20190301_P-1018_Final_Design_Drawings_Volume_1_(AFLD)_Set-2B.pdf

ELEC. MANHOLE 'I15-1239' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J15-2260' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J15-2334' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J15-1309' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'K15-3184' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'K15-1159' - DEMO.

NOT TO SCALE

NORTH

T O

M

A N

H O

L E

J

X

F M

R

J

A

T

B

TO MANHOLE 'J15-3164'

TO MANHOLE 'J15-2334'

TO MANHOLE 'J15-2260'

N

H O

K

TO MANHOLE 'J15-1309'

N

H O

TO MANHOLE 'J15-2334'

TO MANHOLE 'K15-1159'

N

H O

TO MANHOLE 'J15-1309'

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

V

B

B

B

B

B

B

C

S U

B S

T A

T I O

N

J

S U

B S

T A

T I O

N

H

TO MH 'J14-3181' (B/308,

B/310) AND TO MH 'J14-3211'

(B/307, B/309)

B

12KV CKT TO

SUBSTATION 'J15-3164'

S U

B S

T A

T I O

N

H

B

B

U I L

D I N

G

NO CIRCUIT CONDUCTORS IN

MANHOLE.

NO CIRCUIT CONDUCTORS IN

MANHOLE.

NO CIRCUIT CONDUCTORS IN

MANHOLE.

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

C1 C3 C4

A4A3 A1

U C

S

C

A B

L E

U C

S

C

A B

L E

E-606

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d w g

Y

O U

T

N

A M

E

E

P

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

I R

F I E

D

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N

S

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

H

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

MEL SMW PKD

18285416

ELEC. MANHOLE 'J14-3181' - DEMO.

NORTH

ELEC. MANHOLE 'J14-3156' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J14-3211' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J14-2351' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'J13-4159' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'I13-2311' - DEMO.

NOT TO SCALE

NORTH

I L

D I N

G

TO MANHOLE 'J14-3156'TO MANHOLE 'J15-2260'

TO MANHOLE 'J14-3181'

N

H O

TO MANHOLE 'J14-3211'

N

H O

D

G

TO MANHOLE 'J15-2260'

TO MANHOLE 'J14-2351'

TO MANHOLE 'J14-3156'

TO MANHOLE 'J14-3211'

N

H O

D

G

N

H O

N

H O

N

H O

TO BLDG #42

TO BLDG #41

480V TO B/310

480V TO B/308

I L

D I N

G

12KV CKT TO SUBSTATION 'J15-3164'

12KV CKT TO SUBSTATION 'H12-4363'

480V TO FORMER B/307

R

M E

R

B

L D

G

480V TO B/309

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

N

H O

B

B

NO CIRCUIT CONDUCTORS IN

MANHOLE.

NO CIRCUIT CONDUCTORS IN

MANHOLE.

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

C1

C3 C4

A4A3

A1

UCS CABLE

TO BLDG #41

E-607

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

18285417

ELEC. MANHOLE 'I12-4231' - DEMO.

NORTH

ELEC. MANHOLE 'I14-2530' - DEMO.

NOT TO SCALE

NORTH

TO MANHOLE 'I13-1930'

N

H O

ELEC. MANHOLE 'L14-2299' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'H13-1420' - DEMO.

NOT TO SCALE

NORTH

ELEC. MANHOLE 'I13-1930' - DEMO.

NOT TO SCALE

NORTH

N

H O

TO SUBSTATION 'H12-4363'

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

480V TO B/41

480V TO B/42

12KV CKT TO

SUBSTATION 'J15-3341'

12KV CKT TO

SUBSTATION 'H12-4363'

12KV CKT TO

SUBSTATION

'J15-3341'

12KV CKT TO

SUBSTATION

'H12-4363'

N

H O

N

H O

TO MANHOLE 'I13-1930'

TO SUBSTATION 'H12-4363'

B

B

K

V

T

O

S

U B

S T

A T

I O

N

H

K

V

C

S

U B

S T

A T

I O

N

J

12KV CKT TO

SUBSTATION

'H12-4363'

B

S T

A T

I O

N

L

N

H O

L E

K

12KV CKT TO SUBSTATION 'J10-4345'

12KV CKT TO SUBSTATION 'L14-3229'

N

H O

ELEC. MANHOLE 'H13-4314' - DEMO.

NOT TO SCALE

NORTH

TO MANHOLE 'H13-1293'

R A

N S

F O

R M

C

O N

C

P

A D

480V CKT TO

TRANSFORMER

480V CKT TO B/385

12KV TO SUBSTATION

'H12-4363'

B

S T

A T

I O

N

H

B

N

H O

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

C1 C3 C4

A4 A3

A1

UCS CABLE

UCS CABLE

UCS CABLE

UCS CABLE

UCS CABLE

E-608

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

18285418

MANHOLE 'K14-1198' - DEMO.

NORTH

MANHOLE 'J13-1138' - DEMO.

NOT TO SCALE

NORTH

MANHOLE 'J12-2297' - DEMO.

NOT TO SCALE

NORTH

MANHOLE 'G15-2385' - MODIFIED

NOT TO SCALE

NORTH

MANHOLE 'I13-2311' - MODIFIED

NOT TO SCALE

NORTH

12KV CKT TO

SUBSTATION

'L14-3229'

12KV CKT TO

SUBSTATION

'J10-4345'

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

N

H O

N

H O

N

H O

TO MANHOLE 'J12-2297'

12KV CKT TO SUBSTATION 'L14-3229'

S

U B

S T

A T

I O

N

J

REMOVE MANHOLE.

COMPLETELY. REFER TO CIVIL

SHEETS FOR SITE WORK.

12KV CKT TO

SUBSTATION

'L14-3229'

12KV CKT TO

SUBSTATION

'J10-4345'

N

H O

N

H O

G

P

G

B

S T

A T

I O

N T

O

M

A N

H O

L E

N

H O

G

480V TO B/273 (EXIST.)

480V TO B/1476 (EXIST.)

480V TO B/272 (EXIST.)

12KV CKT TO SUBSTATION 'F14-4391' (EXIST.)

480V TO B/271 (EXIST.)

480V TO B/270 (EXIST.)

N

H O

TO BLDG #41

EXISTING

E

X I S

T

V

T

O

B

E X

I S

T I N

G E

X I S

T I N

G

12KV CKT TO SUBSTATION #1

E X

I S

T I N

G T

O

M

A N

H O

MANHOLE 'H13-4314' - MODIFIED

NOT TO SCALE

NORTH

N

H O

G

E X

I S

T I N

G

TO MANHOLE 'H13-1293'

AT SUBSTATION 'H13-4314'

EXIST. 480V TO B/335

12KV TO SECTIONALIZING SWITCH

EXIST. 12KV TO SUBSTATION 'H12-4363'

N

H O

H

TO WASHRACK

UTILITY BLDG

480V TO

WASHRACK

UTIL. BLDG

EXISTING

REMOVE CKT BACK

TO THIS POINT IN

MANHOLE

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

REMOVE FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

C1 C3 C4

A4 A3

A1

UCS CABLE

TO MANHOLE 'I12-4231'

UCS CABLE

N

H O

UCS CABLE

E-609

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

264 269

18285419

MANHOLE 'I12-4231' - MODIFIED

NORTH

NOT TO SCALE

NORTH

B

S T

A T

I O

N

L

N

H O

L E

K

MANHOLE 'L14-2299' - MODIFIED

MANHOLE 'J13-1138' - NEW

NOT TO SCALE

NORTH

NOT TO SCALE

NORTH

MANHOLE 'MH #2' - NEW

NOT TO SCALE

NORTH

MANHOLE 'MH #1' - NEW

EXISTING DUCT BANK TO

SUBSTATION 'H12-4363'

E X

I S

T I N

G

D

U C

T

B

A N

K

T

O

M A

N H

O L

E

I

E X

I S

T I N

G

D

U C

T

B

A N

K

T

O

M A

N H

O L

E

H

EXIST. 480V TO B/41

NEW 480V TO WASHRACK

UTILITY BLDG.

E X

I S

T

D

U C

T

B

A N

K

NEW 12KV TO EXISTING

SUBSTATION 'L14-3229'

NEW 12KV TO MANHOLE 'J12-2297'

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NOT TO SCALE

NORTH

MANHOLE 'K14-1198' - NEW

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

C1 C3 C4

A4 A3A1

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

12KV CKT TO

SUBSTATION

'L14-3229'

12KV CKT TO

SUBSTATION

'J10-4345'

N

H O

N

H O

N

H O

12KV CKT TO SUBSTATION 'L14-3229'

NEW 12KV TO NEW SUBSTATION 'SUBSTATION #1'

NEW UCS CABLE

N E

W

D

U C

T

B

A N

K

T

O

M A

N H

O L

E

G

NEW DUCT BANK TO

MANHOLE 'MH #2'

NEW DUCT BANK TO

MANHOLE 'MH #1'

N E

W

K

V

T

O

N

W

B

S T

A T

I O

N

S

U B

S T

A T

I O

N

N E

W

U

B

L E

S

U B

S T

A T

I O

N

J

N

H O

E X

I S

T I N

G

D

U C

T

B

A N

K

E X

I S

T I N

G

D

U C

T

B

A N

K

E X

I S

T I N

G

D

U C

T

B

A N

K

UCS CABLE

UCS CABLE

UCS CABLE

E-610

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

18285420

MANHOLE 'MH #4' - NEW

NORTH

MANHOLE 'MH #3' - NEW

NOT TO SCALE

NORTH

A3 A4

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

MANHOLE 'J12-2297' - MODIFIED

NOT TO SCALE

NORTH

12KV CKT TO

SUBSTATION

'L14-3229'

12KV CKT TO

SUBSTATION

'J10-4345'

E X

I S

T I N

G T

O

M

A N

H O

N

H O

SPLICE

C4

NEW FEEDER

EXISTING-TO-REMAIN FEEDER

LEGEND

N E

W

D

U C

T

B

A N

K

T

O

M

A N

H O

H

NEW DUCT BANK TO MANHOLE 'H13-4314'

NEW UCS CABLE

NEW UCS CABLE

12KV CKT TO SUBSTATION 'SUBSTATION #1'

K

V

C

S

U B

S T

A T

I O

N

H

NEW DUCT BANK TO

SUBSTATION

'SUBSTATION #1'

CAP SPARE

CONDUITS IN

MANHOLE

E-611

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

E

LE

C

TR

IC

A

L M

A N

H O

LE

D

IA

G

R A

M

266 269

18285421

COMM. MANHOLE 'J15-3164' - DEMO.

NORTH

COMM. MANHOLE 'I15-1249' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J15-1300' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'K15-3184' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J15-2334' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J15-2269' - DEMO.

NOT TO SCALE

NORTH

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

TO MANHOLE 'J15-2269'

TO MANHOLE 'J15-3164'

TO MANHOLE 'J15-2334'

TO MANHOLE 'J15-2334'TO MANHOLE 'J15-2269'

TO MANHOLE 'J15-1300'

N

H O

N

H O

N

H O

N

H O

N

H O

C1 C3

C4

A4

A3A1

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

TELECOMM CABLES

NO TELECOM CABLES

IN MANHOLE.

TELECOMM CABLES

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

T E

L E

C O

B

L E

S

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

E-612

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

C O

M M

U N

IC

A

TI

O

N S

M A

N H

O

LE

D

IA

G R

A M

18285422

COMM. MANHOLE 'J14-3156' - DEMO.

NORTH

COMM. MANHOLE 'J14-3321' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'I13-1302' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J13-4149' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J14-2342' - DEMO.

NOT TO SCALE

NORTH

COMM. MANHOLE 'J14-3181' - DEMO.

NOT TO SCALE

NORTH

TO MANHOLE 'J14-3156'

TO MANHOLE 'J14-2342'

TO MANHOLE 'J14-3321'

N

H O

N

H O

N

H O

N

H O

N

H O

N

H O

TO MANHOLE 'J14-3221'

C1 C3 C4

A4

A3A1

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE TELECOMM CABLES

EXISTING-TO-REMAIN CABLES

LEGEND

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

REMOVE MANHOLE AND

TELECOMMUNICATIONS CABLING

COMPLETELY. COORDINATE WITH

BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT

OF WORK. REFER TO CIVIL SHEETS

FOR SITE WORK.

MANHOLE SHALL REMAIN.

TELECOMMUNICATIONS CABLING SHALL

BE REMOVED COMPLETELY. COORDINATE

WITH BASE REPRESENTATIVE, WINSTON

FORTUNO PRIOR TO COMMENCEMENT OF

WORK. REFER TO CIVIL SHEETS FOR SITE

WORK.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

MANHOLE

TELECOMMUNICATIONS

CABLING IS CONGESTED

AND SHALL BE VERIFIED

PRIOR TO ANY

MODIFICATIONS.

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

REMOVE DUCT BANK

AND ASSOCIATED

TELECOMM CABLING

E-613

F I L

E

N

A M

E

C p w w o r k i n g w e s t d

A

F L

D

V d

Y

O U

T

N

A M

E

E

O

T T

E D

T h u r s d a y

F e b r u a r y

C M

V

R

F I E

P R

O V

E M

E N

T S

N A

V B

A S

E

C

O R

O N

A D

O

C

A

N A

V A

L

B

A S

E C

O R

O N

A D

O

C

A L

I F

O R

N I A

1389898

N62473-16-D-1850

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

U

T H

W E

S T

S A

N

D

I E

G O

C A

L I F

O R

N I A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 04 MAR 2019

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

AS SHOWN

C O

M M

U N

IC

A

TI

O

N S

M A

N H

O

LE

D

IA

G R

A M

18285423

APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE 2015.

2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-11.

3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-10.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC.

5. STEEL DECK INSTITUTE SPECIFICATIONS AND LOAD TABLES.

6. STEEL JOISTS INSTITUTE, STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES

FOR STEEL JOISTS AND JOIST GIRDERS.

7. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.

8. ASTM MATERIAL STANDARDS AS NOTED.

9. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI

530-13 AND ACI 530.1-13.

10. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS (JUNE 2016).

11. UFC 3-220-01 GEOTECHNICAL ENGINEERING

12. UFC 3-301-01 STRUCTURAL ENGINEERING (JUNE 2013, W/ CHANGE 3 SEPT 2016).

13. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS (JUNE 2013, W/ CHANGE 1 JUNE 2016).

14. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (OCT 2013).

15. FC 1-300-09N FACILITIES CRITIERIA (FC) NAVY AND MARINES CORPS DESIGN

PROCEDURES.

16. LIFE SAFETY CODE NFDA 101, 2015

EXISTING CONDITIONS:

1. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH,

OR SEEM IN CONFLICT WITH INFORMATION SHOWN ON THE DRAWINGS.

GENERAL NOTES:

1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF

CONSTRUCTION. SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE

SOLE REPSONSIBILITY OF THE CONTRACTOR. PROVIDE MEASURES NECESSARY TO

PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,

BRACING, SHORING, FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE CONTRACTOR

IS RESPONSIBLE FOR MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, AND THE

SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER

WILL NOT INVOLVE REVIEW OF THESE ITEMS.

2. STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF

OPENINGS, BLOCK OUTS, FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED

ON THE STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF MECHANICAL AND

ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS MUST BE COORDINATED. PROVIDE

ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE OPENINGS AS REQUIRED

BY THE APPLICABLE STANDARD DETAILS, SECTIONS AND NOTES AS SHOWN ON THE

STRUCTURAL DRAWINGS.

3. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS

REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR

APPROVAL.

4. ESTABLISH AND VERIFY EMBEDS AND INSERTS FOR ITEMS INSTALLED BY OTHER TRADES

PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION.

5. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTION MUST BE

SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE

CONSTRUCTIONS. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR THE

LOADS.

6. DETAILS AND SECTIONS THAT ARE NOTED AS “TYP” ON DETAIL TITLES MUST BE APPLIED TO

THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED

OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY BE

NOT CUT AT ALL.

7. SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATIONAL FORCES,

SUPPORTED LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSED

REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED

TO SUPPORT SAID EQUIPMENT MUST NOT BE FABRICATED AND PLACED UNTIL THE

CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

BUILDING OCCUPANCY CATEGORY – RISK FACTOR:

1. RISK FACTOR - AIRFIELD WASH RACK UTILITIES CONTROL BUILDING: II

SNOW LOAD:

1. SNOW LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

2. GROUND SNOW LOAD, PG: 0 PSF

3. FLAT ROOF SNOW LOAD, PF: 0 PSF

WIND LOAD:

1. AIRFIELD WASH RACK UTILITIES CONTROL BUILDING:

A. BASIC WIND SPEED- (3 SECOND GUST)- ULTIMATE: 110 MPH

B. EXPOSURE CATEGORY: C

C. PARTIALLY ENCLOSED, GCP: +/- 0.55

SEISMIC LOAD:

1. SPECTRAL RESPONSE ACCELERATIONS, SS: 1.21G

2. SPECTRAL RESPONSE ACCELERATIONS, S1: 0.46G

3. SPECTRAL RESPONSE COEFFICIENTS, SDS: 0.887

4. SPECTRAL RESPONSE COEFFICIENTS, SD1: 0.491

5. AIRFIELD WASH RACK CONTROL BUILDING:

A. IMPORTANCE FACTOR, IE: 1.0

B. SEISMIC DESIGN CATEGORY: D

C. SITE CLASS: D

D. SPECIAL REINFORCED MASONRY SHEAR WALLS

E. RESPONSE MODIFICATION FACTOR, R 5

F. SEISMIC RESPONSE COEFFICIENT, CS: 0.177

G. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

LIVE LOAD:

1. STORAGE ROOMS: 150 PSF

2. MECHANICAL AND ELECTRICAL: 150 PSF

3. ROOF: 20 PSF

SOILS INVESTIGATION:

1. SOILS INVESTIGATION WAS MADE BY: HDR ENGINEERING, INC

2. DATED: OCTOBER 2018

3. SPREAD FOOTINGS: 3000 PSF ( DL + LL)

4. CONTINUOUS FOOTINGS: 3000 PSF ( DL + LL)

5. INDIVIDUAL FOOTINGS: 3000 PSF ( DL + LL)

6. MINIMUM BOTTOM FOOTING DEPTH 24 INCHES BELOW GRADE

7. EQUIVALENT ACTIVE FLUID PRESSURE, DRAINED: 37 PCF

8. EQUIVALENT AT REST FLUID PRESSURE, DRAINED: 55 PCF

9. EQUIVALENT AT PASSIVE FLUID PRESSURE, DRAINED: 250 TO MAX 1500 PSF

10. COEFFICIENT OF FRICTION: 0.35

STEEL BAR JOIST:

1. STEEL JOISTS ARE SIZED AS SHOWN ON THE DRAWINGS AND DESIGNED FOR LIVE LOADS

SHOWN ABOVE AND 25 PSF DEAD LOAD (ASD). SPECIAL LOADS ARE SHOWN ON THE

DRAWINGS. JOIST LABELED “SP” MUST BE DESIGNED FOR THE CONCENTRATED AND / OR

SPECIAL LOADS INDICATED.

2. STEEL JOISTS, BRIDGING, AND BRACING MUST BE DESIGNED BY THE MANUFACTURER TO

RESIST 17 PSF NET UPLIFT (ASD) FOR THE MAIN SPAN AND 23 PSF FOR THE OVERHANGS.

THE NET UPLIFT WAS CALCULATED USING A MINIMUM DEAD LOAD OF 7 PSF.

3. CONCENTRATED LOADS MUST BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR

SPECIAL REINFORCEMENT MUST BE ADDED PER “TYPICAL JOIST REINFORCING @

CONCENTRATED LOAD DETAIL”.

4. SEE SPECIFICATION SECTION 01 45 35 FOR FABRICATOR SPECIAL INSPECTIONS

POST INSTALLED ANCHORS

1. POST INSTALLED ANCHORS CAN ONLY BE USED WHERE SPECIFIED ON THE CONTRACT

DRAWINGS. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER BEFORE INSTALLING

POST INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

2. CARE MUST BE TAKEN IN PLACING POST– INSTALLED ANCHORS TO AVOID CONFLICTS

WITH THE EXISTING REBAR. HOLES MUST BE DRILLED AND CLEANED IN ACCORDANCE

WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS.

3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, MUST

BE SUBMITTED TO THE CONTRACTING OFFICER ALONG WITH CALCULATIONS THAT ARE

PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS

MUST DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE

PERTINENT EQUIVALENT DESIGN PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED

PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/ OR STANDARD(S). AS

REQUIRED BY THE BUILDING CODE. PRODUCT ICC-ES REPORTS MUST BE INCLUDED WITH

THE SUBMITTAL PACKAGE.

4. UNLESS NOTED OTHERWISE ON PLANS, ACCEPTABLE CONCRETE ANCHORS PRODUCTS

MUST BE:

A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH

ACI 355.2 AND ICC-ES AC193. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:

I. KWIK BOLT TZ (ICC-ES ESR 1917) BY HILTI, INC.

II. TRUBOLT+ (ICC-ES ESR-2427) BY ITW RAMSET/REDHEAD.

III. STRONG BOLT (ICC-ES ESR-1771) AND STRONG BOLT 2 (ICC-ES

ESR-3037) BY SIMPSON STRONG TIE ANCHOR SYSTEMS.

B. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH

ACI 308. PRE- APPROVED ADHESIVE ANCHORS INCLUDE:

I. HIT-RE-500 SD (ICC-ES ESR 2322) SYSTEM ADHESIVE ANCHORS BY HILTI, INC.

II. EPCON G5 (ICC-ES ESR-1137) ADHESIVE ANCHORING SYSTEM BY ITW

RAMSET/REDHEAD.

III. SET-XP (ICC-ES ESR-2508) ADHESIVE ANCHORING SYSTEMS BY SIMPSON

STRONG TIE ANCHOR SYSTEMS.

C. CONCRETE SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH

ACI 355.2 AND ICC-ES AC193. PRE-APPROVED SCREW ANCHORS INCLUDE:

I. KWIK HUS-EZ (ICC-ES ESR-3027) BY HILTI, INC.

II. TITAN HD (ICC-ES ESR-2713) BY SIMPSON STRONG TIE ANCHOR SYSTEMS.

EQUIPMENT BRACING

1. MECHANICAL AND ELECTRICAL EQUIPMENT WEIGHING 31 LBS OR MORE (EXCLUDING

DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS THAT COLLECTIVELY EXCEED THAT

WEIGHT) MUST BE PROVIDED WITH MOUNTINGS ABLE TO RESIST FORCES 0.5 TIMES THE

EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT

WEIGHT IN THE DOWNWARD DIRECTION IN COMPLIANCE WITH UFC 4-010-01 STANDARD 19.

OVERHEAD MOUNTED ARCHITECTURAL FEATURES:

1. OVERHEAD MOUNTED ARCHITECTURAL FEATURES WEIGHING 31 LBS OR MORE

(EXCLUDING DISTRIBUTED SYSTEMS SUCH AS SUSPENDED CEILINGS THAT COLLECTIVELY

EXCEED THAT WEIGHT) MUST BE PROVIDED WITH MOUNTINGS ABLE TO RESIST FORCES

0.5 TIMES THE COMPONENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE

COMPONENT WEIGHT IN THE DOWNWARD DIRECTION IN COMPLIANCE WITH

UFC 4-010-01 STANDARD 15.

CONCRETE NOTES:

1. CONCRETE WORK MUST BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND

ACI 318.

2. PROVIDE A 2X4 FORMED CONSTRUCTION JOINT KEYWAY AT ALL HORIZONTAL AND

VERTICAL POURED EDGES.

3. REINFORCING STEEL MUST BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED

MUST BE ASTM A 706, GRADE 60.

4. CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON

THE DETAILS OR SECTIONS:

CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH: 3”

CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2”

#5 BARS AND SMALLER 1-1/2”

CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS 1”

WALLS, BEAMS, COLUMNS 2”

MAIN STEEL 2”

5. REINFORCING BAR SPLICES MUST BE IN ACCORDANCE WITH THE REQUIREMENTS OF

ACI 318 AND THE REINFORCING SPLICE LENGTHS SCHEDULE ON THE DRAWINGS.

6. CAST-IN-PLACE CONCRETE:

LOCATION 28-DAY F’C

A. ALL CONCRETE 4500

7. ALL REINFORCEMENT FOR CAST-IN-PLACE CONCRETE MUST BE ACCURATELY PLACED,

SUPPORTED, TIED AND SECURED INTO PLACE PRIOR TO PLACING CONCRETE. ALL REBAR

DOWELS MUST BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. REBAR DOWELS

MUST NOT BE EMBEDDED AFTER CONCRETE PLACEMENT UNLESS INDICATED ON THE

DRAWINGS.

8. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED

ITEMS AND PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS AS REQUIRED

TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS

OTHERWISE SHOWN.

9. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN.

10. ANCHOR BOLTS NOT SPECIFIED BY THE CONTRACT DRAWINGS MUST BE DESIGNED AND

CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR

IN ACCORDANCE WITH THE APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS

A SHOP DRAWING FOR REVIEW BY THE CONTRACTING OFFICER. COORDINATE LOCATION,

SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.

11. ALL CAST-IN-PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS MUST COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE IBC.

ALL EXPANSION AND ADHESIVE ANCHORS MUST HAVE AN ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

12. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, LOCATE

REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING.

13. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE

CONTRACTOR’S LICENSED GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

STEEL DECK:

1. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING MUST BE IN ACCORDANCE

WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM MANUAL.

2. STEEL ROOF DECK IS 1-1/2 INCH DEEP, WIDE RIB METAL DECK, THICKNESS PER THE PLANS, DESIGNED FOR THE LIVE LOAD GIVEN ABOVE, 10 PSF DEAD LOAD AT THE AIRFIELD WASH

RACK CONTROL BUILDING. MINIMUM SECTION PROPERTIES ARE AS FOLLOWS:

A. 20 GAGE: IP = 0.201 IN4/FT, IN = 0.222 IN4/FT, SP = 0.234 IN3/FT, SN = 0.797 IN3/FT.

3. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND MUST BE CONNECTED TO THE

STRUCTURE AS SHOWN ON THE DRAWINGS.

4. SPAN DIRECTION OF ROOF DECK AS INDICATED ON PLANS.

5. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES MUST NOT BE

SUPPORTED FROM THE STEEL FLOOR OR ROOF DECK.

MASONRY:

1. MASONRY WORK MUST BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF

ACI 530 AND SPECIFICATION ACI 530.1.

2. THE COMPRESSIVE STRENGTH OF THE MASONRY UNITS MUST BE 2800 PSI ON THE NET

AREA, PROVIDING A MINIMUM 28-DAY DESIGN COMPRESSIVE STRENGTH (F’M) OF 2000 PSI BY

THE UNIT STRENGTH METHOD.

3. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH (F’C) OF MASONRY GROUT MUST BE 2700 PSI.

4. SEE TYPICAL BOND BEAM INTERSECTION DETAIL FOR MASONRY BOND BEAM DETAILS AND

NOTES. LINTEL BLOCKS CAN NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT

OPENINGS WHERE BOND BEAMS AND LINTELS COINCIDE.

5. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT

DIFFERENT ELEVATIONS, EXTEND BOND BEAM REINFORCING OF BOTH BOND BEAMS

AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION.

6. PROVIDE STANDARD 90 DEGREE HOOKS IN THE TOP BOND BEAM AT ALL VERTICAL WALL

REINFORCING.

7. SPLICE LENGTHS FOR MASONRY REINFORCEMENT MUST BE 52 BAR DIAMETERS UNLESS

SHOWN OTHERWISE.

8. IN CASES WHER REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE

BARS MUST EXTEND AS FAR AS POSSIBLE AND END WITH STANDARD HOOK.

9. MASONRY CONTRACTOR MUST COORDINATE WITH MECHANICAL, ELECTRICAL, AND OTHER

CONTRACTORS AND BUILD IN OPENINGS FOR THE UTILITIES AND DUCTWORK THAT EXCEED

16 INCHES IN WIDTH. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AS INDICATED.

DO NOT CUT REINFORCEMENT. OPENINGS MUST BE COORDINATED BEFORE

CONSTRUCTING WALLS.

10. STRUCTURAL DRAWINGS SHOW ONE GENERIC MASONRY WALL TYPE. SEE ARCH.

DRAWINGS FOR MASONRY WALL TYPES.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL DESIGN PROPERTIES:

WIDE FLANGE AND TEE SHAPES – ASTM A992 FY = 50 KSI

ANGLES, CHANNELS AND PLATES UNO – ASTM A36 FY = 36 KSI

STEEL PLATES- ASTM A572, GRADE 50, (WHERE INDICATED AS FY=50) FY = 50 KSI

STEEL BARS - ASTM A572, GRADE 50 FY = 50 KSI

STEEL PIPE – ASTM A53, GRADE B FY = 35 KSI

COLD-FORMED HOLLOW STRUCTURAL SECTIONS, ASTM A 500, GRADE B FY = 46 KSI

COLD-FORMED HOLLOW STRUCTURAL PIPE, ASTM A500, GRADE B FY = 42 KSI

STAINLESS STEEL FY = 33 KSI

BOLTS – ASTM A325

ANCHOR RODS – ASTM F1554 FY = 55 KSI

2. ALL WELDS AND WELDING PROCEDURES MUST BE PERFORMED IN ACCORDANCE WITH

APPLICABLE PROVISIONS OF AISC AND AWS WELDING PROCEDURES AND CODES

OUTLINED IN THE SPECIFICATION. ALL WELDS MUST BE MADE WITH E-70XX ELECTRODES

AND IN ACCORDANCE WITH AWS FOR METAL ALLOY BEING WELDED UNLESS NOTED

OTHERWISE.

3. WHEN FILLET WELDS SIZES ARE NOT INDICATED, PROVIDE MINIMUM WELD SIZE IN

ACCORDANCE WITH AISC SPECIFICATIONS, TABLE J2.4. OR 3/16”, WHICHEVER IS GREATER.

4. ALL GROOVE WELDS INDICATED ON THE PLANS AND SECTIONS MUST BE COMPLETE

JOINT PENETRATION WELDS (CJP) UNLESS SPECIFICALLY INDICATED AS PARTIAL

PENETRATION WELDS.

5. DIMENSIONS TO CENTERLINE OF COLUMNS, BEAMS, AND BRACING AND BACKS OF

CHANNELS, UNLESS NOTED OTHERWISE.

6. ALL FIELD BOLTED CONNECTIONS MUST BE MADE WITH 3/4" DIAMETER A325N BOLTS,

UNLESS NOTED OTHERWISE. ALL FIELD BOLTED CONNECTIONS MUST BE SNUG

TIGHTENED UNLESS INDICATED AS PRETENSIONED OR SLIP CRITICAL. ALL FAYING

SURFACES FOR PRETENSIONED AND SLIP CRITICAL BOLTS MUST BE CLASS A, AS

REQUIRED PER THE SPECIFICATIONS. PRETENSIONED AND SLIP CRITICAL CONNECTIONS

MUST BE TIGHTENED USING LOAD INDICATING WASHERS. PROVIDE HIGH STRENGTH

BOLTS ACCORDING TO RCSC’S “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM

A 325 OR A 490 BOLTS” FOR THE TYPE OF JOINT SPECIFIED.

7. SEE SPECIFICATION SECTION 01 45 35 FOR FABRICATOR SPECIAL INSPECTIONS.

SPECIAL STRUCTURAL INSPECTIONS:

1. SPECIAL INSPECTIONS AND TESTS MUST BE BY AN INDEPENDENT TESTING AND

INSPECTION AGENCY EMPLOYED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER. TEST AND INSPECTION REPORTS MUST BE SUBMITTED FOR

REVIEW TO THE CONTRACTING OFFICER.

2. SPECIAL INSPECTIONS AND TESTS MUST BE PERFORMED DURING CONSTRUCTION IN

ACCORDANCE WITH CHAPTER 17 AND SECTION 110 OF THE 2015 INTERNATIONAL

BUILDING CODE, STATEMENT OF SPECIAL INSPECTIONS, SCHEDULE OF SPECIAL

INSPECTIONS, AND THE CONTRACT SPECIFICATIONS. NOTIFY AND ACCOMMODATE THE

APPLICABLE INSPECTOR DURING APPROPRIATE PHASES OF THE WORK AS REQUIRED

BY EACH TEST AND INSPECTION.

3. SPECIAL INSPECTION, SEE SPECIFICATION SECTION 01 45 35, SPECIAL INSPECTIONS,

STATEMENT OF SPECIAL INSPECTIONS AND SCHEDULE OF SPECIAL INSPECTIONS.

4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF SEISMIC-RESISTING

SYSTEMS, SEISMIC-RESISTING COMPONENTS OR ELEMENTS MUST SUBMIT A WRITTEN

CONTRACTOR’S STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR

TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR ELEMENTS. THE

CONTRACTOR’S STATEMENT OF RESPONSIBILITY MUST CONTAIN THE FOLLOWING:

A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS

INCLUDING THE TYPE AND FREQUENCY OF TESTING, TYPE AND

FREQUENCY OF THE SPECIAL INSPECTIONS REQUIRED, TYPE AND

FREQUENCY AND DISTRIBUTION OF TESTING AND SPECIAL REPORTS.

B. ACKNOWLEDGEMENT THAT THE CONTROL WILL BE EXERCISED TO

OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR’S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING THE

DISTRIBUTION OF REPORTS.

D. IDENTIFICATION OF QUALIFICATION OF THE PERSON (S) EXERCISING

SUCH CONTROL AND THEIR POSITION IN THE ORGANIZATION.

EARTHWORK:

1. THE EXISTING SOILS MUST BE OVER EXCAVATED TO A DEPTH OF 2 FEET BELOW THE

BOTTOM OF THE FOOTING ELEVATIONS AND REPLACED WITH SATISFACTORY BACKFILL

MATERIAL. IF UNSATISFACTORY SOILS ARE ENCOUNTERED AT THE BASE OF THE OVER

EXCAVATION, THE OVER EXCAVATION MUST CONTINUE UNTIL THE UNSATISFACTORY

MATERIAL IS REMOVED. THE OVER EXCAVATION MUST EXTEND AT LEAST FIVE FEET

HORIZONTALLY BEYOND THE PERIMETER FOOTPRINT OF THE BUILDING. THE

SATISFACTORY BACKFILL MATERIAL MAY STOP AT THE BOTTOM OF FOOTING

ELEVATIONS. ONCE THE FOUNDATIONS HAVE BEEN PLACED, BACKFILL WITH

SATISFACTORY BACKFILL MATERIAL MUST CONTINUE TO FINAL GRADE.

2. SEE SPECIFICATION SECTION 31 00 00 – EARTHWORK FOR ADDITIONAL INFORMATION.

FUTURE EXPANSION PROVISIONS:

1. NONE

NONE

1 2 3 4 5

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

D

C

B

A

1 2 3 4 5

D

C

B

A

S Y

M

DRAWFORM REVISION: 13 FEB 2019

SATISFACTORY TO DATE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N

1389898

N62473-16-D-1850

C O

R O

N A

D O

C

A L

IF

O R

N

IA

BRANCH MANAGER

CHIEF ENG/ARC

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S O

U T

H W

E S

T C

A L

IF

O R

N

IA

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S A

N D

IE

G

O

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V A

L B

A S

E

C M

V -2

B

A

IR

F

IE

L D

I M

P R

O V

E M

E N

T S

N A

V B

A S

E C

O R

O N

A D

O

C A

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

PM/DM

DES DRW CHK

C rv t\

\A

F L D

-P

-1

-S js c h ie v e .r v t

/1

/2

:3

:2

A M

G E

N E

R A

L S

T R

U C

T U

R A

L N

O T

E S

S-001

JRJ JAS JHL

18285424

JESSE R.

JAECKEL

E-10498

S

T

A

N

E

B

R

A

S

K

A

P R

O

F

E

S

S

I

O

N

C I

G

I

N

E

E

270269210

18'-0"

APPROACH

SLAB

STOOP

5'-0"

TOF

EL 98' - 0"

TOF

EL 98' - 0"

TOF

EL 98' - 0"

TOF

EL 98' - 0"

8" SLAB-ON-GRADE

TOC EL 100'-0"

SEE FOUNDATION

PLAN NOTE 2

C2

S-502

C2

S-502

C2

S-502

C2

S-502

CJ

CJ

C J

A3

S-502

3'-0" 12'-0" 3'-0"

3'-0"

3'-0"

A1

S-502

EQUIPMENT PAD

SEE FOUNDATION

PLAN NOTE 6

MCJ MCJ

MCJ MCJ

MCJ MCJ

T Y

P

EXTERIOR EQUIPMENT PAD

SEE A2 ON S-503 AND

FOUNDATION PLAN NOTE 6

PROVIDE 1/2" COMPRESSIBLE

FILLER AND SEALANT

BETWEEN CONC WALL AND

EXTERIOR EQUIP PAD

E

Q S

P A

C E

S

O

C

HSS2X2X3/16 HSS2X2X3/16

HSS2X2X3/16 HSS2X2X3/16

2'-0" 18'-0" 2'-0"

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

16K3 SP (SEE NOTE 11)

ROOF EDGE, TYP

SEE ARCH

S E

E N

O T

E

EXTENDED END

TYPE R1 TYP

M L -2

(B O

L

M L -2

(B O

L

(J S

T B

R G

(J S

T B

R G

EXTENDED END

TYPE R1 TYP

D2

S-506

D4

S-506

C3

S-506

C2

S-506

C3

S-506

C2

S-506

D4

S-506

D2

S-506

B4

S-506

SIM

SIM

ML-3

(BOL=110'-0")

D5

S-506

SUB-DIAPHRAGM FRAMING

SEE B4 ON S-506

(3 ROWS TYP)

M L -2

(B O

L

5'-0"

8'-0"

NET UPLIFT

MARK NOTE

1 -11 PSF

2 -19 PSF

3 -38 PSF

NOTE:

1. LOADS SHOWN ARE NORMAL TO ROOF.

2. LOADS SHOWN ARE ALLOWABLE

STRESS LOADS (ASD).

NONE

1 2 3 4 5

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

D

C

B

A

1 2 3 4 5

D

C

B

A

S Y

M

DRAWFORM REVISION: 13 FEB 2019

SATISFACTORY TO DATE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N

1389898

N62473-16-D-1850

C O

R O

N A

D O

C

A L

IF

O R

N

IA

BRANCH MANAGER

CHIEF ENG/ARC

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S O

U T

H W

E S

T C

A L

IF

O R

N

IA

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S A

N D

IE

G

O

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V A

L B

A S

E

C M

V -2

B

A

IR

F

IE

L D

I M

P R

O V

E M

E N

T S

N A

V B

A S

E C

O R

O N

A D

O

C A

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

PM/DM

DES DRW CHK

C rv t\

\A

F L D

-P

-1

-S js c h ie v e .r v t

/1

/2

:2

:0

A M

U T

IL

IT

Y B

U

IL

D

IN

G F

O U

N D

A T

IO

N

A N

D R

O O

F F

R A

M

IN

G P

L A

N S

S-101

JRJ JAS JHL

18285425

GENERAL SHEET NOTES

1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.

2. FOR TYPICAL STRUCTURAL DETAILS, SEE S-500 SERIES SHEETS.

ROOF FRAMING PLAN NOTES:

1. 1 1/2” x 20” GAGE WIDE RIB ROOF DECK, TYP. METAL DECK ATTACHMENT TYPE

A. SEE A4 ON S-506 FOR ROOF DECK ATTACHMENT SCHEDULE.

2. JOIST BEARING ELEVATION SHOWN THUS (JST BRG=XXX'-XX") ON PLAN.

3. BOTTOM OF LINTEL ELEVATION SHOWN THUS (BOL=XXX'-XX") ON PLAN.

4. ML-X - INDICATES MASONRY LINTEL. SEE C1 ON S-504 FOR SCHEDULE.

5. M.O. - INDICATES MECHANICAL OPENING.

6. SEE DETAILS AND SECTIONS FOR TYPICAL JOIST CONSTRUCTION DETAILS.

7. JOIST BRIDGING NOT SHOWN. JOIST BRIDGING AND CONNECTIONS MUST BE

DESIGNED BY THE STEEL JOISTS MANUFACTURER.

8. DISCONTINUE JOIST BRIDGING WHERE MECHANICAL DUCTS RUN BETWEEN

THE JOISTS. SEE “TYPICAL INTERRUPTION OF BRIDGING @ DUCTWORK

DETAIL”, ON SHEET S-506.

9. VERIFY ROOF MECHANICAL PENETRATIONS SIZES AND LOCATIONS.

10. PROVIDE ANGLE FRAMING AT ALL OPENINGS 12" OR LARGER IN METAL ROOF

DECK UNLESS NOTED OTHERWISE. SEE DETAIL A2 ON S-506.

11. DESIGN TOP CHORD FOR ADDITIONAL 1.5k (SEISMIC-ASD) STRUT LOAD

(TENSION AND COMPRESSION).

1/4" = 1'-0"A1

FOUNDATION PLAN

1/4" = 1'-0"A3

ROOF FRAMING PLAN

NOT TO SCALED1

SSMR-WIND UPLIFT DIAGRAM

NORTH NORTH

FOUNDATION PLAN NOTES:

1. ARCHITECTURAL FINISHED FLOOR ELEVATION 100'-0" IS EQUAL TO SITE CIVIL

SURVEY ELEVATION 21.50.

2. SLAB-ON-GRADE: 8 - INCH THICK CONCRETE SLAB WITH #5@16 EW CENTERED.

SLAB MUST BE PLACED OVER 15 MIL VAPOR BARRIER OVER 6 - INCH MAT OF

FREE DRAINING COMPACTED GRANULAR MATERIAL.

3. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF THICKENED, SLOPED,

RAISED OR DEPRESSED SLABS.

4. SEE PLUMBING SHEETS FOR FLOOR DRAINS (FD), FLOOR CLEANOUT (CO), AND

TRENCH DRAIN (TD) LOCATIONS.

5. CJ - INDICATES SLAB CONTROL JOINT. DCJ -INDICATES DOWELED SLAB

CONTROL JOINT. SEE DETAILS ON SHEET S-502.

6. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICAL

AND ELECTRICAL DRAWINGS. SEE STRUCTURAL DRAWINGS FOR TYPICAL

EQUIPMENT PAD DETAILS UNLESS NOTED OTHERWISE.

JESSE R.

JAECKEL

E-10498

S

T

A

N

E

B

R

A

S

K

A

P R

O

F

E

S

S

I

O

N

G

I

N

E

E

270269211

10'-0" 7'-4"

TOC = 100'-0"

M C

J

M C

J

M C

J

M C

J

M C

J

M C

J

MCJ MCJ

8" 8'-8" 8" 7'-4"

4" 8'-0" 4"

C3

S-102

2'-0" CONC SLAB W/

#7 @ 12 EW T&B

3'-0" 2'x2'x1' DEPTH

SUMP PIT

PETRO-PIPE

ENCLOSURE. SEE

ELECTRICAL

DRAWINGS

5'-0"

41'-4"

S L O

P E

S L A

B

IN

SLOPE SLAB 1" IN 20'-0"

8" CURB

SEE A1 ON S-102

NOTES:

1. GATE AND HINGES ARE TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR.

2. SEE ARCHITECTURAL DRAWINGS FOR GATE GEOMETRY AND DETAILS.

A1

S-102

C1

S-102

B1

S-102

S-102

D1

EQUIPMENT PAD

SEE A4 ON S-503

SEE PLAN 1'-0" 1'-0"

GATE

NOT SHOWN

SEE ARCH

4-3/4" DIA GALV TITEN HD

ANCHORS BY SIMPSON

STRONG TIE OR APPROVED

EQUAL (5 1/2" MIN EMBED

INTO FOUNDATION)

BASE PL 1/2x14x1'-2"

SEE NOTE 1

1" MIN NON-SHRINK GROUT

1/4

TYP

2"

MAT SLAB

SEE PLAN

HSS6x6

PAINT BLACK

(PRIMER + 2 FINISH COATS)

SEE NOTE 2

CAP PL 1/4

SEAL WELD

GRIND SMOOTH

NOTES:

1. OFFSET BASE PLATE 3" TO CLEAR FOUNDATION WALL

NEXT TO MASONRY WALLS EACH END OF GATE TYP.

2. PROVIDE 1/2" MIN COMPRESSIBLE FILLER AND

SEALANT AROUND HSS6x6 WHERE EMBEDED IN

THICKENED SLAB EDGE TYP.

APPROACH SLAB

SEE A1 ON S-502

FOR REINFORCING

8" CURB

SEE A1 ON S-102LAP

#7 Z-BAR TO MATCH SLAB

REINFORCING SPACING

ENGINEERED FILL

SAND LAYER

VAPOR BARRIER

1'-0"

PAVING OR

GRADE

SEE CIVIL

CONC MAT SLAB

SEE PLAN

8"

1-#5 CONT

#4@12

DOWELS

ENGINEERED FILL

SAND LAYER

1'-0"

VAPOR BARRIER

8" MASONRY WALL

WATERSTOP

SLOPE

PAVING

SEE CIVIL

CONC MAT SLAB

SEE PLAN

REINFORCING

T&B TO MATCH

MAT SLAB

LAP TYP

ENGINEERED FILL

SAND LAYER VAPOR BARRIER

1'-0"

8" CURB. SEE

A1 ON S-102

SEE PLAN

PAVING OR

GRADE

SEE CIVIL

CONC MAT SLAB

SEE PLAN

ENGINEERED FILL

SAND LAYER

1'-0"

VAPOR BARRIER

8" MASONRY WALL

WATERSTOP

#7 Z-BAR

8" CURB. SEE

A1 ON S-102

2'-0" SQ LAP

HSS6x6 INSTALL CAP PL

AFTER ANCHOR IS INSTALLED

END OF CMU WALL

CELLS GROUTED FULL

7/8" DIA ANCHOR

BOLT W/DOUBLE NUT

LOCATE ANCHOR

DOWN 6" FROM TOP

OF HSS6x6

NOTES:

1. GATE AND HINGES ARE TO BE DESIGNED AND PROVIDED BY CONTRACTOR.

2. SEE ARCH DRAWINGS FOR GATE DETAILS.

AS NOTED

1 2 3 4 5

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

D

C

B

A

1 2 3 4 5

D

C

B

A

S Y

M

DRAWFORM REVISION: 13 FEB 2019

SATISFACTORY TO DATE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N

1389898

N62473-16-D-1850

C O

R O

N A

D O

C

A L

IF

O R

N

IA

BRANCH MANAGER

CHIEF ENG/ARC

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S O

U T

H W

E S

T C

A L

IF

O R

N

IA

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S A

N D

IE

G

O

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V A

L B

A S

E

C M

V -2

B

A

IR

F

IE

L D

I M

P R

O V

E M

E N

T S

N A

V B

A S

E C

O R

O N

A D

O

C A

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

PM/DM

DES DRW CHK

C rv t\

\A

F L D

-P

-1

-S js c h ie v e .r v t

/1

/2

:2

:0

A M

U N

IT

S

U B

S T

A T

IO

N

F O

U N

D A

T

IO

N P

L A

N

S-102

JRJ JAS JHL

18285426

1/4" = 1'-0"A2

UNIT SUBSTATION FOUNDATION PLAN

GENERAL SHEET NOTES

1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.

2. FOR TYPICAL STRUCTURAL DETAILS, SEE S-500 SERIES SHEETS.

NORTH

FOUNDATION PLAN NOTES:

1. ARCHITECTURAL FINISHED FLOOR ELEVATION 100'-0" IS EQUAL TO SITE CIVIL

SURVEY ELEVATION 21.50.

2. SLAB-ON-GRADE: 8 - INCH THICK CONCRETE SLAB WITH #5@16 EW CENTERED.

SLAB MUST BE PLACED OVER 15 MIL VAPOR BARRIER OVER 6 - INCH MAT OF

FREE DRAINING COMPACTED GRANULAR MATERIAL.

3. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF THICKENED, SLOPED,

RAISED OR DEPRESSED SLABS.

4. SEE PLUMBING SHEETS FOR FLOOR DRAINS (FD), FLOOR CLEANOUT (CO), AND

TRENCH DRAIN (TD) LOCATIONS.

5. CJ - INDICATES SLAB CONTROL JOINT. DCJ -INDICATES DOWELED SLAB

CONTROL JOINT. SEE DETAILS ON SHEET S-502.

6. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICAL AND

ELECTRICAL DRAWINGS. SEE STRUCTURAL DRAWINGS FOR TYPICAL

EQUIPMENT PAD DETAILS UNLESS NOTED OTHERWISE.

7. FOR MASONRY DETAILS, SEE SHEETS S-504 AND S-505.

8. MCJ - INDICATES MASONRY CONTROL JOINT, SEE SHEETS S-504 AND S-505.

3/4" = 1'-0"C3

SECTION

3/4" = 1'-0"A1

SECTION

3/4" = 1'-0"C1

SECTION

3/4" = 1'-0"B1

SUMP PIT DETAIL

1" = 1'-0"D1

GATE POST

CONNECTION DETAIL

JESSE R.

JAECKEL

E-10498

S

T

A

N

E

B

R

A

S

K

A

P R

O

F

E

S

S

I

O

N

G

I

N

E

E

270269212

NOTES:

1. REBAR SPLICE LENGTHS MUST BE AS SHOWN

UNDER HEADING "VERTICAL" EXCEPT IF SPLICED

BARS ARE HORIZONTAL BARS WITH 12" OR MORE

CONCRETE BELOW. THEN SPLICE LENGTH MUST

BE AS SHOWN UNDER HEADING "OTHER".

2. AT SPLICES THE BAR SPACING IS THE CENTER TO

CENTER DISTANCE BETWEEN ADJACENT REBARS.

3. SPLICES MUST BE CONTACT SPLICES AND WIRED

TOGETHER.

4. NO WELDED OR MECHANICAL SPLICES ARE

PERMITTED UNLESS INDICATED OTHERWISE.

5. UNLESS OTHERWISE SHOWN, SPLICES FOR

BOTTOM REINFORCING BARS IN BEAMS AND

SLABS MUST BE CENTERED OVER THE SUPPORTS.

SPLICES FOR TOP REINFORCING BARS MUST BE

LOCATED ON CENTERLINE OF SPAN.

MINIMUM LAP SPLICE LENGTHS f'c = 4500 psi

BAR

LAPS FOR BARS SPACED

GREATER THAN MIN BAR SPACING

LAPS FOR BARS SPACED CLOSER

THAN MIN BAR SPACING

VERTICAL OTHER VERTICAL OTHER

MIN BAR

SPACING

#3

#4

#5

#6

#7

#8

#9

#10

#11

3"

3"

3"

4"

4"

4"

4 1/2"

5"

5 5/8"

1'-4"

1'-7"

1'-11"

2'-4"

3'-6"

4'-7"

5'-9"

7'-4"

9'-0"

5'-11"

1'-6"

2'-0"

3'-0"

4'-6"

7'-6"

9'-6"

11'-8"

2'-6"

1'-4"

1'-8"

3'-8"

2'-7"

4'-11"

6'-6"

8'-3"

10'-6"

12'-10"

1'-6"

2'-2"

4'-9"

6'-5"

16'-8"

3'-4"

8'-6"

13'-7"

10'-9"

RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL

2-#5x4'-0" EACH FACE

TYP 4 LOCATIONS

ADDITIONAL REINF

SEE NOTE 1

SYMM ABOUT

OPENING

NOTES:

1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION MUST BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS.

PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2" CLEAR TO OPENING.

2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS

SHOWN ABOVE.

3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE TYPICAL REINFORCING 2" CLEAR TO OPENING.

4. OPENINGS 12" OR LESS IN SLABS AND WALLS, NO EXTRA REBARS ARE REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL

REINFORCING MUST BE RESPACED (NOT CUT) TO ALLOW FOR OPENINGS.

5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND

INDICATED ABOVE.

6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS.

TYP

L/2 +

LAP LENGTH W/2

CL

SYMM ABOUT

OPENINGCL

TYP

D/2 +

LAP LENGTH

SYMM ABOUT

OPENINGCL

T Y

P

W /2

L

A P

L E

N G

T H

L /2

L /2

T Y

P

D /2

L

A P

L E

N G

T H

D

4'-0"

MIN

TYP

STD HOOK

STD HOOK

NOTES:

1. HOOKS MUST BE STANDARD 90 DEGREE HOOKS.

2. OPTIONAL LAP LOCATION. APPLIES TO BOTH DOUBLE AND SINGLE LAYER CONDITIONS TYP.

HOOK

ALTERNATE

DIRECTION OF HOOKS

SEE DRAWINGS

FOR REINF SIZE

AND LOCATION, TYP

SEE

NOTE 2

LAP SPLICE + 6"

/4

L A

P S

P L

IC

E

/4

LAP

OPTIONAL

1'-3 3/4"

OPTIONAL

CONST JOINT

CONCRETE

FOOTING

OPTIONAL

CONST JOINT

CONCRETE

FOOTING

NOTE:

1. INTERSECTION BARS MUST

BE SAME SIZE AND SPACING

AS FOOTING BARS.

WALL CONTROL JOINT WALL CONST JOINT

3/4"

T Y

P

NOTES:

1. STOP ALTERNATE HORIZONTAL BARS AT JOINT.

2. SEE PLANS FOR CJ LOCATIONS.

SEALANT WITH

BACKER ROD

CONCRETE WALL

E Q

E Q

AS NOTED

1 2 3 4 5

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

D

C

B

A

1 2 3 4 5

D

C

B

A

S Y

M

DRAWFORM REVISION: 13 FEB 2019

SATISFACTORY TO DATE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N

1389898

N62473-16-D-1850

C O

R O

N A

D O

C

A L

IF

O R

N

IA

BRANCH MANAGER

CHIEF ENG/ARC

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S O

U T

H W

E S

T C

A L

IF

O R

N

IA

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

S A

N D

IE

G

O

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

N A

V A

L B

A S

E

C M

V -2

B

A

IR

F

IE

L D

I M

P R

O V

E M

E N

T S

N A

V B

A S

E C

O R

O N

A D

O

C A

UNCLASSIFIED

412 E PARKCENTER BLVD

SUITE 100

BOISE, ID 83706

(208) 387-7000

PM/DM

DES DRW CHK

C rv t\

\A

F L D

-P

-1

-S js c h ie v e .r v t

/1

/2

:2

:0

A M

S T

R U

C T

U R

A L C

O N

C R

E T

E D

E T

A

IL

S

S-501

JRJ JAS JHL

18285427

NOT TO SCALEA4

CONCRETE REINFORCING

LAP SPLICE SCHEDULE

NOT TO SCALEB4

EXTRA REINFORCING AROUND OPENINGS

3/4" = 1'-0"A1

TYPICAL CONCRETE WALL

CORNER & INTERSECTION REINFORCING

3/4" = 1'-0"A3

TYPICAL FOOTING

CORNER REINFORCING

3/4" = 1'-0"B3

TYPICAL FOOTING

INTERSECTION REINFORCING

3/4" = 1'-0"D4

TYPICAL CONCRETE WALL JOINT

JESSE R.

JAECKEL

E-10498

S

T

A

N

E

B

R

A

S

K

A

P R

O

F

E

S

S

I

O

N

G

I

N

E

E

270269213

STOP SLAB REINF 2"

FROM JOINT, TYP

BUTT JOINT

1" DIA SMOOTH DOWEL

x1'-6" LONG @ 1'-0" OC

(PAINT AND OIL ONE END)

CONSTRUCTION JOINT (CJ, DCJ)

1/2" WIDE x 3/4" DEEP

GROOVE W/ SEALANT

SAWCUT 1/8" WIDE MIN

MAX WIDTH EQUAL TO

SEALANT WIDTH

CONTROL JOINT (CJ)

8" SLAB

STOP SLAB REINF 2"

FROM JOINT, TYP

1" DIA SMOOTH DOWEL

x1'-6" LONG @ 1'-0" OC

(PAINT AND OIL ONE END)

T /2

T

1/2" WIDE x 3/4" DEEP

GROOVE W/ SEALANT

INTERNAL CORNER

DISCONTINUOUS JOINT INTERSECTION

2"

2"

2-#4 X 2'-0"

LONG 2" BELOW

SURFACE

2-#4 X 2'-0"

LONG 2" BELOW

SURFACE

SLAB EDGE

CJ

1/2" WIDE x 1/2" DEEP

GROOVE W/ SEALANT

AT EXPOSED FLOORS

SLAB ON GRADE

1/2" EXP JT MATERIAL

FACE OF WALL

AT COLUMN

1/2" WIDE X 1/2" DEEP

GROOVE W/SEALANT

AT EXPOSED FLOOR

COLUMN

"T

C

LR

3"

ENGINEERED FILL

GRADE OR

PAVE…