF13

EW7

EW3

EW3EW3

EW3

SF11

EW15

EW13EW13

SF12

SF12

K H F

R NU.2 S.1

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

ELEVATOR MACHINE ROOM

82' - 6"

BUILDING PARAPET

66' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

ROOF DECK

64' - 0"

BUILDING PARAPET

66' - 0"

FIRST FLOOR

0' - 0"

SECOND FLOOR

16' - 0"

THIRD FLOOR

32' - 0"

FOURTH FLOOR

48' - 0"

BUILDING PARAPET

66' - 0"

1ST FLOOR

0' - 0"

SECOND FLOOR

WALL AT DIFFERENT ANGLE

SKEWED WALL

SKEWED WALL

1. REFER TO AE600 SERIES DRAWINGS FOR UNITIZED CURTAIN WALL

SYSTEM TYPES.

2. REFER TO AE620 AND AE621 FOR EXTERIOR STOREFRONT TYPES.

3. REFER TO AE622 FOR EXTERIOR WINDOW TYPES.

4. REFER TO AE206 AND AE207 FOR PENTHOUSE ELEVATIONS.

5. REFER TO AE312 AND AE313 FOR METAL PANEL COURSING.

6. EXTERIOR FENESTRATION GLAZING SCHEDULE, UNLESS NOTED

OTHERWISE:

NORTH FACING FENESTRATION:

08 80 00.F6 = 1” VRE1-67, INSULATED (VLT 60%, SHGC 0.38)

08 80 00.F6.1 = 1 5/16” VRE1-67, INSULATED LAMINATED (VLT 56%, SHGC

0.36)

SOUTH FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

EAST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

WEST FACING FENSTRATION:

08 80 00.F7 = 1” VRE1-38 INSULATED (VLT 36%, SHGC 0.23)

08 80 00.F7.1 = 1 5/16” VRE1-38 INSULATED LAMINATED (VLT 35%, SHGC

0.23)

GLAZED GAURDAILS AT BALCONIES AND GREEN ROOF:

08 80 00.F4.1 = 1/2" LAMINATED BIRD DETERRENT GLASS-CATEGORY II

BLAST RESISTANCE FACADE SYSTEMS SHOULD BE BASED

ON THE 2007 VERSION OF THE VA MISSION CRITICAL

SECURITY STANDARDS

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

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ROFILACFO

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AI

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PRO ESS IONA

L

E N G

I N E

E R

R E

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T E R

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TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:0

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP113

664-401

07/19/2019

S

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REN.: 10-31-19

NO. C-28367

SCALE:SCALE:SCALE:

SCALE:SCALE:SCALE:

'-6

7' -6

7'-6"

'-6

'-6

'-0

T Y

P

4'-0"4'-0"

2' -6

4'-0"

2' -6

2' -6

3'-8" 3'-8 1/2" 4'-6 1/2"

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

07 40 00.A5 ALUMINUM COPING

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

07 40 00.C1 49 PERCENT OPEN ALUMINUM PROFILE

LOUVER

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 91 00 LOUVERS

SHEET KEYNOTES

KEY PLAN

1/8" = 1'-0"

ELEVATION - 16 (SOUTH)

1/8" = 1'-0"

17A

ELEVATION - 17A (WEST)

1/8" = 1'-0" 17B

ELEVATION - 17B (WEST)

1/8" = 1'-0"

19A

ELEVATION - 19A (NORTH)

1/8" = 1'-0" 19B

ELEVATION - 19B (NORTH)

1/8" = 1'-0"

ELEVATION - 20 (NORTH)

1/8" = 1'-0"

ELEVATION - 21 (NORTH)

1/8" = 1'-0"

ELEVATION - 22 (EAST)

1/8" = 1'-0"

ELEVATION - 23 (SOUTH)

1/8" = 1'-0"

ELEVATION - 24 (WEST)

ACCESS PANEL TO MATCH ADJACENT PROFILE

PANEL IN MATERIAL AND FINISH - SEE FLOOR

PLANS AND REFERENCED DETAIL

BEHIND,

SEE DETAIL AT AE522 AND

MECHANICAL DRAWINGS

BEHIND,

SEE DETAIL AT AE522 AND

MECHANICAL DRAWINGS

ACCESS PANEL TO MATCH ADJACENT PROFILE

PANEL IN MATERIAL AND FINISH - SEE FLOOR

PLANS AND REFERENCED DETAIL

ACCESS PANEL TO MATCH ADJACENT PROFILE PANEL

SYSTEM IN MATERIAL AND FINISH SEE FLOOR PLANS

BEHIND,

SEE DETAIL AT AE522 AND

MECHANICAL DRAWINGS

OPP.

HAND

TYP.

TYP.

17A 17B

19A 19B 21

08 80 00.F4.1

07 40 00.B1

08 91 00 07 40 00.C1

07 40 00.B1

07 40 00.A5

08 80 00.F4.1

07 40 00.A5

08 11 13

08 80 00.F4.1

07 40 00.B1

08 80 00.F4.1

08 91 00

07 40 00.C1

08 91 00

07 40 00.C1 07 40 00.B1

07 40 00.A5

07 40 00.B1

07 40 00.A5

07 40 00.B1

08 11 13

07 40 00.B1

07 40 00.A5

07 40 00.A5

07 40 00.A5

07 40 00.C107 40 00.C1

07 40 00.B1

08 91 00

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

ELEVATOR PARAPET

96' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

5 9 11 137.1 8.17.4

S

S

4.96.8

4.96.8

R

8J LH.9 J.5 L.1 M.1

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:0

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP114

664-401

07/19/2019

S

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T A

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CFO FILA

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REN.: 10-31-19

NO. C-28367

SCALE:SCALE:

SCALE:SCALE:SCALE:SCALE:

7'-6" 7'-6"

7' -6

7' -6

'-6

'-6

7' -6

'-0

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL)

AIR TERMINAL (TYPICAL) AIR TERMINAL (TYPICAL)

KEY

VALUE KEYNOTE TEXT

03 30 00.B1 CONCRETE CURB WITH GALVANIZED SHEET

METAL FLASHING

07 40 00.A5 ALUMINUM COPING

07 40 00.B1 36 INCH PROFILED ALUMINUM PANEL

07 40 00.C1 49 PERCENT OPEN ALUMINUM PROFILE

LOUVER

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 80 00.F4.1 1/2" LAMINATED BIRD DETERRENT

GLASS-CATEGORY II

08 91 00 LOUVERS

SHEET KEYNOTES

KEY PLAN

1/8" = 1'-0"

ELEVATION - 25 (SOUTH)

1/8" = 1'-0"

ELEVATION - 26 (WEST)

1/8" = 1'-0"

ELEVATION - 27 (NORTH)

1/8" = 1'-0"

ELEVATION - 28 (EAST)

1/8" = 1'-0"

ELEVATION - 29 (SOUTH)

1/8" = 1'-0"

ELEVATION - 30 (EAST)

1/8" = 1'-0"

ELEVATION - 31 (SOUTH)

1/8" = 1'-0"

ELEVATION - 32 (WEST)

1/8" = 1'-0"

ELEVATION - 33 (NORTH)

1/8" = 1'-0"

ELEVATION - 34 (EAST)

5A101 5A102

BEHIND,

SEE DETAIL AT AE522 AND

MECHANICAL DRAWINGS

ACCESS PANEL TO MATCH ADJACENT PROFILE

PANEL IN MATERIAL AND FINISH - SEE FLOOR

PLANS AND REFERENCED DETAIL

ACCESS PANEL TO MATCH ADJACENT PROFILE

PANEL IN MATERIAL AND FINISH - SEE FLOOR

PLANS AND REFERENCED DETAIL

ACCESS PANEL TO MATCH ADJACENT PROFILE

PANEL IN MATERIAL AND FINISH - SEE FLOOR

PLANS AND REFERENCED DETAIL

BEHIND,

SEE DETAIL AT AE522 AND

MECHANICAL DRAWINGS

TYP.

3408 11 13

08 91 00

07 40 00.C1

07 40 00.C1

07 40 00.C1

08 91 00

08 80 00.F4.1

07 40 00.A5

07 40 00.B1

07 40 00.A5

08 11 13

07 40 00.B1

08 11 1308 11 13

07 40 00.A5

07 40 00.A5

07 40 00.A5

07 40 00.B1

07 40 00.C1

07 40 00.C1

07 40 00.A5

07 40 00.B1

03 30 00.B1

07 40 00.B1

07 40 00.A5

07 40 00.B1

07 40 00.A5

08 11 13

07 40 00.B1

07 40 00.A5

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

ELEVATOR PARAPET

96' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

ELEVATOR PARAPET

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

PENTHOUSE PARAPET

82' - 0"

FIFTH FLOOR

66' - 0"

4 63.8 7.26.10

DA.4

12 3.94.5

7.9

5.17.6

C8 C6

8.2 11.6

JL H.9J.5L.1M.1

1411.6 F14 8.211.6

F

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:1

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

LIGHTNING PROTECTION ELEVATIONS

EP115

664-401

07/19/2019

S

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T A

E

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CFO FILA

R

A I

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CRADE H

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REN.: 10-31-19

NO. C-28367

FEC

FD

F E

C

"2SCLP2"

"2SCLP1"

"2SCLDP"

"FATC"

"2SLSHP"

"2SNHDP"

"2SCHDP"

Q

Q

10.2

ELECTRICAL

2A106

"2SLSLP"

"2SCHP"

"2SNTX"

"2SCTX"

"2SNLDP"

"2SNLP1"

"2SNLP2"

"2SNHDP"

"2SNHP"

"2SLCP"

"2SEQLP"

"FUTURE"

(BUS BAR BELOW)

FUTURE

CONC. PAD

"FUTURE"

"2NLSLP"

"2NCLP2"

"2NCLP1"

"2NNLP2"

"2NCLDP"

"2NCHDP"

C

C

"2NNHDP"

"2NNLDP"

"2NNLP1"

"FATC"

"2NLSHP"

"2NCHP"

"2NNTX"

"2NCTX"

"2NNHP"

"2NLCP"

FUTURE

FUTURE

2NEQLP

CONC. PAD

"FUTURE"

(BUS BAR

BELOW)

"3SCLP1"

"3SNLP2"

"3SNLP1"

"3SNLDP"

"3SCHP"

"3SLSHP"

Q

Q

10.2

"3SCLDP"

"3SNHP"

"3SNLCP"

"3SEQLP"

"3SNTX"

"3SCTX"

"3SCHDP"

"3SNHDP"

"3SLSLP"

"FATC"

FUTURE

FUTURE

(BUS BAR

BELOW)

"3SCLP2"

FUTURE

"FUTURE"

"3NNLDP"

"3NCLDP"

"3NCLP2"

"3NCLP1"

"3NNLP2"

"3NNLP1"

"3NNHDP"

"3NCHDP"

"3NLSLP"

C

C

"3NLSHP"

"3NCHP"

"3NEQLP"

"3NLCP"

"3NNHP"

"3NCTX"

"3NNTX"

"FATC"

FUTURE

FUTURE

(BUS BAR

BELOW)

"4SCLP1"

"4SNLP1"

"4SNLP2"

"4SNLDP"

"4SCHP"

Q

Q

10.2

"4SLSHP"

"4SCTX"

"4SNTX"

"4SCHDP"

"4SNHDP"

ELECTRICAL

4A143

"FUTURE"

"4SEQLP"

"4SNHP"

"4SLCP"

FUTURE

(BUS BAR

BELOW)

"4SLSLP"

"4SCLDP"

"4SCLP2"

FUTURE

FATC

"4NLSLP"

"4NCLP2"

"4NCLP1"

"4NNLP2"

"4NNLP1"

"4NCLDP"

"4NNLDP"

"4NNHDP"

"4NCHDP"

C

C

"4NNTX"

"4NCTX"

"4NLSHP"

"4NCHP"

"4NNHP"

"4NEQLP" "4NNLCP"

"FATC"

FUTURE

BUS BAR

FUTURE

FUTURE

CONC. PAD

"1NNLP2"

"1NNLP1"

U N

IT

S

U B

S T

A T

IO

N

"U S

S " (F

R O

N T

"1NLDP"

"1NNTX"

"1500

KVA

XFMR-T2"

"ATC-2"

"MCB"

"SEC.1

DIST."

"MVS-2"

"SEC.2

DIST."

"1CHDB"

M

M

H

H

F

F

E

E

J

J

L

L

H.9

H.9

J.5

J.5

L.1

L.1

8.2

8.2

13.2

13.2

11.4

11.411

M

M

K

H

F

E

N

G

L

10 13

J.5

8.2

11.2 13.1

13.2

11.4

11.6

16.1

"750

KVA

XFMR-T1"

"ATC-1"

"MVS-1"

"MTS-SB"

"MCB"

"SEC.1

DIST."

"SEC.2

DIST."

"ATS-Q1"

"ATS-Q2"

"ATS-Q3"

"ATS-CR"

"MTS"

"ESWBD

DIST."

"ESWBD

MCB"

"1NCTX"

"1CHDB"

"1NMDFP"

U N

IT

S

U B

S T

A T

IO

N

"U S

S " (F

R O

N T

"1NCLP1"

"1NCLP2"

"1NCHP"

FUTURE"1NEQTX"

FUTURE

"1NEQLP"

FUTURE

(TYP.)

"ATS-LS"

"1CLDP"

"1LSLDP"

"1LSTX"

"FACP"

1NLSLP-7

SERVICE RATED MAIN

DISCONNECT SWITCH "MDS"

8 (TYP.)

10 (TYP.)

9 (TYP.)

"1NLSLP"

"1NLSHP"

"1EQHDB2"

"1EQHDB1"

"1LSHDB"

8 (TYP)

9 (TYP)

CONC. PAD (TYP.)

MAIN GROUND

BUS BAR

GROUND

BUS BAR

EMERG. POWER

GROUND BUS BAR

"1NLCP"

"1NNHP"

"1NNHDP"

"1NHDB"

TO FIRE PUMP,

SEE SHEET FX502,

DETAIL #2 FOR

EXACT LOCATION

TO JOCKEY PUMP,

SEE SHEET FX502,

DETAIL #2 FOR

EXACT LOCATION

SERVICE RATED HEAVY DUTY,

DISCONNECT SWITCH "DSFP"

1200A-3P AMP SWITCH

1200A FUSE, 100KAIC

FIRE PUMP COMBINATION AUTOMATIC

TRANSFER SWITCH AND CONTROLLER

(PART OF FIRE PUMP PACKAGE)

100KAIC

JOCKEY PUMP CONTROLLER

(PART OF FIRE PUMP PACKAGE)

100KAIC

24"x24"x4"D MIN.

RELAY CABINET

TO "1NMACP"

MAIN C/B

EPO

1NMDFP-26,28,30

1NMDFP-32,34,36

1NMDFP-20,22,24

1NMDFP-14,16,18

1NMDFP-25,27,29,31

1NMDFP-8,10,12

1NMDFP-2,4,6

1NMDFP-1,3,5,7

1NMDFP-9,11,13,15

1NMDFP-17,19,21,23

1,3

5,7

9,11

13,15

17,19

21,23

25,27

29,31

NURSE CALL

(NCC)

ACP

1NMDFP-33,35

Q

Q

10.28.5

ELECTRICAL

1A128A

"1SNLP1"

"1SCLP1"

"1SCLP2"

"1SCHP"

"FATC"

GND. BUS

"1SLSHP"

"1SLCP"

"1SNHP"

"1SNHDP"

"1SLSLP"

"1SEQLP"

"1SNLP2"

"1SEQTX"

CONC. PAD

SECURITY

CABINET

EP503

CONDUITS UP,

(TYP.)

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:2

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ENLARGED ELECTRICAL ROOMS

PLAN

EP401

664-401

07/19/2019

SCALE: 1/4" = 1'-0"EP401 EP102A

4 ELECTRICAL ROOM 2A106 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401 EP102A

3 ELECTRICAL ROOM 2B132 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401 EP103A

6 ELECTRICAL ROOM 3A139 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401 EP103A

5 ELECTRICAL ROOM 3B142 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401 EP104A

8 ELECTRICAL ROOM 4A143 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401 EP104A

7 ELECTRICAL ROOM 4B131 ENLARGED PLAN

SCALE: 1/4" = 1'-0"EP401

MAIN ELECTRICAL ROOM AND MDF ROOM ENLARGED

PLAN

DUPLEX PRIMARY SWITCH-METAL ENCLOSURE

SWITCHGEAR. 78"WX70"DX90"H.

AIR TERMINAL CABINET. 20"WX 70"DX90"H..2

CAST COIL TRANSFORMER. 114"W X 66"D X 112"H..3

MAIN CIRCUIT BREAKER SECTION WITH GROUND

FAULT PROTECTION (GFP). 36"W X 48"D 90"H.

DISTRIBUTION SECTION 36"WX48"DX48"DX90"H.5

1200A, 480/277V, 3PH, 3PH, 4-POLE MTS-SB WITH BY

PASS SWITCH IN NEMA 1 ENCLOSURE FOR STAND

BY BACK-UP POWER 42"WX59"D..

KEY NOTES:

PROVIDE EACH 3/4"C., 1#4/0 GROUNDING

ELECTRODE COPPER CONDUCTOR WELD TO MAIN

BUILDING STEEL STRUCTURE, TO COPPER

WATERLINE BUILDING WATER METER AND TO MDF

ROOM.

PROVIDE GROUND WELL, SEE DETAIL #1, SHEET

EP504.

PROVIDE 1#4/0 BARE COPPER GROUNDING

ELECTRODE CONDUCTOR AT 30" MINIMUM

UNDERGROUND.

PROVIDE 1#4/0 BARE COPPER GROUNDING

CONDUCTOR BONDED TO ELECTRICAL EQUIPMENT

PER VA STANDARD

EP401 EP101A

2 ELECTRICAL ROOM 1A128A

EP102C

EP103C

EP104C

EP101B

PROVIDE 3/4"C.-1#4/0 GROUNDING ELECTRODE

COPPER CONDUCTOR TO MAIN ELECTRICAL ROOM

MAIN BUS BAR.

PROVIDE 3/4"C.-1#4/0 GROUNDING ELECTRODE

COPPER CONDUCTOR TO 1ST, 2ND, 3RD & 4TH

FLOORS NORTH STACK IDF ROOMS.

PROVIDE 3/4"C.-1#4/0 GROUNDING ELECTRODE

COPPER CONDUCTOR TO 1ST, 2ND, 3RD AND 4TH

FLOORS SOUTH STACK IDF ROOMS.

PROVIDE DIVIDER TO SEPARATE EMERGENCY

POWER (LIFE SAFETY, CRITICAL BRANCH) FROM

ESSENTIAL POWER (EQUIPMENT BRANCH).

REFER TO SINGLE LINE DIAGRAMS ON SHEETS EP601

AND EP602 FOR SIZES AND QUANTITIES OF

CONDUITS.

TO MEDIUM VOLTAGE SWITCHGEAR, FOR

CONTINUATION AND FEEDER SIZES, SEE KEYNOTES #

13 AND #14 SHEET 1ES101 ELECTRICAL SITE PLAN-

NEW WORK.

INTERCONNECTION BETWEEN "MVS-1" AND "MVS-2".

REFER TO KEYNOTE #1 ON SHEET EP601 AND EP602.

SPARE CONDUITS BETWEEN "MVS-1" AND "MVS-2".

REFER TO KEYNOTE #6 ON SHEET EP601 AND EP602.

TO CENTRAL UTILITY PLANT. REFER TO KEYNOTES

#23 AND #24 FOR FEEDER SIZE ON SHEET 1ES101

ELECTRICAL SITE PLAN - NEW WORK.

TO CENTRAL UTILITY PLANT. REFER TO KEYNOTES

#23 FOR FEEDER SIZE ON SHEET 1ES101

ELECTRICAL SITE PLAN - NEW WORK.

PROVIDE 3" CONCRETE ENCASED AROUND 3"

DIAMETER UNDER CONDUIT WITH 3#250 MCM, 1#250

MCM GROUND TO MEDIUM VOLTAGE SWITCHGEAR.

SEE 1ES101 (ELECTRICAL SITEPLAN - NEW WORK)

FOR EXACT LOCATION. FEEDER INSTALLATION

SHALL MEET NEC ARTICLE 695 REQUIREMENTS.

PROVIDE PANEL "1NMDFP" WITH SHUNT TRIP MAIN

CIRCUIT BREAKER.

PROVIDE RACK MOUNTED TWIST-LOCK SINGLE

RECEPTACLE OUTLET FOR 2RU UPS (APC SMART-

UPS 220VA LCD RM 2U 120V). SEE WIRING DIAGRAM

ON SHEET EP502, DETAIL #5.

JUNCTION BOX FOR CONNECTION TO TWO (2)

DEDICATED NEMA L5-30R, 120V, 30A MOUNTED

DIRECTLY ABOVE RACK.

JUNCTION BOX FOR CONNECTION TO DEDICATED

NEMA L5-20R, 120V, 20A MOUNTED DIRECTLY ABOVE

FOR APC SMART UPS - 2200VA, 120V.

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

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

DAVID HUNT

N C

P

J

FD

EW

J

J

Q

Q

M

M

R

N

13.1

13.2

P.1

11.6

+44"

1SNLP2-33,35

+44"

1SCUCP-14,16

1SCUCP-6,8

1SCUCP-2,4

1SCUCP-24,26

28 1SCUCP-28,30

"1SCUCP"

1SCUCP-25

1SCUCP-19,21,23

1SCUCP-1

7,9

1SCUCP-7,9

11,13,15

1SCUCP-18,20,22

1SCUCP-11,13,15

SURGICAL BOOM

SURGICAL BOOM

1SNLP2-69

A

C

D

N

B

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:3

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ENLARGED URODYNAMICS

SYSTOSCOPY PLAN

EP402

664-401

07/19/2019

SCALE: 1/4" = 1'-0"EP402 EP101C

1 ENLARGED URODYNAMICS SYSTOSCOPY POWER PLAN

GENERAL SHEET NOTES KEY PLANSHEET KEYNOTESSHEET KEYNOTES# #

EP101A

PROVIDE RECEPTACLE OUTLET IN JUNCTION BOX FOR POWER CONNECTION TO

PATIENT LIFT AT ALL PATIENT ROOMS. THE PREPARED OUTLET AND POWER

SUPPLY LOCATION IS AT NURSING SIDE OF PATIENT LIFT. FIELD VERIFY AND

COORDINATE FOR OUTLET EXACT LOCATION WITH ARCHITECTURAL PLANS AND

PATIENT LIFT INSTALLER. THE POWER CORD SET OF THE PATIENT LIFT CHARGER

TO BE UL-817, COODINATE WITH MEDICAL EQUIPMENT.

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

J

J J

J

J

M

M

K

J

L

J.5

7.3

P.1

M.1

10.2

5.1

TO ELEVATOR

POWER CONVERTER(TYP.)

RNEQHDB1-4

"RNLSLP" DISCONNECT SWITCH (TYP.)

GROUP CONTROLLER

4NEQLP-23,25

RNLSLP-1,3,5

RNEQHDB1-2

RNEQHDB1-5

RNLSLP-2,4,6

RNEQHDB1-3

RNLSLP-7,9,11

RNLSLP-13,15,17

TO ELEVATOR

CAR CONTROLLER

(TYP.)

POWER CONVERTER

AND CAR CONTROLLER

(TYP.)

RNLSLP-8,10,12

RNLSLP-14,16,18

RNEQHDB1-6

RNEQHDB1-1

RNEQHDB1-7

M

M

K

J

L

J.5

7.3

P.1

M.1

10.2

5.1

B

2a

C3

C3

C3

C3

C3

2b

SEE SHEET EL10SB

FOR CONTINUATION

C3

C3

C3 C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

2b

2b 2b

2b

2b

2b

2b

2b

2b

2b

2b

2a

2a

2a

2a

2a

2a 2a

2a

2a 2a

2a 2a

C3

C3 C3

C3

4' (TYP.)

a b

4SCHP-2

X

B

Exp. 6-30-2021

E

LACIRTC

L E

Lic. E16934

ET

A T

S

ROFILACFO

N

AI

F

D

PRO ESS IONA

L

E N G

I N E

E R

R E

G

IS

T E R

E N

E S

TO

R

C. IGNACIO

JR

(949) 250-1500

2355 Main Street Suite 220

Irvine

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

D

Department of Veterans Affairs

2 3 4 5 6

C

B

A

EBA

/1

/2

:4

:3

P

M C

R e v it

L o c a l F il e s \V

A S

C I_

E E ll ie

.T ra n .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

ENLARGED ELECTRICAL ELEVATOR

MACHINE ROOM PLANS

EP403

664-401

07/19/2019

SCALE: 1/4" = 1'-0"EP403 EP106A

1 ELEVATOR MACHINE ROOM - POWER PLAN

SCALE: 1/4" = 1'-0"EP403

2 ELEVATOR MACHINE ROOM - LIGHTING PLAN

EL106BEL106B

S

I

T A

E

T S

L

N

E C C

N

O

CFO FILA

R

A I

T

I

CRADE H

E T

REN.: 10-31-19

NO. C-28367

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

FEC

J

J

J

J

J

J

J

J

J

J

J

J J

J

J

J J

J

J J

J

J

J

J

J J

J

J

J

J J

J

J J

J J

J J

J

J

J

J

J

J

J J

J J J

J J

J

M

M

P.1

IDF

1A127

1SIDFP-20,22,24

ACP

TELECOM

GROUND

BAR

"1SIDFP"

NURSE

CALL

(NCC)

1SIDFP-13,15,17

1SIDFP-1,3,5,7

1SIDFP-2,4,6,8

1SIDFP-9,11

1SIDFP-16,18

1,3

5,7

6,8

2,4

9,11

19 1SIDFP-19

1SIDFP-10,12,14

E

E.4

8.2

IDF

1B132A

"1NIDFP"

NURSE

CALL

(NCC)

ACP

TELECOM

GROUND

BAR

9.5KVA

9,11

6,8

2,4

1,3

5,7

1NIDFP-20,22,24

1NIDFP-13,15,17

1NIDFP-9,11

1NIDFP-2,4,6,8

1NIDFP-1,3,5,7

1NIDFP-16,18

1NIDFP-19

1NIDFP-10,12,14

M

M

P.1

IDF

2A104

"2SIDFP"

NURSE

CALL

(NCC)

TELECOM

GROUND

BAR

8.3KVA

ACP

2SIDFP-13,15,17

2SIDFP-20,22,24

1,3

5,7

6,8

2,4

9,11

2SIDFP-9,11

2SIDFP-2,4,6,8

2SIDFP-1,3,5,7

2SIDFP-16,18

2SIDFP-19

2SIDFP-10,12,14

F

8.2

IDF

2B160

"2NIDFP"

2NIDFP-13,15,17

NURSE

CALL

(NCC)

ACP

TELECOM

GROUND

BAR

6.5KVA

2NIDFP-20,22,24

2NIDFP-1,3,5,7

2NIDFP-10,12

2NIDFP-2,4,6,8

6,8 2,4

1,3 5,7

2NIDFP-19

2NIDFP-14,16

M

M

P.1

IDF

3A104

ACP

3SIDFP-13,15,17

3SIDFP-20,22,24

"3SIDFP"

TELECOM

GROUND

BAR

8.3KVA

NURSE

CALL

(NCC) 17

1,3

5,7

2,4

6,8

9,11

3SIDFP-9,11

3SIDFP-2,4,6,8

3SIDFP-1,3,5,7

3SIDFP-16,18

3SIDFP-19

3SIDFP-10,12,14

F

8.2

IDF

3B131

3NIDFP-13,15,17

3NIDFP-20,22,24

NURSE

CALL

(NCC)

TELECOM

GROUND

BAR

"3NIDFP"

18.3KVA

ACP

6,8 2,4

1,3 5,7

3NIDFP-1,3,5,7

3NIDFP-10,12

3NIDFP-2,4,6,8

3NIDFP-19

3NIDFP-14,16

M

M

P.1

IDF

4A109

"4SIDFP"

4SIDFP-20,22,24

NURSE

CALL

(NCC)

TELECOM

GROUND

BAR

8.3KVA

ACP

4SIDFP-13,15,17

4SIDFP-2,4,6,8

4SIDFP-1,3,5,7

1,3

5,7

2,4

6,8

4SIDFP-10,12

4SIDFP-19

4SIDFP-14,16

F

8.2

IDF

4B173

"4NIDFP"

NURSE

CALL

(NCC)

ACP

TELECOM

GROUND

BAR

6.5KVA

4N…