6 1 Drawings1 of 2.pdf

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

REVISION 1 11/02/20

REVISION 2 11/24/20

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES GENERAL PAINTING NOTES

GENERAL SEALANT / CAULKING NOTES

GENERAL DEMOLITION AND PHASING NOTES

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

5'- 0"

2"

3'- 4" 4'-

0"

R E

4'- 0"

4'- 0"

3'- 4"

5'- 0"

IN

4'-0"

2'- 1"2'-

4"2'-

4"

1'-

1'-

3'- " 1'-0"

3'-0"

1'-

2'-

2'-

IN

1'- "

3'- 4" 3'-

" 4'- 0"

2'-

5/

3'-

1'- 5"

" IN

1 " IN 1 "

5'-

12" IN

3'-4"

3/ " 1'-0 1/ "

1'- 0"

3'- 0"

2'-

2'-

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

18'-0"

2'- 6"

'-6

5'-

6"

'-6

'-6

'-0

'-0

'-6

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REVEN S INS

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20'-0" E ON

B500 KEY PLAN

I E EN IN E ION ON RO RIS SSESS EN

I R RO E RES S ER E RE ER OS

N E ES V E I EN ER I R N N S

IRE E E ON R IN O I ER

RE RESEN IVE OR

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O R VE N IN ERI I E S E E S RES

I S I E OR IN ERIOR OORS E

O E ONS R ION SI E S E OS E S ER

E I S N

O IN IN E ION ON RO ER I RIOR O

E INNIN OR

E ONE O R IRE R E ONS R ION RRIERS

S E ONS R E RIOR O E INNIN O ER

OR

E ONS R N EROO EN R N ES O

ONS R ION RE S N RE IRE

ONS R ION ERSONNE O SS RO IS

ROO O E V E I E V E NER

RIOR O E VIN E SI E

IRE RO E ION S S E S S RE IN N ION

OR O IE RE S ON E OOR

ROVI E IRE E IN IS ERS IN ONS R ION

RE S REVIE I OR N V S E RO

IN IN E I I S IN ONS R ION RE

I IN IN NE IVE IR RESS RE IN ONS R ION

RE I ES 24/ E ER O IE OR NO

RO O R ION O RO E SIN E

E I E IR I R ION NI S

ONS R ION RE S RE IN ISO E RO

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O SI E E ONS R ION RE ISO E V

S S E I IN ONS R ION RE O REVEN

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RE IRE E I EN ER ERSONNE IEN S

N VISI ORS SO E O NO E I RO E

ONS R ION RE ROVI E SI NS ON OORS IN O

E ONS R ION RE RE S " ONS R ION

RE - O NO EN ER"

ENER ON R OR S IN IN I O S

N EE RREN O OR ER I ON SI E

S S E E OORS IN O E

ONS R ION RE N S E ONI ORE O

E S RE E RE IN E E IVE

N IN IN E N N OR ER ONS R ION RE

E RIS RE OV S E IN OVERE R S

N /OR ON INERS

O SE O ES N RES N ENE R IONS

RO I ES N ON I S RO RI E N

I E I E O IN IN S RO E ION N

NE IVE IR RESS RE

IN IN S IN N E I EN IN IN S

O S E O S ROO S E S N E N

I IN R S OR E NIN INE S RO OORS

N EN O IE RE S N S R E

O SI E O ONS R ION RE S E E NE

I E I E

ER O E ION O OR V ONS R ION

RE I E I ERE V S E O I

ISIN E N RE OVE ONS R ION RRIERS

ON ROV OR RE IR N E

RO ONS R ION RRIER RE OV N RE OVE

ISO ION O V S S E

R ONS R ION RRIERS S NO E RE OVE

N I RO E IS O E E N INS E E V

S E ERSONNE IN E ION ON RO RO N

OR

ICRA NOTES:

ICRA SYMBOL LEGENDINFECTION CONTROL RISK

ASSESSMENT:

S E 1

IDENTIFY THE E OF CONSTRUCTION PROJECT

ACTIVITY (TYPE A–D)

TYPE A: INS E ION N NONINV SIVE IVI IES

TYPE B: S -S E S OR - R ION IVI IES

RE E INI S

TYPE C: OR ENER ES O ER E O

I EVE O S OR RE IRES E O I ION OR

RE OV O N I E I IN O ONEN S OR

SSE IES

TYPE D: OR E O I ION N ONS R ION

RO E S

S E 2

I EN I E PATIENT RISK GROUPS I E

E E

I ORE N ONE RIS RO I E E E

SE E E I ER RIS RO

S E 3

E IEN RIS RO O E I

I I ES I E NNE ONS R ION

RO E E ON E O O IN

RI O IN E SS O RE IONS I II

III OR IV OR EVE O IN E ION ON RO

IVI IES RE IRE

STEP 4: I EN I E RE S S RRO N IN E RO E

RE SSESSIN O EN I I

E O OVE NOR SO E S ES

RIS RO

STEP 5: I EN I S E I I SI E O IVI OR E E

IEN ROO S E I ION ROO N SO ON

STEP 6: I EN I ISS ES RE E O VEN I ION

IN N E E RI IN ER S O E

O RREN E O RO E O ES

STEP 7. I EN I ON IN EN E S RES SIN RIOR

SSESS EN ES O RRIERS OR E E

SO I S S I E I R ION E RE IRE

STEP 8. ONSI ER O EN I RIS O ER E IS

ERE RIS E O O RO ISIN S R R

IN E RI OR E E EI IN ROO

NOTE: RENOVATION/CONSTRUCTION AREA SHALL BE

ISOLATED FROM THE OCCUPIED AREAS DURING

CONSTRUCTION AND SHALL BE NEGATIVE WITH RESPECT TO

SURROUNDING AREAS.

STEP 9. OR O RS N OR I E OR E ONE

RIN NON- IEN - RE O RS

STEP 10. O NS O OR E E N ER O

ISO ION/NE IVE IR O ROO S

STEP 11. O E NS O OR E RE IRE N ER

N E O N - S IN SIN S

STEP 12. OES E IN E ION REVEN ION N ON RO

S REE I E INI N ER O SIN S OR

IS RO E VERI INS I I I E INES

INS I E I ESI N N ONS R ION I E INES

OR ES N RE

STEP 13. OES E IN E ION REVEN ION N ON RO

S REE I E NS RE IVE O E N N

SOI E I I ROO S

STEP 14. N O IS SS E O O IN ON IN EN

ISS ES I E RO E E OR E E R I

O O SE EE IN E RIS RE OV O N EN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

7/28/2020

EXP. 12/31/2020

B500 KEY PLAN

KEY PLAN

KEYED NOTES:

SHEET NOTES:

7/28/2020

EXP. 12/31/2020

B500 KEY PLAN

KEY PLAN

KEYED NOTES:

SHEET NOTES:

7/28/2020

EXP. 12/31/2020

4'-0" 8'-0" 16'-0"

18" IN

12" IN 4" IN

N E

1/8" 1'-0"

V N-1 101R101

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99 91

INE

SEE / -

SEE / -

ABBREVIATIONS

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S/ IN S

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OS E

N E

O N R INE

℄ EN ER INE

E E E ION N E

E E RI SE

O INE

I EN I

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O EN INE

NO E

O O E

⅊ RO ER INE

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/ IR ON I ION

/ NI IR ON I IONIN NI

/E R I E /EN INEER

ERI N R I E R

N RERS SSO I ION

N OR O ER ORIN

R I E R RRIERS

RE E SE O RSE

S IR RE S I

S ES OS E EN OR S I

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IR IR I RE ER

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S R ESS OOR

S R ESS OOR

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SR IN ON OR S EE

REIN OR E

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O I OOR OSER

I ION

N I ION

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EN OININ OR

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IN INIS R ION

O I OOR O O

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OVE INIS E R E

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ERI N S SSO I ION

SSO I E ENER ON R ORS

R RE E

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R N OR

IR N IN NI

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IS ERI N INS I E O S EE

ONS R ION

IN

ERN E

NO ERN E N ER

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ROVE

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RR RRES OR

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S ERI N SO IE OR ES IN N

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RESS RESS RE

REV REVIO S

RI RI R

R R IN

R RE O E

RO RO E

RO RO ER

RV RESS RE RE IE V VE

S S I

S O N S ER S RE OO

SI O N S ER S RE IN

IN NE I E RESS RE

RE E OIN O N EN

ER O E IS ENSER

N R I ION

V O VIN ORI E S I OIN

O VER I RVE

V VIN

VI OIN O VER I IN ERSE ION

V OIN O VER I N EN

V VE EN

R O ER

I SS R N E

I ON RO

R RR

RR I E

RR I E SE

RR I E OOR

R R ER

N I R N I

R R I S RISER R ER RE RN

R RE RN IR

R R I OR R I S

R RESI IEN SE OR R ER SE

R RO E OO

R REIN OR E RI SONR

R R R ER

R RE O E ON RO

R RE E E EI IN N

REIN OR E ON RE E I E

R VR RE EIVER

R RO OR ROO R IN

RE RE ESSE

RE RE EIVE

RE RE E E

RE RE N E

RE RE IN

RE RE EREN E OR RE RI ER OR

RE R RE R OR RE RI ER ION

RE RE IS ER RE OR

REIN REIN OR E

RE RE IR

RE RE E

RE RE IRE

RE RE IRE

RESI RESI IEN

RESI RESI IEN I E

RE RE RN

REV REVISION

R R IO RE EN ROO RE RN

N

R ROO IN

R I RE ES OR IN OR ION

R RE ES OR RO OS

R S RI I V NI E S EE

R RI N

R RE E OI

R S RO N E INE S RE

R R RI N REVERSE

R S RO N E OO S RE

RI R ER INS E

R ROO E ER

R R I IN

R ROO

RN RO N

RO RO O ENIN

RO RI O

R REVO IONS ER IN E

RS RO S N

RS RESI IEN S EE OORIN

R RI

RV ROO VEN

RVS REVERSE

RV RESI IEN VIN I E

R RE OO

R R IN ER E ER

S SE ON SO S NI R SE ER

S R RE

S S IR

S V S V E S S E

S N S NI R SE ER

S S S EN E O S I I E

S S S EN E O S I I E EI IN

S S S O

S S S RENE IEN S RENE

S S R S S R E

S S IN OE I IEN OR SO I ORE

S S OO S E E

S E S E E S E S E I

S S ER

S RN S REEN

S S R R I E

S SO I ORE OO OOR

S S O R IN S S O E E E OR

OR SO IS ENSER

S SI IN

SE SO E S

SE SE ION

SE SE EN

SE SE E

SE SE R E

S S RE OO EE

S SO OO

S S RI E

S S I IN SS OOR

1 SIN E SE

S SIN E

S S EE

S R S O ER

S R S O ER E

S R S O ER R IN

S S EE

S S EE E S IN

S S E IN

S V S E VIN

SI SI I R

S S ORE OIN

S I S EE OIS INS I E

S S E

S S S EN E EENE'S E EN

S ER

S S I S S O E

S ORI ON S I IN IN O

S S I IN

S N SE N

S S EE E

S S NI R O E

S S O E

SN S NI R N IN IS ENSER

SN INS SO N INS ION

SN S NI R N IN IS OS NI

S S I RESS RE SIN E O E

S S S EN E S ER EI IN

S SIN E O E O E RO

S E S E I I ION

S R S RIN ER

S R S E ER

S S SIN E O E SIN E RO

S S

S S RE

S IN S RE IN

S S RE R

SR S RE IS ER

SS S NI R SE ER OR SERVI E SIN

SS S IN ESS S EE

S S IRS S REE SIN E RO

S S ION

S SO N R NS ISSION SS

S S N R

S I S I ENER

S S EE

S S S EE OIS

S N S EE IN E

S S EE E

S R S EE ROO E

S S EE E

S R S EE R SS

S N S S IN ESS

S OR S OR E

S R S RIN ERS

S R S R R

S R S S R R S EE

S S S I E S R S R E

S S OR

S S S S EN

S S S S EN E EI IN

S S I SI E

S S I O R

S R S IN OOR

S R S I E R

S S O S N S N E I S S S S E

RE I E O N EN

O N O O

ON E N ROOVE

I E N ERI S

RO O OR O E R

O O R

I E O N I O ERI

E E ONE ON RO NE

E ER RE ON RO NE

R I ON RO N

O E IS ENSER

E E NI

E E E ONE

E E ER RE OR E OR R

ER ERR O

ER ER IN

O E S

RE

ER ER

I NESS

RES RES O

RS RES O

R RO

R O RO O

O R

E ERE

E ERE SS

N R E NOR

O O O

O N O O O N ION

O O O E

O O O SONR

O O O R E

OS O O S EE

O O O

OI E ER IS ENSER

OI E ER O ER

R O E R O RE IS ER

R NS R NSO R NSI ION

R NS IN R NS REN OO INIS

R RE E

S ENSI E S REN E S EE O

O S EE O O S ONE O O

S

S ER OS

V E EVISION

I

E R NS ER OE I IEN

N ER

N ER OOR

N ER O N ER REE ER

R N ER O N ER RE RI ER OR

E N ER RO N E E RI

N N ER RO N

N ER RO N E E ONE

NI E ER

N ER RI ERS OR ORIES

I E

N IN N INIS

NO N ESS NO E O ER ISE

ON N ESS O ER ISE NO E

S NIN ERR I E O ER S

R RIN

I I I

V R VIO E

V VO VEN V VE

V VO RE

V V

V R V RIES

V VIN SE

V V RNIS RI VI RI IE V

S IE ON R OR INS E

V VIN O OSI ION I E VI RI IE

I E

VE VE I E

VEN VEN I ION

VER VER I

VES VES I E

V VIN E O S I I E

VI VI INI

VI VI EO

VI VERI IN IE

VNR VENEER

VO VO I E OR NI O O N

VO VO E

VO VO E

V VENEER S ER

V I VER I OIN O IN ERSE ION

V O VER I OIN O RVE

V O VER I OIN O N EN

VR V OR RE R ER

VS VEN S

V R VEN RO ROO

VV V S IE INS E

V VIN OVERIN

V VIN RI

I E ES I S E ER

IRE

/ I /O I O

RR RR N

E

OO O IN

OVERIN OR ER OSE

N ER OSE N

R ER I ER

ER OO ER N

OO IN O I ENSION

IN O

I E N E

RI

R OO R E

S OO RRIN S RI S

ER E ER

SE RE O SE

ER EVE

E E

IRE ES

O O

ER ROO IN E ER ROO

ER RESS RE RO

ER ROO E R NE

R E ER RESIS N

S E ERS RI S E S ER

S R E ERS O

S INS O

EI

I E SE

I E

E E IRE RI

R E ROSS R E

R R NS OR ER

S E R E O S RENE O R

INS ION

-S R E IS IN S R RE

R R E R

ON RE E SE ION

R N R I

ON RE E SONR NI S

RI

RI I INS ION SE ION

S EE SE ION

IN SE ION

OO INIS SE ION

ER INIS SE ION

E R OR SE ION

O S I I E EI IN 24 24

O S I I E EI IN 24 48

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

5'-0"

7"

'-3

6'-1"

4A

'-0

6A8

12 13

E ORAR A

E O IS E A I RE OR RNIS IN

E IS IN A I RE OR RNIS IN

NE A

AREA NO IN S O E

ON RA I I

E O IS E RNI RE OR E I EN SA VA E O

O NER

A I INES IN I A E E IS IN ONS R ION O

RE AIN

RE OVE A E IS IN ONS R ION IN I A E

O AS E INES

EA ON RA OR S A A AN RE AIR A

O ENIN S VOI S OR ENE RA IONS E E

INS A A ION OR ONS R ION O E I EN

I IN S ON I AN O ER A ER RES

OR A E IS IN ONS R ION IN I A E O E

SAVE AN REINS A E RO E I E S RO

A A E RIN AN IN AN ONS R ION

O ERA IONS S ORE O SI E O ONS R ION

AREA IN AN IN OOR R EA ER I

ON I IONE A I I

GENERAL

DEMOLITION NOTES:

B500 KEY PLAN

SCHEDULE OF EXISTING FINISHES

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

20'-7 1/2"

11 1/2"

20552055

A5082A5075

S140

A1011

A5077

0535 0205 0205

R7000

A5082A5106

A1012

A5077

A5082

A5075

A5

E ORAR A

E O IS E A I RE OR RNIS IN

E IS IN A I RE OR RNIS IN

NE A

AREA NO IN S O E

ON RA I I

E O IS E RNI RE OR E I EN SA VA E O

O NER

B500 KEY PLAN

SCHEDULE OF EXISTING FINISHES

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

4'- 0"

9'-0"

8'-0" 9'-0"

9'-0"

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2 flooring will

0688B

0688A06

A4

N A

N A

N A

A4

4'- 9 7

/8" 5'-

1/

4"

7'- 9"

6'-2 1/2"

10'-2 5/8"

A4

A4

2'-6" 4'-0" 4'-0" 2'-6"

14 4

1 4

RO N OOR

IN ERS I IA

308' - 6"

01 IRS OOR

319' - 7 3/4"

00 RO N OOR

299' - 0"

RO N OOR

IN ERS I IA

308' - 6"

B I E BASE EN

69' - 4 1/4"

00 RO N OOR

IN ERS I IA

308' - 6"

1'-2" 1'-2"

1'- 6"

E ORAR A

E O IS E A I RE OR RNIS IN

E IS IN A I RE OR RNIS IN

NE A

AREA NO IN S O E

ON RA I I

E O IS E RNI RE OR E I EN SA VA E O

O NER

A1000

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

8'-0" 9'-0"

9'-0"

9'-0"

8'-4"

10'-0"

14151415

A1

7'- 9"

10'-2 5/8"

2'- 3 1

/2"

5'- 0"

8'-10"

A O S I A I E EI IN 24 24

A O S I A I E EI IN 24 48

OOR O ENIN / E I S IER

12'-8"

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

-0'-10"

-0'-11 1/2"

0'-0"

3 1/4"

2"

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

1'- 0"

1'- 1 3

/8" 1'-

1 3 /8"

1'-

2'-0"

3'- 0"

6'- 0 7

/8"

2'- 2 5

/8" 1'- 7 1

/4"

3'- 0 1

/2"

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

1'-4 3/4"

5'- 7 5

/8"

2'- 1 3

/8" 2'-

3/

8"

5'- 0 3

/4"

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

8'-6 1/2"

6'-

1/ 2"

2'-0"

-0'-11 1/2"

0'-0"

-0'-10"

1'-0"

4" 4"

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

A-402

F60689

M1801

A6330

M1825

10'-4 3/4"

F4 X4112

A1015

CT020

F2000

F0275

M1801M1801 F0275 F0275

CT020

A5145 A5145

F2

8'-4 3/4"

'-0

1/ 8"

2'-0"

2'- 0"

2'- 0"

2'- 6"

CT020

8'- 4"

A1015

F2000

C0044

C06M0

M1801 M1801

2'- 6"

1'- 6"

2'-6"2'-6"2'-6"1'-0" 7'-6"

C 030 C 030 C 030

6'- 6"

A-402 C62

X1415

A6330

C1

C4

M3072

M0506 A5106

A1203

F0360

X1415

M4255

A6

X1415

A5077

X1415

X8700

F2020

A5145

F2250

2'-0"

2'-0"

X1415

X1

M0506

AN E A

F3200

9'- 0"

7'- 0"

2'-6 3/4"

2'-

2'-

4 3 /4"

4"

2'-9" 2'-3"

A1000

A-402E2

E6

E4

E1

R7000

F0535

F0425

F0425

F0425

F0425X1170

A5082A5106

F0205 F0205

F0795

F0205

CT020

2'- 6"

8'- 4"

M1825

M1801 X4112

C0044

C06M0

C0044

X4112 A6330

2'-

CT020

2'-6" 2'-6" 2'-6" 2'-6" 2'-6"

2'- 6"

1'- 6"

2'- 6"

6'- 6"

C 030 C 030 C 030 C 030

10'-0"

X1415

C03 0M

C 030M C 030M

C03 0M

C 030M C 030M C 030M

A1203 C 030

C 030M

X8700 C04 0

A5082 A5075

AN E A

2'-6" 2'-6"

7'- 0"

2'- 1"

7'- 6 1

/4"

2'-6 5/8" 2'-6"

2'- 6"

2'- 0"

2'-

5'-0 5/8"

C02 0M

C02 0M

2'- 0"

2'- 2"

2'-

2'-6" 2'-3" 2'-3" 2'-3" 2'-3" 4'-9" 5'-0" 6'-9"

A5106M0506

A1203

A5

X1415

X8

AN E A

F3200

F0535

9'- 7 3

/8" 06

A6330

X8

0 X1

4'-5"

2'-

2'-

5'-0"

8'- 4"

6'- 0"

F3200

CT020

F0230

M1801

B500 KEY PLAN

NTSF1 ISOMETRIC OF CONTRO ROOM

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

RE

FE

R

TO

E

LE

VA

TI

ON

F

OR

H

EI

GH

T

5"

1'- 6"

45 000 6"

3"

61 000

1'-4"

RE

FE

R

TO

E

LE

VA

TI

ON

F

OR

H

EI

GH

T

2"

1'-7"

7" 7"

RE

FE

R

TO

E

LE

VA

TI

ON

F

OR

H

EI

GH

T

8"

3"

1'-3"

61 000

6" 3'-

2" 3'-

0" 4"

2'- 1"

2'-0"

SI E S LASH S-1

BAC S LASH S-1

SOLI S RFACE CO NTER

TO S-1 ITH INTEGRAL

SIN

EX OSE EN

TO HAVE F LL

FINISHE SI E

ANEL L-1

REMOVABLE

FRONT ANEL

FINISHE IN

L-1 ANEL

EASE E GE

SOLI S RFACE S-1

METAL BLOC ING

BLOC ING AS RE IRE

BLOC ING AS

RE IRE

ALL AS SCHE LE

FINISHE FLOOR

2'- 4 3

/8" 4"

E E

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

HE

IG

HT

2" WIDTH 2"

4"

T4"

HE

IG

HT

2" WIDTH 2"

HE

IG

HT

SI

LL

2"

2"

4'-

E10"E

2'- 9"

3'- 7"

1'-0" 3"

N

2'- 1"

4'- 3"

1'-0" 4"

N4 R

2"

1/2" 1/2"VARIES

SEE LAN

4" 2"

1/2

1/2

E10

HE

IG

HT

2" WIDTH 2"

E10

2"

6"

3" 2-1/2" 3/8" CONTIN O S

STEEL ANGLE - INSTALL STEEL

CLI ANGLES AT FLOOR AND

STR CT RE ABOVE

SHEET LEAD W/ E AL

THIC NESS TO AD ACENT WALL

1/4" STEEL S ACER

-WELD TO STEEL ANGLE AND

HOLLOW METAL FRAME

LEAD LINED DOOR AS SCHED LED

2"

1/2" 1/2"VARIES

SEE LAN

2"

1/2"

VARIES

SEE LAN 1/2"

1/2

VA

RI

ES

SE

E

LA

N 1/2

4" 2"

WINDOW SCHEDULE

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

3/4"

3 1/2" CORNER

OINT STRI S

METAL ST D WALL 1 3/4" INTERMEDIATE

OINT STRI S

1 ATTACH OINT STRI S TO ST DS

2 SCREW G BD TO ST DS THR TABS -SEE

FIGS 1 2 3 BELOW

3 BE S RE TABS ARE IMBEDDED IN G BD SO

NORMAL TA ING AND S AC LING CAN OCC R

LEAD LINED

G S M BOARD

ANEL FIG 1 FIG 2 FIG 3

WRA ALL CABLES

WIRES ETC

ROTR DING FROM

BOX/RACEWA WITH

LEAD

OVERLA SHEET LEAD

WITH G S M BOARD

B MINIM M 1"

LEAD WRA ING M ST

EXTEND BE OND OINT

WHERE A DIRECT LINE OF

SIGHT INTO THE ROOM IS

IM OSSIBLE

FIG D

THIS LENGTH A ROX

E ALS HEIGHT OF

O ENINGLEAD LINED G S M

BOARD

THIS ORTION OF LEAD

M ST OVERLA LEAD ON

INSIDE OF ST D

LEAD LINED G S M BOARD

FIG A

FIG C

FIG B

ALTERNATIVE METHOD WHEN

ATTACHING BOX ATTACH LEAD AT

SAME INSTANCE

THIS ORTION OF SHEET

LEAD TO BE FOLDED OVER

OR NDER BOX/RACEWA

OVERLA ING ALL FOLDS

E E

E

NOTE

THESE DETAILS A L TO

ALL ENETRATIONS IN

LEAD LINED WALLS

ELECTRICAL

O TLET

1/2"

1/2"

9 1/4"

1'- 5"

5 1 /4"

3'- 8 1

/2"

1"

1"

1'-0"

1'- 6"

1"

1"

(TYPE N) DIRECT APPLIED

1 ARTITIONS ARE DISTING ISHED ON FLOOR LANS B S MBOL

DESIGNATION GRA HIC DESIGNATION OR A COMBINATION OF BOTH

DESIGNATIONS SOME ARTITION T ES SHOWN ON THIS SHEET MA NOT BE

SED ON THIS RO ECT

2 ALL WALLS NOT DESIGNATED WITH A GRA HIC OR TAG TO BE T E A IF

NCLEAR CONTACT ARCHITECT

3 "METAL ST DS" INDICATED ON THIS SHEET FOR INTERIOR ARTITIONS

REFER TO THOSE S ECIFIED IN SECTION 09 22 16 - NON STR CT RAL METAL

FRAMING REFER TO S ECIFICATIONS FOR ADDITIONAL CRITERIA S CH AS

MINIM M ST D S ACING MINIM M GA GE AND ERMISSIBLE DEFLECTION

LIMITS SEE SECTION 05 41 04 LOAD BEARING METAL ST D S STEM FOR

FRAMING THAT IS O TSIDE THE SCO E OF 09 22 16 AND ASTM C754 S CH AS

LONG HEADERS CANTILEVERED WALLS TALL WALLS WAL ABLE CEILINGS

AND THEIR S ORTS WALLS EXCEEDING S AN TABLES AND OTHER N S AL

FRAMING CONDITIONS

4 SO ND TRANSMISSION CLASS STC IS A RATING S STEM THAT DESCRIBES

THE ABILIT OF AN ASSEMBL TO RED CE THE TRANSMISSION OF SO ND

CONFIG RE SO ND-RATED WALL ASSEMBLIES ACCORDING TO THE MINIM M

RE IREMENTS STI LATED IN THE STC TESTS LISTED STC RATINGS LISTED

ARE BASED ON LABORATOR TESTING AND ARE NOT INDICATIVE OF RES LTS

IN FIELD

5. REFER TO SECTION 09 29 00 FOR ACO STIC SEALANTS

6 SO ND ATTEN ATION BATTS SAB ARE S ECIFIED IN SECTION 09 29 00

WHERE SAB ARE INDICATED THE SHALL EXTEND CONTIN O SL FROM

FLOOR TO STR CT RE ABOVE

7 ARTITIONS ARE INDICATED WITH CONVENTIONAL G S M WALLBOARD

N O GRADE TO REMI M T ES OF WALLBOARD I E MOIST RE-

RESISTANT TILE-BAC ER BOARD ACO STICALL ENHANCED ETC BASED ON

THEIR LOCATION AND ACCORDING TO RE IREMENTS OF SECTION 09 29 00

8. SEALANTS INDICATED MA BE FOR FIRE RATING SMO E RATING AIR

RESS RE CONTAINMENT ACO STIC RATING VERMIN CONTROL MOVEMENT

CRAC CONTROL AND/OR BIOLOGICAL CONTAINMENT SEALANT OINTS ARE

TO BE SI ED FOR EX ECTED MOVEMENT OF OINT WITH

EX ANSION/CONTRACTION CA ACIT OF SEALANT MATERIAL TO MAINTAIN

THE INTEGRIT OF THE SEAL FOR THESE A LICABLE ARAMETERS SEE

S ECIFICATION SECTION 07 92 00 FOR INTERIOR OINT SEALANTS

9 REFER TO SECTION 07 84 00 FOR HEAD-OF-WALL FIRESTO ING AND

SEALING OF THR -WALL ENETRATIONS

10 "LINE OF STR CT RE" INDICATED FOR EACH ARTITION IS DIAGRAMATIC

ONL AND DOES NOT INDICATE EXACT CONSTR CTION CONDITIONS OR

GEOMETR

11 ALL DIMENSIONS ARE FROM FACE TO FACE OR CENTERLINE TO

CENTERLINE N O REFER TO ARTITION MATRICES FOR ARTITION WIDTH

DIMENSIONS NLESS INDICATED TO BE SHOWN ON LAN

12 LEAD LINING RE IREMENTS ARE S ECIFIED IN SECTION 09 29 00 WHERE

LEAD LINING IS INDICATED IN LAN LEAD LINING IS TO BE LACED ON

RADIOGRA HIC SIDE OF ROOM AND TO EXTEND TO 7'-0" A F F N O LEAD

THIC NESS TO BE S ECIFIED B OWNER'S H SICIST RE ORT

13 AT LEAD LINED ARTITIONS THAT ARE ALSO FIRE RATED REFER TO FIRE

L FIRE RESISTANCE TEST 419 430 OR 439

14. FIRE RESISTANT AND FIRE RESISTANT SMO E BARRIER RATINGS ARE TO

CONTIN E THRO GH ALL O ENINGS IN RATED ARTITIONS

15 SMO E RESISTANT FIRE RESISTANT AND FIRE RESISTANT SMO E

BARRIER ARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR

SHEATHING INCL DING EXTENSIONS THRO GH SOFFITS

16 REFER TO THE TOILET ACCESSORIES SHEET AND CASEWOR SHEET FOR

MO NTING DETAIL INFORMATION

17 REFER TO SHEET A-721 AND A-722 FOR ADDITIONAL ARTITION DETAILS

AND FRAMING INFORMATION

THE T ICAL ARTITION TAG S MBOL DESIGNATION HAS TWO CHARACTERS

THE FIRST CHARACTER IS A LETTER INDICATING THE ARTITITON T E THE

SECOND CHARACTER IS A N MERIC INDICATION OF THE ST D OR CM WIDTH

IF A " " S MBOL IS SHOWN AS THE FIRST CHARACTER THIS INDICATES THE

ARTITION DOES NOT HAVE SO ND ATTEN ATION IN SOME INSTANCES AN

ADDITIONAL CHARACTER OR "MODIFIER" MA BE ADDED TO THE END AND/OR

THE LINE BELOW TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE

WALL REFER TO CHART BELOW FOR MODIFIER DEFINITIONS

IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD

SIZE WILL BE 3 5/8" TYPICAL, U.N.O.

PARTITION TAGGING LEGEND:

PARTITION

MODIFIER MODIFIER DESCRIPTION

L

S

T

P

M

PARTION

MODIFIER

II

PROVIDE 1/4" LEAD SHIELDING ON RADIOGRAPHIC

SIDE OF ROOM.

PROVIDE SECURITY MESH AT GWB.

PROVIDE STAGGERED STUDS WITHIN A SINGLE TRACK,

SNAKE SOUND ATTENUATION BATTS AROUND

STAGGERED STUDS.

PROVIDE ADDITIONAL FINISH PANEL TO BASE

PARTITION (WOOD, FRP, PHENOLIC, ACOUSTIC STONE

PANELS, ETC.)

PROVIDE CONCRETE OR MASONRY CURB AT BASE OF PARTITION (CAN

BE UTILIZED AT A KITCHEN OR MECHANICAL ROOM)

X X

S MBOL INDICATES ARTITION T E

NO SO ND

ATTEN ATION ST D/CM WIDTH

ARTITION MODIFIER II ARTITION MODIFIER

SEE CHART BELOW SEE CHART BELOW

N MERIC ST D CM

CHARACTER WIDTH WIDTH

1 1 5/8" 2 2 1/2"

3 5/8" 4 4" 3 5/8" 6 6" 5 5/8" 8 8" 7 5/8" 12 11 5/8"

X

NOT USED

A PROVIDE AS A LAYER OF 5/8 TYPE X ACOUSTICALLY ENHANCED

GYPSYM WALBOARD COMPOSITE TO EXISTING WALL SYSTEM.

L1 PROVIDE 1" LEAD SHIELDING 2'-6" WIDE BY 8'-0"

HIGH ON RADIOGRAPHIC SIDE OF ROOM.

L2 PROVIDE 2" LEAD SHIELDING 8'-0" WIDE BY 8'-0" ON

RADIOGRAPHIC SIDE OF ROOM.

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

MINERAL WOOLMINERAL WOOL

1 1 /2"

1/2 " M

IN

MINERAL WOOL

3/4

5/8" GWB

SLOTTED TO TRAC

MINERAL WOOL5/8" GWB

SLOTTED TO TRAC

SLOTTED TO TRAC

3/4

FIRE STO OINT S RAFIRE STO OINT S RA

1/2 " M

IN

1 1 /2"

FIRE STO OINT S RAFIRE STO OINT S RA

3/4

1 1 /2"

1/2 " M

IN

SLOTTED TO TRACSLOTTED TO TRAC

3/4

1" 1"

SEALANTSEALANT

5/8" GWB

5/8" GWB 5/8" GWB

3/4

3/4

SLOTTED TO TRACSLOTTED TO TRAC

3/4

3/4

1" 1"

3/4

SLOTTED TO TRAC

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

20 GA. CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

TYPE AMO

UN

TI

NG

H

EI

GH

TS

RE

F

T

PI

CA

L

TYPE B

MO

UN

TI

NG

H

EI

GH

TS

RE

F

T

PI

CA

L

TYPE C

MO

UN

TI

NG

H

EI

GH

TS

RE

F

T

PI

CA

L

4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX

ALL STUDS ARE TO BE 30 MIL

IF GREATER THAN 8' - 6"

8' - 6" MAX 8' - 6" MAX

4' - 6" MAX

STONE VENEER WALLS

54 MIL MIN STUDS AT 30 MIL MIN STUDS AT

D3 A-722

D3 A-722

D1 A-722

D1 A-722

D5 A-722

D5 A-722

D3 A-722

D3 A-722

D1 A-722

D6 A-722

D6 A-722

D6 A-722

D6 A-722

D6 A-722

D6 A-722

D8 A-722

D3 A-722

SEE F8/A-722

INTERSECTION AT RATED

PARTITION AND EXTERIOR WALL

INTERSECTION OF RATED

PARTITION AND CONCRETE

INTERSECTION AT RATED

PARTITION AND CONCRETE

INTERSECTION OF CROSS CORRIDOR

DOOR IN RATED PARTITION

MI

N3"

MI

N3"

2 5/8"

2"2"

2" 2"

2"

2"

INTERSECTION AT VARIOUS WALL

PRIORITY CONFIGURATIONS

2"

2"

HOLLOW METAL FRAME

FRAMING AT PENETRATION IN 1-HR FIRE RATED WALL

FRAMING AT PENETRATION IN RATED WALL

FRAMING AT PENETRATION IN NON-RATED WALL

FRAMING AT PENETRATION IN NON-RATED CHASE

FRAMING AT PENETRATION IN NON-RATED WALL

CONTROL JOINT IN

GWB PARTITION

1/2" MAX

MAX

24'-0

CONTROL JOINT IN 1 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0

1 1/2"

CONTROL JOINT IN 2 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0

1 1/2"

MAX

24'-0MAX

24'-0

CONTROL JOINT AT PARTITION INTERSECTION OR

CHANGE IN CONSTRUCTION

1/2" MAX

CONTROL JOINT IN PARTITION AT

NON-EXPOSED EDGE

1/2" MAX

CONTROL JOINT IN GYPSUM

BOARD CEILING

MAX

24'-0

MAX

24'-0

1/2" MAX

20 GA. CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

20 GA. CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

20 GA. CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

20 GA. CLIP ANGLE

FOR 3 5/8" STUDS. 1 1/2" x 5" FOR 6" STUDS

NTSF8

METAL BAC ING DETAILS

FOR ACCESSORIES AND E UIP.

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

F2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULL SPRIN LERED

O C

F M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ELECTRICAL:

NOT FOR CONSTRUCTION

MECHANICAL:

P2S ENGINEERING, INC.

5000 E. SPRING STREET, 8TH FLOOR

LONG BEACH, CA 90815-5218

562.497.2999 A-900

ARCHITECTURAL RENDERINGS

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

10/29/2020 M. PERKINS N.

BLANCHARD

100 CONSTRUCTION

DOCUMENTS

Revisions: Date:

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

0688B

0688A06

B500 KEY PLANNTSF3 FINISH BOARD

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

X1415

F0535MF0535M

F2020

F0110

X8700-1

X8700

M2055 F0535 K4665

F0280 F0425F0425F0425

F0205

F0205 F0795

F0205

F0205

F0205

F0535

F0205F0205

M4255

F0400

M4665

A5077

A6

F2

B500 KEY PLAN

EQUIPMENT LIST (MILSTD 1691) EXISTING

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

F0205 F0205 F0795

F0205

K4665

F0535

F0425 F0425 F0425 F0425X1170

R7000

A0925M

F2

X4112

A6330

A1015

M1801

M1825C06M0

CT020

F0275

X1415

F0

A5106

M3072 M4255

A1203

CT020

CS140

CT050

A5082A5106

X1415

F2020

A5077

X8700X1415

A5082 A5075

X1415

A5145 A5145

M1801 F0275 F0275

M1801

F2

A1000

B500 KEY PLAN

REVISION 1 11/02/20

Expires 6.30.16Expires: 6/30/1821

7/2 9/2

E

F

SYMBOL DESCRIPTION

NOTE CALLOUT

DETAIL CALLOUT

- NUMBER ON TOP DENOTES DETAIL NUMBER

- NUMBER ON BOTTOM DENOTES SHEET DETAIL IS

SHOWN

PIPE CALLOUT

NODE USED IN CALCULATION

SECTION CALLOUT

POINT OF CONNECTION

POINT OF DISCONNECTION

CHANGING PIPE SIZE

NEW PIPE

EXISTING PIPE

DEMOLISHED PIPE/EQUIPMENT

THRUST BLOCK

RISER

DRAIN VALVE

POST-INDICATOR VALVE

OS&Y VALVE (OUTSIDE SCREW AND YOKE, RISING STEM)

INDICATING BUTTERFLY VALVE

CHECK VALVE

CHECK VALVE WITH BALL DROP

BUTTERFLY VALVE

BACKFLOW PREVENTER - REDUCED PRESSURE ZONE (RPZ) TYPE

PUBLIC FIRE HYDRANT, TWO HOSE OUTLETS

PUBLIC FIRE HYDRANT, TWO HOSE OUTLETS AND PUMPER

CONNECTION

SIAMESE FIRE DEPARTMENT CONNECTION

FREESTANDING SIAMESE FIRE DEPARTMENT CONNECTION

FIRE PUMP WITH DRIVES

UPRIGHT SPRINKLER

PENDENT SPRINKLER

CONCEALED SPRINKLER

PENDENT SPRINKLER; ON DROP NIPPLE

SPRINKLER, WITH GUARD

LATERAL BRACE

LONGITUDINAL BRACE

FOUR-WAY BRACE

WIRE, SURGE RESTRAINER

WALL PENETRATION

PIPE HANGER

MECHANICAL PIPE COUPLING

GROOVED ELBOW

CHANGE IN PIPE ELEVATION

ELBOW FACING AWAY FROM VIEWER

ELBOW FACING TOWARD VIEWER

TEE FACING AWAY FROM VIEWER

TEE FACING TOWARD VIEWER

THREADED CAP

ONE HOUR FIRE RATED WALL

FIRE STOP SYMBOL

[ +11'-0" ] FIRE SPRINKLER PIPE ABOVE FINISHED FLOOR. SEE PLAN FOR

ELEVATION.

CEILING HEIGHT11'-0"

1. TO REMOVE ALL EXISTING SPRINKLER HEADS WITHIN AREA OF WORK IN

THE BASEMENT LEVEL OF BUILDING 500, AND PROVIDE NEW SPRINKLER

HEADS WITH ARMOVERS AND DROPS TO PROTECT THE REMODELED

AREAS. ALL THE EXISTING MAINS, BRANCH LINES, SPRINKLER RISER AND

CONTROL VALVE ASSEMBLY, AND SEISMIC BRACING IS TO REMAIN.

225 SQFT MAX COVERAGE PER HEAD-HEAD SPACING=

1,500 SF-DESIGN AREA=

0.10 GPM/SF-DESIGN DENSITY=

-LIGHT HAZARD (LH)-CLASSIFICATION OF OCCUPANCY=

TREATMENT AND CONTROL ROOM, AND

CORRIDOR

SPRINKLER DESIGN CRITERIA -

2016 NFPA 13-GOVERNING STANDARDS=

998 SF (SPRINKLERED AREA) -BUILDING AREA=

TYPE I (332)-CONSTRUCTION TYPE=

HEALTHCARE-BUILDING OCCUPANCY=

2019 EDITIONS OF CAC, CBC, CPC, CMC.-GOVERNING CODES=

BUILDING DESIGN INFORMATION:

LEGEND

BUILDING DESIGN INFORMATION

SCOPE OF WORK

ABBREVIATIONS OVERHEAD FIRE SPRINKLER SYSTEM NOTES

SHEET INDEX

GENERAL NOTES

130 SQFT MAX COVERAGE PER HEAD-HEAD SPACING=

1,500 SF-DESIGN AREA=

0.15 GPM/SF-DESIGN DENSITY=

-ORDINARY HAZARD I (OH-I)-CLASSIFICATION OF OCCUPANCY=

MECHANICAL, DATA SERVER AND

STORAGE ROOM

SPRINKLER DESIGN CRITERIA -

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

O C

F M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

F-001

GENERAL NOTES LEGEND

ABBREVIATIONS AND SHEET INDEX

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

07/29/2020 Checker Author

100 CONSTRUCTION

DOCUMENTS

ABBREVIATION DESCRIPTION

(N) NEW

AFF ABOVE FINISHING FLOOR

BFV BUTTERFLY VALVE

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DI DUCTILE IRON PIPE

EXIST / (E) EXISTING

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

PIV POST INDICATOR VALVE

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

UG UNDERGROUND

SHEET DESCRIPTION

1. THE SUCCESSFUL C-16 LICENSED CONTRACTOR SHALL COORDINATE WITH ALL ENGINEER DISCIPLINE & ARCHITECT FOR THE INSTALLATION FIRE SPRINKLER SYSTEM FOR ALL CONCEALED AND UNCONCEALED

AREAS OF THE BUILDINGS AS REQUIRED.

2. CONTRACTOR SHALL INSTALL, ROUTE AND SUPPORT AUTOMATIC SPRINKLER SYSTEM PER REQUIREMENTS OF THE CURRENT NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA), 2016 NFPA 13, NFPA 14, NFPA 24, CALIFORNIA BUILDING CODE / CALIFORNIA FIRE CODE (CBC/CFC) CHAPTER 9, CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC) AND INSURANCES UNDER WRITER'S REQUIREMENTS.

3. THE DESIGN COORDINATION AND APPROVALS OF ALL MAINS AND BRANCHE LINES TO SERVE SPRINKLERS

SHALL BE DONE BY A LICENSED FIRE PROTECTION CONTRACTOR.

4. SUBMIT SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SHALL BE APPROVED BY THE AUTHORITY

HAVING JURISDICTION (VA) PRIOR TO COMMENCING.

5. EXISTING WORK DAMAGED OR CUT INTO DURING CONSTRUCTION SHALL BE PATCHED OR REPAIRED, PAINTED AND FINISHED TO MATCH EXISTING ADJACENT SURFACES IN TEXTURE, FINISH AND COLOR.

6. LOCATION OF SPRINKLER HEADS SHALL BE DONE BY THE FIRE PROTECTION CONTRACTOR USING THE

CRITERIA AS NOTED BELOW:

A. IN LOCATIONS WITH SUSPENDED CEILING, THE SPRINKLER HEADS SHALL BE LOCATED IN THE CENTER OF THE INDIVIDUAL CEILING TILES. THE SPRINKLER HEADS PATTERN SHALL BE SYMMETRICAL ABOUT ROOM CENTER LINES AS MUCH AS POSSIBLE. IN PANELS HAVING A FACTORY-MADE REVEAL, SPRINKLER

HEADS SHALL BE LOCATED IN THE CENTER OF AN INDIVIDUAL SEGMENT.

B. IN LOCATIONS WITH PLASTERED OR GYPSUM BOARD CEILINGS, THE SPRINKLER HEAD PATTERN SHALL

BE SYMMETRICAL ABOUT ROOM CENTER LINES AS MUCH AS POSSIBLE.

C. FOR LOCATIONS OF CEILING TILES, DIFFUSERS AND LIGHTS, SEE ARCHITECTURAL REFLECTED CEILING

PLANS.

7. ALL NEW EQUIPMENT AND MATERIAL TO BE INSTALLED AS PART OF RENOVATION / NEW CONSTRUCTION SHALL BEAR AN UNDERWRITERS LABORATORIES LABEL (UL), AND INSTALLED IN SUCH A MANNER FOR

WHICH THEY ARE DESIGNED AND APPROVED.

8. NO HOLES SHALL BE DRILLED OR CUT IN OR THROUGH ANY STRUCTURAL ELEMENT WITHOUT WRITTEN

APPROVAL OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.

9. SLEEVE AND GROUT ALL PIPE PENETRATIONS THROUGH FLOORS OR WALLS UNLESS PENETRATION IS FIRE RATED. WHEN PENETRATING A FIRE RATED FLOOR OR WALL, USE SLEEVE WITH 1" MIN. ANNULAR SPACE AROUND PIPE O.D. FILL ANNULAR SPACE WITH FIBERGLASS FILL TO 1" FROM END OF SLEEVE. ADD APPROVED FIRE PROOF SEALANT FOR THE HOUR RATING OF THE FLOOR OR WALL PENETRATION IN THE

REMAINING SPACE.

10. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED TEMPORARY AND PERMANENT PERMITS, INCLUDING LICENSES, CERTIFICATES, INSPECTIONS AND TESTS.

11. SEE DIVISION 21 SPECIFICATION FOR ADDITIONAL REQUIREMENTS.

12. ALL PIPE PENETRATION THRU WALLS, RATED OR OTHERWISE SHALL BE COVERED WITH A SPLIT

ESCUTCHEON PLATE.

13. FIELD OBSERVATION AND SUPPORT SERVICES PERFORMED BY THE ENGINEER PRIOR TO, DURING, OR AFTER CONSTRUCTION IS PERFORMED FOR THE PURPOSE OF ACHIEVING QUALITY CONTROL AND SHALL

NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

14. PHASING: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL CONTRACTOR

CONSTRUCTION SCHEDULE AND BASED UPON MINIMIZING DISRUPTIONS TO EXISTING OPERATION.

PHASING SHALL BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION OR DEMOLITION.

15. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF THE DAY'S CONSTRUCTION.

THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, THE GENERAL

CONTRACTOR WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE SUB

CONTRACTOR FOR THE EXPENSE THUS INCURRED.

16. ALL DEVICES AND COMPONENTS TO BE EITHER LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY FOR FIRE PROTECTION SERVICE OR APPROVED BY THE AUTHORITY HAVING JURISDICTION. IT

SHALL BE PER OPM-0052-13 (B-LINE/TOLCO).

17. FITTINGS FOR HOLE-CUT CONNECTIONS, SUCH AS VICTAULIC "HOOKER" OR EQUIVALENT, ARE NOT

ACCEPTABLE AND SHALL NOT BE USED.

18. ALL CONTROL VALVES AND DRAIN VALVES SHALL HAVE A SIGN AFFIXED FOR IDENTIFICATION.

19. ALL MECHANICALLY JOINED PIPING SHALL BE SCHEDULE 10 WITH ROLL GROOVED ENDS AND MECHANICAL

FITTINGS. COUPLINGS SHALL BE RIGID TYPE, UNLESS OTHERWISE NOTED.

20. ALL THREADED PIPING SHALL BE SCHEDULE 40 WITH CUT THREADS AND CLASS 125 CAST IRON FITTINGS.

21. THE FIRE SPRINKLER SYSTEM SHALL BE MONITORED BY AN APPROVED LISTED CENTRAL MONITORING

STATION.

22. HANGER LOCATION FOR ALL PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, SECTION 9.2 THROUGH

9.2.6.3 SEE HANGER SCHEDULE AND/OR DETAILS FOR TYPES OF HANGERS USED. ALTERNATE UL AND

FMHANGER METHODS ACCEPTABLE AT NO ADDITIONAL COST TO THE OWNER PROVIDE UL AND FM

LITERATURE TO INSPECTOR OF RECORD AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

PROVIDE RIGID COUPLING THROUGHOUT, EXCEPT FLEXIBLE COUPLING SHAL BE PROVIDE AS FOLLOWING:

A. WITHIN 24" OF THE TOP AND BOTTOM OF AL RISERS.

B. ON BOTH SIDES OF CONCRETE OR MASONARY WALLS WITHIN 3' OF THE WALL SURFACE

C. WITHIN 24" OF BUILDING EXPANSION JOINTS.

D. WITH24' OF THE TOP OF DROPS EXCEEDING 15' IN LENGTH TO PORTIONS OF SYSTEM SUPPLYING MORE

THAN ONE SPRINKLER, REGARDLESS OF PIPE SIZE.

E. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR OTHER VERITCAL PIPE.

23. BRANCHLINE SHALL BE LATERALLY RESTRAINED AT INTERVALS NOT EXCEEDING THOSE SPECIFIED IN NFPA TABLE 13 TABLE 9.3.6.4(a) OR (b) BASED ON BRANCHLINE DIAMETERS AND THE VALUE OF Cp.

24. ALL WELDING TO BE DONE BY CERTIFIED WELDERS.

25. SPRINKLER CONTRACTOR TO COORDINATE AND ADJUST SPRINKLERS TO ELECTRICAL, MECHANICAL, STRUCTURE AND ALL OTHER TRADES AT NO ADDITIONAL COST TO THE OWNER.

26. OWNER TO BE PROVIDED WITH TEST CERTIFICATES, CARE & MAINTENANCE BOOK (NFPA 25 - CALIFORNIA

AMENDED) AND A SPARE HEAD CABINET WITH SPRINKLERS AND A WRENCH PER NFPA 13.

27. DELIVERY OF ALL MATERIALS AND EQUIPMENT TO THE JOB SITE SHALL BE SCHEDULED TO ASSURE

COMPLIANCE WITH THE PREDETERMINED CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR STORAGE AND HANDLING ALL MATERIALS AND EQUIPMENT ON THE JOB SITE, INCLUDING FURNISHING OF ANY STORAGE FACILITIES OR STRUCTURE REQUIRED.

28. SPRINKLER CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH OTHER TRADES

PRIOR TO INSTALLATION.

29. REFER TO THE ARCHITECTURAL DRAWING FOR ACTUAL BUILDING DIMENSIONS AND DETAILS. DO NOT

SCALE "F" DRAWINGS FOR CONSTRUCTION PURPOSES.

30. INSTALLATION OF SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL DRAWINGS, SPECIFICATIONS, CALCULATIONS, ETC. HAVE BEEN APPROVED BY VA AND EOR.

31. LENGTHS OF PIPE SHOWN ON PLANS ARE EDGO OF FITTING TO EDGE OF FITTING DIMENSIONS. FIELD FABRICATION OF PIPE LENGTHS IS NOT ALLOWED UNTIL SHOP DRAWINGS HAVE BEEN REVIEWD AND

APPROVED.

1. 2016 NFPA 13 SEC. 10.10.2.1.1 UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD SPRINKLER PIPING.

WHERE UNDERGROUND PIPING IS FLUSHED AND NOT IMMEDIATELY CONNECTED TO THE OVERHEAD PIPING, THE RISER SHALL BE CAPPED OR OTHERWISE PROTECTED TO PREVENT DEBRIS, DIRT, OR ANIMALS

FROM ENTERING INTO THE UNDERGROUND PIPING (WITNESSED BY THE PROJECT INSPECTOR).

2. ARCHITECT OF RECORD & FIRE PROTECTION SHALL AFFIX THEIR SEAL AND STAMP & SIGN ALL SUBMITTAL

DRAWINGS, OR PROVIDE DOCUMENTATION PER DSA IR A-18.

3. 2016 NFPA 13 SEC. 6.2.9: PROVIDE SPARE SPRINKLER HEAD CABINET, SPRINKLER WRENCH, AND NO FEWER THAN 6 SPARE HEADS MATCHING THE TYPES AND TEMPERATURE RATINGS AT EACH SYSTEM RISER.

4. 2016 NFPA 13 SEC. 9.3.6.3: THE END SPRINKLER ON EACH LINE SHALL BE RESTRAINED AGAINST EXCESSIVE

VERTICAL AND LATERAL MOVEMENT.

5. 2019 CBC 903.4.2: THE INSPECTOR'S TEST VALVE LOCATION SHALL BE INSTALLED AT THE END OF THE MOST HYDROSTATICALLY REMOTE SYSTEM WITH A PIPE SIZE OF NO LESS THAN 1 INCH, WITH A SMOOTH BORE, CORROSION-RESISTANT ORIFICE INSTALLED WITHIN THE SYSTEM. THE DISCHARGE SHALL BE TO THE

EXTERIOR OF THE BUILDING.

6. 2016 NFPA 72 SEC 17.12.2: THE SPRINKLER FLOW SWITCH SHALL BE TESTED TO CONFIRM THAT WHEN THE INSPECTOR'S TEST VALVE IS ACTIVATED AN ALARM WILL SOUND NO MORE THAN 90 SECONDS AFTER INITIAL

FLOW. (WITNESSED BY THE PROJECT INSPECTOR).

7. 2019 CBC 904.4.3: CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM SYSTEMS SHALL BE TESTED TO VERIFY PROPER IDENTIFICATION AND TRANSMISSION OF ALARMS FROM

AUTOMATIC FIRE EXTINGUISHING SYSTEMS.

8. 2016 NFPA 13 SEC. 7.7.1.5: SIGNAGE SHALL BE PROVIDED AS REQUIRED.

9. 2019 CBC SEC. 903.4.1: ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER

SYSTEMS AND WATER FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE SUPERVISED.

10. 2016 NFPA 13 SEC. 6.9 AND 2010 CBC 903.4.2: FLOW SWITCH SHALL BE CONNECTED TO A 10 INCH OUTSIDE ALARM BELL AT EACH RISER. APPROVED IDENTIFICATION SIGNS SHALL BE PROVIDED TO OUTSIDE ALARM

BELL "SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 / FIRE DEPARTMENT."

11. TITLE 19 ARTICLE 6 SECTION 906(A): A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE PLACED ON THE FIRE DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE SPRINKLER SYSTEM WITH THE DATE OF SERVICE AND/OR DATE OF INSTALLATION WAS PERFORMED AND LICENCE NUMBER OF PERSON PERFORMING

SERVICE WORK.

12. 2016 NFPA 13 FIGURE 24.1: SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR THE ABOVEGROUND PIPING. THIS FORM SHALL BE GIVEN TO THE

PROJECT INSPECTOR WHO WILL FORWARD TO DSA FOR FILING IN PROJECT RECORDS.

13. ALL SPRINKLER FITTERS WORKING ON THIS PROJECT MUST BE AES CERTIFIED THROUGH CSFM & MUST

CARRY CERTIFICATION CARD WITH THEM ON JOB SITE.

38. REFER TO THE ARCHITECTURAL DRAWING FOR ACTUAL BUILDING DIMENSIONS AND DETAILS. DO NOT

SCALE "FP" DRAWINGS FOR CONSTRUCTION PURPOSES.

39. INSTALLATION OF SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL DRAWINGS, SPECIFICATIONS, CALCULATIONS, ETC. HAVE BEEN APPROVED BY DSA AND EOR.

40. LENGTHS OF PIPE SHOWN ON PLANS ARE EDGE OF FITTING TO EDGE OF FITTING DIMENSIONS. FIELD FABRICATION OF PIPE LENGTHS IS NOT ALLOWED UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED AND

APPROVED.

Revisions: Date:

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

No. M35363

M

I K H A I L F U K

S

ME C H A N I C A L

06/30/201906/30/2021

1 1

1"

5'

5" 1"

0'

1"

2'

7"

1"

1'

4"

1"

0'

5"

1"

0'

4"1"

0'

4"

1"0' - 10" 1"

0'

- 8"

1"

0'

9"

1"

0'

8"

1"

0'

2"

1"

0'

2"

1"

1'

0"

1"

1' - 2"

1"

1'

0"

LH

LH

OH-1

OH-I

OH-I

LH

1"

0' - 8"

B500 KEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

F-100-0

FIRE PROTECTION RENOVATION

PLAN - GROUND FLOOR

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

07/29/2020 MF AH

100 CONSTRUCTION

DOCUMENTS

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

1 GROUND FLOOR RENOVATION PLAN

1 CONNECT NEW 1" ARMOVER TO (E) BRANCH, DROP DOWN AND

CONNECT TO SPRINKLER HEAD.

NEW 1" RISER NIPLE AND ARMOVER. DROP DOWN AND

CONNECT TO SPRINKLER HEAD.

THE HATCHED AREA IS NOT IN SCOPE.

1. ALL EXISTING BRANCH PIPES, MAINS, SEISMIC BRACING

AND HANGERS TO REMAIN.

2. SPRINKLER HEADS ARE ADDED ON ONE-TO-ONE BASIS.

ALL BRANCH LINES TO REMAIN.

3. INSTALLATION OF SPRINKLER HEADS AND NEW HANGERS

SHALL COMPLY WITH REQUIREMENTS OF THE LATES EDITION

OF NFPA 13.

4. PIPE MATERIAL FOR ALL NEW PIPING SHALL MATCH THE

EXISTING PIPING.

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B500 KEY PLAN

Project Number

Building Number

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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FULLY SPRINKLERED

Office of Construction and Facilities Management

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F-100-1

FIRE PROTECTION RENOVATION

RCP PLAN - GROUND FLOOR

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

07/29/2020 Checker Author

100 CONSTRUCTION

DOCUMENTS

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

1 GROUND FLOOR RENOVATION RCP PLAN

1 NEW PENDENT SPRINKLER HEAD (TYP.).

LIGHT FIXTURES (TYP.) SHOWN FOR REFERENCE ONLY AND

COORDINATION OF CEILING.

THE HATCHED AREA IS NOT IN SCOPE.

1. ALL NEW SPRINKLER HEADS SHALL BE CENTER OF CEILING

TILES.

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RISER NIPPLE WITH GROOVED FITTINGS

RISER NIPPLE WITH THREADED FITTINGS ARMOVER TO RECESSED ESCUTCHEON

PENDANT UNDER OBSTRUCTION

PIPE HANGER DETAIL

NOTES

STANDARD SPRAY GLASS BULB PENDENT SPRINKLER. 1" DROP.

RECESSED ESCUTCHEON. 90 DEGREE ELBOW.

SUSPENDED CEILING TILE. ARMOVER. PROVIDE HANGER SUPPORT FOR ARMOVER

LENGTHS OVER 24" PER 2016 NFPA 13 9.2.3.5.

PROVIDE 1" ANNULAR CLEARANCE AS REQUIRED BY DSA

IR 25-2.13, 2.6c. TYPICAL BRANCHLINE.

1" x 1_

" REDUCER.

1 6

2 7

3 8

4 9

1" MIN.

1" MIN.

1 1/2"

1 1/4"

1" ............................... 10'-0"

12'-0"

15'-0"

MAXIMUM HANGER SPACING FOR STEEL PIPE

PIPE SIZE

2"................................ 15'-0"

HANGER

SPACING

2 1/2"......................... 15'-0"

3"............................... 15'-0"

4"............................... 15'-0"

ROD

(ATS)

DIA.

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

5" & LARGER ............ 15'-0" 1/2"

NOTES

BAR JOIST OR STEEL MEMBER BY STRUCTURAL (TYP). ALL THREADED ROD, TOLCO FIG. 100 (TYP).

REVERSIBLE BEAM CLAMP, TOLCO FIG. 65 (TYP). PIPE RING HANGER, TOLCO FIG. 200 (TYP).

RESTRAINING STRAP, TOLCO FIG. 69/69R (TYP). SPRINKLER PIPE PER PLAN (TYP).

1 4

2 5

3 6

NOTES

HILTI "KWIK BOLT TZ" CONCRETE EXPANSION ANCHOR

WITH 3" EMBEDMENT (ICC ESR-1917) ANCHOR SIZE PER

HANGER SPACING TABLE.

ALL THREADED ROD TOLCO FIG. 100 SIZE PER HANGER

SPACING TABLE.

CONCRETE FLOOR OR DECK. PIPE RING HANGER TOLCO FIG. 200.

19" MAX. - FOR A LONGER ROD, USE STIFFENER TOLCO

FIG. 98. SPRINKLER PIPE PER PLAN.

ROD COUPLING AS REQUIRED.

1 5

2 6

3 7

1 1/2"

1 1/4"

1" ............................... 10'-0"

12'-0"

15'-0"

MAXIMUM HANGER SPACING FOR STEEL PIPE

PIPE SIZE

2"................................ 15'-0"

HANGER

SPACING

2 1/2"......................... 15'-0"

3"............................... 15'-0"

4"............................... 15'-0"

ROD

(ATS)

DIA.

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

5" & LARGER ............ 15'-0" 1/2"

NOTES

SPRINKLER BRANCHLINE PER PLAN. SPRINKLER HEAD PER PLAN.

STRUCTURE. 2'-0" MAX. W/O SUPPORT.

1" TEE, PIPE AND CAP. CAP EXTEND TO HANGER (AS

REQUIRED). DUCT.

1" ARMOVER.

1 5

2 6

3 7

NOTES

TYPICAL RISER NIPPLE (90 DEG ELBOW)

TYPICAL MAIN

TYPICAL RISER NIPPLE (TEE)

TYPICAL BRANCH LINE

NOTES

TYPICAL RISER NIPPLE (90 DEG ELBOW)

TYPICAL MAIN

TYPICAL RISER NIPPLE (TEE)

TYPICAL BRANCH LINE

NO SCALE5

NO SCALE4 NO SCALE2

NO SCALE3

NO SCALE1

SYMBOL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

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PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

F-501

DETAILS

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

07/29/2020 Checker Author

100 CONSTRUCTION

DOCUMENTS

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06/30/201906/30/2021

B500 KEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

FD-100-0

FIRE PROTECTION DEMO PLAN -

GROUND FLOOR

TRIPLE C - THE A/E GROUP

4401 ATLANTIC AVENUE, SUITE 200

LONG BEACH, CA 90807

562.452.7175

MAT PERKINS

REPLACE LINEAR ACCELERATOR

11301 Wilshire Blvd, West Los Angeles, CA 90073

691-CSI-121

07/29/2020 Checker Author

100 CONSTRUCTION

DOCUMENTS

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

1 GROUND FLOOR DEMOLITION PLAN

1 (E) PENDENT SPRINKLER HEAD TO BE DEMOLISHED.

(E) SIDE WALL SPRINKLER HEAD TO BE DEMOLISHED.

THE HATCHED AREA IS NOT IN SCOPE.

1. ALL…