A.8 KEYPLAN - Hanford Sitedrawing h-16-000315 l 6x4x5/16 l 2x2x1/4 l 2x2x1/4 1/4 1-12 1/4 1-12 urs energy & construction inc. - an aecom company revision approval record rev discipline

BH-16-000304 2

BH-16-000304 2

CH-16-000304 3

CH-16-000304 3

AH-16-000304 1

AH-16-000304 1

DH-16-000304 4

DH-16-000304 4

EH-16-000304 5

EH-16-000304 5

FH-16-000304 6

FH-16-000304 6

HH-16-000304 7

HH-16-000304 7

IH-16-000304 8

IH-16-000304 8

JH-16-000304 9

JH-16-000304 9

90' - 10 1/4"

7' - 0" 14' - 10" 2' - 0" 13' - 0" 4' - 0" 16' - 0" 4' - 0" 20' - 7" 8' - 4 5/8"

13' -

2"

18' -

4"

4' -

0"31

' - 8

"4'

- 0"

11' -

0"

4' -

0"

21' - 10" 4' - 0" 21' - 0" 4' - 0" 14' - 0" 4' - 0" 12' - 7" 8' - 4 5/8"

153'

- 10

"

89' - 9 5/8" (CONCRETE)

SPENT RESIN HANDLING AREA

CLEAN FEED / IX MEDIA

STAGING MAINTENANCE AND LAYDOWN

STAIR TOWER ELECTRICAL ROOM AIRLOCK HVAC ROOM

LAG STORAGEVAULT

LAG-V-01(BELOW)

IX REAGENTVALVE PIT

IX-P-05

IX DELAYTANK PIT

IX-P-06

IX DELAY TANK VALVEMONITORING PIT

IX-P-07

IX VALVE PITIX-P-01

CS TANKPUMP PIT B

ECS-P-02

CS TANKVAULT

ECS-P-01(BELOW)

CS TANKPUMP PIT A

ECS-P-01

DAMPER PITBVV-P-01

CFF PITCFF-P-03

FFT PUMPPIT

CFF-P-02(ABOVE)

FFT TANKVAULT

CFF-V-01(BELOW)

FFT VALVEPIT

CFF-P-01

DEMISTERPIT

PVV-P-01

IX PITIX-P-02

SUMP PUMP SHAFT

SUMP PUMP SHAFT

675' - 0"

675' - 0"

33' -

9" (

CO

NC

RET

E)24

' - 5

" (C

ON

CR

ETE)

4' -

0"

N 41190' - 10"E -46028' - 0"

28' - 4 3/8"

LAG STORAGEMAINTENANCE AREA

1

A

ENCASED WALLBOX TO BECAST IN WITH CONCRETE POUR





IX LAGVALVE SKIDWALL BOX (B1)

IX LEADVALVE SKIDWALL BOX (B2)

EXTENT OF VAULT WALL

3 4 4.1 4.2 5 5.1 5.2 5.7 6 6.3 7 7.1 7.9 8 8.2 8.3 8.5 8.6 9

F

E.2

E.5

E

D.6

D

C.4

C.2

C

B.8

B.6

B.2

B

2

A.8

22' -

0"

2' -

5"7'

- 3"

11' -

6"

8' -

8"4'

- 1"

2' -

3"

11' -

8"

16' -

11"

4' -

0 1/

2"

26' -

9 1

/2"

5' -

10"

5"25

' - 4

"

4' -

6"

4' -

11"

43' -

4"

2' - 8"

2' -

4"

1' - 4"

2' -

4"

2' -

10"

34' - 6" 25' - 4" 3' - 0 3/8"

1' - 9 1/8"

1' - 9" 17' - 1"1' - 8 1/2"

3" 14' - 6"5' - 10 1/2" 4' - 7 1/2"

17' - 8 1/2" 3 1/2" 18' - 6 1/2"1' - 9 1/8" 1' - 10 5/8"

10' - 4 3/4" 7' - 10 1/2"

4' - 11 1/2"

12' - 10"

2' - 4"

2' - 9"



KEYPLAN

URS ENERGY & CONSTRUCTION Inc. - an AECOM Company

REVISION APPROVAL RECORD REV

DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS

ISSUED REV DATE SDE PEM

APPROVED FORDESIGN

PRELIMINARY

NOT APPROVED FOR CONSTRUCTION UNLESS SIGNEDAND DATED. DESTROY ALL PRINTS BEARINGEARLIER DATE AND/OR REV.NO. AECOM PROJECT NO.: 31269

PLOTID

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DRAWING TRACEABILITY LISTDWG NUMBER TITLE

D

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F

8 7 6 5

REVISIONSNEXT USED ON

REF NUMBERREFERENCES

TITLE SIZE

SCALE

FDRAWING NUMBER

DOE_TB_F.DWG (NOV 2015)

REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B

CAUTIONNOT COMPLETE WITHOUT CURRENTCHANGE DOCUMENTS FROM DATABASE

ATTENTIONDESTROY THIS DOCUMENT BY SHREDDINGMAY CONTAIN SENSITIVE INFORMATION

8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.

U.S. DEPARTMENT OF ENERGYOffice of River Protection

ISSUED FOR60% DESIGN REVIEWA

REV DESCRIPTION ORIG CHKAPVD IDV DATE

SHOWN

LAWPS

FIRST FLOOR PLANH-16-000302

1/8" = 1'-0"1 TOC - FIRST FLOOR

ISSUED FOR 60% DESIGN REVIEWNOT FOR CONSTRUCTION

4' 0 4' 8' 12'

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

NOTES:

1. GRIDLINE DIMENSIONS ARE FOR REFERENCE ONLY.

2. FOR GENERAL NOTES AND SPECIFICATIONS SEE DRAWING H-16-000301-1.

3. WALLBOX AND ENCASED DRAIN DETAIL DRAWINGS WILL BE PROVIDED BY MECHANICAL AT 90%.

4. STRAIGHT THROUGH PIPE SLEEVE LOCATIONS WILL BE PROVIDED ON DETAIL DRAWINGS AT 90%.

5. FOR LINER PLAN AND EMBEDS SEE DRAWINGS H-16-000295, H-16-000296, AND H-16-000297.

6. FOR STEEL SEE DRAWINGS H-16-000299, H-16-000346, AND H-16-000368.

7.FOR CJ SEE REINFORCING DRAWINGS.

CONCRETE

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB

KBDJ FIRE PROTECTION

04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17CONSTRUCTION DM 04/10/17

N/A N/A

LAG STORAGE VAULTTOC EL. = 632'-0"

TOC EL. = 632'-0"

TOC EL. = 632'-0"TOC EL. = 632'-0"

TOC EL. = 632'-0" CS TANK VAULTTOC EL. = 632'-0"

TOC EL. = 632'-0"

TYP

2 3 4 5 6 7 8 8.5 9

B

C

C.4

D

E

F

TOC EL. = 632'-0"

31'-

7"30

'-10

"16

'-11

"13

'-11

"31

'-6"

3' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

42' - 0"

29'-

4"

115'

-0"

#11 @ 12"TOP & BOT

#11 @ 9"TOP & BOT

#11 @ 12"TOP & BOT

(2)#11 @ 12"TOP & BOT

#11 @ 9"TOP & BOT

(2)#11 @ 9"TOP & BOT

#11 @ 9"TOP & BOT

(2)#11 @ 9"TOP & BOT

(2)#11 @ 9"TOP & BOT

35'-

8"50

'-0"

115'

-0"

126' - 5"

19' - 10" 64' - 7"

1' - 4"

3'-1

0"

1' - 9"

1' - 3 3/8"

10' - 0"

CJ

CJ

5'-1

1"

25' - 4"

5'-1

1"

N 41231'-9"W 46028'-8 5/8"



DISCIPLINE

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DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

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I & C

BUILDING SERVICES

DRAWING STATUS


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8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

BASEMAT REINFORCING PLANH-16-000303

REINFORCEMENT

REF. DWG. 1/8" = 1'-0"

1 FOUNDATION PLAN-AT TOC EL 632'-0"


SWW 04/10/17WL 04/10/17MM 04/10/17CFN/ADJHF

04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT

A SF DPISSUED FOR 60%A ISSUED FOR 60% DESIGN REVIEW KL DC SF N/A 4/10/17

NOTES:1. FOR GENERAL NOTES, SEE DRAWINGS H-16-000301-1 THROUGH H-16-000301-3.

4' 0 4' 8' 12'

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

TOC - FIRST FLOOR675' - 0"

LAG VAULT632' - 0"

43' -

0"

4' -

0"

4' - 0" 14' - 0" 4' - 0" 15' - 7" 38' - 0" 4' - 0"

4' - 0"34' - 0"19' - 7"4' - 0"21' - 0"4' - 0"14' - 10"3' - 0"

EH-16-000304 5

FH-16-000304 6H

H-16-000304 7I

H-16-000304 8J

H-16-000304 9

88' - 5"

12' - 7"

1' -

0"

43' -

0"

4' -

0"

47' -

0"

47' -

0"

LAG STORAGE VAULTLAG-V-01

CFF PIT(CFF-P-03)

FILTER FEED TANK VAULT(CFF-V-01)

FFT VALVE PIT(CFF-P-01)

DEMISTER PIT(BVV-P-02)

VAULT SUMP CURB

VOIDVOID

FFT PUMP PIT(CFF-P-02)

W12x45SEE NOTE 1

7"

7' - 0"

2' -

0"

18' -

0"

4' - 0" 14' - 0"

8' -

6"

23' -

0"

26' -

0"

7"7"7"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

W12x30

W12x40SEE NOTE 1

W12x22SEE NOTE 1

W12x26SEE NOTE 1

14' -

0"

14' -

0"

4' - 0"3' - 0"

21' - 0"4' - 0"17' - 10"

3' -

6"

45.00°

TOS

646' - 9 1/2"TOS

664' - 3 1/2"

658' - 9 1/2"

VOID VOID

TOS

TOS

658' - 9 1/2"TOS

672' - 9 1/2"TOS

W18x86SEE NOTE 1

FLOORDRAIN(TO CS)

FLOORDRAIN(TO SUMP)

FLOORDRAIN(TO FFT)

FLOORDRAIN(TO DAMPER)

1/8" / 1'-0"SLOPE (TYP)

W27x146(SHIELDING SUPPORT)SEE NOTE 2

3 4 5 6 7 8

9

14' - 10"

649' - 9 1/2"

1TYP

KEYPLANISO SECTION INSERT7"

TO

9" T

HK.

SH

IELD

PLA

TE

4"

EL 675'-0"

4"X6 1/4" ASTM A36SHIELD BLOCK

6 1/4"GAP1/4"

PIT COVER STEEL, SEEDRAWING H-16-000315

L 6x4x5/16

L 2x2x1/4

L 2x2x1/4

1-121/4

1-121/4



DISCIPLINE

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PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


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8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION AH-16-000304 1

REF. DWG. 1/4" = 1'-0" H-16-000302A SECTION A - LOOKING NORTH

2' 0 2' 4' 6'

SCALE: 1/4" = 1'-0"ISSUED FOR 60% DESIGN REVIEWNOT FOR CONSTRUCTION

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17


CONCRETEH-16-000302 CONCRETE - FIRST FLOOR PLAN

1 1/2" = 1'-0"1 DETAIL - PERIMETER SHIELDING BLOCK

NOTES:

1. DECKING SUPPORT FRAMING, SEE DRAWING H-16-000299.

2. PIT COVER SUPPORT FRAMING, SEE DRAWING H-16-000346.

N/A N/A


LAG VAULT632' - 0"

EH-16-000304 5

FH-16-000304 6

HH-16-000304 7

IH-16-000304 8

JH-16-000304 9

VOID

IX VALVE PIT(IX-P-01)

IX PIT(IX-P-02)

CS TANK VAULTECS-V-01

DAMPER PIT(BVV-P-01)

VOID

1' -

0"

43' -

0"

4' -

0"

47' -

0"

126' - 5"

21' -

4"

3' -

0"

24' -

4"

18' -

8"

4' -

0"

47' -

0"

4' - 0"24' - 0"4' - 0"13' - 0"2' - 0"17' - 10"4' - 0"


VAULT SUMP CURB

CS TANK PUMP PIT A/B(ECS-P-01)

7"

8' -

0"

21' -

4"

VOID

2' -

0"

12' - 7" 3' - 0"

15' - 10"

9"7"

11' -

0"

2' -

0"

14' - 10"

W12x30SEE NOTE 1

W10x22SEE NOTE 1

W18x55SEE NOTE 1

W12x26SEE NOTE 1

4' -

0"

4' - 0"

3' - 0"

106' - 7"

2' -

0"

TOS

TOS

TOS

672' - 9 1/2"TOS

TOS

664' - 9 1/2"

659' - 9 1/2"

FLOOR DRAIN(TO IX PIT)

FLOOR DRAIN(TO CS VAULT) FLOOR DRAIN

(TO CS VAULT)

20' -

2"

FLOOR DRAIN(TO CS VAULT)

ENCASED WALL BOX TO BECAST IN CONCRETE POUR

652' - 9 1/2"

1/8" / 1'-0"SLOPE (TYP)

3 4 4.1 4.2 5 5.1 5.2 5.7 6 6.3 7 7.1 7.9 8 8.2 8.3 8.5 8.6 9

12' - 10"4' - 11 1/2"7' - 10 1/2"10' - 4 3/4"

1' - 10 5/8"

1' - 9 1/8"18' - 6 1/2"3 1/2"

17' - 8 1/2"4' - 7 1/2"5' - 10 1/2"14' - 6"3"17' - 1"1' - 9"

1' - 9 1/8"

3' - 0 3/8"

2' - 8"

651' - 5 1/2"

4' - 0"34' - 0"

H-16-000304 11

-

W16x86SEE NOTE 1

KEYPLANISO SECTION INSERT



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


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202LP

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8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION BH-16-000304 2

REF. DWG. 1/4" = 1'-0" H-16-000302B SECTION B - LOOKING NORTH

2' 0 2' 4' 6'

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


0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A


LAG VAULT632' - 0"

EH-16-000304 5

FH-16-000304 6

HH-16-000304 7

IH-16-000304 8

JH-16-000304 9

VOID

IX REAGENT VALVE PIT(IX-P-05)

IX DELAY TANK PIT(IX-P-06)

IX DELAY TANK VALVEAND MONITORING PIT

(IX-P-07)

VOID VOID

43' -

0"

4' -

0"

47' -

0"

3' -

0"22

' - 8

"

36' - 7 3/8"23' - 7"

2' -

0"19

' - 4

"

4' - 0" 15' - 10" 4' - 0" 13' - 0" 4' - 0" 16' - 0" 4' - 0" 61' - 7" 4' - 0"


126' - 5"

4' - 0"

8' -

0"

3' - 0"

2' -

0"

2' - 0" 13' - 0" 4' - 0" 4' - 0"

W12x16SEE NOTE 1W10x19

SEE NOTE 1

21' -

4"

664' - 9 1/2"TOS

TOS664' - 9 1/2"

672' - 9 1/2"TOS

672' - 9 1/2"TOS

W12x16SEE NOTE 1

7"

W18x86SEE NOTE 1

FLOOR DRAIN(TO IX PIT)

FLOOR DRAIN(TO CS PIT)1/8" / 1'-0"

SLOPE (TYP)

3 4 4.1 4.2 5 5.1 5.2 5.7 6 6.3 7 7.1 7.9 8 8.2

8.3 8.5 8.6 9

2' - 8"

12' - 10"4' - 11 1/2"7' - 10 1/2"10' - 4 3/4"

1' - 10 5/8"

1' - 9 1/8"18' - 6 1/2"3 1/2"17' - 8 1/2"4' - 7 1/2"5' - 10 1/2"14' - 6"3"1' - 8 1/2"17' - 1"1' - 9"

1' - 9 1/8"

3' - 0 3/8"

17' - 10"

16' - 0"

34' - 0"4' - 0"

H-16-000304 11

-




DISCIPLINE

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PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


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8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION CH-16-000304 3

REF. DWG. 1/4" = 1'-0" H-16-000302C SECTION C - LOOKING NORTH

2' 0 2' 4' 6'


CONCRETE

0901

A

SVWWLMMLCN/A

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DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17


H-16-000302 CONCRETE - FIRST FLOOR PLAN

NOTES:


N/A N/A


LAG VAULT632' - 0"

EH-16-000304 5

FH-16-000304 6

HH-16-000304 7

IH-16-000304 8

JH-16-000304 9

47' -

0"

42' - 0"


4' -

0"

2' -

0"

4' - 0"

672' - 9 1/2"TOS

W18X86SEE NOTE 1

4 4.1 4.2 5 5.1 5.2 5.7 6 6.3 7 7.1 7.9 8 8.2

8.3 8.5 8.6 9

6' -

0"

KEYPLAN



DISCIPLINE

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ELECTRICAL

DATE DATE

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QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

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8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION DH-16-000304 4

REF. DWG. 1/4" = 1'-0" H-16-000302D SECTION D - LOOKING NORTH

2' 0 2' 4' 6'

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


0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A


LAG VAULT632' - 0"

BH-16-000304 2

CH-16-000304 3

AH-16-000304 1

DH-16-000304 4

4' - 0" 35' - 0" 1' - 0" 35' - 0" 1' - 0" 35' - 0" 4' - 0"

115' - 0"

4' - 0" 107' - 0" 4' - 0"

1' -

0"

4' -

0"


VAULT CONTAINMENT CURB

1/16" / 1'-0"SLOPE (TYP)

1/16" / 1'-0"SLOPE (TYP)

F E.2 E.5 E D.6 D C.4 C.2 C B.8 B.6 B.2

11' - 6"8' - 8"4' - 1"2' - 3"11' - 8"16' - 11"4' - 0 1/2"26' - 9 1/2"5' - 10"5"25' - 4"2' - 8"

W18x86 TYPSEE NOTE 1

1' - 6"

1' -

7 3/

8"

BEAM POCKET EMBED PLATESEE DRAWING H-16-000TBD)




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION EH-16-000304 5

REF. DWG. 1/4" = 1'-0" H-16-000302E SECTION E - LOOKING WEST

2' 0 2' 4' 6'


0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A


LAG VAULT632' - 0"

BH-16-000304 2

CH-16-000304 3

AH-16-000304 1

DH-16-000304 4

43' -

0"

4' -

0"

47' -

0"

21' -

4"

3' -

0"18

' - 8

"

86' - 2"

13' - 2" 18' - 4" 4' - 0" 31' - 8" 4' - 0" 11' - 0" 4' - 0" 0"

VOID

VOID VOID

DEMISTER PITBVV-P-02

DAMPER PITBVV-P-01

43' -

0"

4' -

0"

80' - 0"

14' -

0"

2' -

0"

7"

2' -

0"

3' - 0"4' - 0"

658' - 9 1/2"

TOS

W12X26SEE NOTE 1

652' - 9 1/2"TOS

W12X26SEE NOTE 1

7"

672' - 9 1/2"TOS

W12X16SEE NOTE 1

FLOOR DRAINCAST IN FLOOR(TO DAMPER)

20' -

0"


1/8" / 1'-0"SLOPE (TYP)

F E.2 E.5 E D.6 D C.4 C.2 C B.8 B.6 B.2 B A.8

3' -

0"

H-16-000304 11

-




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION FH-16-000304 6

REF. DWG. 1/4" = 1'-0" H-16-000302F SECTION F - LOOKING WEST

2' 0 2' 4' 6'

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


CONCRETE

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A


LAG VAULT632' - 0"

BH-16-000304 2

CH-16-000304 3

AH-16-000304 1

DH-16-000304 4

43' -

0"

4' -

0"

47' -

0"

21' -

4"

3' -

0"18

' - 8

"

80' - 0"

VOID

DELAY TANKMONITORING

PITIX-P-07

CS TANK PUMP PIT BIX-P-04

FFT VALVE PITCFF-P-01

CS TANK PUMP PIT AECS-P-01


80' - 0"

VOID

4' - 0" 3' - 0" 18' - 4" 4' - 0" 4' - 0" 11' - 0"

14' -

0"

2' -

0"

11' -

0"

4' -

0"

8' -

0"2'

- 0"

7" 7"

W12X22SEE NOTE 1658' - 9 1/2"

TOS

14' - 10"2' - 0"14' - 10"

W18X55SEE NOTE 1

659' - 9 1/2"TOS

W12X16SEE NOTE 1

664' - 9 1/2"TOS


FLOOR DRAIN(TO CS VAULT) FLOOR DRAIN

(TO CS VAULT)

FLOOR DRAIN(CS PUMP PIT B)

1/8" / 1'-0"SLOPE (TYP)

F E.2 E.5 E D.6 D C.4 C.2 C B.8 B.6 B.2 B A.8

1' -

6 1/

8"

H-16-000304 11




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION HH-16-000304 7

REF. DWG. 1/4" = 1'-0" H-16-000302H SECTION H - LOOKING WEST

2' 0 2' 4' 6'

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


CONCRETE

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A



BH-16-000304 2

CH-16-000304 3

AH-16-000304 1

DH-16-000304 4

47' -

0"

21' -

4"

3' -

0"

80' - 0"

IX DELAY TANKPIT

IX-P-06IX PITIX-P-02

FFT PUMP PITCFF-P-02

FFT TANKVAULT

CFF-V-01

4' -

0"

80' - 0"

VOID

8' -

6"2'

- 0"

26' -

0"

2' -

0"

7" 7"

4' - 0" 3' - 0" 18' - 4" 4' - 0" 31' - 8" 4' - 0" 11' - 0" 4' - 0"

9"

21' -

4"

2' -

0"

664' - 3 1/2"TOS

W12X45SEE NOTE 1

646' - 9 1/2"TOS

W12X40SEE NOTE 1

651' - 5 1/2"

VOID

TOS

W12X40SEE NOTE 1

FLOOR DRAIN(TO FFT VAULT)


FLOOR DRAIN(IX PIT)

ENCASED WALL BOX TO BECAST IN WITH CONCRETE POUR

1/8" / 1'-0"SLOPE (TYP)

F E.2 E.5 E D.6 D C.4 C.2 C B.8 B.6 B.2 B A.8

W27X146SEE NOTE 2

674' - 5"TOS

H-16-000304 11

-

SEE NOTE 3FOR FRAMING INTHIS AREA




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION IH-16-000304 8

REF. DWG. 1/4" = 1'-0" H-16-000302I SECTION I - LOOKING WEST

2' 0 2' 4' 6'

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


CONCRETE

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


2. PIT COVER SUPPORT FRAMING SEE DRAWING H-16-000346.

3. EQUIPMENT SUPPORT STEEL SEE DRAWING H-16-000368.

N/A N/A


LAG VAULT632' - 0"

BH-16-000304 2

CH-16-000304 3

AH-16-000304 1

DH-16-000304 4

43' -

0"

4' -

0"

47' -

0"

21' -

4"

3' -

0"18

' - 8

"

IX REAGENT VALVEPIT

IX-P-05

VOID

CFF PITCFF-P-03

IX VALVE PITIX-P-01

VOID

VOID

80' - 0"

23' -

0"

2' -

0"

4' - 0" 3' - 0" 18' - 4" 4' - 0" 31' - 8" 4' - 0" 11' - 0"

7" 7" 7"

8' -

0"2'

- 0"

8' -

0"2'

- 0"

649' - 9 1/2"TOS

W12X30SEE NOTE 1

TOS

W12X30SEE NOTE 1664' - 9 1/2"

W10X19SEE NOTE 1

664' - 9 1/2"TOS

F E.2 E.5 E D.6 D C.4 C.2 C B.8 B.6 B.2 B A.8

1' -

0 3/

8"

1' - 0"

1' - 0"

1' -

0 3/

8"

H-16-000304 11

-




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SECTION JH-16-000304 9

REF. DWG. 1/4" = 1'-0" H-16-000302J SECTION J - LOOKING WEST 2' 0 2' 4' 6'

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


CONCRETE

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KL SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17



NOTES:


N/A N/A

1 2 3 4 5 6 7 8 8.5 9

B

C

C.4

D

E

F


IX REAGENTVALVE PIT

IX-P-05

IX DELAYTANK PIT

IX-P-06

IX DELAY TANKVALVE

MONITORING PITIX-P-07

CS TANKPUMP PIT B

ECS-P-02

CS TANKPUMP PIT A

ECS-P-01

DAMPER PITBVV-P-01

CFF PITCFF-P-03

FFT PUMPPIT

CFF-P-02(ABOVE)

FFT VALVEPIT

CFF-P-01


IX PITIX-P-02

IX VALVE PITIX-P-01

3' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

31'-

6"13

'-11

"16

'-11

"30

'-10

"31

'-7"

25' - 4"34' - 6"

AH-16-000395 11

BH-16-000395 11

CH-16-000395 11

DH-16-000395 11

EH-16-000395 11

FH-16-000395 11

GH-16-000395 11

HH-16-000395 11

JH-16-000395 11

KH-16-000395 11

LH-16-000395 11

MH-16-000395 11

8'-0

"13

'-1"

14'-

0"52

'-7"

8'-0

"

95'-

8"

2'-4

"

8' - 0" 44' - 4" 12' - 0"

8' - 0" 16' - 4 3/8" 12' - 0"

2' - 4"

2'-4

"

6' - 0"

26'-

9"

8'-3

"

5'-1

1"10

'-1"

33'-

9"24

'-5"

2' - 4" 2' - 8"

6'-0

"

2' - 9"

HH-16-000395 11

SIM

3' - 1 1/2"

CORBEL



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

CONCRETE GRADE BEAM PLANH-16-000305

REINFORCEMENT


REF. DWG. 1/8" = 1'-0"

1 GRADE BEAM PLAN - BOC ELEVATION 669'-0"


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT

A SF DPISSUED FOR 60%A ISSUED FOR 60% DESIGN REVIEW DC KL SF N/A 4/10/17


4' 0 4' 8' 12'

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

BH-16-000395 2

CH-16-000395 3

AH-16-000395 1

DH-16-000395 4

EH-16-000395 5

FH-16-000395 6

HH-16-000395 7

IH-16-000395 8

JH-16-000395 9

LAG STORAGE VAULTLAG-V-01(BELOW)

FFT PUMP PITTOC EL. = 666'-6"

FFT VALVE PITTOC EL. = 661'-0"

DEMISTER PITTOC EL. = 661'-0"

CS TANK PUMP PIT BTOC EL. = 664'-0"

TOC EL. = 667'-0"

IX REAGENT VALVE PITTOC EL. = 667'-0"

DELAY TANKMONITORING PITTOC EL. = 667'-0"

CS TANK PUMP PIT ATOC EL. = 664'-0"

BH-16-000395 4

3 4 5 6 7 8 8.5 9

B

C

C.4

D

E

F

3' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

31'-

7"30

'-10

"16

'-11

"13

'-11

"31

'-6"

17' - 10" 2' - 0" 13' - 0" 4' - 0" 16' - 0" 4' - 0" 23' - 7"

4' - 0" 34' - 0" 4' - 0"

1' - 4"2' - 8 5/8"

6'-2

"4'

-0"

21'-

4"4'

-0"

31'-

8"4'

-0"

11'-

0"4'

-0"

80'-

0"

3'-1

0"1'

-7"

2'-5

"6"

115'

-0"

4'-0

"10

7'-0

"4'

-0"

AH-16-000395 4

BH-16-000395 4

BH-16-000395 4

AH-16-000395 4

#9@12" T&B

#9@12" T&B

#9@12" T&B#9@12" T&B

#9@12" T&B

#11@12" T&B

#9@12" T&B#9@12" T&B

#9@12" T&B#9@12" T&B

#9@12" T&B

#11@12" T&B

#9@12" T&B #9@12" T&B

IX VALVE PIT



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

INTERMEDIATE FLOOR PLANH-16-000306

REINFORCEMENT

REF. DWG. 1/8" = 1'-0"1 UPPER LEVEL INTERMEDIATE FLOOR PLAN ISSUED FOR 60% DESIGN REVIEWNOT FOR CONSTRUCTION


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



4' 0 4' 8' 12'

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

LAG STORAGEMAINTENANCE

FLOOR

IX REAGENTVALVE PIT

IX-P-05

IX DELAYTANK PIT

IX-P-06

IX DELAY TANKMONITORING PIT

IX-P-07

CS TANKPUMP PIT B

ECS-P-02

CS TANKPUMP PIT A

ECS-P-01

DAMPER PITBVV-P-01

CFF PITCFF-P-03

FFT TANKVAULT

CFF-P-02

FFT VALVEPIT

CFF-P-01


IX PITIX-P-02

IX VALVE PITIX-P-01

W48C

1 2 4 5 6 7 8 8.5 9

B

C

C.4

D

E

F

20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

31'-

6"13

'-11

"16

'-11

"30

'-10

"31

'-7"

34' - 6"

#11@9"TOP&BOT

#11@12"TOP&BOT

#11@9"TOP&BOT

#11@12"TOP&BOT

#7@ 12" EW, T&B

#7@ 12" EW, T&B

#7@ 12" EW, T&B

#7@ 12" EW, T&B

#7@ 12" EW, T&B

4'-1

1"

NEW DIM 2'-4"

2'-4

"2'

-10"

#11 @ 12"TOP & BOT

#11 @ 12"TOP & BOT



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

FIRST FLOOR PLANH-16-000307

REINFORCEMENT

REF. DWG. 1/8" = 1'-0"1 FOUNDATION & FLOOR PLAN-AT TOC EL 675'-0"


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT




N 41231'-9"

W 46026'-8 5/8"

4' 0 4' 8' 12'

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

LAG STORAGE VAULT LAG-V-01(BELOW)

CFF PITTOC EL. = 652'-0"

FFT TANK VAULTTOC EL. = 649'-0"

TOC EL. = 654'-10"

TOC EL. = 653'-8"

3 4 5 6 7 8 8.5 9

B

C

C.4

D

E

F

#9@12"TOP&BOT

#9@12"TOP&BOT

#9@12"TOP&BOT

#9@12"TOP&BOT

#9@12"TOP&BOT

#11@12"TOP&BOT

#9@12"TOP&BOT

#9@12"TOP&BOT

#11@12"TOP&BOT

#9@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT#11@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT

#11@12"TOP&BOT

TOC EL. = 653'-8" TOC EL. = 653'-8" TOC EL. = 653'-8"

TOC EL. = 653'-8" TOC EL. = 653'-8"

3' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

3'-1

0"27

'-9"

30'-

10"

16'-

11"

13'-

11"

25'-

7"5'

-11"

1' - 3 3/8"

IX PIT DAMPER PIT



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

INTERMEDIATE FLOOR PLANH-16-000308

REINFORCEMENT

REF. DWG. 1/8" = 1'-0"

1

LOWER LEVEL INTERMEDIATE FLOOR PLAN AND FOUNDATION PLAN AT TOCEL 653'-8"



04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



4' 0 4' 8' 12'

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

IX DELAY TANK PIT



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SCHEDULEH-16-000313

EQUIPMENT EMBED SCHEDULE

REF. NO. Family WIDTH LENGTH THICKNESSSTUD

HEIGHT COMMENTSROOM

NO. MATERIAL ELEVATION REF. DWG NO.

IX-P-01_11 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_12 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_13 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_14 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_15 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_16 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_17 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_18 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_19 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_20 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_21 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_22 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_23 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_24 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_25 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_26 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_27 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_28 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_29 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_30 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_31 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_32 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-01_33 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295IX-P-05_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-05_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-06_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-06_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-06 304L SS 653' - 8 1/4" H-16-000295IX-P-07_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_11 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_12 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_13 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295IX-P-07_14 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-07 304L SS 667' - 0 1/4" H-16-000295LAG-V-01_01 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_02 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_03 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_04 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_05 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_06 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_07 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_08 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_09 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_10 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_11 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_12 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_13 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_14 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_15 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_16 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_17 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_18 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_19 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_20 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_21 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_22 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_23 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297LAG-V-01_24 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP LAG-V-01 304L SS 632' - 0 1/4" H-16-000297

EQUIPMENT EMBED SCHEDULE

REF. NO. Family WIDTH LENGTH THICKNESSSTUD

HEIGHT COMMENTSROOM

NO. MATERIAL ELEVATION REF. DWG NO.

CFF-P-01_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-01_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 304L SS 661' - 0 1/4" H-16-000295CFF-P-02_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-01 ASTM A36 CS 661' - 0 1/4" H-16-000295CFF-P-02_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-02_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-02 ASTM A36 CS 666' - 6 1/4" H-16-000295CFF-P-03_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_11 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 652' - 0 1/4" H-16-000295CFF-P-03_12 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP CFF-P-03 304L SS 666' - 6 1/4" H-16-000295CFF-V-01_01 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_02 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_03 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_04 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_05 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_06 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_07 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296CFF-V-01_08 EP_20x20x1 1' - 8" 1' - 8" 0' - 1" 0' - 9" EP CFF-V-01 304L SS 649' - 0 1/4" H-16-000296ECS-P-01_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_11 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_12 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_13 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_14 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_15 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-01_16 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-01 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 ASTM A36 CS 664' - 0 1/4" H-16-000295ECS-P-02_11 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 304L SS 664' - 0 1/4" H-16-000295ECS-P-02_12 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-P-02 304L SS 664' - 0 1/4" H-16-000295ECS-V-01_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296ECS-V-01_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP ECS-V-01 304L SS 632' - 0 1/4" H-16-000296IX-P-01_01 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_02 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_03 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_04 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_05 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_06 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_07 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_08 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_09 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295IX-P-01_10 EP_12x12x1 1' - 0" 1' - 0" 0' - 1" 0' - 7" EP IX-P-01 304L SS 667' - 0 1/4" H-16-000295


A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

DS JK SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17 0901

EMBED

CONSTRUCTION DM 04/10/17

HOLD 1

HOLD NO. DESCRIPTION RELEASE DATE

HOLD TABLE

1 HOLD PENDING FINAL EVALUATION 90

NOTES:

1. FOR GENERAL NOTES SEE DRAWING H-16-000301-1.

2. FOR PLATE DETAILS SEE H-16-000314.

3. FOR ORIENTATION OF RECTANGULAR PLATES, SEE REFERENCE DRAWING PER SCHEDULE.

N/A N/A

EP EMBED PLATE

LEGEND

FACE OF PLATE

7 3/16"

1' - 0"

1' -

0"

1"

(4) 3/4" x 7 3/16" LONG HEADED STUD(SEE NOTE 3) WELDED TO STEEL PLATE

EMBED DATUM POINT(SCHEDULED DIMS)


8"

8"TYP2" 1/2" (TYP)

1/2"

(TYP

)

(4) 1/4" DIA NAIL HOLES

FACE OF PLATE

7 3/16"

1' - 3"

1' -

8"

1"

(6) 3/4" x 7 3/16" LONG HEADEDSTUD (SEE NOTE 3) WELDED TOSTEEL PLATE



8"

11"TYP2" 1/2" (TYP)

1/2"

(TYP

)


FACE OF PLATE

7 3/16"

1' - 8"

1' -

8"

1"

(9) 3/4" x 7 3/16" LONG HEADEDSTUD (SEE NOTE 3) WELDED TOSTEEL PLATE



8"

8"TYP2" 1/2" (TYP)

1/2"

(TYP

)




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

MISC. EMBED PLATE DETAILSH-16-000314

3" = 1'-0"1 12x12x1 MISC. EMBED PLATE



3" 0 3" 6"

SCALE: 3" = 1'-0"

0901

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JH JZ/JK SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

EMBEDS


NOTES:

MATERIAL

1. 12x12x1 AND 20x20x1 MISC. EMBED PLATE: ASTM A36, A572 GR. 50, OR A304L PER SCHEDULE.

2. 20x15x1 MISC. EMBED PLATE: ASTM A36 OR A572 GR. 50 PER SCHEDULE.

3. STUDS: NELSON STUD WELDING CATALOG S3L HEADED CONCRETE ANCHORS OR APPROVED EQUAL CARBON STEEL (AWS TYPE B) OR STAINLESS STEEL (AWS TYPE A) PER SCHEDULE.

GENERAL

4. SEE SPECIFICATIONS 13-2-001 AND 13-2-010 FOR EMBED PROCUREMENT AND INSTALLATION.

5. SEE DRAWINGS H-16-000301-1 THROUGH H-16-000301-3 FOR GENERAL NOTES.

DOC. NO. 13-2-001 CONCRETE WORK

DOC. NO. 13-2-010 SPECIFICATION FOR PROCUREMENT OFFEROUS METALS

H-16-000301-1 STRUCTURAL GENERAL NOTES AND SPECIALINSPECTIONS

H-16-000301-2

H-16-000301-3

STRUCTURAL GENERAL NOTES AND SPECIALINSPECTIONS

STRUCTURAL GENERAL NOTES AND SPECIALINSPECTIONS


N/A N/A

H-16-000313 EMBED SCHEDULE

A2 A3A1 B2 B3B1

C1 C3 C4

D1

D2

D3

E1

E2

E3

E4

E5

E6

E7

F1 F2 F3 F4 F5 F6

F10

D4

D5

D6

J1

J2

J3

J4

J5

K1 K2 K3 K4 K5

K6 K7 K8 K9 K10

L1

L2

L3

L4

D7

K11 K12

E8

D9

D8

A4

F11 F12 F13 F14

F17 F18

L5

C2

J6

G3

G2

G1

G4

G5

G6

G7

M1

M2

M3

M4

M5

F9

F7

F8

F15

F16

C5



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

PLANH-16-000315

1/4" = 1'-0"1 PIT SHIELD COVER - PLAN

IX-P-05, IX REAGENT VALVE PIT COVERS(SEE DWG H-16-000338 FOR DETAILS)IX-P-05-AIIX-P-05-A2IX-P-05-A3IX-P-05-A4

IX-P-06, IX DELAY TANK PIT COVERS(SEE DWG H-16-000340 FOR DETAILS)IX-P-06-B1IX-P-06-B2IX-P-06-B3

IX-P-07, DELAY TANK VALVE AND MONITORING PIT COVERS(SEE DWG H-16-000342 FOR DETAILS)IX-P-07-C1IX-P-07-C2IX-P-07-C3IX-P-07-C4IX-P-07-C5

IX-P-01, IX VALVE PIT COVERS(SEE DWG H-16-000328 FOR DETAILS)

IX-P-02, IX PIT COVERS(SEE DWG H-16-000331 FOR DETAILS)IX-P-02-E1IX-P-02-E2IX-P-02-E3IX-P-02-E4IX-P-02-E5IX-P-02-E6IX-P-02-E7IX-P-02-E8

ECS-P-01/02, CS TANK PUMP PIT A/B COVERS(SEE DWG H-16-000334 FOR DETAILS)ECS-P-02-F1ECS-P-02-F2ECS-P-02-F3ECS-P-02-F4ECS-P-02-F5ECS-P-02-F6ECS-P-02-F7ECS-P-02-F8ECS-P-01-F9ECS-P-01-F10ECS-P-01-F11ECS-P-01-F12ECS-P-01-F13ECS-P-01-F14ECS-P-01-F15ECS-P-01-F16ECS-P-02-F17ECS-P-02-F18

BVV-P-01, DAMPER PIT COVERS(SEE DWG H-16-000336 FOR DETAILS)BVV-P-01-G1BVV-P-01-G2BVV-P-01-G3BVV-P-01-G4BVV-P-01-G5BVV-P-01-G6BVV-P-01-G7

CFF-P-03, CFF PIT COVERS(SEE DWG H-16-000317 FOR DETAILS)CFF-P-03-J1CFF-P-03-J2CFF-P-03-J3CFF-P-03-J4CFF-P-03-J5CFF-P-03-J6

CFF-P-02, FFT PUMP PIT COVERS(SEE DWG H-16-000320 FOR DETAILS)CFF-P-02-K1CFF-P-02-K2CFF-P-02-K3CFF-P-02-K5CFF-P-02-K6CFF-P-02-K7CFF-P-02-K8CFF-P-02-K9CFF-P-02-K10CFF-P-02-K11CFF-P-02-K12

CFF-P-01, FFT VALVE PIT COVERS(SEE DWG H-16-000323 FOR DETAILS)CFF-P-01-L1CFF-P-01-L2CFF-P-01-L3CFF-P-01-L4CFF-P-01-L5

PVV-P-01, DEMISTER PIT COVERS(SEE DWG H-16-000325 FOR DETAILS)PVV-P-01-M1PVV-P-01-M2PVV-P-01-M3PVV-P-01-M4PVV-P-01-M5

IX-P-01-D1IX-P-01-D2IX-P-01-D3IX-P-01-D4IX-P-01-D5IX-P-01-D6IX-P-01-D7IX-P-01-D8IX-P-01-D9


2' 0 2' 4' 6'

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

PIT COVERS

1000

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17


NOTES:

1. MATERIAL: ASTM A36 CARBON STEEL.

2.FOR GENERAL NOTES SEE DRAWING H-16-000301 SHEETS 1 THROUGH 3.

N/A N/A

J1

J2

J3

J4

J5

J6

PIT

OPE

NIN

G18

' - 4

"

PIT OPENING14' - 10"

TOC

OPE

NIN

G19

' - 4

"TOC OPENING

15' - 10"

2H-16-000317

COVER15' - 9 1/2"

DRILL 1 1/4" DIA x 5" DEEP HOLES WHERE NOTED FOR CROSBY HR-125UNC SWIVEL HOIST RING (OR APPROVED EQUAL) STOCK NUMBER1016975 W/ONE 1 1/4"-7x4.5" BOLT.WORKING LOAD LIMIT: 15,000 #ULTIMATE CAPACITY: 5 x WORKING LOAD LIMITINSTALLED IN ACCORDANCE WITH MFR'S INSTRUCTIONS6" CORNER OFFSET AT CENTER TYP. UNLESS OTHERWISE SHOWN

5

HOLD 1


1' - 9"

7"

5' - 6 1/2"5' - 4 1/2"

1' - 8"

5' - 0 3/8"

4' - 10 3/8"

5' - 6 1/2"5' - 4 1/2"

1' - 8 1/8"

1' - 7 1/8"

1/4" GAP (TYP) 1/4" GAP (TYP)

J5 J4 J3 J2 J1

4 x 6 CSSHIELD BLOCK

HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

CFF PITH-16-000317

1/2" = 1'-0"1 CFF-P-03 CFF PIT COVERS - PLAN

1/2" = 1'-0"2 CFF PIT COVERS - SECTION 2


1' 0 1' 2' 3'

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

2. PENETRATIONS SCALED BUT NOT DIMENSIONED FOR 60% DESIGN REVIEW.

1000

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

PIT COVERS

NOTES:

1. FOR COVER DETAILS, SEE DWG H-16-000318 (HOLD FOR 90% REVIEW)

H-16-000315


H-16-000315 LAWPS PIT COVERS - PLAN


HOLD TABLE

1 HOLD PENDING FINAL PENETRATIONS

2 HOLD PENDING FINAL SEAM CONFIGURATION

N/A N/A

90

90

3H-16-000320

TOC

OPE

NIN

G19

' - 4

"

CO

VER

9' -

7 5/

8"C

OVE

R9'

- 7

5/8"

1/4"

GAP

PIT

OPE

NIN

G18

' - 4

"

2H-16-000320

TOC OPENING22' - 0"

PIT OPENING21' - 0"

1/4"

GAP

1/4" GAP

SUMP3' - 0"

SUM

P O

PEN

ING

2' -

0"

CO

VER

2' -

11 3

/4"

1/4"

GAP

TOC OPENING4' - 0"

TOC

OPE

NIN

G3'

- 0"

1/4"

GAP

COVERS21' - 11 1/2"

6

HOLD 1

K2 K3 K4 K5

K6 K7 K8 K9 K10

K1

K11 K124

H-16-000320

COVER3' - 11 1/2"

5H-16-000320



4' - 5 3/8"4' - 4 3/8"

4' - 11 5/8"4' - 9 3/4"

4' - 5 3/4"4' - 3 3/4"

3' - 10 3/4"3' - 8 5/8"

4' - 4 7/8"4' - 3 7/8"

TYP1/4" GAP

7"

TYP1/4" GAP

6

K1 K2 K3 K4 K5

4 x 6 CSSHEILD BLOCK


674' - 5"TOS

4' - 6 3/8"4' - 5 3/8"

5' - 1 3/4"4' - 11 3/4"

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

3' - 10 3/4"3' - 8 3/4"

3' - 4 7/8"3' - 3 7/8"

TYP1/4" GAP

7"

TYP1/4" GAP

6

K7K6 K10K8 K9


W27x146COVER SUPPORT(SEE DWG H-16-000346)

HOLD 2

TOC - FIRST FLOOR675' - 0"K11 K12

1' - 5 1/2"

1' - 6 1/2"

2' - 5 3/4"

2' - 4 3/4"(TYP)

1/4" GAP

(TYP)1/4" GAP

(TYP)1/4" GAP

HOLD 2

TOC - FIRST FLOOR675' - 0"K12 K6

SUMP WALL1' - 0"




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

FFT PUMP PITH-16-000320

1/2" = 1'-0"1 CFF-P-02 FFT PUMP PIT COVERS - PLAN

1/2" = 1'-0"3 FFT PUMP PIT COVERS - SECTION 3



4' 0 4' 8' 12'

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


A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

PIT COVERS

H-16-000315

NOTES:





HOLD 2

1000


HOLD TABLE




N/A N/A

90

90

L1

L2

L3

L4

L5

2H-16-000323

PIT

OPE

NIN

G18

' - 4

"

PIT OPENING14' - 0"

COVER14' - 11 1/2"

TOC OPENING15' - 0"

CO

VER

S19

' - 3

1/2

"TO

C O

PEN

ING

19' -

4"

7

E



3' - 2 7/8"3' - 2 1/4"

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

4' - 7 1/4"4' - 6"

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

TYP1/4" GAP

7" L4 L3 L2 L1

TYP1/4" GAP

E




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

FFT VALVE PITH-16-000323

1/2" = 1'-0"1 CFF-P-01 FFT VALVE PIT COVERS - PLAN

1/2" = 1'-0"2 FFT VALVE COVERS - SECTION 2


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

HOLD 1

PIT COVERS

H-16-000315

NOTES:




HOLD 2

1000H-16-000315 LAWPS PIT COVERS - PLAN


HOLD TABLE



N/A N/A

90

90

M1

M2

M3

M4

M5

2H-16-000325 7.9

E

10 1

/2"

7 5/8"

1' -

2"

5' - 7 3/8"8' - 9"

1' - 7 1/8"

11' - 6"

1' - 2"

7 5/

8"

10 7/8"

5 7/

8"

2' -

4"

2' -

11 3

/4"

2' -

7 1/

8"11

1/4

"

1' - 8 5/8"

5' -

0 3/

8"11

1/4

"

4' -

2 5/

8"

9' - 11"

1' - 2"

1' - 2"

6' -

7 3/

4"

2' - 0 1/8"

10' - 4"

10' - 7"2'

- 6"

5 7/

8"

7' -

10 1

/2"

5 7/

8"

5' -

2 3/

4"9'

- 0"

5 7/

8"

5 7/

8"

10 7/8"

10 7/8"

10 7/8"

7 5/

8"

7 5/

8"

13' - 7" COVER OPENING

19' -

4" C

OV

ER O

PEN

ING

HOLD 1PIT OPENING12' - 7"

PIT

OPE

NIN

G18

' - 4

"



E

3' - 9 3/4"

4' - 0"

4' - 0"

4' - 0"

3' - 9 3/4"

(TYP)1/4" GAP

7"

3' - 8 1/2"

3' - 9 1/2"

3' - 9 1/2"

3' - 9 1/2"

3' - 8 1/2"


M5 M4 M3 M2 M1

(TYP)1/4" GAP

HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

DEMISTER PITH-16-000325

1/2" = 1'-0"1 PVV-P-01 DEMISTER PIT COVERS - PLAN

1/2" = 1'-0"2 DEMISTER PIT COVERS - SECTION 2

1' 0 1' 2' 3'

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


1000

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

PIT COVERS


H-16-000315

NOTES:




HOLD TABLE



H-16-000315 LAWPS PIT COVERS - PLANN/A N/A

90

90

D1

D2

D3

D4

D5

D6

D7

D9

D8

2H-16-000328

5

D

TOC

OPE

NIN

G32

' - 8

"


COVER15' - 9 1/2"

PIT

OPE

NIN

G31

' - 8

"


3H-16-000328

3H-16-000368

SIM


E D

4' - 5 1/8"

4' - 6 1/8"

4' - 5 3/4"4' - 3 3/4"

5' - 11 3/4"

5' - 9 3/4"

3' - 5 1/2"3' - 3 1/2"

4' - 8"

4' - 6"

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

5' - 5 1/4"

5' - 6 1/4"

1/4" GAP (TYP)

1/4" GAP (TYP)

SUPPLEMENTAL COVER FRAMINGSEE DWG H-16-000346

D1D2D8D4D9D6D7


HOLD 2


5

D9D5

1/4" GAP (TYP)

4' - 8 7/8"

1/4" GAP (TYP)

11' - 0 3/8"

1/4" GAP (TYP)

SUPPLEMENTAL COVER FRAMINGSEE DWG H-16-000346


HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

IX VALVE PITH-16-000328

1/2" = 1'-0"1 IX-P-01 IX VALVE PIT COVERS - PLAN

1/2" = 1'-0"2 IX VALVE PIT COVER - SECTION 2


1' 0 1' 2' 3'

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

1000

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

PIT COVERS

HOLD 1


NOTES:


H-16-000315



HOLD TABLE




1/2" = 1'-0"3 IX VALVE PIT COVER - SECTION 3

N/A N/A

90

90

E1

E2

E3

E4

E5

E6

E7

E8

2H-16-000331

5.7

E

D

TOC

OPE

NIN

G32

' - 8

"

TOC OPENING14' - 0"

COVER13' - 11 1/2"

PIT OPENING13' - 0"

PIT

OPE

NIN

G31

' - 8

"

HOLD 1


3H-16-000328


E D

4' - 5"

4' - 6"

3' - 8"3' - 6"

4' - 2 1/4"

4' - 0 1/4"

4' - 2 3/8"3' - 11 7/8"

4' - 2 3/8"

3' - 11 7/8"

4' - 2 3/8"3' - 11 7/8"

4' - 2 3/8"

3' - 11 7/8"

3' - 11"4' - 0 1/4"1/4" GAP (TYP)

1/4" GAP (TYP)


HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

IX PITH-16-000331

1/2" = 1'-0"1 IX-P-02 IX PIT COVERS - PLAN

1/2" = 1'-0"2 IX PIT COVER - SECTION 2


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

NOTES:


PIT COVERS

H-16-000315

E1E2E3E4E5E6E7E8

0901




HOLD TABLE




N/A N/A

90

90

F1 F2 F3 F4 F5 F6

F15

F7

F9 F10 F11 F12 F13 F14

F17 F18

2H-16-000334

6 7

E

D

F8

F16

TOC

OPE

NIN

G15

' - 1

0"

TOC OPENING25' - 0"

TOC

OPE

NIN

G15

' - 1

0"

HOLD 1

HOLD 1

CO

VER

15' -

9 1

/2"

CO

VER

15' -

9 1

/2"

PIT

OPE

NIN

G14

' - 1

0"PI

T O

PEN

ING

14' -

10"

PIT OPENING24' - 0"

3H-16-000334

4H-16-000334



6 7

6' - 9 1/4"6' - 10 1/4"

3' - 6"

3' - 4"

4' - 6"4' - 4"

3' - 10"

3' - 8"

4' - 7 1/2"4' - 5 1/2"

1' - 10 1/2"

1' - 11 1/2"

1/4" GAP (TYP) 1/4" GAP (TYP)

F14F13F12F11F10F9

4 x 6 CSSHIELD BLOCK(TYP)

7 1/

2"

HOLD 3

HOLD 2


2' - 5 1/2"2' - 4 1/2"

1' - 6 3/4"

1' - 5 3/4"

(TYP)1/4" GAP

(TYP)1/4" GAP

F18F17

7 1/

2"

HOLD 3

HOLD 2


SUMP WALL1' - 0"


F17F5



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

CS TANK PUMP PITH-16-000334

1/2" = 1'-0"1 ECS-P-01/02 CS TANK PUMP PIT A/B COVERS - PLAN

1/2" = 1'-0"2 CS TANK PUMP PIT A/B COVERS - SECTION 2

PIT COVERS


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

NOTES:

1. FOR COVER DETAILS, SEE DWG H-16-000335 (HOLD FOR 90% REVIEW).


0901

H-16-000315





HOLD TABLE



3 COVER THICKNESS TO CHANGE TO 7"

H-16-000315 LAWPS PIT COVERS - PLANN/A N/A

90

90

90

7

D

2H-16-000336

4' - 4" 1' - 5 5/8"

2' -

8 1/

2"

8' - 7 1/4" 1' - 5 5/8"

2' -

8 1/

2"

11 3

/4"

11 3

/4"

5' -

10 1

/4"

1' -

6"

7 3/4" 1' - 0"

4' - 10 7/8"

7' - 4 3/4"

9' - 7"

8' -

8 3/

8"

11' -

7 3

/4"

13' -

9 3

/8"

10' -

2 5

/8"

7' - 4 3/4"

4' - 10 7/8"

2' - 2"

2' - 2"

2' - 2"

2' - 2"

2' - 2"

2' - 2"

9' - 7"

1' -

2 1/

8"

1' -

2 1/

8"

1' -

2 1/

8"

1' -

2 1/

8"

5' -

8 3/

4"11

1/4

"

1' - 8 5/8"

1' - 7 1/8"

1' - 7 1/8" 1' - 8 5/8"10

' - 3

"

11' -

0"

11' -

7 7

/8"

5 7/

8" 5 7/

8"

3 1/

8"

10' -

8 1

/8"

11 1

/4"

4' - 8"

5' - 10 5/8"

7' - 1"

7' - 11 1/8"

9' - 1 3/4"

10 7/8" 10 7/8"

5 5/8"

10 7/8" 10 7/8"

32' -

8" T

OC

OPE

NIN

G

13' - 7" TOC OPENING

G1

G2

G3

G4

G5

G6

G7

31' -

8" P

IT O

PEN

ING

12' - 7" PIT OPENING



D

3' - 11 1/4"

4' - 2 3/8"

4' - 2 3/8"

4' - 2 3/8"

8' - 3 7/8"

4' - 2 3/8"

3' - 11 3/4"

TYP1/4" GAP

7"

4' - 0 1/2"

3' - 11 7/8"

3' - 11 7/8"

3' - 11 7/8"

8' - 1 3/8"

3' - 11 7/8"

3' - 10 1/2"

(TYP)1/4" GAP


G7 G6 G5 G4 G3 G2 G1

HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

DAMPER PITH-16-000336

1/2" = 1'-0"1 BVV-P-01 DAMPER PIT COVERS - PLAN

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

1/2" = 1'-0"2 DAMPER PIT COVERS - SECTION 2

1' 0 1' 2' 3'

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


PIT COVERS

NOTES:


HOLD 1

H-16-000315



1000


HOLD TABLE




N/A N/A

90

90

5

PIT

OPE

NIN

G11

' - 0

"


TOC OPENING15' - 10"

TOC

OPE

NIN

G12

' - 0

"

COVER15' - 9 1/2"

CO

VER

11' -

11

1/2"

HOLD 1

2H-16-000338

A1 A2 A3 A4



5

2' - 10"

2' - 11"

5' - 9 3/4"5' - 7 3/4"

4' - 2"

4' - 0"

3' - 1"3' - 0"

(TYP)1/4" GAP

(TYP)1/4" GAP

A1 A2 A3 A47"

HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

IX REAGENT VALVE PITH-16-000338

PIT COVERS


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

NOTES:


1/2" = 1'-0"1 IX-P-05 IX REAGENT VALVE PIT COVERS - PLAN

1/2" = 1'-0"2 IX REAGENT VALVE PIT COVERS - SECTION 2

H-16-000315



1000


HOLD TABLE




N/A N/A

90

90

TOC OPENING14' - 0"

PIT OPENING13' - 0"

TOC

OPE

NIN

G12

' - 0

"

PIT

OPE

NIN

G11

' - 0

"

COVER13' - 11 1/2"

CO

VER

11' -

11

1/2"

HOLD 1

2H-16-000340



5' - 6"5' - 7"

5' - 7"5' - 5"

2' - 10"2' - 11"

(TYP)1/4" GAP

(TYP)1/4" GAP

7"


B1 B2 B3



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

IX DELAY TANK PITH-16-000340


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

1/2" = 1'-0"1 IX-P-06 IX DELAY TANK PIT COVERS - PLAN

PIT COVERS

1/2" = 1'-0"2 IX DELAY TANK PIT COVERS - SECTION 2

B1 B2 B3

H-16-000315


1000


HOLD TABLE




HOLD 2

NOTES:



N/A N/A

90

90

6PIT OPENING

16' - 0"TOC OPENING

17' - 0"

PIT

OPE

NIN

G11

' - 0

"

TOC

OPE

NIN

G12

' - 0

"

CO

VER

11' -

11

1/2"

COVER16' - 11 1/2"

2H-16-000342

C1 C2 C3 C4

C5

HOLD 1



6

2' - 10"

2' - 11"

7' - 1"

6' - 11"

4' - 2 3/4"

4' - 0 3/4"

2' - 10"

2' - 11"

(TYP)1/4" GAP

(TYP)1/4" GAP

C1 C2 C3 C47"

HOLD 2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

IX DLY TK VLV & MONIT. PITH-16-000342

PIT COVERS


1' 0 1' 2' 3'

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

A

SVWWLMMLCN/A

HF

DSMJMWPB


04/10/17A 04/10/17 SF DP

JK KD SF N/A 04/10/1704/10/1704/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17

NOTES:


1/2" = 1'-0"1 IX-P-07 IX DELAY TANK VALVE & MONITOR PIT COVERS - PLAN

1/2" = 1'-0"2 IX DELAY TANK VALVE & MONITORING PIT COVERS - SECTION 2

H-16-000315




1000


HOLD TABLE




N/A N/A

90

90

4 4.2 5 6 7 8

E

D

C.4

W27x146

CLBEAM

HSS 8x8x5/8

HSS 8x8x5/8 HSS

8x8x

5/8

HSS 8x8x5/8

HSS 8x8x5/8

HSS

8x8x

5/8

3H-16-000346

2H-16-000346

HSS 8x6x5/8KICKER (TYP)

TOS EL 674'-5"

(REF

)9'

- 8"


4.2 5


HSS 8x8x5/8

674' - 5"TOS(TYP)

9" (TYP)

HOLD 1HOLD 1


4.2 5


HSS 8x8x5/8

(TYP)36.90°

9" (TYP)

HSS 8x8x5/8



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.




SHOWN

LAWPS

SUPPORT FRAMINGH-16-000346

1/4" = 1'-0"1 PIT COVER FRAMING - PLAN

0901

2' 0 2' 4' 6'

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

FP

KD JK SF

1. FOR GENERAL NOTES SEE DRAWING H-16-000301-1.

2. FOR DIMENSIONS NOT SHOWN SEE DRAWING H-16-000347.

3. THIS DRAWING SUPERCEDES H-16-000298 WITH 90% SUBMITTAL.

A

FIRE PROTECTION

A 01/23/17 SF DPN/A 04/10/17


NOTES:

PIT COVER

1/2" = 1'-0"2 PIT COVER FRAMING - SECTION 2

3/8" = 1'-0"3 PIT COVER FRAMING - SECTION 3

A

SVWWLMMLCN/A

HF

DSMJMWPBN/AKBDJ FIRE PROTECTION

04/10/17A 04/10/17 SF DP04/10/17

04/10/1704/10/17

04/10/1704/10/17

04/10/1704/10/1704/10/1704/10/17

04/10/17N/A




HOLD TABLE

1 HOLD PENDING FINAL CONNECTION DETAIL

SEE SECTION 2 FOR DETAIL NOT SHOWN.

HOLD 1

HOLD 1HOLD 1HOLD 1

HOLD 1

HOLD 1

90

90

D.5 E.8D.1

1'-0

"8'

-0"

8'-0

"

1'-0

"8'

-0"

8'-0

"8'

-0"

1'-0

"8'

-0"

8'-0

"8'

-0"

1'-0

"8'

-0"

8'-0

"

18'-

0"25

'-0"

8'-0

"

8'-0

"

98.5

TOC EL 675'-0"

TO GRTG EL 650'-0"

TOC EL 632'-0"

AH-16-000375

AH-16-000375

8.18.2 98.5

E

D.5

E.8

D.1

B.8

BH-16-000375

BH-16-000375

5'-2

"15

'-0"

4'-2

"4'

-2"

LADDER DOWN TOTOC EL 632'-0"

4'-0

"

9"

3' - 0"

1' - 0"

13'-

6"4'

-0"

3' - 0"

LADDER DOWN TOTOC EL 632'-0"

1' - 0"



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


U.S. DEPARTMENT OF ENERGYOffice of River ProtectionA

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.

PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

1000

PLOTID

URS ARCHITECTS, LLC

3/16" = 1'-0"

PROCESS FACILITYLAWPS

LAG STORAGE PIT LADDERSH-16-000375

Author

3/16" = 1'-0"A Section A 3/16" = 1'-0"B Section B

HP TOC EL 632'-0"

TOC EL 675'-0"

DETAIL 1

TO GRTG EL 650'-0"

C6X8.2 TYP

C6X8.2 TYP

LADDER CLIPDETAIL TYP


DETAIL 3 TYP

SAFETYGATE

HANDRAIL& KICKPLATE

GRATING

HANDRAIL& KICKPLATE

GRATING

SAFETYGATE

3/16" = 1'-0"2 LADDER PLATFORM TOS EL 650'-0"

LADDER UP TOEL 675'-0"

LADDER UP TOEL 675'-0"


SVWN/AMMN/AN/A

N/A

DSMJN/APBSFN/ADJ FIRE PROTECTION

04/10/17N/A04/10/17N/AN/A04/10/17N/A

04/10/1704/10/17N/A04/10/1704/10/17N/A

WL 04/10/17 04/10/17N/A N/ADMMECH-HVAC

NUCLEARCONSTR

A 04/10/17 SF DP

A ISSUED FOR 60% DESIGN REVIEW KD JZ SF N/A 04/10/17


NOTES:

HOLD

HOLD

HOLD

HOLD

HOLD

1. FOR GUARDRAIL AND LADDER DETAILS, SEE H-16-000396-1 AND H-16-000396-2 (HOLD FOR90% REVIEW.)

2. FOR GENERAL NOTES, SEE REFERENCE H-16-000301-1.3. THE PURCHASE, FABRICATION, DELEVERY, AND ERECTION OF THE STRUCTURAL STEEL

MEMBERS SHALL BE IN ACCORDANCE WITH REFERENCE 13-2-001.4. THE PURCHASE, FABRICATION, DELEVERY, AND ERECTION OF THE MISCELLANEOUS

STEEL MEMBERS SHALL BE IN ACCORDANCE WITH REFERENCE 13-2-010.

H-16-000301-1H-16-000396-1H-16-000396-213-2-01013-2-002

STRUCTURAL GENERAL NOTES & SPECIAL INSPEC

STAIR STANDARD DETAILSLADDER STANDARD DETAILSSPEC FOR PROCUMENT OF MISC METALSSPEC FOR PURCASE,FAB, DELIVERY OF STRUC STEEL

DNUP

UPDN

DN

DN UP

HS-1 HS-2

HS-A

HS-B

HS-C

H-16-000387-11

H-16-000387-1

2

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10X22

W10X22

W10

X22

W10

X30

W10X22

W10

X30

W10X22

W10

X15

10'-

2"

30'-

6"

9' - 8"

AH-16-000387-1

5' - 6"

20'-

4"

4'-0

"

4' - 2"

W8X

15

L4X4X3/8

L4X4X3/8

HS-1 HS-2

HS-A

HS-B

HS-C

H-16-000387-11

H-16-000387-1

2

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10X22

W10

X22

W10X22

W10

X22

W10

X30

W10X22

W10

X30

W10X22

W10

X15

10'-

2"

30'-

6"

9' - 8"

AH-16-000387-1

N 41040' - 0"E -45920' - 8"

20'-

4"

4'-0

"

4' - 2" 5' - 6"

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

TYPTYPTYP TYP

W8X

15

L4X4X3/8 L4X4X3/8

HS-1 HS-2

HS-A

HS-B

HS-C

H-16-000387-11

H-16-000387-1

2

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10X22

W10

X22

W10X22

W10

X22

W10X22

W10

X30

W10

X30

W10X22

W10

X22

W10

X15

10'-

2"

9' - 8"

30'-

6"

AH-16-000387-1

20'-

4"

4'-0

"

4' - 0"

W8X

15

W8X15

W8X15

L4X4X3/8

L4X4X3/8

L4X4

X3/8

L4X4X3/8

L4X4X3/8

L4X4

X3/8

L4X4X3/8

4' - 2" 5' - 6"

5'-6

"5'

-5"

5'-5

"

L4X4X

3/8

HS-1 HS-2

HS-A

HS-B

H-16-000387-11

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10X15

W10

X15

W10X15

W10

X15

W10

X15

10'-

2"

9' - 8"

4' - 2"

HS-1 HS-2

HS-A

HS-B

HS-C

W10

X30

W10

X30

W10X22

W10

X22

W10X22

W10

X22

W10X22

W10X22H-16-000387-11

H-16-000387-1

2

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10

X15 A

H-16-000387-1

10'-

2"20

'-4"

4'-0

"16

'-4"

9' - 8"

4' - 2" 5' - 6"

W8X

15

L4X4X3/8 L4X4X3/8

HS-1 HS-2

HS-A

HS-B

W10X15

W10

X15

W10X15

W10

X15

H-16-000387-11

H-16-000387-23

H-16-000387-2

4

BH-16-000387-2

W10

X15

10'-

2"

4' - 2"

9' - 8"

L4X4

X3/8

L4X4X3/8 L4X4X3/8



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY



B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.

PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

1000

PLOTID

URS ARCHITECTS, LLC HVAC STACK STRUCTURELAWPS

FRAMING PLANSH-16-000386

1/4" = 1'-0"1 LEVEL 2 - TOS EL

1/4" = 1'-0"2 LEVEL 1 - TOS EL 1/4" = 1'-0"

3 LEVEL 6 - TOS EL

1/4" = 1'-0"4 LEVEL 10 - TOS EL

1" = 160'-0"5 KEY PLAN

1/4" = 1'-0"6 LEVEL 5 - TOS EL

1/4" = 1'-0"7 LEVEL 12 - TOS EL


SVWN/AMMN/AN/A

N/A


04/10/17N/A04/10/17N/AN/A04/10/17N/A

04/10/1704/10/17N/A04/10/1704/10/17N/A

1 REQ'D AS SHOWN2 REQ'D AS SHOWN




NUCLEARCONSTR

A 04/10/17 SF DP


(& LEVEL 4)(& LEVEL 3)

(& LEVEL 7, 8, 9, 11)

HVAC STACKTOWER

NOTES:1. FOR GENERAL NOTES, SEE REFERENCE DRAWINGS H-16-000301-1 THRU H-16-000301-3.2. THE PURCHASE, FABRICATION, DELIVERY, AND ERECTION OF THE STRUCTURAL MEMBERS SHALL

BE IN ACCORDANCE WITH REFERENCE 13-2-002.3. FOR STAIR AND HANDRAIL DETAILS, SEE REFERENCE H-16-000396-1.4. ALL GRATING SHALL BE SERRATED.5. THE PURCHASE, FABRICATION, DELIVERY, AND ERECTION OF THE MISCELLANEOUS METALS SHALL BE IN ACCORDANCE WITH REFERENCE 13-2-010.

HOLD

H-16-000391-1

H-16-000301-1H-16-000301-2H-16-000301-3

DOC NO 13-2-002

STAIR STANDARD DETAILS

STRUCTURAL GENERAL NOTES, ETC.SPECIFICATION STRUCTURAL STEEL

STRUCTURAL GENERAL NOTES, ETC.STRUCTURAL GENERAL NOTES, ETC.

H-16-000387-1H-16-000387-2H-16-000388

FRAMING ELEVATIONSFRAMING ELEVATIONSFOUNDATION PLAN

1. ITEMS TO BE DESIGNED OR DIMENSIONEDFOR 90% REVIEW.2. STACK CONNECTIONS TO BE DESIGNED FOR90% REVIEW.

HOLD

HOLD HOLD

DOC NO 13-2-002 SPECIFICATION FOR PROCUREMENT OFMISCELLANEOUS METALS

SHOWN

HS-A HS-B HS-C

LEVEL 1 - TOS EL683' - 2"




LEVEL 5 - TOS EL715' - 10"





LEVEL 10 - TOS EL756' - 8"

LEVEL 11 - TOS EL764' - 10"

LEVEL 12 - TOS EL773' - 0"

W10X22 W10X30

W10X22

W10X30

W10X30

W10X22 W10X30

W10X30

W10X22

W10X22

W10X30

W10X15

W10X15

W10X15

W10X15

W10X15

W10X15

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

W10

X39

W10

X39

W10

X39

LEVEL 0 BOS EL674' - 8"

WT7X21.5

WT7X21.5WT7X21.5

WT7X21.5

W10

X33

W10

X33

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11

WT7X21.5

COLUMN SPLICE727' - 6"

HS-1HS-2





LEVEL 5 - TOS EL715' - 10"





LEVEL 10 - TOS EL756' - 8"

LEVEL 11 - TOS EL764' - 10"

LEVEL 12 - TOS EL773' - 0"

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5


WT7X21.5

W10

X39

W10

X39

HS-B HS-C





LEVEL 5 - TOS EL715' - 10"



14-R

@7"

=8'

-2"

14-R

@7"

=8'

-2"

14-R

@7"

=8'

-2"

14-R

@7"

=8'

-2"

14-R

@7"

=8'

-2"

13 - TRD @ 11" = 11'-11"

11/

4"1

1/4"

11/

4"1

1/4"

11/

4"1

1/4"

13 - TRDS @ 11" = 11'-11"

13 - TRDS @ 11" = 11'-11"

13 - TRDS @ 11" = 11'-11'

13 - TRDS @ 11" = 11'-11"


14-TRDS @ 11" = 12'-10"

15-R

@7"

=8'

-9"

C10X15.3

C10X15.3

C10X15.3

C10X15.3

C10X15.3

C10X15.3




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY



B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.

PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

I1000

PLOTID


FRAMING ELEVATIONSH-16-000387 1

3/16" = 1'-0"1 EAST ELEVATION

3/16" = 1'-0"2 NORTH ELEVATION

1/4" = 1'-0"A Section A

ISSUED FOR 60% DESIGN REVIEWNOT FOR CONSTRUCTIONSVW

N/AMMN/AN/A

N/A


04/10/17N/A04/10/17N/AN/A04/10/17N/A

04/10/1704/10/17N/A04/10/1704/10/17N/A


NUCLEARCONSTR

A 04/10/17 SF DP


NOTES:1. SEE REFERENCE H-16-000386 FOR GENERAL NOTES.

H-16-000386 FRAMING PLANS

SHOWN

HS-AHS-BHS-C





LEVEL 5 - TOS EL715' - 10"





LEVEL 10 - TOS EL756' - 8"

LEVEL 11 - TOS EL764' - 10"

LEVEL 12 - TOS EL773' - 0"

W10

X39

W10

X39

W10

X39

W10X30 W10X22

W10X22

W10X30

W10X22W10X30

W10X22W10X30

W10X30

W10X22

W10X22W10X30

W10X15

W10X15

W10X15

W10X15

W10X15

W10X15

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5


W10

X33

W10

X33

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11


HS-1 HS-2





LEVEL 5 - TOS EL715' - 10"





LEVEL 10 - TOS EL756' - 8"

LEVEL 11 - TOS EL764' - 10"

LEVEL 12 - TOS EL773' - 0"

W10

X39

W10

X39

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X15

W10X15

W10X15

W10X15

W10X15

W10X15


W10

X33

W10

X33

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11


HS-1 HS-2





LEVEL 5 - TOS EL715' - 10"





LEVEL 10 - TOS EL756' - 8"

LEVEL 11 - TOS EL764' - 10"

LEVEL 12 - TOS EL773' - 0"

W10X22

W10X15

W10X15

W10X15

W10X15

W10X15

W10X15

W10

X39

W10

X39


W10

X33

W10

X33

W10X22

W10X22

W10X22

W10X22

W10X22

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT7X21.5

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11

WT5X11




DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY



B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.

PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

1000

PLOTID


FRAMING ELEVATIONSH-16-000387 2

3/16" = 1'-0"3 WEST ELEVATION

3/16" = 1'-0"4 SOUTH ELEVATION

3/16" = 1'-0"B Section B

ISSUED FOR 60% DESIGN REVIEWNOT FOR CONSTRUCTIONSVW

N/AMMN/AN/A

N/A


04/10/17N/A04/10/17N/AN/A04/10/17N/A

04/10/1704/10/17N/A04/10/1704/10/17N/A


NUCLEARCONSTR

A 04/10/17 SF DP


NOTES:1. SEE REFERENCE H-16-00386 FOR GENERAL NOTES.

H-16-000386 FRAMING PLANS

SHOWN


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

HVAC STACK & STAIR FOUNDATION

1

A

--

B

--

Scale: 1"=1'-0"

SECTION

A

Scale: 1"=1'-0"

SECTION

B

FOR 60% DESIGN REVIEW

NOT FOR CONSTRUCTION

N/A

04/10/17

MECH-HVAC

N/AMMN/AN/AN/AN/AWL 04/10/17

04/10/17

04/10/1704/10/17

04/10/17

N/A

N/A

N/AN/A

N/AN/A

N/AN/AN/AN/A

CONSTR

FPNUCLEAR

04/10/17A SF DP ISSUED FOR 60% DESIGN REV

N/A

N/A

N/AN/A

MJ

PBSF

DM

H-16-000197

H-16-000386

H-16-000301-1

H-16-000301-2

H-16-000301-3

H-16-001033

DOC # 13-2-001

DOC # 13-2-011

EXHAUST SKID AREA

FRAMING PLANS

STRUCTURAL GENERAL NOTES, ETC



HVAC EXHAUST

CONCRETE WORK

FURNISHING AND DELIVERING READY-MIX

0900

202LP


CFF PITCFF-P-03

FILTER FEED TANK VAULTCFF-V-01

FFT VALVE PITCFF-P-01


TANK PIT

VOIDVOID


#5 SHEAR TIES @9" VERT & 18" HORZ

(2)-#11 @ 9" EF

H-16-000395 101

(2)-#11 @ 9" EF

TOC EL 675'-0"

TOC EL 632'-0"

BOC EL 628'-0"

43'-

0"

#11 @ 9" EF #11 @ 9" EF#11 @ 9" EF

#11 @ 9" EF

#11 @ 9" EF

#11 @ 6" EF

#11 @ 9" EF

#11 @ 9" EF

#11 @ 9" EF

#11 @ 9" EF

#11 DWLS TOMATCH VERT #11



#11 DWLS TOMATCH VERT #11#11 DWLS TO

MATCH VERT #11#11 DWLS TOMATCH VERT #11

3 4 5 6 7 8 8.5 9

3' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

4'-0

"

H-16-000395 104

H-16-000395 103

CONSTRUCTION JOINT (CJ) TYP

CONSTRUCTION JOINT

TOC EL 666'-6"

TOC EL 649'-0"

TOC EL 652'-0"

TOC EL 661'-0" TOC EL 661'-0"

6" CONSTRUCTIONMUD MAT(LEAN CONCRETE)

1' - 3 3/8"

H-16-000395 101

SIM

1' - 4"

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION AH-16-000395 1

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306A SECTION A - LOOKING NORTH

REF. DWG. 1" = 40'-0"

1 KEYPLAN - VAULT SECTION 1


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT




2' 0 2' 4' 6'

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

VOID

IX VALVE PITIX-P-01

IX PITIX-P-02


DAMPER PITBVV-P-01

VOID


VAULT CONTAINMENT CURB

CS TANK PUMP PIT AECS-P-01

VOID

MAT REINFORCINGSEE H-16-000305

SLAB REINFORCINGSEE PLAN (TYP)


(2)-#11 @ 9" EF

(2)-#11 @ 9" EF


#11 @ 9" EF

#11 @ 6" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 9" EF



#11 @ 9" EF

DOWELS TO MATCHSLAB REINF TYP

3 4 5 6 7 8 8.5 93' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

H-16-000395 101

SIM

H-16-000395 101

SIM

TOC EL 675'-0"

TOC EL 654'-10"

TOC EL 664'-0"

TOC EL 667'-0"

TOC EL 653'-8"

TOC EL 632'-0"

4'-0

"3'

-0"

18'-

8"21

'-4"

CONSTRUCTIONJOINT


WALL CJ (TYP)

TOC EL 653'-8"

TOC EL 628'-0"

1' - 4"

#11 @ 9" EF

1' - 3 3/8"

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION BH-16-000395 2

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306B SECTION B - LOOKING NORTH

REF. DWG. 1" = 40'-0"


SLAB


#11@12" EF

#11@12" EF


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

IX REAGENT VALVE PITIX-P-05

IX DELAY TANK PITIX-P-06

IX DELAY TANKMONITORING PIT

IX-P-07

VOID VOID


MAT REINFORCINGSEE H-16-000305



(2)-#11 @ 9" EF

(2)-#11 @ 9" EF

TOC EL 632'-0"

BOC EL 628'-0"



#11 @ 9" EF

#11 @ 6" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF


#11 @ 9" EF


#11 @ 9" EF


#11 @ 9" EF#11 @ 9" EF#11 @ 9" EF

3 4 5 6 7 8 8.5 93' - 0 3/8" 20' - 7 1/8" 22' - 4" 22' - 4" 20' - 7 1/8" 20' - 1 7/8" 17' - 9 1/2"

4'-0

"43

'-0"

TOC EL 675'-0"

22'-

8"3'

-0"

2'-0

"

H-16-000395 101

TOC EL 653'-8"

TOC EL 667'-0"TOC EL 667'-0"



WALL CJ (TYP(SEE DETAIL 4H-16-000395-10

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

TOC EL 650'-8"

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION CH-16-000395 3

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306C SECTION C - LOOKING NORTH

REF. DWG. 1" = 40'-0"



#11@12" EF

#11@12" EF


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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




(2)-#11 @ 9" EF

(2)-#11 @ 9" EF

TOC EL 632'-0"

BOC EL 628'-0"



#11 @ 9" EF

#11 @ 6" EF


8 8.5 9

20' - 1 7/8" 17' - 9 1/2"


4'-0

"41

'-0"

2'-0

"

TOC EL 675'-0"

WALL CJ (TYP)SEE DETAIL 4H-16-000395-10


2' - 8 5/8"

1' - 4"

KEYPLAN

PLANTNORTH

2'-0

"

3' - 0"

10' - 0"

#11@9" EF

#11@9"EF


#11@12" EF

#11@12" EF

14'-

6"3'

-0"

REF DWG H-16-000306

4

2'-0

"

4' - 0"

10' - 0"

#11@9" EF

#11@4 1/2" EF

#11@9" EF


#11@12" EF

#11@12" EF

1' - 3 3/8"

REF DWG H-16-000306

5'-0

"

14'-

6"3'

-0"



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION DH-16-000395 4

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306D SECTION D - LOOKING NORTH

REF. DWG. 1" = 40'-0"


REF. DWG. 3/8" = 1'-0"

H-16-000306B SECTION B @ BUTTRESS FOOTING


REF. DWG. 3/8" = 1'-0"

H-16-000306A Section A @ BUTTRESS FOOTING

TOC EL 675'-0" TOC EL 675'-0"


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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


VAULT CONTAINMENT CURB (TYP)

SLAB REINFORCINGSEE H-16-000307


#4 TIES @ 12" O.C.

2-#4 CONT. (TYP)


#11 @ 9" EF

#11 @ 6" EF

TOC EL 632'-0"

BOC EL 628'-0"



#11 @ 9" EF

#11 @ 6" EF


CC.4DEF

31' - 7" 30' - 10" 16' - 11" 13' - 11" 25' - 7"

3' - 10" 27' - 9"

4'-0

"41

'-0"

2'-0

"

TOC EL 675'-0"

15'-

2"15

'-0"


WALL CJSEE DETAIL 4H-16-000395-10

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION EH-16-000395 5

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306E SECTION E - LOOKING WEST

REF. DWG. 1" = 40'-0"




04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

VOID


DAMPER PITBVV-P-01



#11 @ 9" EF

#11 @ 9" EF

TOC EL 632'-0"

BOC EL 628'-0"


#11 @ 9" EF

#11 @ 4 1/2" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 6" EF


BOC EL 650'-8"

TOC EL 653'-8"

TOC EL 675'-0"

CC.4DEF31' - 7" 30' - 10" 16' - 11"2' - 4"

3' - 10"

4'-0

"

H-16-000395 102

3'-0

"19

'-4"

2'-0

"18

'-8"

TOC EL 655'-0"

TOC EL 661'-0"




4' - 6"

VOID

VOID

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION FH-16-000395 6

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306F SECTION F - LOOKING WEST

REF. DWG. 1" = 40'-0"




04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

DELAY TANKMONITORING

PITIX-P-07FFT VALVE PIT

CFF-P-01CS TANK PUMP PIT A

ECS-P-01




G


4'-0

"

#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 6" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 9" EF


TOC EL 632'-0"

BOC EL 628'-0"

BOC EL 650'-8"

TOC EL 653'-8"

TOC EL 675'-0"

CC.4DEF

#11@ 12" EF

#11@ 12" EF

18'-

8"3'

-0"

19'-

4"2'

-0"

H-16-000395 102

SIM

TOC EL 667'-0"

TOC EL 664'-0"TOC EL 664'-0"

TOC EL 661'-0"

2'-0

"14

'-6"

3'-0

"

TOC EL 658'-0"




CS TANK PUMP PIT BECS-P-02

2' - 4" 31' - 7" 30' - 10" 16' - 11" 4' - 6" 9' - 5"

6' - 2"

VOID

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION HH-16-000395 7

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306H SECTION H - LOOKING WEST

REF. DWG. 1" = 40'-0"




04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

IX DELAY TANKPIT

IX-P-06

IX PITIX-P-02


FILTER FEEDTANK VAULT

CFF-V-01

VOID



#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 6" EF


#11 @ 9" EF

#11 @ 9" EF


#11 @ 9" EF

#11 @ 9" EF


TOC EL 632'-0"

BOC EL 628'-0"

BOC EL 650'-8"

TOC EL 653'-8"

TOC EL 675'-0"

CC.4DEF

4'-0

"18

'-8"

3'-0

"19

'-4"

2'-0

"

H-16-000395 102

SIM

TOC EL 653'-8"

TOC EL 666'-6"

TOC EL 649'-0"




VOID

2' - 4" 3' - 10" 27' - 9" 30' - 10" 16' - 11" 4' - 6" 9' - 5"

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION IH-16-000395 8

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306I SECTION I - LOOKING WEST

REF. DWG. 1" = 40'-0"




04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

IX REAGENTVALVE PIT

IX-P-05

CFF PITCFF-P-03

IX VALVE PITIX-P-01

VOID



TOC EL 632'-0"

BOC EL 628'-0"

BOC EL 650'-8"

TOC EL 653'-8"

TOC EL 675'-0"

#11 @ 9" EF

#11 @ 6" EF


#11 @ 9" EF


#11 @ 9" EF

#11 @ 9" EF



#11 @ 9" EF

#11 @ 9" EF

CC.4DEF31' - 7" 30' - 10" 16' - 11"

4'-0

"18

'-8"

3'-0

"19

'-4"

2'-0

"

#11 @ 9" EF

H-16-000395 102

SIM

TOC EL 667'-0"TOC EL 667'-0"

TOC EL 652'-0"




2' - 4"

VOIDVOID

4' - 6" 9' - 5"

KEYPLAN

PLANTNORTH



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTION JH-16-000395 9

REINFORCEMENT

REF. DWG. 1/4" = 1'-0" H-16-000306J SECTION J - LOOKING WEST

REF. DWG. 1" = 40'-0"




04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT



2' 0 2' 4' 6'

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

3 4 4.1 4.24

4' - 0" 3' - 0"

#11@

6"O

C

7"

#5 TIES@12" (TYP)

#5 TIES@12" (TYP)

2-#11@6" OC (TYP)

2-#1

1@6"

OC

2-#1

1@6"

OC

#11@

6"O

C

F

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

3'-0

"

#11@

6"O

C

3'-0

"3'

-6"

2-#1

1@6"

OC

2"C

LR6"

3"C

LR

BAR LAP

POUR #1POUR #2

STAY-FORM (AMICO)

6" CONSTRUCTIONMUD MAT

CONSTRUCTIONJOINT (CJ)

8

2" CLR 2" CLR

BAR

LAP

POU

R#1

POU

R#2



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTIONS AND DETAILSH-16-000395 10

REINFORCEMENT


REF. DWG. 1/2" = 1'-0"

H-16-000395 11 DETAIL 1 REF. DWG.

1/2" = 1'-0"H-16-000395 6

2 DETAIL 2


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT

A SF DP

#11 @ 12" T&B

#11 @ 12" T&B

#5 TIES @ 12" TYP

#11 @ 9"2- #11TOC EL 675'-0" TOC EL 675'-0"

WALL REINF

#5 TIES@12"

REF. DWG. 1/2" = 1'-0"

H-16-000395 13 DETAIL 3 REF. DWG.

1/2" = 1'-0"H-16-000395 1

4 DETAIL 4

ROUGHEN (LIGHT BUSH HAMMER OR HYDRO BLAST)AND CLEAN AND FREE OF LAITANCE. ROUGHEN TO AFULL AMPLITUDE OF 1/4 INCH. APPLY CONCRETEBONDING AGENT IN ACCORDANCE WITHMANUFACTURES INSTRUCTIONS PRIOR TO SECONDPOUR.

-

REF DWG H-16-000395-1REF DWG H-16-000395-1

REF DWG H-16-000395-6REF DWG H-16-000395-1

ISSUED FOR 60%A ISSUED FOR 60% DESIGN REVIEW KL DC SF N/A 4/10/17


CL

CO

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TRU

CTI

ON

JOIN

T

1' 0 1' 2' 3'

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

FF

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3-#11

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3 4 4.13 4

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12' - 0"

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#11 @ 12" T&B#11 @ 6" T&B

SEE DETAIL 1FOR REINFDRAWING H-16-000395-10

3-#11

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C

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TOC EL 675'-0"

#11 @ 12" T&B

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3- #11

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1"

B

4'-0

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TOC EL 675'-0"

(2)-#7 TIES @ 6" OC

15- #11 T&B

4- #11 EF

2' - 4"5' - 11"

8' - 3"

3 4 4.1 4.23 4

TOC EL 675'-0"

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6' - 4" 5' - 8"

1'-0

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B.6

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3' - 3" 2' - 9"

6' - 0"

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B

5' - 11"

4'-0

"2'

-0"

6'-0

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C.4C.4

4' - 6"

TOC EL 675'-0"

FOR WALLREINF SEESECT FH-16-000395-6

#7 SEEPLAN

DECKING

#11 SEE PLAN

#7@12"

7.9 8 8.28

6'-0

"

2' - 8"

2

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5' - 8" 2' - 4"

8' - 0"

6'-0

"



DISCIPLINE

CIVIL

STRUCTURAL

PROCESS

DISCIPLINE

PIPING

ELECTRICAL

DATE DATE

GEN. ARRANG.

QA / QC

MECHANICAL

BY BY

ARCH.

ENVIRON.

I & C

BUILDING SERVICES

DRAWING STATUS


APPROVED FORDESIGN

PRELIMINARY


PLOTID

A

DRAFTER

DRAFTING CHECKER

DISCIPLINE ENGINEER

DESIGN AUTHORITY

202LP

A

B

C


D

E

F

8 7 6 5



TITLE SIZE

SCALE

FDRAWING NUMBER


REV

A

C

4 3 2

D

E

1

F

DATECOMPANYNAME

SHEET

B



8 7 6 5 4 3 2 1

BLDG. NO.

INDEX NO.

DESCRIPTIONREVNO.



SHOWN

LAWPS

SECTIONS AND DETAILSH-16-000395 11

REINFORCEMENT


REF. DWG. 3/8" = 1'-0"

H-16-000305A SECTION A REF. DWG.

3/8" = 1'-0"H-16-000305

B SECTION B

REF. DWG. 3/8" = 1'-0"

H-16-000305C SECTION C

REF. DWG. 3/8" = 1'-0"

H-16-000305D SECTION D

REF. DWG. 3/8" = 1'-0"

H-16-000305E SECTION E

REF. DWG. 3/8" = 1'-0"

H-16-000305F SECTION F

REF. DWG. 3/8" = 1'-0"

H-16-000305G SECTION G

REF. DWG. 3/8" = 1'-0"

H-16-000305H SECTION H

REF. DWG. 3/8" = 1'-0"

H-16-000305J SECTION J

REF. DWG. 3/8" = 1'-0"

H-16-000305K SECTION K

REF. DWG. 3/8" = 1'-0"

H-16-000305L SECTION L

TOC EL 675'-0"

#11 @ 6" EW, T&BSLAB REINF SEE PLAN

3-#11 EF

TOC EL 675'-0"#6 TIES @ 6"

8- #11 T&B

FOR SLAB REINFSEE SLAB PLAN3- #11 EF

#11 @ 9" T&B

#11 @ 6" T&B

TOC EL 675'-0"

FOR SLAB REINFSEE SLAB PLAN

4-#11


04/10/17

04/10/1704/10/17

DS 04/10/17MJ 04/10/17MW 04/10/17PBN/AKBDM

04/10/17N/A04/10/1704/10/17

04/10/17

N/A

CONSTRFIRE PROT

A SF DP

#11 @ 6" T&B

TOC EL 675'-0"

#11 @ 9" T&B

DWG. H-16-000305DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

DWG. H-16-000305

REF. DWG. 3/8" = 1'-0"

H-16-000305M SECTION M

#11 @12"

DWG. H-16-000305

TOC EL 675'-0"

(6)-#11 EF

24-#11 T&B

(2)-#7 TIES @ 6" OC

ISSUED FOR 60%A ISSUED FOR 60% DESIGN REVIEW DC KL SF N/A 4/10/17


(6)-#11 EF

12' 0 12' 24' 36'

SCALE: 3/8" = 1'-0"

Documents

A.8 KEYPLAN - Hanford Sitedrawing h-16-000315 l 6x4x5/16 l 2x2x1/4 l 2x2x1/4 1/4 1-12 1/4 1-12 urs energy & construction inc. - an aecom company revision approval record rev discipline