NOAA OMAO Amendment 0007_Drawings.pdf

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 THRU S-508 FOR TYPICAL DETAILS.

3. TOP OF SLAB IS 100'-0" UNLESS OTHERWISE NOTED BY [-XX] ON PLAN.

4. TOP OF PILE CAP IS 98'-6" UNLESS OTHERWISE NOTED.

5. TOP OF GRADE BEAM IS 98'-6" UNLESS OTHERWISE NOTED.

A

2 3 4

5 6 7

B

C

D

E

A.1

B.1

3.1

CJ

CJ

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C J

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C J

CJ

CJ

CJ

CJ

CJ

C J

C J

20 TYP

22 22

TYP

24 TYP

-4"

TOC

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

5' - 8 1/4"

5'

2" 5'

2"

4'

3/

8"

CL SLAB DEPRESSION

C L

S

LA

B D

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16TYP12 TYP

7' - 7"

/4

1"

6' - 6"

5'

5/

8"

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

6' - 10" 4' - 3"

TYP

24 TYP

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IN

G P

A D

5'

5"

33 TYP

262626

8' - 7 1/8" 3' - 5 3/8"

3' - 3 5/8"

7'

3/

4"

3'

5"

2'

3/

4"

8' - 4 1/2"

9'

/4

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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1562331

RS/RC

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04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

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SHEET NOTES

SHEET KEYNOTES

1 6" CONCRETE SLAB-ON-GRADE REINFORCED WITH 6x6-W4XW4 WELDED WIRE

REINFORCEMENT OVER 20 MIL VAPOR BARRIER AND 12" DEPTH OF POROUS

FILL. REFER TO PLUMBING DRAWINGS FOR VAPOR MITIGATION INFO.

2 8" CONCRETE SLAB-ON-GRADE REINFORCED WITH #4 BARS AT 10" OC EACH

WAY, OVER 20 MIL VAPOR BARRIER OVER 12" POROUS FILL. REFER TO

PLUMBING DRAWINGS FOR VAPOR MITIGATION INFO.

12 NON-LOAD BEARING CMU WALL OVER THICKENED SLAB. REFER TO ARCH

DWG A-140 FOR WALL LOCATIONS. REFER TO TYPICAL DETAILS FOR

THICKENED SLAB.

16 FLOOR DRAIN, SEE ARCHITECTURAL DRAWINGS

20 CONTROL JOINT, SEE DETAIL C5/S-501

22 TYPICAL COLUMN ISOLATION JOINT, SEE DETAIL C4/S-501

23 REENTRANT BAR AT 90° CORNERS, SEE DETAIL A3/S-501

24 REENTRANT BAR AT DOORWAYS CORNERS, SEE DETAIL B4/S-501

26 INTERIOR HOUSEKEEPING PAD, SEE DETAIL A2/S-502. LOCATIONS SHOWN

ARE APPROXIMATE. COORDINATE EXACT PAD LOCATIONS WITH PURCHASED

EQUIPMENT AND FINAL ROOM LAYOUT.

33 RECESSED CONCRETE SLAB. REFER TO ARCH DETAIL B4/A-521 FOR MORE

INFO AND COORD WITH OVERHEAD DOOR MFR DETAILS.

PLAN

NORTH

KEY PLAN

A

BB

A

3/32" = 1'-0" A1

ADMIN / WAREHOUSE SLAB PLAN - OVERALL

PLAN

NORTH

0' 8' 16' 32'4'

S Y

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9/

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N E

S S

/0

8/

A

B

C

30' - 0"

MBS B.L/FACE OF

GIRT/EDGE OF SLAB

1' - 10" 8"

8" 1' - 10"

MBS B.L/FACE OF

GIRT/EDGE OF SLAB

8'

MBS B.L/FACE OF

GIRT/EDGE OF SLAB

MBS COLUMN,

TYP

TOC 100' - 0"

(TYP, UNO)

MBS B.L/FACE OF

GIRT/EDGE OF SLAB

8"

BF BF

BFBF

C1 S-370

A1 S-370

S-370 C2

S-370 C4

A2 S-370

CF8.0

CF8.0

CF8.0

CF8.0

CF8.0

CF8.0

TYP

T Y

P

TYP

TYP

TYP

8'

CL TRENCH

15' - 0"

EDGE OF

TRENCH

EDGE OF

TRENCH

A4 S-370

1/8" / 1'-0" 1/8" / 1'-0"

/4

/4

TOC 100' - 0"

(TYP, UNO)

8" 1'

1'

8"

TOC EL 97' - 0"

TOC EL 97' - 0"

TOC EL 97' - 0"

TOC EL 97' - 0"

TOC EL 97' - 0"

TOC EL 97' - 0" 33

A

B

C

15' - 0" 15' - 0"

CJ CJ

SLOPE SLOPE

A4 S-370

TOC EL 99' - 10 1/2"

TOC EL 99' - 10 1/2"

S

LO

P E

S

LO

P E

TOC EL 100' - 0"

TOC EL 100' - 0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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Timothy Calohan, PE, NOAA Senior Project Manager

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3/16" = 1'-0" A1

FOUNDATION AND SLAB PLAN

SHEET NOTES

SHEET KEYNOTES

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES, ABBREVIATIONS,

PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. FOUNDATIONS HAVE BEEN DESIGNED FOR PRELIMINARY REACTIONS. FINAL

COLUMN REACTIONS MUST BE PROVIDED BY THE MBS MANUFACTURER AND

REVIEWED BY STRUCTURAL ENGINEER OF RECORD PRIOR TO TO POURING

OF THE FOUNDATIONS TO ENSURE THAT THE FOUNDATIONS SHOWN ARE

ADEQUATE.

3. ALL FOOTINGS ARE CENTERED UNDER THE PEDESTAL UNLESS OTHERWISE

NOTED.

4. REFER TO S-501 THRU S-502 FOR TYPICAL FOUNDATION AND SLAB DETAILS

AND SECTIONS.

5. FOUNDATIONS HAVE BEEN DESIGNED FOR THE ASSUMED REACTIONS BELOW

USING LRFD LOAD COMBINATIONS. BRACED BAYS ASSUMED BETWEEN

GRIDLINES B AND C ON EITHER SIDE OF BUILDING. MOMENT FRAMES

ASSUMED BETWEEN GRIDLINES 1 AND 2.

A. GRAVITY LOAD = 30K

B. MAX UPLIFT = 5K

C. SHEAR = 15K

8 12" CONCRETE SLAB-ON-GRADE REINFORCED WITH #4 BARS AT 12" OC EACH

WAY OVER 20 MIL VAPOR BARRIER AND 12" DEPTH OF POROUS FILL.

9 MBS BRACE FRAME LOCATION. IF ALTERNATE LOCATIONS OR ADDITIONAL

BRACED FRAMES ARE REQUIRED, CONTACT THE ARCHITECT AND

STRUCTURAL ENGINEER OF RECORD FOR APPROVAL.

10 ADD (2) #4 X 4'-0" LONG BARS CENTERED IN SLAB AT ALL RE-ENTRANT

CORNERS.

11 DOWELED SAW JOINTS. REFER TO TYPICAL CONCRETE DETAILS

14 TRENCH DRAIN

33 RECESSED CONCRETE SLAB. REFER TO ARCH DETAIL B4/A-521 FOR MORE

INFO AND COORD WITH OVERHEAD DOOR MFR DETAILS.

PLAN

NORTH

0' 4' 8' 12'

COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS

REINFORCINGWIDTH LENGTH DEPTH

CF8.0 8' - 6" 8' - 6" 2' - 0" (10) #6 EACH WAY, TOP &

BOTTOM

COLUMN FOOTING SCHEDULE NOTES:

1. FOR FOOTING SIZE AND REINFORCEMENT, SEE "COLUMN FOOTING

SCHEDULE" THIS SHEET.

2. FOOTINGS HAVE BEEN DESIGNED FOR ESTIMATED MBS COLUMN

REACTIONS. ANCHOR BOLTS SHALL NOT BE FABRICATED AND FOOTINGS

SHALL NOT BE CONSTRUCTED UNTIL THE MBS COLUMN REACTIONS HAVE

BEEN REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD.

3. MBS SUPPLIER SHALL SUBMIT FINAL ANCHOR BOLT DIMENSONS, LAYOUTS,

AND ORIENTATIONS TO THE STRUCTURAL ENGINEER OF RECORD.

4. ALL ANCHOR BOLT DIMENSIONS, LAYOUTS, AND ORIENTATIONS MUST BE

VERIFIED AND COORDINATED WITH THE FINAL MBS DRAWINGS PRIOR TO

FABRICATION AND INSTALLATION.

COLUMN PEDESTAL SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

LENGTH WIDTH VERTICAL TIES

PED 3' - 0" 3' - 0" (8) #8 BARS #4 @ 12" OC

3/16" = 1'-0" A3

SLAB JOINT PLAN

PLAN

NORTH

0' 4' 8' 12'

ALL WORK THIS SHEET IS

BID OPTION - BOAT REPAIR

BUILDING

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SEE TYP BEARING

DETAIL

JOIST, REFER TO PLAN

CMU WALL,

REFER TO PLAN

TYPICAL 'R1' JOIST

EXTENDED END. 550 PLF

ALLOWABLE CAPACITY

6" BRG

REFER TO PLAN

JBE

ROOF DECK,

REFER TO PLANGRID

SEE PLAN

1/

2"

BENT PL 6-1/2"X5"X1/4"

CONT.

3/16

GUTTER AND

ATTACHMENT BY MFR

ROOF MEMBRANE,

REFER TO ARCH

BEAM, REFER TO PLAN

CONC SLAB. REFER TO PLAN

L4X4X3/8 CONT WITH 5/8"⌀ x 6"

EMBEDMENT EPOXY ANCHORS AT 12" OC

CMU WALL,

REFER TO PLAN

SEE TYP BEAM BEARING

ON MASONRY DETAIL ON

SHEET S-505

GRID

116' - 0"

TOC

L4X4X3/8 CONT WITH 5/8"⌀ x 6"

EPOXY ANCHORS AT 12" OC

WITH 6" MIN EMBED

2 COURSE BOND BEAM

BELOW SECOND FLOOR

ELEVATION

CMU WALL, REFER

TO PLAN

CONCRETE FLOOR,

REFER TO PLAN

BEAM, REFER TO PLAN

116' - 0"

TOC

GRID

CONCRETE FLOOR,

REFER TO PLAN

116' - 0"

TOC

BEAM, REFER TO PLAN

SEE TYP BEARING DETAIL

CMU WALL,

REFER TO PLAN

SEE TYP BEAM BEARING

ON MASONRY DETAIL.

L4X4X3/8 CONT WITH 5/8"⌀x6"

EMBEDMENT EPOXY

ANCHORS AT 12" OC

ROOF DECK,

REFER TO PLAN

HSS3X3X3/8,

REFER TO PLAN

CMU WALL,

REFER TO PLAN

BEAM,

REFER TO PLAN

VARIES

TOP OF WALL

VARIES

TOS

ROOF DECK,

REFER TO PLAN

CONC BOND BEAM AT TOP OF SLOPED

WALL, REFER TO A1/S-504. COORDINATE

HEADED STUD LOCATIONS WITH

ADJACENT HSS EMBED PLATES

CONT. L4X4X1/4

SEE PLAN

3/16 2

EACH DECK

FLANGE

WELD AS

SPECIFIED

EMBED PL 6"X6"X3/8"

THICK WITH 1/2" DIA.

HEADED STUD WITH 6"

EMBED. AT EACH HSS

LOCATION.

3"3"

3" 3"

3/16

SEE SECTION C1/S-505 FOR

EMBED AND METAL ROOF DECK

SUPPORT INFO.

BENT PL4X4X1/4 CONT.

3/16 3

EACH

BEAM

ROOF MEMBRANE,

REFER TO ARCH (TYP.)

L6X4X5/16 (LLH) x

0'-6" LONG

3/16

3/16

3/16

ROOF JOIST OR

BEAM. REFER

TO PLAN

B.1

132'-6 1/2"

JST BRG EL

122'-1 1/4"

WP

ROOF DECK,

REFER TO PLAN

ROOF DECK,

REFER TO PLAN

JOIST,

REFER TO PLAN

BEAM,

REFER TO PLAN

HSS COLUMN,

REFER TO PLAN

FACE OF WALL,

REFER TO ARCH

ROOF MEMBRANE,

REFER TO ARCH

WP

BENT PL. REFER TO

B1/A-353

3' - 6"

1' - 0"

SLOPED BEAM,

REF PLAN

REFER TO PLAN

BEARING ELEV

COPE BEAM FOR

OUTRIGGER

EXTENSION

CL WALL

& BM

BRG PL

NOTE:

REFER TO TYPICAL BEAM

BEARING DETAILS.

GRID

A.1

PROVIDE HALF-BLOCK

AT BEAM BEARING

LOCATIONS

SEE PLAN

BENT PL 6-1/2"X5"X1/4"

CONT.

GUTTER AND

ATTACHMENT BY MFR

3/16 ROOF MEMBRANE,

REFER TO ARCH

CMU FACING

114'-0"

TOP OF WALL

GRID

A.1

3/ 8"

B /D

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WELD AS

SPECIFIED

1/4" BENT PLATE CONT

BETWEEN BEAM

BEARING LOCATIONS

3/16 2-12

2" 2"

CL

WALL

CMU WALL REFER TO

PLAN

ROOF MEMBRANE,

REFER TO ARCH

SEE ADJACENT

SECTIONS FOR

MORE INFO.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

DES DRW CHK

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04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

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3/4" = 1'-0" B3

SECTION

3/4" = 1'-0"

B4

SECTION

3/4" = 1'-0" A4

SECTION

0' 1' 2' 3'

0' 1' 2' 3'3/4" = 1'-0" A3

SECTION

0' 1' 2' 3'

0' 1' 2' 3'

3/4" = 1'-0" B1

SECTION - WAREHOUSE HIGH ROOF

0' 1' 2' 3'

3/4" = 1'-0" C2

SECTION

1" = 1'-0" A1

SECTION

1' 2'0' 6"

0' 1' 2' 3'

1" = 1'-0" C4

SECTION

1' 2'0' 6"

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

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04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

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12874193

CMO CMO

ALG

NOTES:

1. ALL FIXTURES INDICATED AS ARCHITECTURAL BARRIERS ACT (ABA) SHALL COMPLY AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE USFAS AND CABO/ANSI A117.1.

2. PROVIDE WITH ASSE 1070 MIXING VALVE.

3. SHOWER MIXER SHALL BE ASSE 1016 CERTIFIED.

4. EQUIPPED WITH UL 430 WASTE DISPOSAL.

5. PROVIDE WITH THERMOSTATIC MIXING VALVE ASSE 1071, DUST COVER, EMERGENCY ALARM SYSTEM AND SCALD PROTECTION.

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION

CONNECTIONS

COLD WATER HOT WATER VENT WASTE

GPM GPF REMARKS

MOUNTING HEIGHT

(LOWEST FLOOD RIM)

DWH-1 NATURAL GAS 39 120 240 120240

DWH-2 NATURAL GAS 120 0.5 240 120

MARK TYPE E.W.T. (°F) L.W.T. (°F) INPUT (MBH)

TURN ON

(GPM)

NATURAL GAS

(MBH)

VOLTS PHASE REMARKS

DOMESTIC WATER HEATER SCHEDULE (DWH) - ADMIN BLDG

RPZ-1 2 1/2" EPOXY COATED *** 10

MARK SIZE MATERIAL FLOW (GPM) PRESSURE DROP

(GPM)

REMARKS

BACKFLOW PREVENTER SCHEDULE

BFP-1 BRONZE BODY 10

MARK DESCRIPTION

BLV-1 CALIBRATED BALANCING VALVE 2.0 2.7 OFFICE / 102

REMARKS

BALANCING VALVE SCHEDULE (BLV)

FLOW RATE

(GPM)

PRESSURE DROP

(MAX PSI)

LOCATION

(ROOM / #)

LINE SIZE

3/4"

BLV-2 CALIBRATED BALANCING VALVE 2.0 2.7 DIVE / 132

LOCATION

(ROOM / #)

PIER

MECH / 138

24039

MECH / 138

LOCATION

(ROOM / #)

3/4"

MARK DRAIN TYPE

FD-1 FLOOR DRAIN - GENERAL DUTY

DRAIN SIZE

3"

TRAP PRIMER

CONNECTION

6" ROUND YES

FD-2 FLOOR DRAIN - HEAVY DUTY 4" 6" ROUND YES

REMARKSSTRAINER

ELECTRONIC TRAP PRIMER MANIFOLD

DRAIN AND CLEAN OUT SCHEDULE

FD-4 FLOOR DRAIN - HEAVY DUTY 3" 6" ROUND YES

MARK DESCRIPTION

TPM-1 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 4 MECH / 138

REMARKS

TRAP PRIMER MANIFOLD SCHEDULE (TPM)

TPM-3 ELECTRONIC TRAP PRIMER MANIFOLD

COLD WATER

LINE SIZE

3/4"

NUMBER OF

DRAINS SERVING

LOCATION

(BLDG / ROOM)

TPM-2 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" -1 JAN / 223

2 DIVE / 132

PRESSURE ACTUATED TRAP PRIMER VALVE

FD-3 FLOOR DRAIN - HEAVY DUTY 3" 6" ROUND YES ELECTRONIC TRAP PRIMER MANIFOLD

WC-1 WATER CLOSET, ABA 1" - 2" 4" - 1.1 WALL MOUNTED17"

L-1 LAVATORY, WALL HUNG, ABA 1/2" 2" 0.35 -

S-1 SINK, SINGLE BOWL (25x18) 1/2" 2" 1.5 - STAINLESS STEEL, NOTE 4

S-2 SINK, SINGLE BOWL (18x18) 1/2" 2" 1.5 -

1/2"

1/2"

1/2"

1 1/2"

1 1/2"

1 1/2" STAINLESS STEEL

WALL MOUNTED, SENSOR FAUCET, NOTE 234"

UNDERMOUNT

UNDERMOUNT

S-3 SINK, DOUBLE BOWL UTILITY 1/2" 2" 1.5 -1/2" 1 1/2" 34"

0.5

MECH / 138

DWH-3 NATURAL GAS 120 0.5 240 120 124039 MECH / 138

TPM-4 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 1 SHIP STOR / 123 -

TPM-5 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 3 -

FLOOR MOUNTED

2 1/2"

TYP FOR FOUR CONNECTIONS

PROVIDED WITH INTERNAL HWRP; NOTE 1

TELECOM / 110

NOTES:

1. THE DOMESTIC WATER HEATER CONTROLS THE 2 SPEED INTERNAL HWRP, "LOW" OPERATION AT 0.5 GPM AND "HIGH" IS 4 GPM @ 24' HEAD.

PROVIDED WITH INTERNAL HWRP; NOTE 1

PROVIDED WITH INTERNAL HWRP; NOTE 1 TPM-6 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 2 -SHIPPING / 135

FCO FLOOR CLEAN OUT FULL SIZE ROUND - -

WCO WALL CLEAN OUT ROUND - -

TD-1 TRENCH DRAIN - HEAVY DUTY 3" TRAFFIC RATED NO BOAT REPAIR BUILDING

ELECTRONIC TRAP PRIMER MANIFOLD

SH-1 SHOWER 1/2" 3" 1.5 - NOTE 3

SH-2 SHOWER, ABA 1/2" 3" 1.5 - NOTE 3

MR-1 MOP RECEPTOR 1/2" 1/2" 3" 2.5 -

EWC-1 ELECTRIC WATER COOLER 1/2" - 2" 2" 0.13 -

FREEZE PROOF IN LOCKABLE RECESSED WALL BOXWH WALL HYDRANT 3/4" - - - - -

LOCATED IN MECHANICAL ROOMS AND BOAT REPAIRHB HOSE BIBB 3/4" - - - - -

1/2"

1/2"

1 1/2"

1 1/2"

1 1/2"

BI-LEVEL, EQUIPPED W/ BOTTLE FILLER

FLOOR

ABA

FLOOR

FLOOR

ESEW-1 EMERGENCY SHOWER/EYEWASH 1 1/4" 1 1/4" 1 1/2" 2" 20 - WALL MOUNTED; NOTE 5-

HS HOSE STATION 1/2" 1/2" - - - - -

FLOOR MOUNTED, MOLDED STONE

LOCATED AT FLOATING PIERHB-D HOSE BIBB - DOCK 3/4" - - - - - -

S-4 SINK, SINGLE BOWL UTILITY - BOAT REPAIR 1/2" 2" 1.51/2" 1 1/2" 34" FLOOR MOUNTED, MOLDED STONE

BFP-2 BRONZE BODY 10 BOAT REPAIR31"

MARK PUMP DESCRIPTION

SP-1 ELEVATOR SUMP PUMP

TYPE

SUMP

TOTAL HEAD

(FT WC)

50 20

PUMP SCHEDULE

CAPACITY

(GPM)

MIN. MOTOR

(HP)

VOLTAGE /

PHASE

120/1

NOTES:

1. SUMP PUMP TO BE EQUIPPED WITH HIGH LEVEL ALARMS AND OIL SENSOR.

REMARKS

NOTE 1ELEV / 120

LOCATION

(ROOM / #)

MARK DESIGN STATIC

PRESSURE (IN. WC.)

VMF-1 -1.0 75

VAPOR MITIGATION FAN SCHEDULE

DESIGN AIR FLOW

(CFM)

PIPE CONNECTION

(IN.)

MOTORVOLTAGE/

PHASE

6" ECM - SPEED CONTROLABLE120/1 EEB STOR/125

FAN LOCATION

(ROOM / #)

NOTES:

1. FAN SECTIONS ARE TO BE VERIFIED AS ADEQUATE AFTER FINAL TESTING HAS OCCURED.

NOTES

VMF-2 -1.0 75 6" ECM - SPEED CONTROLABLE120/1 OPERATION/133

VMF-3 -1.0 75 6" ECM - SPEED CONTROLABLE120/1 CORR/210A

MARK DESCRIPTION

AC-1 AIR COMPRESSOR RECIPROCATING - TANK MOUNTED

AIR COMPRESSOR SCHEDULE

TYPE MAX. FLOW OUTPUT

(ACFM)

PRESSURE OUTPUT

(PSI)

MIN. MOTOR

(HP)

VOLTAGE/

PHASE

NOTES

135 90 5 480/3

AIR RECEIVER

(GAL)

60 MECH/138

LOCATION

(ROOM / #)

NOTES:

1. RECEPTACLE PROVIDED BY DIVISION 26.

TPM-7 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 2 TELECOM/216 -

TPM-8 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 1 BOAT REPAIR -

TPM-9 PRESSURE ACTIVATED TRAP PRIMER 3/4" 4 ADMIN 130/131 -

TPM-10 PRESSURE ACTIVATED TRAP PRIMER 3/4" 1 MEN / 117 -

TPM-11 PRESSURE ACTIVATED TRAP PRIMER 3/4" 1 WMN 116 -

TPM-12 PRESSURE ACTIVATED TRAP PRIMER 3/4" 1 MEN / 225 -

TPM-13 PRESSURE ACTIVATED TRAP PRIMER 3/4" 1 WMN 224 -

FULL SIZE

VOLTAGE

WOB WATER OUTLET BOX 1/2" - - - - - -

AC-2 AIR COMPRESSOR RECIPROCATING - TANK MOUNTED 5.3 90 1.6 120/1 30 BOAT REPAIR NOTE 1

NOTE 1

NOTE 1

NOTE 1

TPM-14 ELECTRONIC TRAP PRIMER MANIFOLD 3/4" 1 SHIP STOR / 123 24 -

BFP-3 BRONZE BODY 1031" MECH / 138 MECH MAKE-UP

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