18R0004_NZAS173001_MMDF_Drawings_-_Part_3_of_3.pdf

PDF 30 MB Posted Jun 1, 2018

Attached to: Missile Maintenance Dispatch Facility (MMDF), Malmstrom AFB
Solicitation number: W912DW18R0004
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Plans Part 3 of 3 W912DW18R0004 MMDF MAFB

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File	Type	Posted
W912DW18R0004_Amendment_No._0009_Offer_Extension.pdf	PDF	Oct 9, 2018
A.07.24_-_W912DW18R0004_Amendment_No._0007_MMDF_MAFB.pdf	PDF	Jul 17, 2018
A.07.24_W912DW18R0004_Amendment_0006.pdf	PDF	Jul 16, 2018
A.07.24_-_W912DW18R0004_Amendment_No._0005_MMDF_MAFB.pdf	PDF	Jul 11, 2018
A.07.24_-_W912DW18R0004_Amendment_No._0004_MMDF_MAFB.pdf	PDF	Jul 9, 2018
A.07.24_-_W912DW18R0004_Amendment_No._0003_MMDF_MAFB.pdf	PDF	Jul 6, 2018
A.07.24_-_W912DW18R0004_Amendment_No._0002_MMDF_MAFB.pdf	PDF	Jun 28, 2018
Malmstrom_AFB_CEAL_template.xlsx	XLSX spreadsheet	Jun 13, 2018
W912DW18R0004_MMDF_Amendment_0001_12JUN18.pdf	PDF	Jun 12, 2018
18R0004_Attachment_1_for_Section_00_22_16.docx	DOCX document	Jun 1, 2018
18R0004_NZAS173001_MMDF_Drawings_-_Part_2_of_3.pdf	PDF	Jun 1, 2018
18R0004_MMDF_Contracting_Fronts.pdf	PDF	Jun 1, 2018
18R0004_NZAS173001_MMDF_Drawings_-_Part_1_of_3.pdf	PDF	Jun 1, 2018
18R0004_MMDF_Specs.pdf	PDF	Jun 1, 2018

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VEHICLE

BAYS

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

MATCHLINE

REFER 1 FP111

4.9

7.1

5.5

6.5

A B C D E

2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2"

2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 2"

TYPICAL

10' - 2"

[21' 7.5"]

[21'10.5"]

[23' 3.5"]

[24' 9"]

[26' 2.5"]

[26' 4"]

VEHICLE

BAYS

[24' 9"]

[23' 3"]

[21' 8.5"]

[21' 6"] [21' 6"]

2' - 8"

TYPICAL

2' - 8" 4' - 0"

3' - 1"

SPRIG

1" x 1'-9"

TYP.

SPRIG

1" x 1'-9"

TYP.

SPRIG

1" x 2'-0"

TYP.

SPRIG

1" x 1'-8"

TYP.[26' 0"]

SPRIG

1" x 1'-10"

TYP.

SPRIG

1" x 1'-10"

TYP.

SPRIG

1" x 1'-9"

TYP.

SPRIG

1" x 1'-9"

TYP.

SPRIG

1" x 1'-8"

TYP.

SPRIG

1" x 1'-8"

TYP.

SPRIG

1" x 1'-11"

TYP.

SPRIG

1" x 1'-11"

TYP.

SPRINKLER SYSTEM DESIGN CRITERIA

PATTERN SYSTEM TYPE/

OCCUPANCY

MINIMUM

SPRINKLER

DENSIT/AREA

HOSE

STREAM

ALLOWANCE/

DURATION

SPRINKLER

K-FACTOR

WET-PIPE

SYSTEM:

LIGHT

HAZARD

0.10 GPM/SF

OVER MOST

REMOTE

1,500 SF

250 GPM

FOR 60

MINUTES

5.6

WET-PIPE

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

8.0

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

NFPA 13

FIGURE

16.2.1.3.2

(D) CURVE

E AND

FIGURE

16.2.1.3.4.1.

0.624 GPM/SF

OVER THE

MOST

REMOTE

2,000 SF

500 GPM

FOR 120

MINUTES

11.2 (HIGH

TEMP)

ROOMS/AREAS

PROTECTED

OFFICE,

RESTROOMS,

TRAINING,

SUPERVISOR

ROOMS, BRIEF

ROOMS, BREAK

ROOM

COMM ROOMS,

STORAGE, IT,

MECH/ELEC

ROOMS,

JANITOR'S

CLOSET, SHOPS,

AND TELECOM

ROOMS

CLASS IV NON-

ENCAPSULATE

D STORAGE UP

TO 22 FEET IN

HEIGHT ON

RACKS WITH 8

FOOT AISLES

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

VEHICLE

MAINTENANCE

BAYS

8.0

SPRINKLER LEGEND

TYPE SYMBOL SIZE TEMP K-FACTOR FINISH

QUICK RESPONSE

PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

PENDENT

1/2"

3/4"

1/2"

8.0

11.2

5.6

8.0

BRASS

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

AREA B

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :4

D B

A R

B E

B B

O O

N E

FP112

R P

A R

F I R

E S

P R

L E

R P

L A

R E

A B

N Z

A S

SCALE 1/8" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA B

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

117 REFER TO FP100 FOR CONTINUATION OF ZONE B SINGLE

INTERLOCK PREACTION SYSTEM MAIN.

138 SUGGESTED ROUTING FOR ZONE E-WEST WET PIPE

SPRINKLER SYSTEM MAIN.

VES

STORAGE

NEC

STORAGE

RECOVERY

M A

T C

H L

R E

F E

F P

MATCHLINE

REFER 1 FP114

MATCHLINE

REFER 1 FP115

MATCHLINE

REFER 1 FP111

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

MATCHLINE

REFER 1 FP111

4.9

7.1

5.5

6.5

E F G H JH.2E.8E.6 F-502

F-502

1'-0"

4" 4"4"4"4"4"4"4"4"4"4"

1'-0"

TYPICAL

4' - 0"

TYPICAL

9' - 1"

TYPICAL

9' - 2"

TYPICAL

9' - 4"

TYPICAL

9' - 11"

TYPICAL

10' - 1"

TYPICAL

10' - 0"

TYPICAL

10' - 1"

TYPICAL

9' - 11"

TYPICAL

10' - 2"

TYPICAL

9' - 1"

TYPICAL

9' - 3"

TYPICAL

9' - 1"

1'-0"

STST

[24' 5"]

[24' 11"]

[25' 6"]

[25' 8"]

[26' 6"]

[27' 4"]

[26' 6"]

[25' 8"]

[24' 10"]

[24' 1"]

[23' 3"]

[22' 5"] [22' 8.5"]

[23' 6"]

[24' 3"]

[25' 0"]

[25' 11"]

[26' 9"]

[27' 7"]

[27' 6"]

[26' 8"]

[25' 10"]

[25' 0"]

[24' 3"]

[22' 4"]

[21' 7.5"]

[22' 5"]

[22' 7"]

22' 3"]

4" 4" 4" 4" 4"

4"4"4"4"4"

4" 4" 4" 4" 4"

4"4"4"4"4"

4" 4" 4" 4" 4"

4"4"4"4"

4" 4" 4" 4"4" 4"

4"4"4"4" 4" 4"

4" 4" 4" 4" 4" 4"

4"4"4"4"4"4"

4" 4" 4"

4" 4"

4"4"4"

4" 4" 4" 4"

4"4"4"4"

4" 4" 4" 4" 4" 4"

4"4"4"4"4"4"

4" 4" 4" 4" 4"

4"4"4"4"4"

4" 4" 4" 4" 4"

4"4"4"4"

4" 4" 4" 4"

1'-0"

12"

4" 4" 4" 4" 4"

[22' 5"]

4' - 3"

117 118

SPRIG

1'-7" TYP.

SPRIG

1'-10" TYP.

SPRIG

0'-10" TYP.

SPRIG

0'-10" TYP.

SPRIG

0'-9" TYP.

SPRIG

0'-10" TYP.

SPRIG

0'-10" TYP.

SPRIG

0'-8" TYP.

SPRIG

0'-8" TYP.

SPRIG

0'-8" TYP.

SPRIG

0'-10" TYP.

SPRIG

0'-9" TYP.

SPRIG

0'-8" TYP.

SPRIG

0'-8" TYP.

SPRIG

0'-9" TYP.

4" 4" 4" 4"

4" 4" 4"

4"4"4"4"4"4"

4" 4" 4"

SPRIG

0'-5" TYP.

SPRIG

0'-6" TYP.

SPRIG

0'-4" TYP.

SPRIG

0'-11" TYP.

SPRIG

1'-0" TYP.

SPRIG

1'-0" TYP.

SPRIG

0'-11" TYP.

SPRIG

0'-11" TYP.

SPRIG

0'-11" TYP.

SPRIG

1'-0" TYP.

SPRIG

0'-11" TYP.

SPRIG

0'-11" TYP.

SPRIG

1'-0" TYP.

1'-0"

SPRINKLER SYSTEM DESIGN CRITERIA

PATTERN SYSTEM TYPE/

OCCUPANCY

MINIMUM

SPRINKLER

DENSIT/AREA

HOSE

STREAM

ALLOWANCE/

DURATION

SPRINKLER

K-FACTOR

WET-PIPE

SYSTEM:

LIGHT

HAZARD

0.10 GPM/SF

OVER MOST

REMOTE

1,500 SF

250 GPM

FOR 60

MINUTES

5.6

WET-PIPE

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

8.0

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

NFPA 13

FIGURE

16.2.1.3.2

(D) CURVE

E AND

FIGURE

16.2.1.3.4.1.

0.624 GPM/SF

OVER THE

MOST

REMOTE

2,000 SF

500 GPM

FOR 120

MINUTES

11.2 (HIGH

TEMP)

ROOMS/AREAS

PROTECTED

OFFICE,

RESTROOMS,

TRAINING,

SUPERVISOR

ROOMS, BRIEF

ROOMS, BREAK

ROOM

COMM ROOMS,

STORAGE, IT,

MECH/ELEC

ROOMS,

JANITOR'S

CLOSET, SHOPS,

AND TELECOM

ROOMS

CLASS IV NON-

ENCAPSULATE

D STORAGE UP

TO 22 FEET IN

HEIGHT ON

RACKS WITH 8

FOOT AISLES

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

VEHICLE

MAINTENANCE

BAYS

8.0

SPRINKLER LEGEND

TYPE SYMBOL SIZE TEMP K-FACTOR FINISH

QUICK RESPONSE

PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

PENDENT

1/2"

3/4"

1/2"

8.0

11.2

5.6

8.0

BRASS

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

AREA C

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :5

D B

A R

B E

B B

O O

N E

FP113

R P

A R

F I R

E S

P R

L E

R P

L A

N A

R E

A C

N Z

A S

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

101 FOR SPRINKLER PROTECTION UNDER MEZZANINE, SEE

VIEW 2 ON THIS SHEET.

117 REFER TO FP100 FOR CONTINUATION OF ZONE B SINGLE

INTERLOCK PREACTION SYSTEM MAIN.

118 REFER TO FP100 FOR CONTINUATION OF ZONE D SINGLE

INTERLOCK PREACTION SYSTEM MAIN.

133 SUGGESTED ROUTING FOR ZONE C SINGLE-INTERLOCK

PREACTION SPRINKLER SYSTEM MAIN.

137 REFER TO 2/F-502 FOR CONNECTION TO SPRINKLERS

PROTECTING AREA BELOW THE MEZZANINE.

VEHICLE

BAYS

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

M A

T C

H L

R E

F E

F P

4.9

7.1

5.5

6.5

J K L M N

6"6"

2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2" 2 1/2"2 1/2"2 1/2"

2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2" 2 1/2"2 1/2"2 1/2"

2 1/2"2 1/2"2 1/2"2 1/2"

2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2"2 1/2"2 1/2" 2 1/2"

2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2"2 1/2"2 1/2" 2 1/2"

2 1/2" 2 1/2" 2 1/2" 2 1/2"

2 1/2"2 1/2"2 1/2"2 1/2"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

TYPICAL

10' - 0"

86' - 0"

[18' 9"]

[22' 9"]

[21' 8"]

[23' 3"]

[24' 9"]

[26' 3"]

[26' 3.5"]

[24' 9"]

[23' 3"]

[20' 1"]

TYPICAL

6' - 1"

TYPICAL

10' - 0"

RN 1.5" x 2'-11"

RN 1.5" x 3'-0"

[20' 3"]

[21' 10"]

[23' 2.5"]

[23' 0"]

[21' 7"]

[20' 3"]

[19' 0"]

RN 1.5" x 3'-0"

RN 1.5" x 3'-1"

RN 1.5" x 3'-3"

RN 1.5" x 3'-2"

RN 1.5" x 3'-0"

RN 1.5" x 1'-1"

RN 1.5" x 2'-11"

RN 1.5" x 3'-0"

RN 1.5" x 3'-1"

RN 1.5" x 3'-3"

RN 1.5" x 3'-2"

RN 1.5" x 3'-0"

RN 1.5" x 1'-1"

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRIG

1" x 1'-9" TYP.

SPRINKLER SYSTEM DESIGN CRITERIA

PATTERN SYSTEM TYPE/

OCCUPANCY

MINIMUM

SPRINKLER

DENSIT/AREA

HOSE

STREAM

ALLOWANCE/

DURATION

SPRINKLER

K-FACTOR

WET-PIPE

SYSTEM:

LIGHT

HAZARD

0.10 GPM/SF

OVER MOST

REMOTE

1,500 SF

250 GPM

FOR 60

MINUTES

5.6

WET-PIPE

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

8.0

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

NFPA 13

FIGURE

16.2.1.3.2

(D) CURVE

E AND

FIGURE

16.2.1.3.4.1.

0.624 GPM/SF

OVER THE

MOST

REMOTE

2,000 SF

500 GPM

FOR 120

MINUTES

11.2 (HIGH

TEMP)

ROOMS/AREAS

PROTECTED

OFFICE,

RESTROOMS,

TRAINING,

SUPERVISOR

ROOMS, BRIEF

ROOMS, BREAK

ROOM

COMM ROOMS,

STORAGE, IT,

MECH/ELEC

ROOMS,

JANITOR'S

CLOSET, SHOPS,

AND TELECOM

ROOMS

CLASS IV NON-

ENCAPSULATE

D STORAGE UP

TO 22 FEET IN

HEIGHT ON

RACKS WITH 8

FOOT AISLES

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

VEHICLE

MAINTENANCE

BAYS

8.0

SPRINKLER LEGEND

TYPE SYMBOL SIZE TEMP K-FACTOR FINISH

QUICK RESPONSE

PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

PENDENT

1/2"

3/4"

1/2"

8.0

11.2

5.6

8.0

BRASS

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

AREA D

s /2

-1

-0

:1 :5

D B

A R

B E

B B

O O

N E

FP114

R P

A R

F I R

E S

P R

L E

R P

L A

N A

R E

A D

N Z

A S

SCALE 1/8" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA D

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

101 FOR SPRINKLER PROTECTION UNDER MEZZANINE, SEE

VIEW 2 ON THIS SHEET.

118 REFER TO FP100 FOR CONTINUATION OF ZONE D SINGLE

INTERLOCK PREACTION SYSTEM MAIN.

134 SUGGESTED ROUTING FOR ZONE D SINGLE-INTERLOCK

PREACTION SPRINKLER SYSTEM MAIN.

MMT

TRAINING

ROOM

MMT TOOL

ROOM

MMT

SUPERVISOR

EMT TOOL

ROOM

EMT

TRAINING

ROOM

EMT

SUPERVISORS

AREA

VEHICLE

BAYS

MATCHLINE

REFER 1 FP113

M A

T C

H L

R E

F E

F P

MATCHLINE

REFER 1 FP114/

MATCHLINE

REFER 1 FP112

7.1

E F G H JH.2E.8E.6

2" 2" 2" 2"

2" 2" 2"

2"2"2" 2"

2" 2" 2"

4" 4"

4" 4" 1

2" 2" 2" 2"

2"2"2"2"

2" 2" 2" 2"

10' - 11" 10' - 11"

8' - 1" 8' - 10" 7' - 10"

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

7' - 10" 9' - 0" 7' - 11"

2"2"

8' - 1" 8' - 10" 7' - 10"

7' - 10" 9' - 0" 7' - 11"

123 123

[16' 6"] [17' 9"] [18' 11"]

[19' 0"][19' 6"] [17' 10.5"] [16' 9"] [16' 3"]

[16' 3"]

[11' 1.5"]

[10' 7"] [16' 6"] [17' 9"] [18' 11"] [19' 0"] [17' 10.5"] [16' 9"]

[10' 7"]

[11' 1.5"]

4"4"4"4"

4" 4" 4" 4" 4"

T Y

A L

T Y

A L

T Y

A L

T Y

A L

4' - 11" 8' - 6" 8' - 6"

5' - 2"

6' - 3"

5' - 8"

6' - 3"

6' - 2"

5' - 1"

4' - 11"

5' - 7"

[16' 3"] [16' 3"]

[16' 3"]

138 139

135 135138 139 1

FP115

SPRIG

1" x 7"

SPRIG

1" x 7"

SPRIG

1" x 8"

SPRIG

1" x 6"

SPRIG

1" x 7"

SPRIG

1" x 9"

SPRIG

1" x 11"

DROP

1" x 9" TYP.

DROP

1" x 9" TYP.

DROP

1" x 9" TYP.

DROP

1" x 1'-4" TYP.

DROP

1" x 1'-4" TYP.

DROP

1" x 1'-4" TYP.

SPRIG

1" x 7"

SPRIG

1" x 6"

SPRIG

1" x 7"

SPRIG

1" x 9"

SPRIG

1" x 10"

10' - 2" 11' - 11"

SPRINKLER SYSTEM DESIGN CRITERIA

PATTERN SYSTEM TYPE/

OCCUPANCY

MINIMUM

SPRINKLER

DENSIT/AREA

HOSE

STREAM

ALLOWANCE/

DURATION

SPRINKLER

K-FACTOR

WET-PIPE

SYSTEM:

LIGHT

HAZARD

0.10 GPM/SF

OVER MOST

REMOTE

1,500 SF

250 GPM

FOR 60

MINUTES

5.6

WET-PIPE

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

8.0

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

NFPA 13

FIGURE

16.2.1.3.2

(D) CURVE

E AND

FIGURE

16.2.1.3.4.1.

0.624 GPM/SF

OVER THE

MOST

REMOTE

2,000 SF

500 GPM

FOR 120

MINUTES

11.2 (HIGH

TEMP)

ROOMS/AREAS

PROTECTED

OFFICE,

RESTROOMS,

TRAINING,

SUPERVISOR

ROOMS, BRIEF

ROOMS, BREAK

ROOM

COMM ROOMS,

STORAGE, IT,

MECH/ELEC

ROOMS,

JANITOR'S

CLOSET, SHOPS,

AND TELECOM

ROOMS

CLASS IV NON-

ENCAPSULATE

D STORAGE UP

TO 22 FEET IN

HEIGHT ON

RACKS WITH 8

FOOT AISLES

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

VEHICLE

MAINTENANCE

BAYS

8.0

SPRINKLER LEGEND

TYPE SYMBOL SIZE TEMP K-FACTOR FINISH

QUICK RESPONSE

PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

PENDENT

1/2"

3/4"

1/2"

8.0

11.2

5.6

8.0

BRASS

E.8E.6

F-503

H H.2

F-503

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

AREA E

s /2

-1

-0

:1 :0

D B

A R

B E

B B

O O

N E

FP115

R P

A R

F I R

E S

P R

L E

R P

L A

N A

R E

A E

N Z

A S

SCALE 1/8" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA E

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

104 LOCATION OF FIRE LINE BUILDING ENTRY.

106 8 INCH UNDERGROUND FIRE LINE.

108 WALL-MOUNTED FIRE DEPARTMENT CONNECTION WITH

TWO 2-1/2-INCH INLETS. PROVIDE SIGNAGE (APPROVED

BY OWNER) INDICATING REQUIRED SYSTEM FLOW AND

PRESSURE DEMAND.

110 FLUSH-TYPE CHROME BACKFLOW PREVENTER TEST

HEADER WITH FIVE 2-1/2 INCH CHROME HOSE VALVES

WITH CAPS AND LETTERED "TEST CONNECTION".

111 FLUSH-TYPE CHROME BACKFLOW PREVENTER TEST

HEADER WITH TWO 2-1/2 INCH CHROME HOSE VALVES

WITH CAPS AND LETTERED "TEST CONNECTION".

123 SEE CIVIL DRAWINGS FOR LOCATION OF POST INDICATOR

VALVE.

124 CONNECT SPRINKLER SYSTEM RISER TO UNDERGROUND

LEAD-IN LOCATED APPROXIMATELY 5'0" FROM THE EDGE

OF THE BUILDING. REFER TO CIVIL DRAWING FOR

CONTINUATION.

135 SUGGESTED ROUTING FOR ZONE E SINGLE-INTERLOCK

PREACTION SPRINKLER SYSTEM MAIN.

138 SUGGESTED ROUTING FOR ZONE E-WEST WET PIPE

SPRINKLER SYSTEM MAIN.

139 SUGGESTED ROUTING FOR ZONE E-EAST WET PIPE

SPRINKLER SYSTEM MAIN.

SCALE 1/4" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA E - ROOM 125/126

SCALE 1/4" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA E - ROOM 127/129

TO VERIFY ACTUAL

DRY PENDENT LENGTH

SPRINKLER CONTRACTOR

GYPSUM BOARD

OR CEILING TILE.

BRANCH LINE

TEE FITTING.

OBSTRUCTION GREATER

THAN 48" WIDE OR

WITHIN 18" OF

SPRINKLER OVERHEAD

UPRIGHT SPRINKLER

WITH HEAD GUARD

1" DOWN TO

SPRINKLER

BELOW

OBSTRUCTION

1" GLOBE VALVE

1" PLUG

BRANCHLINE

SWIVEL SWAY BRACE

FITTING

PIPE CLAMP

STEEL BEAM/TRUSS

BRACE PIPE

1/2" THRU BOLT

BRACE PIPE

1/2" THRU BOLT

STEEL BEAM/TRUSS

PIPE CLAMP

SWIVEL SWAY

BRACE FITTING

C-CLAMP WITH LOCKNUT

PIPE RING

ALL THREAD ROD

RETAINER STRAP

FINISHED FLOOR

PROVIDE SPLASHBLOCK

AS NECESSARY

1" GLOBE

VALVE OR

TEST DRAIN

ASSEMBLY

1" PIPE FROM

END OF REMOTE

BRANCH LINE

45° ELBOW WITH

CORROSION RESISTANT

OUTLET EQUAL TO ONE

SPRINKLER

SURGE

RESTRAINER

SURGE

RESTRAINER

SURGE RESTRAINER

ALL THREAD ROD

NOTE: TO BE USED ONLY WITH BAND HANGERS TO

RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT

OCCURS DURING SPRINKLER HEAD ACTIVATION OR

SEISMIC ACTIVITY. INSTALL AT ENDS OF LINES AND AT 30'

INTERVALS ON BRANCH LINES.

2"X1" REDUCING COUPLING

FINISHED FLOOR

2"X1'-0" PIPE NIPPLE

1" GLOBE VALVE

2"X1" REDUCING COUPLING

1" GLOBE VALVE

1" PIPE FROM END OF MOST

REMOTE BRANCH LINE.

PITCH

45° ELBOW WITH CORROSION

RESISTANT OUTLET EQUAL TO

ONE SPRINKLER

EXTERIOR COLUMN.

SPLASHBLOCK, AS NECESSARY.

SPRINKLER CONTRACTOR

TO VERIFY ACTUAL

DRY PENDENT LENGTH

GYPSUM BOARD

OR CEILING TILE

BRANCH LINE

TEE FITTING

SUSPENDED CEILING

WET PIPE SPRINKLER

SYSTEM BRANCH LINE

RECESSED PENDENT SPRINKLER

PIPE RING

ALL THREAD ROD.

C-CLAMP WITH

LOCKNUT

ANGLE IRON

PER NFPA 13

STRUCTURAL

MEMBER

STRUCTURAL SPAN

LOCK

NUTS SPRINKLER

DEFLECTOR

SPRINKLER FRAME

THERMAL LINK OR BULB

(HEAT DETECTOR)

BRANCH LINE OUTLET

BRANCH LINE

1. SPRINKLER FRAME SHALL BE PARALLEL TO SYSTEM BRANCH LINE.

2. SPRINKLER DEFLECTOR SHALL BE PARALLEL TO CEILING, ROOF

OR THE INCLINE OF STAIRS

3. SPRINKLER DEFLECTOR POSITION SHALL BE 1" TO 12" BELOW THE

CEILING IN UNOBSTRUCTED CONSTRUCTION.

4. SPRINKLER DEFLECTOR POSITION SHALL BE 1" TO 6" BELOW THE

STRUCTURAL MEMBER AND A MAXIMUM OF 22" BELOW THE CEILING

OR ROOF DECK WITH OBSTRUCTED CONSTRUCTION.

5. REFER TO NFPA 13 FOR ADDITIONAL OBSTRUCTED CONSTRUCTION

CONSIDERATIONS.

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :0

D B

A R

B E

B B

O O

N E

F-501

R P

A R

E S

P R

L E

R D

E T

N Z

A S

-5

SCALE: NTSF-501

D3 SPRINKLERS BELOW OBSTRUCTIONS

SCALE: NTSF-501

D1 LATERAL SWAY BRACE

SCALE: NTSF-501

D2 LONGITUDINAL SWAY BRACE

SCALE: NTSF-501

B1 STEEL BEAM HANGER DETAIL

SCALE: NTSF-501

WET PIPE SYSTEM AUXILIARY

DRAIN/INSPECTOR'S TEST DETAIL

SCALE: NTSF-501

A4 SURGE RESTRAINER

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

12" = 1'-0"F-501

A1 PREACTION INSPECTORS TEST DETAIL

12" = 1'-0"F-501

A2 DRY BARREL PENDENT DETAIL

12" = 1'-0"F-501

A3 RETURN BEND DETAIL

12" = 1'-0"F-501

B3 TRAPEZE HANGER DETAIL

12" = 1'-0"F-501

B4 UPRIGHT SPRINKLER DETAIL

4.9

F G H

BREAK AREA

RECYCLING

SM CONF

2" 2" 2" 2"

6" 6"

10' - 2" 1' - 10" 12' - 0" 9' - 5" 9' - 11"

LH OH LH

[11' 6"] [11' 6"]

[9' 1-1/4"]

6.5

F G H H.2E.8E.6

4" 4"4" 4" 4" 4" 4" 4" 4" 4"1

VEHICLE

BAYS

VEHICLE

BAYS

12' - 0" 11' - 10" 12' - 2" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 3" 0' - 9"

OH OH

[11' 9.5"]

[11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"][11' 3.5"]

6" RN 6" RN 6" RN 6" RN 6" RN 6" RN 6" RN 6" RN 6" RN

SPRINKLER SYSTEM DESIGN CRITERIA

PATTERN SYSTEM TYPE/

OCCUPANCY

MINIMUM

SPRINKLER

DENSIT/AREA

HOSE

STREAM

ALLOWANCE/

DURATION

SPRINKLER

K-FACTOR

WET-PIPE

SYSTEM:

LIGHT

HAZARD

0.10 GPM/SF

OVER MOST

REMOTE

1,500 SF

250 GPM

FOR 60

MINUTES

5.6

WET-PIPE

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

8.0

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

NFPA 13

FIGURE

16.2.1.3.2

(D) CURVE

E AND

FIGURE

16.2.1.3.4.1.

0.624 GPM/SF

OVER THE

MOST

REMOTE

2,000 SF

500 GPM

FOR 120

MINUTES

11.2 (HIGH

TEMP)

ROOMS/AREAS

PROTECTED

OFFICE,

RESTROOMS,

TRAINING,

SUPERVISOR

ROOMS, BRIEF

ROOMS, BREAK

ROOM

COMM ROOMS,

STORAGE, IT,

MECH/ELEC

ROOMS,

JANITOR'S

CLOSET, SHOPS,

AND TELECOM

ROOMS

CLASS IV NON-

ENCAPSULATE

D STORAGE UP

TO 22 FEET IN

HEIGHT ON

RACKS WITH 8

FOOT AISLES

SINGLE-

INTERLOCK

PREACTION

SYSTEM:

ORDINARY

HAZARD

0.20 GPM/SF

OVER MOST

REMOTE

2,500 SF

250 GPM

FOR 60

MINUTES

VEHICLE

MAINTENANCE

BAYS

8.0

SPRINKLER LEGEND

TYPE SYMBOL SIZE TEMP K-FACTOR FINISH

QUICK RESPONSE

PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

PENDENT

1/2"

3/4"

1/2"

8.0

11.2

5.6

8.0

BRASS

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :0

D B

A R

B E

B B

O O

N E

F-502

R P

A R

E S

P R

L E

R D

E T

N Z

A S

-5

SCALE 1/8" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN AREA C

SCALE 1/8" = 1'-0"

PARTIAL FIRE SPRINKLER PLAN - AREA BELOW MEZZANINE

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

225 SPRINKLERS FED FROM 12 INCH CROSS MAIN IN AREA C

SINGLE INTERLOCK PREACTION SYSTEM. REFER TO

SHEET FP113 FOR CONNECTION.

226 SPRINKLER FED FROM 6 INCH CROSS MAIN IN AREA A

WET PIPE SYSTEM. REFER TO SHEET FP111 FOR

CONNECTION.

FE.8E.6

F-503

FIRE RISER

F-503

" 6

6"6"

E.8E.6

2 1/2"

F-503

212212212

1'-0"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :2

D B

A R

B E

B B

O O

N E

F-503

R P

A R

E R

R R

O O

M D

E T

N Z

A S

-5

GENERAL NOTES - FIRE SPRINKLER

A REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES.

B REFER TO SHEET F-501 AND F-502 FOR FIRE SPRINKLER

DETAILS.

C REFER TO SHEET F-503 FOR FIRE RISER DETAILS.

D REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR COORDINATION WITH LIGHTS, MECHANICAL

DIFFUSERS, AND CEILING GRID.

KEYNOTES

201 WALL-MOUNTED FIRE DEPARTMENT CONNECTION WITH

TWO 2-1/2-INCH INLETS. PROVIDE SIGNAGE (APPROVED

BY OWNER) INDICATING REQUIRED SYSTEM FLOW AND

PRESSURE DEMAND.

202 EIGHT-WAY FLUSH-TYPE CHROME BACKFLOW

PREVENTER TEST HEADER WITH EIGHT 2-1/2 INCH

CHROME HOSE VALVES WITH CAPS AND LETTERED "TEST

CONNECTION".

203 6 INCH RISER CHECK VALVE.

204 6 INCH LINE TO SUPPLY AREA D.

205 8 INCH LINE TO SUPPLY AREA B.

206 8 INCH LINE TO SUPPLY AREA C.

207 6 INCH LINE TO THE WET PIPE SYSTEM.

208 BACKFLOW PREVENTER WITH SUPERVISED CONTROL

VALVES.

209 PIPING TO WALL MOUNTED FIRE DEPARTMENT

CONNECTION.

210 CHECK VALVE (TYPICAL).

212 EXTERNALLY RESETTABLE AUTOMATIC FLOW CONTROL

VALVE WITH TRIM.

213 PROVIDE THRUST BLOCK PER NFPA 13.

215 FIRE DEPARTMENT CHECK VALVE

240 PIPING TO BACKFLOW PREVENTER TEST HEADER.

241 FIRE WATER SUPPLY LINE. REFER TO SHEET FP115 FOR

LOCATION OF FIRE LINE BUILDING ENTRY.

F-503

B1 3D - FIRE RISER ROOM 122

SCALE: NTSF-503

B3 ENLARGED FIRE RISER RM 122

SCALE:NTSF-503

A3 ENLARGED FIRE RISER DETAIL RM 125

SCALE:NTSF-503

A4 ENLARGED FIRE RISER DETAIL RM 127

SCALE: NTSF-503

A1 FIRE RISER RM 122 - PLAN NORTH VIEW

SCALE:NTSF-503

A2 FIRE RISER RM 122 - PLAN EAST VIEW

DETECTOR BASE

SMOKE OR HEAT

EXPOSED CEILING

HEAT DETECTOR

J-BOX ON

3/4" EMT CONDUIT

SMOKE OR

MEMBER

STRUCTURAL

FACP

FAT

BATT

GROUND

FLOOR

TYP.

OF 13

RPS

2 1

M P P

MNCP

LOC

BATT

RPS

TYP.

OF 7

PARP

TYP. OF 4

TYP.

OF 4

HI/LO

TYP.

OF 4

SOV

P L A

Y T

R O

U B

L E

C O

N D

P L A

Y S

U P

E R

O R

Y C

O N

A C

T U

A T E

C O

M M

O N

T R

O U

B L E

N A

L I N

A T O

R A

N D

A U

L E

A C

T U

A T E

C O

M M

O N

A L A

R M

N A

L I N

A T O

R A

N D

A U

L E

A C

T U

A T E

S U

P E

R V

R Y

I N

A T O

R A

N D

A U

L E

GROUND FAULT

SYSTEM RESET

SYSTEM SILENCE

OPEN CIRCUIT

NOTIFICATION APPLIANCE CIRCUIT SHORT

FIRE ALARM SYSTEM LOW BATTERY

FIRE ALARM AC POWER FAILURE

TROUBLE FUNCTIONS

PANEL FUNCTIONS

BA E FDC

SMOKE DETECTOR MOUNTED OVER FACP AND MNCP

SPRINKLER WATER FLOW SWITCH

MANUAL FIRE ALARM PULL STATION

SPRINKLER TAMPER SWITCH ACTIVATED

SUPERVISORY DEVICES

ALARM DEVICES

SYSTEM INPUT

P L A

Y A

L A

R M

D E

BA C FED

A C

T U

A T E

E A

L A

R M

C L E

A R

S T R

O B

E S

E M

E S

S A

G E

T H

R O

U G

H O

U T B

T E

M P

O R

A R

E N

C E

P A

N E

L A

N D

D E

A C

A T E

F A

A U

L E

S A

N D

U A

L S

T R

A N

S M

A L A

R M

N A

L T

O B

A S

E R

E P

O R

G S

Y S

T E

T R

A N

S M

A T E

R F

L O

W S

A L T

O B

A S

E R

E P

O R

G S

Y S

T E

C O

N T R

O L P

A N

E L R

E T U

R N

S T

O N

O R

M A

L A

U D

L E

S A

N D

U A

L S

S T O

T R

A N

S M

R O

U B

L E

N A

L T

O B

A S

E R

E P

O R

G S

Y S

T E

T R

A N

S M

U P

E R

O R

Y S

A L T

O B

A S

E R

E P

O R

G S

Y S

T E

OI JG H L NMK P RQ S

OJIG H LK M N P Q R

NOTIFICATION

SYSTEM OUTPUTS

CONTROL UNIT

ANNUNCIATION FUNCTIONS

CONTROL FACP

FUNC

SIGNAL FROM BUILDING MASS NOTIFICATION SYSTEM PUSH BUTTON / MICROPHONE

S H

U T D

O W

N A

S S

O C

T E

D H

V A

C U

DUCT SMOKE DETECTORS (SUPPLY SIDE OF HVAC UNITS)

HVAC UNIT SHUT DOWN SWITCH ACTIVATED

S E

N D

N A

L T

O B

M S

S H

U T D

O W

N H

V A

C U

S T

H R

O U

G H

O U

T B

NOTES BY SYMBOL " "

CONNECT TO 120 VAC, 20 AMP DEDICATED CIRCUITS. POWERED FROM A SINGLE POWER

PANEL WITH SURGE SUPPRESSION PER UFC 3-520-01.

PROVIDE GROUND PER NFPA 70.

BATTERY CHARGER AND BATTERIES FOR 15 MINUTES OF ALARM AFTER 48 HOURS OF

STANDBY POWER PER UFC 3-600-01.

PROVIDE FIRE ALARM RADIO TRANSCEIVER PANEL FOR TRANSMITTING FIRE ALARM,

TROUBLE, SUPERVISORY, AND WATERFLOW SIGNALS TO THE BASE REPORTING SYSTEM.

FIRE ALARM CONTROL PANEL. REFER TO SPECIFICATION SECTION 283176 FOR SPECIFIC

OPERATIONAL SEQUENCE/ PRIORITY OF FA AND RECORDED MESSAGES.

SMOKE DETECTOR FOR PROTECTION OF FACP / MNCP / REMOTE POWER SUPPLY PANELS.

PROVIDE ADDITIONAL AUDIBLE/VISUAL NOTIFICATION APPLIANCES AND ASSOCIATED

POWER SUPPLIES AND/OR TRANSPONDERS AS NECESSARY TO MEET THE AUDIBILITY,

INTELLIGIBILITY, AND VISIBILITY REQUIREMENTS PER NFPA 72. PROVIDE TRANSIENT

VOLTAGE SURGE SUPRESSION (TVSS) ON ALL FIRE ALARM AND MASS NOTIFICATION

CIRCUITS PER NFPA 70, NFPA 72, UFC 3-600-01, AND MANUFACTURER'S REQUIREMENTS.

PROVIDE EXTERIOR OMNI DIRECTIONAL ANTENNA FOR TRANSMITTING SIGNALS TO THE

BASE REPORTING SYSTEM. FIELD LOCATE TRANSMITTER ANTENNA TO OPTIMIZE SIGNAL TO

BASE FIRE DEPARTMENT.

MONITOR ALL WET PIPE AND SINGLE-INTERLOCK PREACTION SPRINKLER SYSTEM

TAMPER SWITCHES, WATER FLOW SWITCHES, HI/LO NITROGEN PRESSURE SWITCHES,

TAMPER SWITCHES ON THE BACKFLOW PREVENTER ASSEMBLY, AND POST INDICATOR

VALVE.

PROVIDE LOCAL OPERATING CONSOLE PANEL WITH MICROPHONE.

10.

ROUTE CLASS A CIRCUITS BACK TO PANEL.11.

A C

T U

A T E

M A

S S

N O

N A

M B

E R

S T R

O B

E S

E M

E S

S A

G E

T H

R O

U G

H O

U T B

HI/LO PRESSURE NITROGEN SUPERVISORY SWITCH ACTIVATED

S H

U T D

O W

N A

L L A

-H

A N

D L

G E

Q U

E N

T A

N D

H V

L S

F A

N S

MASS NOTIFICATION CONTROL PANEL WITH AUTONOMOUS CONTROL UNIT AND MICROPHONE.

REFER TO SPECIFICATION SECTION 283176 FOR SPECIFIC OPERATIONAL SEQUENCE/ PRIORITY

OF MNS/LIVE VOICE SYSTEMS AND RECORDED MESSAGES.

12.

PROVIDE CARBON MONOXIDE DETECTOR WHERE FUEL BURNING EQUIPMENT IS LOCATED.

DETECTOR WILL INITIATE A UNIQUE VOICE VOICE NOTIFICATION MESSAGE UPON

ACTIVATION, PER UFC 3-600-01 AND UFC 4-021-01.

13.

CARBON MONOXIDE DETECTOR

A C

T U

A T E

C A

R B

O N

M O

N O

E V

E N

O T

N M

E S

S A

G E

T H

R O

U G

H O

U T B

T R

A N

S M

A R

B O

N M

O N

O X

D E

T E

C T O

R S

A L T

O B

A S

E R

E P

O R

G S

Y S

T E

PROVIDE SPOT TYPE HEAT DETECTORS THAT ARE LISTED FOR RELEASE OF PREACTION

FIRE SPRINKLER SYSTEMS SO THAT THEY COVER THE ENTIRE ARE COVERED BY EACH

SINGLE-INTERLOCK PREACTION SYSTEM. INSTALL PER NFPA 72 AND MANUFACTURERS

INSTRUCTIONS TO FUNCTION WITH THE SINGLE-INTERLOCK PREACTION SPRINKLER

SYSTEMS.

14.

PROVIDE A PREACTION RELEASING PANEL (PARP) CONFIGURED FOR SINGLE-

INTERLOCK PREACTION OPERATION FOR EACH SINGLE-INTERLOCK PREACTION SYSTEM

PROVIDED.

15.

PROVIDE A MEANS TO ACTUATE THE PREACTION VALVE INDEPENDENT OF THE DETECTION

DEVICES AND OF THE SPRINKLERS, PER NFPA 13.

16.

PROVIDE AN ELECTRIC SOLENOID VALVE ON EACH SINGLE-INTERLOCK PREACTION RISER

DELUGE VALVE. UPON OPERATION OF THE ASSOCIATED DETECTION SYSTEM THE

SOLENOID VALVE WILL BE ENERGIZED OPEN, CAUSING THE DELUGE VALVE TO OPEN AND

FILL THE SYSTEM WITH WATER.

17.

HEAT DETECTOR IN SINGLE-INTERLOCK PREACTION SPRINKLER ZONES

SINGLE-INTERLOCK PREACTION SYSTEM EMERGENCY RELEASE STATION

E N

E R

E S

O L E

N O

A L V

E O

P E

N O

N A

S S

O C

T E

D S

L E

-I N

T E

R L O

C K

P R

E A

C T

N S

Y S

T E

S T

DEVICE REMOVAL

PROVIDE A SEPARATE NAC CIRCUIT FOR WATERFLOW BELL.18.

T E

M P

O R

A R

E N

C E

E A

L A

R M

A U

L E

S A

N D

U A

L S

PROVIDE AN ELECTRIC WATERFLOW BELL ON THE EXTERIOR WALL AT THE LOCATION

SHOWN ON THE FIRE ALARM PLANS.

19.

DROP CEILING TILE

DETECTOR BASE

SMOKE OR HEAT

4"x4"x2-1/4" J-BOX

J-BOX ON FLOOR SLAB

SMOKE OR HEAT DETECTOR

3/4" FLEX WITH FIRE

DETECTION CIRCUITS

"T" BAR TYPE HANGER

3/4" EMT CONDUIT

MANUFACTURERS

RECOMMENDATIONS IN

COAXIAL CABLE AS PER

ALARM TRANSMITTER.

3/4" CONDUIT TO FIRE

SHALL BE APPROVED BY CONTRACTING

GROUND WIRE USE NO. 10

GROUND CLAMP

AWG COPPER WIRE OR

WIRE. SUPPORT THE WIRE

STANDOFF SUPPORT

LARGER FOR GROUNDING

EVERY 4'-0" TO 6'-0".

GROUND ROD 3/4" X 8':

LOCATE GROUND ROD AWAY FROM

TRAFFIC AREA. EXACT LOCATION

OFFICER PRIOR TO INSTALLATION

CONTRACTOR TO PROVIDE

SILICONE CAULKING AT THE

CONDUIT PENETRATION

COAXIAL CABLE

LOOP

SERVICE

PROOF

MOUNTED

COAXIAL CABLE

GROUND CLAMP

OMNI DIRECTIONAL

MAST SIZE

AS REQUIRED

ANTENNA

WALL

RAIN PROOF

ENCLOSURE

BUILDING WALL

WEATHER-

HEAD

DRIP

ROOF/PARAPET

LIGHTNING ARRESTER

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:1 :2

D B

A R

B E

B B

O O

N E

F-504

R P

A R

E A

L A

R M

A S

S N

O T

A T

I O N

D E

T A

N Z

A S

-5

SCALE: NTSF-504

D2 EXPOSED CEILING DETECTOR DETAIL

SCALE SCALE: NTSF-504

A4 FIRE ALARM / MASS NOTIFICATION RISER DETAIL

SCALE SCALE: NTSF-504

A1 FIRE ALARM/ MASS NOTIFICATION SEQUENCE OF OPERATIONS

SCALE: NTSF-504

D4 SUSPENDED CEILING DETECTOR DETAIL

NTSF-504

B4 FIRE ALARM ANTENNA DETAIL

DRAWING ABBREVIATIONS LEGEND

PIPING SYMBOLS

A______________________________________________________

ABV ABOVE

ADJ ADJUSTABLE

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ANSI AMERICAN NATIONAL STANDARD INSTITUTE

ARCH ARCHITECT, ARCHITECTURAL

ARI AIR CONDITIONING & REFRIG. INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIG.

AND AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

B______________________________________________________

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BLDG BUILDING

BOP BOTTOM OF PIPE

BOS BOTTOM OF STRUCTURE

C______________________________________________________

CFH CUBIC FEET PER HOUR

CIRC CIRCULATING

CLG CEILING

CO CLEANOUT

CP CIRC. PUMP

D______________________________________________________

DCBFP DOUBLE CHECK BACKFLOW PREVENTER

DCO DOUBLE CLEANOUT

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

D.I. DUCTILE IRON

DN DOWN

DWG DRAWING

E______________________________________________________

EEWS EMERGENCY EYEWASH SHOWER

ELEC ELECTRICAL

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

F______________________________________________________

FA FROM ABOVE

FB FROM BELOW

FCO FLOOR CLEANOUT

FLA FULL LOAD AMPS

FS FLOW SWITCH

G______________________________________________________

GPM GALLONS PER MINUTE

H______________________________________________________

HB HOSE BIBB

HTG HEATING

I______________________________________________________

IE INVERT ELEVATION

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

IN WC INCHES OF WATER COLUMN

IN WG INCHES OF WATER GAUGE

IW INDUSTRIAL WASTE

J______________________________________________________

J-BOX JUNCTION BOX

JT JOINT

K______________________________________________________

K CONDUCTIVITY (BT/SF/1" THICKNESS)

KW KILOWATT

KWH KILOWATT-HOUR

L______________________________________________________

L LAVATORY

M______________________________________________________

MECH MECHANICAL

MFGR MANUFACTURER

MS MOP SINK

N______________________________________________________

NC NOISE CRITERIA, NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MFGR'S ASSOC.

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFWH NONFREEZE WALL HYDRANT

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

O______________________________________________________

OA OUTDOOR AIR

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN.

OWS OIL / WATER SEPARATOR

P______________________________________________________

PBP PRIMARY BOOSTER PUMP

PD PRESSURE DROP

PLBG PLUMBING

PROVIDE FINISH AND INSTALL

Q______________________________________________________

QTY QUANTITY

R______________________________________________________

RA RETURN AIR

RE: REFERENCE, REFER

REQD REQUIRED

REV REVISION, REVISE

RTN RETURN

S______________________________________________________

S SINK

SD STORM DRAIN

SA SUPPLY AIR

SH SHOWER

SPEC SPECIFICATION

SS SANITARY SEWER

NEW EQUIPMENT

EQUIPMENT CLEARANCE

EQUIPMENT SYMBOLS

PITCH DOWN IN DIRECTION OF ARROW

DIRECTION OF FLOW

BRANCH - TOP CONNECTION

BRANCH - SIDE CONNECTION

CONCENTRIC REDUCER

RISER UP (ELBOW)

CAPPED PIPE

BRANCH - BOTTOM CONNECTION

RISE OR DROP IN PIPE

RISER DOWN (ELBOW)

PUMP

LINE/WALL CLEANOUT

WATER METERM

GAS METER

AIR OUTLET VALVE

MISCELLANEOUS

DCBFP

RPZ

FLOOR CLEANOUT

HOSE BIBB/WALL HYDRANT

FLOOR DRAIN

P-TRAP

PLUMBING FIXTURES AND EQUIPMENT

DOUBLE CHECK BACKFLOW PREVENTER

REDUCED PRESSURE BACKFLOW

PREVENTER

RISER DESIGNATION "P": DENOTES

SANITARY WASTE AND VENT RISER

DIAGRAM OR DOMESTIC COLD AND

HOT WATER RISER DIAGRAM

PROCESS VACUUM CONNECTION

BREATHING AIR CONNECTION

PROCESS COMPRESSED AIR CONNECTION

DEBRIS VACUUM CONNECTION

KEYNOTE REFERENCE

POINT OF CONNECTION

NEW TO EXISTING

WATER HAMMER ARRESTOR

VALVE SYMBOLS

CHECK VALVE (NON SLAM)

GLOBE VALVE

GATE VALVE

PRESSURE REDUCING VALVE (PRV)

BALL VALVE

BUTTERFLY VALVE

AUTOMATIC BALANCING VALVE

TEMPERATURE WELL

FLANGED VALVE

(GATE VALVE

SHOWN)

ORIFICE FLOW PLATE FS

PIPE ANCHOR

ECCENTRIC REDUCER

BLIND FLANGE

PRESSURE GAGE WITH COCK

UNION (SCREWED)

ORIFICE UNION

FLANGED CONNECTION

STRAINER WITH BLOWDOWN VALVE

TEMPERATURE & PRESSURE PORT

THERMOMETER

FLOW SWITCH

FLEX CONNECTION

BELLOWS CONNECTION

FLEX PIPE

PRESSURE SWITCH

(DOUBLE SPHERE NEOPRENE TYPE)

SITE/UTILITY INFORMATION

S (CONTINUED)______________________________________

ST STORAGE TANK

STD STANDARD

T__________________________________________________

TD TRENCH DRAIN

TMV THERMOSTATIC MIXING VALVE

TYP TYPICAL

U__________________________________________________

U URINAL

UF UNDERFLOOR

UL UNDERWRITERS LABORATORIES, INC.

V___________________________________________________

V VENT

VERT VERTICAL

VTR VENT THROUGH ROOF

W___________________________________________________

WB WALL BOX

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER

PLUG VALVE

A COMPRESSED AIR

VENTURI FLOW METER

NEEDLE VALVE

VALVE IN DROP

VALVE IN RISE

VALVE IN CENTER DROP

GATE VALVE W/

3/4" HOSE THREAD

ADAPTER

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

SOLENOID VALVE

SAFETY VALVE OR

PRESSURE RELIEF

VALVE

MANUAL BALANCING VALVE

OS&Y VALVE

DRAWING/DETAIL REFERENCE KEY

RE : 2 / P-201

REFER TO

DRAWING/DETAIL NUMBER

SHEET NUMBER ON

WHICH DETAIL IS DRAWN

GENERAL NOTES

REFER TO SPECIFICATIONS FOR MATERIALS AND METHODS

FOR CONSTRUCTION.

COORDINATE THE EXACT LOCATION OF FLOOR DRAINS AND

FLOOR SINKS WITH THE ARCHITECTURAL DRAWINGS AND

MECHANICAL EQUIPMENT LOCATIONS PRIOR TO INSTALLATION

OF DRAINS. PROVIDE A RADIUS AROUND THE FLOOR DRAIN

THAT SLOPES TOWARD THE FLOOR DRAIN FROM THE FINISHED

FLOOR ELEVATION TO A TOP OF DRAIN ELEVATION BETWEEN

1/2" AND 3/4" BELOW FINISHED FLOOR, UNLESS OTHERWISE

NOTED ON THE DRAWINGS. THE RADIUS AND RATE OF SLOPE

IS TO BE FIELD COORDINATED.

FURNISH ACCESS DOORS FOR INSTALLATION IN WALLS AND

CEILINGS WHERE ACCESS IS REQUIRED TO CONCEALED

PLUMBING EQUIPMENT, VALVES, CONTROLS, AND OTHER

DEVICES.

PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS,

REVISIONS, AMENDMENTS OR SUPPLEMENTS OF APPLICABLE

STATUTES, ORDINANCES, CODES, OR REGULATIONS OF

FEDERAL, STATE AND LOCAL AUTHORITIES HAVING

JURISDICTION IN EFFECT ON THE DATE BIDS ARE RECEIVED.

WHERE APPROVAL CODES HAVE BEEN ESTABLISHED BY

OSHA, UL (UNDERWRITERS LABORATORIES), AMERICAN

CODES, ANSI, ARI, ASA, ASHRAE, ASPE, ASSE, ASTM, AWWA,

NEC, NFPA, SMACNA, OR THE STATE FIRE INSURANCE

REGULATORY BODY, FOLLOW THESE STANDARDS WHETHER

OR NOT INDICATED ON THE DRAWINGS.

COORDINATE WORK WITH ARCHITECTURAL FEATURES AND

COORDINATE WORK SUCH THAT INTERFERENCES BETWEEN

PIPING, DUCTWORK, EQUIPMENT, FIRE PROTECTION WORK,

PLUMBING WORK, ELECTRICAL WORK, AND BUILDING

STRUCTURE WILL BE AVOIDED.

PROVIDE THE ENTIRE SYSTEM AND ITS COMPONENT ITEMS

OF EQUIPMENT IN OPERATING CONDITION WITHOUT

OBJECTIONABLE VIBRATION OR NOISE. PROVIDE WATER

HAMMER ARRESTORS AT RESTROOM PLUMBING CHASES.

NOISE LEVELS IN OFFICES SHALL BE MAINTAINED AT OR

BELOW NC35.

PROVIDE ALL WIRING AND ELECTRICAL CONTROLS IN

ACCORDANCE WITH NFPA 70 (NEC).

VERIFY AND DOCUMENT EXISTING CONDITIONS AND

DIMENSIONS ON THE JOB SITE PRIOR TO STARTING ANY

WORK.

DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION

PURPOSES.

INSTALL PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR

HEIGHT UNDERNEATH. MAINTAIN A MINIMUM OF 6 INCHES

ABOVE FINISHED CEILING TO PROVIDE CLEARANCE FOR

LIGHTING FIXTURES.

CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO

EQUIPMENT, INCLUDING OWNER FURNISHED.

VENT TERMINALS SHALL EXTEND A MINIMUM OF 12" ABOVE

THE FINISHED ROOF AND SHALL BE LOCATED A MINIMUM OF

10 FEET HORIZONTALLY FROM ANY DOOR, OPERABLE

WINDOW, OR OTHER AIR INTAKE OF THE BUILDING OR

ADJACENT BUILDING UNLESS THE VENT TERMINAL IS AT

LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING.

ALL VENT LINES ARE TO RISE VERTICALLY (45 DEG. ANGLE OR

GREATER FROM HORIZONTAL) TO MINIMUM OF 6" ABOVE THE

HIGHEST FLOOD LEVEL RIM OF THE HIGHEST FIXTURE

SERVED BY VENT.

TO PROVIDE FROST CLOSURE, ALL VENT EXTENSIONS

THROUGH ROOF OR WALL SHALL BE A MINIMUM OF 3 INCHES

IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT

SHALL BE MADE INSIDE THE STRUCTURE A MINIMUM OF 1

FOOT BELOW THE ROOF OR INSIDE THE WALL.

NO PVC PIPE SHALL BE PERMITTED ABOVE THE CEILING AS

THE CEILING SPACE IS A RETURN AIR PLENUM.

GENERAL NOTES

(CONTINUATION)

NATURAL GAS DATA

NATURAL GAS IS SUPPLIED TO THE SITE. GAS PIPE SIZES ARE

BASED ON A PRESSURE OF 2.0 PSIG AFTER THE METER AND MAIN

REGULATOR AND A 1.0 PSIG DROP. REGULATORS WILL BE

REQUIRED AT EACH NATURAL GAS USER. ESTIMATED LOAD IS

6,947 KBTU/HR. LOW PRESSURE GAS IS RATE FOR 925 BTU/ACF

DUE TO ALTITUDE.

WATER SERVICE FLOW TEST DATA

WATER PIPE SIZES ARE BASED ON A STATIC PRESSURE OF 46 PSI

AND MINIMUM RESIDUAL PRESSURE OF 45 PSIG AT A FLOW RATE

OF 1,021 GPM AT THE LOCATION WHERE THE MAIN SERVICE

ENTERS THE BUILDING. DESIGN PRESSURE IS EXPECTED TO BE

BETWEEN 43.9 AND 49.9 PSIG AT THE BUILDING ENTRANCE.

ESTIMATED PEAK LOAD IS 101 GPM.

SANITARY DRAINAGE

THE ESTIMATED CONNECTED SANITARY DRAINAGE LOAD IS 60

DFU'S OR APPROXIMATELY 54 GPM.

STORM WATER

THE BASIS OF DESIGN IS A STORM INTENSITY OF 1.8 INCHES PER

HOUR.

CODE COMPLIANCE

THE PLUMBING SYSTEMS ARE IN COMPLIANCE WITH THE 2015

INTERNATIONAL PLUMBING CODE AS MODIFIED BY UFC 3-420-01.

DOMESTIC HOT WATER

NORMAL DOMESTIC HOT WATER DESIGN BASED ON 40°F COLD

WATER, ONE EMERGENCY SHOWER AND EYE WASH OPERATING

WITH 80 TO 85° F DISCHARGE WATER TEMPERATURE.

PIPING TYPES

SANITARY SEWER

SANITARY VENT (V)

DOMESTIC COLD WATER (CW)

DOMESTIC HOT WATER (110°F) (HW)

DOMESTIC HOT WATER RETURN (HWR)

NATURAL GAS

CONDENSATE DRAIN

NON POTABLE WATER

TRAP PRIMER

NPW

STORM DRAINSD

COMPRESSED AIR

OVERFLOW DRAIN

VAC VACUUM

INDUSTRIAL WASTEIW

HWR

SUBSOIL DRAINAGESSD

LANOIS

O R

FOETAT

R E

L I C E N S E D

LANOIS

O R

FOETAT

R E

L I C E N S E D

McHENRY WALLACE JR

52349

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:5 :0

M W

A L L

A C

Y M

A S

H N

P-001

P B

A K

E R

A B

B R

E V

S S

Y M

B O

L S

N D

G E

N E

R A

L N

O T

E S

N Z

A S

-0

M NA B C D E F G H J K L

3.2

E.6 E.8 H.2

7.1

6.5

5.5

4.9

4.2

REFER TO:

UNDERSLAB P104

ABOVE SLAB P114

REFER TO:

UNDERSLAB P101

ABOVE SLAB P111

REFER TO:

UNDERSLAB P103

ABOVE SLAB P113

REFER TO:

UNDERSLAB P105

ABOVE SLAB P115

REFER TO:

UNDERSLAB P102

ABOVE SLAB P112

LANOIS

O R

FOETAT

R E

L I C E N S E D

LANOIS

O R

FOETAT

R E

L I C E N S E D

McHENRY WALLACE JR

52349

8 16 3241216

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

B C

OVERALL

M A

R K

D E

S C

N D

A T

E A

P P

E s /2

-1

-0

:5 :0

M W

A L L

A C

Y M

A S

H N

P-100

P B

A K

E R

O V

E R

A L L P

L U

M B

I N G

P L A

N Z

A S

-1

SCALE 1/16" = 1'-0"

OVERALL PLUMBING PLAN

GENERAL NOTES

1 REFER TO P-401 FOR ENLARGED PLANS, P-501 THRU

P-503 FOR DETAILS, P-601 AND P-602 FOR SCHEDULES,

AND P-800 THRU P-802 FOR SCHEMATICS.

E F G H J

3.2

E.6 E.8 H.2

4.9

4.2

S 4" SS

3" SS

FS-1FS-1

FS-1

FD-1

MMT OIC OFFICE

MMT

SCHEDULERS

EMT

SCHEDULERS

EMT OIC OFFICE

FORCE

GENERATION

VES OIC OFFICE

VES VEHICLE

OFFICE

VES TRAINING

ROOM

CONFERENCE

CER

ELECTRICAL

FIRE RISER

MECHANICAL

YARD

MENS LOCKER

ROOM

WOMENS

MEN

FD-2

2" SS DN

2" V UP

4" SS DN

2" V UP

4" SS DN

S S

2" V UP

4" CW

SERVICE

ENTRANCESEE CIVIL FOR

CONTINUATION

IE: 6'-0" BFF

SEE CIVIL FOR

CONTINUATION

IE: 7'-0" BFF

SEE CIVIL FOR

CONTINUATION

IE: 6'-10" BFF

FS-1

FD-1

3" SS

FCO

DCO

FCO

RE: C2 /P-501

4" CW UP

4" SS

2" P-TRAP UP TO MS-1

2" V UP

N G006

007TYP.

6" SD FA

TO WCO

4" SS UP

2" SS FA

6" SD FA

6" SSD

S S

6" SSD

S S

FD-1

S S

3" SS

FCO

S S

3" SS DN

FROM WB-1

6" SSD

FD-2

FD-2 3" SS

FS-1

FD-2

4" SS

S S

6" SD

SH-2

SH-1

SH-1 SH-2

LANOIS

O R

FOETAT

R E

L I C E N S E D

LANOIS

O R

FOETAT

R E

L I C E N S E D

McHENRY WALLACE JR

52349

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

AREA A

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:5 :0

M W

A L L

A C

Y M

A S

H N

P-101

P B

A K

E R

U N

D E

R F

L O

O R

P L U

M B

P L A

A R

E A

A N

Z A

-1

SCALE 1/8" = 1'-0"

UNDERFLOOR PLUMBING PLAN - AREA A

GENERAL NOTES - UNDERFLOOR PLAN

A BUILDING FINISHED FLOOR ELEVATION AT THE OFFICE

AREA IS 3472' PER CIVIL DRAWINGS.

B NO UNDERFLOOR PIPING IN VEHICLE BAY UNLESS

OTHERWISE NOTED.

C SLOPE TRENCH DRAIN PIPING IN THE DIRECTION OF THE

SLOPE ARROWS BY 0.6%.

D REFER TO P-602 FOR FLOOR DRAIN AND FLOOR SINK

SCHEDULE.

E PIPING CONNECTED TO THE VEHICLE TRENCH DRAINAGE

SYSTEM SHALL BE CAST IRON PIPING FROM THE TRENCH

DRAIN TO THE POINT OF CONNECTION OF SITE PIPING.

F FLOOR SINKS AND FLOOR DRAINS SHALL HAVE ASSE 1072

BARRIER TYPE TRAP GUARDS.

G TRENCH DRAINS SHALL HAVE DEEP SEAL CAST IRON

TRAPS.

H PROVIDE A MINIMUM OF 1'-0" CLEARANCE BETWEEN

BOTTOM OF GRADE BEAM AND TOP OF PIPE WHEREVER

PIPES PASS UNDER THE FOUNDATION.

I DUE TO LOCAL AREA FROST DEPTH, ALL UNDERGROUND

PIPING THAT CROSSES THE FOUNDATION IS AT LEAST 12"

BELOW BEAMS. NO BEAM PENETRATIONS ARE REQUIRED.

J SSD AND SD PIPING ARE SEPARATE SYSTEMS. ALL SSD

PIPING RUNS AT A DEEPER INVERT THAN SD PIPING.

REFER TO CIVIL.

KEYNOTES

006 3" NG UP TO METER. RE: A1/P-801 FOR DETAIL.

007 6" SD I.E. 3.0' B.F.F. RE: CIVIL FOR CONTINUATION. RE:

C1/P-502 FOR BOOT DETAIL.

008 6" SSD I.E. 5.1' B.F.F. RE: CIVIL FOR CONTINUATION. RE:

C1/S-501 FOR DETAIL.

A B C D

7.1

6.5

5.5

4.9

4" IW

IE = 4'-2" BFF

IE = 3'-4" BFF

VEHICLE BAYS

SEE CIVIL FOR

CONTINUATION

IE: 7'-4" BFF

M A

T C

H L

R E

F E

R A

-1

DCO

RE: C2/P-501

6" SD FA

TYP.

6" SD FA

TYP.

6" SSD

S S

6" SSD

S S

TD-1 TD-1 TD-1 TD-1

012 012

013013 013013

TRANSITION DOWN

45 DEGREES

I.E. = -6' 4" BFF

OWS-1

RE: A4/P-503 AND

SPECIFICATIONS FOR

ADDITIONAL INFORMATION

4" IW

TD-1 TD-1

TD-1

013013

45° OFFSET INTO MAINIE = 3'-4" BFF

013013

4" V

FCO

FCO 021021

FCO

IE = 2'-1" BFF

IE = 2'-2" BFF

IE = 2'-2" BFFIE = 2'-1" BFF

4" IW

LANOIS

O R

FOETAT

R E

L I C E N S E D

LANOIS

O R

FOETAT

R E

L I C E N S E D

McHENRY WALLACE JR

52349

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

AREA B

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

M A

R K

D E

S C

N D

A T

E A

P P

R s /2

-1

-0

:5 :0

M W

A L L

A C

Y M

A S

H N

P-102

P B

A K

E R

U N

D E

R F

L O

O R

P L U

M B

P L A

A R

E A

B N

Z A

-1

SCALE 1/8" = 1'-0"

UNDERFLOOR PLUMBING PLAN - AREA B

GENERAL NOTES - UNDERFLOOR PLAN

A BUILDING FINISHED FLOOR ELEVATION AT THE OFFICE

AREA IS 3472' PER CIVIL DRAWINGS.

B NO UNDERFLOOR PIPING IN VEHICLE BAY UNLESS

OTHERWISE NOTED.

C SLOPE TRENCH DRAIN PIPING IN THE DIRECTION OF THE

SLOPE ARROWS BY 0.6%.

D REFER TO P-602 FOR FLOOR DRAIN AND FLOOR SINK

SCHEDULE.

E PIPING CONNECTED TO THE VEHICLE TRENCH DRAINAGE

SYSTEM SHALL BE CAST IRON PIPING FROM THE TRENCH

DRAIN TO THE POINT OF CONNECTION OF SITE PIPING.

F FLOOR SINKS AND FLOOR DRAINS SHALL HAVE ASSE 1072

BARRIER TYPE TRAP GUARDS.

G TRENCH DRAINS SHALL HAVE DEEP SEAL CAST IRON

TRAPS.

H PROVIDE A MINIMUM OF 1'-0" CLEARANCE BETWEEN

BOTTOM OF GRADE BEAM AND TOP OF PIPE WHEREVER

PIPES PASS UNDER THE FOUNDATION.

I DUE TO LOCAL AREA FROST DEPTH, ALL UNDERGROUND

PIPING THAT CROSSES THE FOUNDATION IS AT LEAST 12"

BELOW BEAMS. NO BEAM PENETRATIONS ARE REQUIRED.

J SSD AND SD PIPING ARE SEPARATE SYSTEMS. ALL SSD

PIPING RUNS AT A DEEPER INVERT THAN SD PIPING.

REFER TO CIVIL.

KEYNOTES

007 6" SD I.E. 3.0' B.F.F. RE: CIVIL FOR CONTINUATION. RE:

C1/P-502 FOR BOOT DETAIL.

008 6" SSD I.E. 5.1' B.F.F. RE: CIVIL FOR CONTINUATION. RE:

C1/S-501 FOR DETAIL.

012 PROVIDE 3" IW FROM SIDE OUTLET OF TD-1. PROVIDE SAN

TEE DOWN TO 3" IW P-TRAP AND 3" IW UP TO CLEANOUT.

013 PROVIDE 45 DEGREE FITTING DOWN INTO ROLLED 90

DEGREE FITTING AT THIS LOCATION.

015 PROVIDE 4" IW FROM SIDE OUTLET OF TD-1. PROVIDE SAN

TEE DOWN TO 4" IW P-TRAP AND OFFSET 4" IW UP TO

CLEANOUT.

016 4" VENT. ROUTE AT 45 DEGREE ANGLE BELOW GRADE TO

EDGE OF GRADE BEAM. ABOVE GRADE ROUTE TO COLUMN

AND VENT THROUGH ROOF.

019 OFFSET 3" IW TO WALL. PROVIDE WALL CLEANOUT 3' ABOVE

GRADE AND ROUTE 2" V UP FROM WCO.

021 PROVIDE FORKLIFT RATED CLEANOUT.

E.6 E.8 H.2

6.5

5.5

4.9

IE = 3'-4" BFF

4" P-TRAP UP TO FS-1

4" IW P-TRAP

UP TO FS-1

4" IW P-TRAP

UP TO FS-1

2" IW UP TO S-2

VES STORAGE

4" IW

SM CONF

RECYCLING

BREAK AREA

VES STORAGE

4" IW

4" IW P-TRAP

UP TO FS-1

4" IW P-TRAP

UP TO FS-1

2" IW UP TO S-2

MATCHLINE

REFER A1 P-101

M A

T C

H L

R E

F E

R A

-1

M A

T C

H L

R E

F E

R A

-1

MATCHLINE

REFER A1 P-105

FCO

S-2 S-2

EEWS-1 EEWS-1EEWS-1 EEWS-1

FS-1

FCO

021FCO

FCO

FS-1 FS-1 FS-1

FS-1

FD-2 3" SS

LANOIS

O R

FOETAT

R E

L I C E N S E D

LANOIS

O R

FOETAT

R E

L I C E N S E D

McHENRY WALLACE JR

52349

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

PLAN

NORTH

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E S

A N

C O

P R

C T

N U

M B

E R

: N

M A

L M

S T

R O

M A

O R

C E

B A

S E

O N

T A

N A

E M

A N

C E

P A

F A

(M M

D F)

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

A R

AREA C

M A

R K

D E

S C

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