Amendment_0002_-_FuT_Plans.pdf

PDF 2 MB Posted Sep 20, 2018

Attached to: KC-46A Addition/Alteration to Bldg. 3209 for Fuselage Trainer Federal contract opportunity
Solicitation number: W912DS18B0019
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Amendment 0002 Plans

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Other files attached to KC-46A Addition/Alteration to Bldg. 3209 for Fuselage Trainer, newest first.
File	Type	Posted
Bid_Abstract-W912DS18B0019.pdf	PDF	Sep 25, 2018
Amendment_0003_-_KC46_Fuselage_Trainer_-_Plans.pdf	PDF	Sep 21, 2018
Amendment_0003_-_KC46_Fuselage_Trainer_-_Specs.pdf	PDF	Sep 21, 2018
W912DS18B0019-0003.pdf	PDF	Sep 21, 2018
W912DS18B0019-0002_Revised.pdf	PDF	Sep 20, 2018
Amendment_0002_-_FuT_Specs.pdf	PDF	Sep 20, 2018
W912DS18B0019-0002.pdf	PDF	Sep 20, 2018
W912DS18B0019-0001.pdf	PDF	Sep 7, 2018
Site_Visit_Sign-In_4_SEP_18_(Fus_Trainer,_Fuel_Hydrants,_Fac_for_Mx).pdf	PDF	Sep 7, 2018
Package_1_-_KC46_Fuselage_Trainer_-_Plans.pdf	PDF	Aug 24, 2018
Appendix_B_-_Geotechnical_Report.pdf	PDF	Aug 24, 2018
Package_3_-_KC46_Fuselage_Trainer_-_SID.pdf	PDF	Aug 24, 2018
W912DS18B0019.pdf	PDF	Aug 24, 2018
Package_4-_KC46_Fuselage_Trainer_-_FFE.pdf	PDF	Aug 24, 2018
Appendix_A_-_Bldg_3209_As-Builds.pdf	PDF	Aug 24, 2018
Package_2_-_KC46_Fuselage_Trainer_-_Specifications.pdf	PDF	Aug 24, 2018

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US Army Corps of Engineers ®

SHEET ID

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N E R

T #P

INDEX TO DRAWINGS

SHEET

NO.

SHEET TITLEID

MECHANICAL FLOOR PLAN

TIER 2 MECHANICAL PLANS

FUSELAGE TRAINER MECHANICAL PLAN

MECHANICAL SECTION VIEWS

MECHANICAL DETAILS

MECHANICAL SCHEDULES

CONTROLS LEGEND

MH100

MH101

MH102

M-301 M-501 M-502 M-503 M-601 M-602 M-800 M-801 M-802 M-803 M-804

MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND NOTES

E-002 ELECTRICAL NOTES

ED-101 TIER 2 ELEC DEMO PLAN

EL-101 TIER 2 LEVEL 1 LIGHTING PLAN

EL-102 FUSELAGE TRAINER LIGHTING PLAN

EL-103 COVERED STORAGE LIGHTING AND POWER FLOOR PLANS

EL-501 LIGHTING FIXTURE SCHEDULE

EL-502 LIGHITNG FIXTURE DETAILS -1

EL-503 LIGHITNG FIXTURE DETAILS -2

EL-504 LIGHTING CONTROL DETAILS

EP-101 TIER 2 POWER PLANS

EP-102 FUSELAGE TRAINER POWER PLAN

EP-501 ELECTRICAL SITE DETAILS

EP-502 ELECTRICAL DETAILS

EP-601 SINGLE LINE DIAGRAM

EP-602 PANELBOARD SCHEDULES -1

EP-603 PANELBOARD SCHEDULES -2

ET-001 TELECOMM SYMBOLS AND LEGEND

ET-101 TIER 2 LEVEL 1 COMM PLAN

ET-501 TELECOMM DETAILS

ET-601 TELECOMMUNICATION RISER DIAGRAM

INDEX TO DRAWINGS

SHEET

NO.

SHEET TITLEID

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 GROSS AND NET AREA CALCULATIONS

LIFE SAFETY

G-005 LIFE SAFETY PLAN

CIVIL

C-101 EXISTING CONDITIONS

C-102 DEMOLITION PLAN

C-103 SITE PLAN

C-104 EROSION + SEDIMENT CONTROL

C-201 STORM PROFILE

C-501 UTILITY DETAILS

C-502 SITE DETAIL

C-503 EROISON + SEDIMENT CONTROL DETAILS

C-701 STAGING AREA TRAFFIC CONTROL

STRUCTURAL

ARCHITECTURAL

A-101 FUSELAGE TRAINER SITE PLAN

A-102 FUSELAGE TRAINER PLAN

A-103 FUSELAGE TRAINER REFLECTED CEILING PLAN

A-104 TIER 2 L1 DEMO PLAN

A-105 TIER 2 L1 FLOOR PLAN

A-106 TIER 2 L1 REFLECTED CEILING PLAN

A-110 COVERED STORAGE FLOOR PLAN

A-111 COVERED STORAGE ROOF PLAN/ REFLECTED CEILING PLAN

A-201 BUILDING EXTERIOR ELEVATIONS

A-202 ENLARGED EXTERIOR ELEVATIONS

A-203 FUSELAGE TRAINER ELEVATIONS

A-210 COVERED STORAGE ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 TIER 2 SECTIONS

A-310 COVERED STORAGE SECTIONS

A-401 ENLARGED RESTROOM PLANS

A-402 COUNTER MILLWORK SECTIONS AND DETAILS

A-403 FUSELAGE TRAINER STAIRS

A-410 COVERED STORAGE DETAILS

A-501 CEILING DETAILS

A-601 PARTITION TYPES

A-602 PARTITION MISC DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-801 PERSPECTIVE VIEWS

A-802 EXISTING PHOTOS

A-803 EXISTING PHOTOS

INTERIORS

IN101 TIER 2 FIRST FLOOR FINISH PLAN

IN601 ROOM FINISH SCHEDULE

IF101 TIER 2 FIRST FLOOR FURNITURE PLAN

IG101 TIER 2 FIRST FLOOR SIGNAGE PLAN AND SCHEDULE

IG501 SIGNAGE DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS

F-101 FUSELAGE TRAINER FIRE PROTECTION PLAN

F-102 TIER 1 FIRE PROTECTION PLAN

F-103 TIER 2 FIRE PROTECTION PLAN

FA101 FUSELAGE TRAINER FIRE ALARM/MASS NOTIFICATION PLAN

FA102 TIER 1 FIRE ALARM PLAN

FA103 TIER 2 FIRE ALARM PLAN

FA501 ALARM OPERATIONAL MATRIX AND RISER DIAGRAMS

PLUMBING

P-001 LEGENDS AND ABBREVATIONS

PD-101 DEMOLITION PLAN

P-100 PLUMBING PLAN

P-101 TIER 2 FLOOR PLAN

P-102 FUSELAGE TRAINER

P-103 NATURAL GAS LINE

P-301 PLUMBING SECTION

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-600 SCHEDULES

P-901 ISOMETRIC VIEW

P-902 ISOMETRIC VIEW

P-903 PHOTOGRAPHS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD101 TIER 2 MECHANICAL DEMOLITION PLANS

S-001 S-110 S-120 S-130 S-200 S-301 S-311 S-312 S-401 S-801

STRUCTURAL GENERAL NOTES

COVERED STORAGE FOUNDATION PLAN

CONCRETE SLAB PLAN

ROOF FRAMING PLAN

COVERED STORAGE ELEVATION

COVERED STORAGE TYPICAL SECTIONS

FOUNDATION DETAILS

REINFORCEMENT DETAILS

FUSELAGE TRAINER STAIR DETAILS

PERSPECTIVE VIEWS

N G

S H

H E

/1 4/ e3enmrt3 Polygon

QS R

D1 S-301

C1 S-200

3 EQUAL SPACES

BETWEEN COLUMNS

EACH WAY (TYP.)26

29' - 1" 28' - 4" 30' - 3"

9" 1'

1' - 5" 1' - 5"

CONTROL JOINT (TYP,

UNO)

A1 S-301

A6 S-311

CONCRETE SIDEWALK ABOVE

EXPANSION JOINT EXPANSION JOINT F5

S-312

D1 S-312

1' - 7"

US Army Corps of Engineers ®

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S-120

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0 2' 8'4'

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

1. CONTINUE EXPANSION JOINTS THROUGH PERIMETER WALL BELOW

SLAB.

2. PROVIDE EXPANSION JOINTS IN PERIMETER WALL ABOVE JOINTS

FOR NEW FOOTINGS.

3. OUTDOOR STORAGE CANOPY STAIR IS A "DELEGATED ENGINEERING

SYSTEM" BY THE CONTRACTOR AS DEFINED IN SECTION 2-1.1.1 OF UFC

3-301-01. REFER TO ARCHITECTURE DRAWINGS FOR STAIR DETAILS.

1/4" = 1'-0"A1 CONCRETE SLAB PLAN

SHEET NOTES:

METAL ROLLER DECK NOT SHOWN FOR CLARITY.

QS R

TOP OF APRON

0' - 0"

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

HSS8X6X1/2 GIRT

HSS8X6X1/2 GIRT5/8" DIA. BRACE ROD

(TYP.) SEE NOTE 6

UNDERSIDE OF

BEAM

16' - 0"

HSS8X6X1/2 GIRT

(HIGH POINT)

12" CONCRETE

WALL

CONCRETE

FOOTING (TYP)

HSS COLUMN

(TYP)

8" CONCRETE

SLAB

FFE = 120.73

(SEE NOTE 5)

US Army Corps of Engineers ®

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3/16" = 1'-0"C1 COVERED STORAGE ELEVATION

1. TOP OF APRON SHOWN AT HIGH POINT OF EXISTING CONCRETE WITHIN THE FOOTPRINT OF THE

COVERED STORAGE SLAB. TOPS OF WALL, SLAB, AND METAL ROLLER DECK ELEVATIONS AS

SHOWN SHALL BE MEASURED FROM THE HIGH POINT. COVERED STORAGE SLAB SHALL BE LEVEL, WITH VARIATIONS IN WALL AND COLUMN ELEVATIONS IN ACCORDANCE WITH THE SLOPE OF THE

EXISTING CONCRETE. EXISTING SLOPE IS APPROXIMATELY 1%, TO BE VERIFIED BY THE

CONTRACTOR IN THE FIELD.

2. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL DETAILS.

3. SEE REMAINING STRUCTURAL PLANS FOR MEMBER SIZES, FOUNDATION DETAILS, AND OTHER

DIMENSIONS.

4. GIRTS CONNECTION TO BE DESIGNED TO SUSTAIN A MINIMUM VERTICAL SHEAR = 3 KIP, AND

HORIZONTAL SHEAR = 1.0 KIP

5. CONTRACTOR SHALL VERIFY THE FINISHED FLOOR ELEVATION BASED ON THE EXISTING

CONDITIONS OF THE CONCRETE APRON WHILE MAINTAINING A MINIMUM HEIGHT OF THE METAL

ROLLER DECK ABOVE THE APRON OF 3'-7".

6. BRACE RODS SHALL BE CONNECTED TO THE HSS COLUMNS ON THE EXTERIOR SIDE OF THE

EXTERIOR WALL PANEL.

E , B

I N G

A N

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0 8' 12'4'

SCALE: 3/16" = 1' - 0"

SHEET NOTES:

ROLLER DECK AND WALKWAY NOT SHOWN FOR CLARITY

7 - #10 Equally Spaced

C O

O M

O F

G S

" M

U M

0" T

ISOLATION JOINT (TYP.)

7' - 0"

SCHEDULE)

"A" (SEE BASEPLATE

TOP OF APRON/FOOTING

MINIMUM HEIGHT

TOP OF ROLLER

DECK

3' - 7"

3" T

#6 DOWEL AND EPOXY @ 18" O.C. TYP.

1' - 0"

R 0'

- 2

1/ 4"

#6 @ 18" O.C.E.W.

#6 @ 18" O.C.

9" T

15 MIL VAPOR

RETARDER

8" CONCRETE

SLAB

TYP.

0' - 2"

3 #4 @ 3" O.C. EACH CORNER TYP.

- 0

" T

YP.

NOTE: PLACE CORNER

REINFORCEMENT 1-1/2" FROM TOP

OF SLAB.

US Army Corps of Engineers ®

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SHEET NOTES:

1. SAW CUT EXISTING CONCRETE APRON TO ALLOW 1" ISOLATION JOINT AROUND EACH

FOOTING.

2. 3'-7" IS MINIMUM HEIGHT FROM BOTTOM OF WALL TO TOP OF METAL ROLLER DECK.

3. ANCHOR BOLTS FOR COLUMN BASEPLATES SHALL BE CAST IN PLACE INTO FOOTINGS.

4. DOWEL BARS FOR PERIMETER WALL OVER NEW CONCRETE SHALL BE CAST IN PLACE.

5. ANCHOR BOLTS, NUTS, AND BASEPLATE SHALL BE HOT-DIP GALVANIZED PER ASTM A123.

COVERED STORAGE BASE PLATE SCHEDULE

BASE PLATE

TYPE

"A":

LENGTH

"B"

WIDTH

"C"

HOLE

SPACING

"D"

HOLE

SPACING

"E"

THICKNESS

"F"

WELD

ANCHOR

ROD

TYPE 1 18" 14" 15" 11" 1" 1/4" 1"

BASE PLATE DETAIL

1.5".

ANCHOR ROD DETAIL

NOT TO SCALE

1-1/2"

NON-

SHRINK

GROUT

BASE PLATE

1/4

FILLET

WELD TO

BASEPLATEEXISTING APRON

PROVIDE REENTRANT CORNER

REINFORCEMENT IN SLAB

ADJACENT TO EACH COLUMN

0 2' 3'1'

SCALE: 3/4" = 1' - 0"

0 2' 3'1'

SCALE: 3/4" = 1' - 0"

0 2' 3'1'

SCALE: 3/4" = 1' - 0"

3/4" = 1'-0"D1

FOOTING AND COLUMN CONNECTION

DETAIL

3/4" = 1'-0"A1 FOUNDATION STEM WALL DETAIL

3/4" = 1'-0"A6

REENTRANT CORNER REINFORCEMENT

DETAIL

1" DIA HEADED

BOLT

N O

" M

1-1/16"

DIA HOLE

TOP OF

APRON/FOOTING

#5 @ 18"

SLAB REINFORCEMENT

CONST. JT.

3'-0" MIN

VARIES: 4' - 9" MAX

#5 @ 18" MAX (T

, U N

2" C

2" 0'

CL COLUMN

CL BASEPLATE

CL EXP. JT.

2' -0

" M

CONCRETE

WALKWAY

EXP.JT.

CONCRETE

SLAB

#5 (TYP)

1/8" MIN.- 1/4" MAX.SAWCUT SLAB

PROVIDE JOINT

SEALANT

AS REQUIRED

SAWCUT TYP.

SUBBASE PER SPECIFICATIONS

SUBGRADE PER SPECIFICATIONS

EXISTING SLAB TYP.

TOP OF CONCRETE

APRON (SLAB)

#6 @ 12" O.C.E.W.

SLAB REINF.

#6 EPOXY DOWELS

@ 12" O.C. INTO

EXISTING CONC. ALL

AROUND

1' - 0" 1' - 0"

0' - 0 1/2"

JOINT SEALER

PREFORMED EXPANSION

JOINT FILLER STRIP

8" CONCRETE

SLAB (TYP)

STRUCTURAL

FILL

REMOVABLE SAFETY

RAIL

1/2" X 10" PLATE

8" CONCRETE

SLAB

STRUCTURAL

FILL

L 6X6X1/2

1/2" X 8" STUDS

@ 2'-0" O.C. MAX

12" CONCRETE WALL

1/4" FILLET WELD BOTH

SIDES FULL HEIGHT OF

RAIL MOUNT TO 1/2" PLATE

1/4

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1 1/2" = 1'-0"A1 WALKWAY REINFORCEMENT

0 1' 2'1'

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

1" = 1'-0"D1 WALKWAY NEAR COLUMN

0 1' 2'1'

SCALE: 1" = 1' - 0"

WALL REINFORCEMENT NOT SHOWN FOR CLARITY

SLAB REINFORCEMENT NOT SHOWN FOR CLARITY

1 1/2" = 1'-0"F5 CONTROL JOINT DETAIL

3/4" = 1'-0"A5

DETAIL FOR REMOVAL AND

REPLACEMENT OF EXISTING CONCRETE

SLAB

1 1/2" = 1'-0"F8 EXPANSION JOINT DETAIL

0 1' 2'1'

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

SHEET NOTES:

1. CONTINUE EXPANSION JOINT THROUGH FULL DEPTH OF CONCRETE WALKWAY WHERE CAST

OVER 8" SLAB.

3" = 1'-0"C5 REMOVABLE RAILING

MID PLATFORM

6' - 8 5/8"

TOP PLATFORM

14' - 0"

HANGAR FLOOR

0' - 0"

F6 S-401

HSS 4x4x1/2

(TYP)

SE-17 SE-18 SE-19 SE-20 SE-21 SE-22 SE-23 SE-24

L4x4x1/2 BRACING (TYP

EACH SIDE, SEE NOTE 4) C-CHANNEL STRINGER

CL COLUMN SPACING

(TYP EACH STAIR)

SE-15

SE-16

SE-21SE-22SE-23SE-24

2' - 3"12' - 9"3' - 7"

TOP PLATFORM

14' - 0"

SE-15 SE-16

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1/4" = 1'-0"C1 STAIRCASE ELEVATION

1/4" = 1'-0"F1 STAIRWAY PLAN

1/4" = 1'-0"F6 STAIRCASE SECTION

1. STAIR COLUMNS ARE WELDED TO INSIDES OF C-CHANNEL STRINGERS.

2. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL STAIR INFORMATION.

3. METAL STAIRWAY ADJACENT TO COVERED STORAGE SLAB SHALL USE THE SAME

STRUCTURAL SUPPORTS AND ANCHORAGE AS SHOWN FOR FUSELAGE TRAINER

STAIRS.

4. BRACING SHALL BE PROVIDED ON ALL 4 SIDES OF HSS COLUMN ASSEMBLY.

BRACING IN THE SHORT DIRECTION SHALL CONNECT TO EXTERIOR FACES OF HSS

COLUMNS WHILE BRACING IN THE LONG DIRECTION, AS SHOWN, SHALL CONNECT TO

THE INTERIOR FACES.

E , B

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STAIRWAY COLUMN BASE PLATE SCHEDULE

BASE PLATE

TYPE

"A"

LENGTH

"B"

WIDTH

"C"

HOLE

SPACING

"D"

HOLE

SPACING

"E"

THICKNESS

ANCHOR

ROD

TYPE 1 10" 10" 7" 7" 1.25" 7/8"

BASE PLATE DETAIL

1.5".

ANCHOR ROD DETAIL

NOT TO SCALENOT TO SCALE

1-1/2" NON SHRINK

GROUT

BASE PLATE

1/4

FILLET

WELD TO

BASEPLATE

9" M

7/8" DIA ANCHOR ROD

ANCHOR ROD EPOXY:

HILTI HIT-RE 500 V3 OR

APPROVED EQUAL

0 2' 8'4'

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

0 2' 8'4'

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

0 2' 8'4'

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

3" = 1'-0"A1 STAIR COLUMN WELDING

3/16

FILLET

WELD TO

PLATE

3/16

FILLET

WELD TO

STRINGER STRINGER

HSS

L4x4x1/2

1/2" GUSSET

PLATE

0 6'' 9''3'' 12''

SCALE: 3" = 1' - 0"

SHEET NOTES:

FD FDFD

PLAN NORTH

A-203

1A1B1234567

TP1

A-210

A-301

A-105

A-110

A-102

NEW HANGAR DOOR

EXISTING OVERHEAD DOOR TO REMAIN

NEW 3'X'7'

DOOR NEW 22'W X 24'H OVERHEAD

COILING DOOR

(N) 10'-0" HIGH

CHAINLINK FENCE

ENCLOSURE W PRIVACY

SCREEN, TYP.

EGRESS ONLY

NEW 3'X7' DOOR

FUSELAGE TRAINER

C L

FUT CARGO DOOR

N.I.C

EGRESS ONLY

N.I.C

REFER TO CIVIL SITE PLAN FOR EXACT LOCATION

ON SITE.

OVERHEAD

COILING DOOR

N.I.C.

(E) TIER 1

(N) 10'-0" HIGH CHAINLINK

FENCE ENCLOSURE W

PRIVACY SCREEN, TYP.

N.I.C.

NEW 3'X7' DOOR

N.I.C.

(N) COVERED

OUTDOOR STORAGE

TIER 2

N.I.C.

CARD READER ACCESS

CARD READER

ACCESS

EXISTING HANGAR DOORS

CARD READER

ACCESS

EXISTING HANGAR DOORS

PEDESTRIAN WALKWAY FLOOR MARKING

NEW 10'-0" HIGH

CHAINLINK FENCE

ENCLOSURE W PRIVACY

SCREEN, TYP.

EGRESS ONLY

(NO ARCHITECTURAL WORK

IN THIS AREA, U.N.O.)

/5 A-802 (SEE PHOTO)

A-201

NEW WORKNEW WORK

20 21

EGRESS ONLY

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3/64" = 1'-0"1 FUSELAGE TRAINER SITE PLAN

/1 4/

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A-203

1A1B123456

A-301

A-202

REPAIR AND PATCH CONC.

AROUND (E) FLOOR DRAINS.

VERIFY LOCATION IN FIELD.

TIER 2 TIER 1

EGRESS ONLY

120D

120B

120A

" M

U M

FUSELAGE TRAINER

CARGO DOOR

2 1/4"2 1/4" 2 1/4" 2 1/4"

OVERHEAD DOOR

(E) ROLL-UP DOOR TO REMAIN

6' - 0"

PEDESTRIAN WALKWAY FLOOR MARKING

52'-0" WIDE NEW HANGAR DOOR

CLPEDESTRIAN WALKWAY FLOOR MARKING

C L C L

A-403

CARD READER

ACCESS

N.I.C.

CARD READER ACCESS

C L C

6" L2'

-0 " T

EXISTING HANGAR DOORS

'-6

" V

43'-1" VIF

12' - 1 1/2"

8' - 0"

(NO ARCHITECTUARL WORK

IN THIS AREA U.N.O.)

23' - 8 1/4"

2212 SF

FUSELAGE TRAINER

AREA

TRAINER MODULE FOOTPRINT FOR

REFERENCE ONLY. BY OTHERS.

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

TYP. 4" WIDE "SAFETY" YELLOW

PAINTED STRIPES

STAIR A

STAIR B

'-9

" V

60' - 0" 60' - 0" 23' - 4" 23' - 4" 23' - 4"30' - 0" 18' - 9" 18' - 9"

EXISTING HANGAR DOORS

120C

2'-0" TYP

BOLLARDS

CARD READER

ACCESS

NEW DRINKING

FOUNTAIN SELF SUPPORTING STEEL STAIR

CANE DETECTION RAIL BELOW 10'-0" HIGH CHANLINK

FENCE ENCLOSURE WITH

PRIVACY SCREEN

10'-0" HIGH CHANLINK

FENCE ENCLOSURE WITH

PRIVACY SCREEN

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF METAL SIDING, HANGAR

DOOR OR COLUMN CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE OF FINISHED

PARTITION OR CENTER LINE OF FENCE UNLESS NOTED OTHERWISE (U.N.O.)

2.REFER TO G-004 FOR GROSS AREA CALCULATIONS.

3. REFER TO CIVIL DRAWINGS FOR SITE IMPROVEMENTS, SITE BOLLARDS, AND

FINISH GRADE ELEVATIONS. REFER TO STRUCTURAL DRAWINGS AND

SPECIFICATIONS FOR NEW HANGAR DOOR PERFORMANCE CRITERIA, AND

OUTDOOR COVERED STORAGE STRUCTURE ND FOUNDATION PLANS. REFER TO

ELECTRICAL DRAWINGS FOR EXIT SIGNS.

4. REFER TO I SERIES DRAWINGS FOR INTERIOR FURNISHINGS AND INTERIOR

FINISH SCHEDULE.

DRAWING NOTES KEY PLAN

1. PROVIDE SURFACE MOUNTED STEEL BOLLARDS WITH CONCRETE FILL AT (N)

OVERHEAD DOOR / HANGAR DOOR. REFER TO CIVIL DRAWINGS C-502 FOR

STANDARD DETAILS. CONTRACTOR TO COORDINATE PLACEMENT OF THE

BOLLARDS WITH COR.

2. PROVIDE CHAINLINK FENCE POSTS AT 10'-0" O.C. MIN

3. REFER TO PLUMBING DRAWINGS FOR NEW EMERGENCY EYE WASH UNIT .

4. CLEAN EXISTING FLOOR BY REMOVING ALL DIRT, OILS, GREASE AND OTHER

CONTAMINANTS FROM SURFACE USING ALKALINE BASED CLEANING SOLUTION BY

MANUF RECOMMMENDATIONS PRIOR TO APPLYING NEW 4" WIDE EPOXY STRIPING -

10-20 MIL THICKNESS.

5. CANE DETECTION RAIL ASSEMBLY - PAINT TO MATCH STAIR STEEL.

6. PRIVACY SCREEN - PROVIDE FENCE SCREEN 400 SERIES 100% BLOCKAGE

EXTREME BLOCK VINYL COLOR GRAY OR APPROVED EQUAL.

PLAN NORTH

TYPICAL SYMBOL

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE

INDICATES ROOM NAME AND NUMBER SYMBOL

ROOM NAME

150 SF

101 101

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-102

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

100% SUBMISSION

G E

N E R

T #P

1" = 10'-0"2 FUSELAGE TRAINER PLAN

1" = 10'-0"1

EXISTING HANGER DOOR IN CLOSED

POSITION

R ev is io n

D at e

GENERAL

1. THESE NOTES ARE GENERAL AND NOT INTENDED TO BE WHOLLY INCLUSIVE.

REMOVE ALL EXISTING CONDITIONS TO THE NOTED EXTENT.

2. REFER TO ORIGINAL AS-BUILTS BEFORE DEMOLITION OF CMU PARTITIONS AND

MEP EQUIPMENTS.

DRAWING NOTES

1. DASHED LINES DENOTE EXISTING TO BE REMOVED.

2. THIS PLAN IS REFERENCE ONLY. THE GOVERNMENT DOES NOT GUARANTEE

ACCURACY OF THE EXISTING CONDITION.

3. FOR REMOVAL OF PLUMBING ITEMS SEE PLUMBING DRAWINGS.

4.FOR REMOVAL OF MECHANICAL ITEMS SEE MECHANICAL DRAWINGS.

5. FOR REMOVAL OF ELECTRICAL ITEMS SEE ELECTRICAL DRAWINGS.

6. FOR REMOVAL OF PFIRE PROTECTION ITEMS SEE FIRE PROTECTION DRAWINGS.

7. REMOVE PORTION OF EXTERIOR WALLS AT HANGAR BAY (AT GRIDLINES 1

BETWEEN J AND K) TO INSTALL DOORS 120C & 120D.

KEY PLAN

PLAN NORTH

TP1

CONTRACTOR TO REMOVE ALL EXISTING

FLOOR FINISHES AND EXISTING WALL

MOUNTED EQUIPMENT AND ACCESSORIES

IN TIER 2 LEVEL 1. PATCH DAMAGE DUE TO

DEMOLITION AND PREPARE FLOORS AND

WALLS TO RECEIVE NEW FINISHES WHERE

REQUIRED.

3 3

1 1

N.I.C.

(E) CHEVRON BRACING, TYP.

G D

O O

R O

G D

O O

R O

2 2

(E) CMU WALL DEMOLITION LEGEND

REMOVE EXISTING PARTITION

REMOVE EXISTING DOOR AND FRAME

REMOVE EXISTING PLUMBING FIXTURE

REMOVE EXISTING BATHROOM STALL ASSEMBLY

5 REMOVE EXISTING C.M.U. WALL

6 REMOVE EXISTING COUNTER

REMOVE EXISTING EYEWASH7

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-104

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

100% SUBMISSION

G E

N E R

T #P

R ev is io n

D at

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF METAL SIDING, HANGAR

DOOR OR COLUMN CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE OF FINISHED

PARTITION OR CENTER LINE OF FENCE UNLESS NOTED OTHERWISE (U.N.O.)

2.REFER TO G-004 FOR GROSS AREA CALCULATIONS.

3. REFER TO CIVIL DRAWINGS FOR SITE IMPROVEMENTS, SITE BOLLARDS, AND

FINISH GRADE ELEVATIONS. REFER TO STRUCTURAL DRAWINGS AND

SPECIFICATIONS FOR NEW HANGAR DOOR PERFORMANCE CRITERIA, AND

OUTDOOR COVERED STORAGE STRUCTURE ND FOUNDATION PLANS. REFER TO

ELECTRICAL DRAWINGS FOR EXIT SIGNS.

4. REFER TO I SERIES DRAWINGS FOR INTERIOR FURNISHINGS AND INTERIOR

FINISH SCHEDULE.

DRAWING NOTES KEY PLAN

1. FOR TIER 2 INTERIOR PARTITION TYPE CO1, SEE STRUCTURAL SHEET S-001 VII &

VIII FOR STRUCTURAL PERFORMANCE REQUIREMENTS.

PROVIDE MIN STC RATING OF 44 FOR INTERIOR PARTITION TYPE CO1 AT

CLASSROOMS, BRIEFING ROOMS AND OFFICES.

PROVIDE MIN CAC RATING OF 35 / NRC 0.7 FOR CEILING AT CLASSROOMS, BRIEFING

ROOMS, OFFICES AND BREAKROOM/CORRIDORS.

2. PROVIDE CONTROL JOINTS (CJ) AS INDICATED IN PLAN. REFER TO A-602 FOR

DETAILS AND NOTES.

PLAN NORTH

TP1

501 SF

CLASS RM /CBT

138 SF

BRIEFING 1

70 SF

ELEC RM

82 SF

EXISTING

ELEVATOR

166 SF

EXISTING

MECH RM

90 SF

WOMENS

RESTROOM

23 SF

JAN CLO

144 SF

MENS

RESTROOM

216 SF

EXISTING

STAIRS

113 SF

COMM ROOM

242 SF

INST. OFFICE

186 SF

MAINT OFFICE

264 SF

GEN / CIRC

101B

A-302

A-401

A-302

101A

105C01

C01

F02

C01

CA1

C01

CA1

A01

F03 A01

F02

F02 F02

F02

A01

111A 111B

110B

110A

50 SF

EXISTING

SPRINKLER

RISER

CA1

C01

F02

C01

F02

C01

12' - 5" 5' - 0" 5' - 0" 11' - 1"

3/ 4"

8" 8'

118 66 SF

GEN / CIRC

101A

40 SF

UNISEX

ACCESSIBLE

SHOWER

F03

(E)CHEVRON BRACING, TYP.

F02

283 SF

GEN / CIRC

101D

152 SF

BREAK ROOM

358 SF

CL CREW

OFFICE

A-602 3F02

30' - 0" 30' - 0"

60' - 0"

5' - 0"

3' - 6

101B

101C 101D

C01

NEW CHAINLINK FENCE

NEW CHAIN LINK FENCE

(E) CHEVRON BRACING, TYP.

137 SF

BRIEFING 2

) 1 2'

X2 4'

D O

O R

) 1 2'

X2 4'

D O

O R

O M

H E

A01

FILL IN TO MATCH EXISTING. NEW WATER FOUNTAIN

CA1

C01

F03

CJCJ

TYPICAL SYMBOL

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE

INDICATES ROOM NAME AND NUMBER SYMBOL

ROOM NAME

150 SF

101 101

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-105

O O

R P

L A N

C G

E D

U R

B M

D L)

Y O

R K

, N

O R

K, N

2 7

D es ig ne r

Au th or

C he ck er

G U

2D S-

-B

-0

-X

100% SUBMISSION

G E

N E R

T #P

3/16" = 1'-0"1 TIER 2 FIRST FLOOR PLAN

ROOM SCHEDULE

NUMBER NAME AREA COMMENTS

101A GEN / CIRC 66 SF

101B GEN / CIRC 264 SF

101C GEN / CIRC 121 SF

101D GEN / CIRC 283 SF

102 BRIEFING 1 138 SF

103 BRIEFING 2 137 SF

104 ELEC RM 70 SF

105 EXISTING SPRINKLER

RISER

50 SF N.I.C.

106 EXISTING ELEVATOR 82 SF N.I.C.

107 EXISTING MECH RM 166 SF

108 WOMENS RESTROOM 90 SF

109 UNISEX ACCESSIBLE

SHOWER

40 SF

110 CL CREW OFFICE 358 SF

111 CLASS RM /CBT 501 SF

112 MAINT OFFICE 186 SF

113 INST. OFFICE 242 SF

114 COMM ROOM 113 SF

115 EXISTING STAIRS 216 SF N.I.C.

116 MENS RESTROOM 144 SF

117 BREAK ROOM 152 SF

118 JAN CLO 23 SF

120 FUSELAGE TRAINER

AREA

2212 SF See sheet A-105

130 COVERED STORAGE

AREA

2772 SF See sheet A-110 1 R ev is io n

D at

PLAN NORTH

1. PROVIDE TWO NEW URINAL FIXTURES, AND COLD WATER AND SANITARY LINE.

2. PROVIDE THREE NEW WATER CLOSETS AND CW LINE. CONNECT TO EXISTING.

3. PROVIDE NEW SERVICE SINK AND CW, HW AND SANITARY LINE.

4. PROVIDE ONE NEW ADA APPROVED SHOWER AND NEW CW, HW AND SANITARY LINE. PROVIDE

NEW SHOWER DRAIN AND FLOOR CLEAN OUT.

5. PROVIDE NEW LAVATORIES AND CW AND HW LINE AND SANITARY LINE

6. PROVIDE NEW KITCHEN SINK AND CW, HW AND SANITARY LINES.

7. PROVIDE NEW GAS FIRED HOT WATER HEATER AND REQUIRED CONNECTIONS. REFER TO HOT

WATER HEATER SCHEDULE FOR REQUIRED CAPACITY AND CONNECTION SIZES. ROUTE FLUE

EXHAUST THROUGH THE ROOF.

8. NATURAL GAS LINE: TAP INTO EXISTING NATURAL GAS LINE LOCATED ABOVE THE TIER 2.

CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE NATURAL GAS LINE BEFORE ANY

CONSTRUCTION.

9. PROVIDE CONDENSATE DRAIN PIPE CONNECTION. SLOPE 1/8" PER FOOT.SEE MECHANICAL PLAN

FOR MORE DETAIL.

10. PROVIDE CONDENSATE PUMP AND ROUTE 3/8'' DIA CD AFF. SEE MECHANICAL FOR MORE DETAIL.

11. PROVIDE DRINKING WATER FOUNTAIN AND REQUIRED NEW CW AND SANITARY LINE.

12. PROVIDE REQUIRED CW LINE FOR BOTTLE FILLER TYPE DRINKING FOUNTAIN.

KEYNOTES:

A. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EQUIPMENT,

FIXTURES AND LOCATION OF THE EXISTING PIPING BEFORE ANY WORK.

B. PATCH HOLES IN WALLS, CEILINGS, AND FLOORS FROM REMOVED PIPING,

FIXTURES AND EQUIPMENTS.

C. REFER TO ARCHITECT DRAWINGS FOR EXACT PLACEMENT OF THE FIXTURE UNITS.

D. EXISTING PIPING ARE APPROXIMATED AND THE DRAWING DO NOT ATTEMPT TO SHOW

EXACT LOCATION OF THE DETAILS OF THE PIPING.

E. REFER TO PLUMBING FIXTURE SCHEDULE FOR REQUIRED CONNECTION SIZES.

F. PROVIDE SHUT OFF VALVE (ISO-V) AT EACH BRANCH PIPING SERVING INDIVIDUAL FIXTURE

FOR HW AND CW PIPES.

GENERAL NOTES

2"ø

LAV-1

WC-1 WC-2

SS-1

UR-1

LAV-1

4"ø

3" SS CAPPED

2 2 2

UR-1

KC-1

WC-2

3/8"ø

CP-19

4'' SS

3" SS

VENT STACK

4"ø

2"ø

3"ø

3/4"ø

3/4"ø CD 4"ø

4"ø

4" CO 3" CO

MENS RESTROOM

EXISTING MECH

EXISTING

ELEVATOR

EXISTING

SPRINKLER RISER

WOMENS

RESTROOM

UNISEX

ACCESSIBLE

SHOWER

GEN / CIRC

101D

JAN CLO

GEN / CIRC

101A

BREAK ROOM

1/2"ø CW 1/2"ø

3/4"ø

1"ø

3/4"ø

1/2"ø CW1/2"ø

1"ø

1/2"ø

1"ø

SS-1

LAV-1

WC-2

UR-1

WC-1

LAV-1

WH-1

SH-1

KC-1

1/2"ø

INCOMING 2" CW LINE

1/2"ø

3/4"ø

WC-2

UR-1

2 2 2

1 1

2"ø

1/2"ø

1" CW

2" CW

C1 P-301

1/2"ø

WHA

3/4"ø

MENS RESTROOM

EXISTING MECH

EXISTING

ELEVATOR

EXISTING

SPRINKLER RISER

WOMENS

RESTROOM

UNISEX

ACCESSIBLE

SHOWER

GEN / CIRC

101D

JAN CLO

GEN / CIRC

101A

BREAK ROOM

US Army Corps of Engineers ®

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

D R

G C

C O

M M

C R

O N

P-101

R P

C G

E D

U R

B M

D L)

Y O

R K

Z A , N

O R

K, N

Y, C O

R N

S C

Y, S

D es ig ne r

Au th or

C he ck er

M M

M Y

-X

G E

N E R

T #P

1/4" = 1'-0"A1 PLUMBING -SANITARY

1/4" = 1'-0"D1 PLUMBING -DOMESTIC WATER

0 2' 8'4'

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

0 2' 8'4'

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

SH-1

C5 P-301

AC-1 BA-1

-1

UC-1

3/4"ø BA 1/2"ø

1/ 2" ø C

1/2"ø

PLAN NORTH

1 PROVIDE UTILITY AIR COMPRESSOR AND BREATHING AIR (BA) SYSTEM. SEE DETAILS. BA

REGULATOR SHALL BE UNDER THE FUSELAGE TRAINER'S STAIRWELL AS INDICATED

BREATHING AIR FOR THE FUSELAGE TRAINER SHALL BE PIPE TO A 1/4" NPT THREADED.

COORDINATE WTH FLIGHT SAFETY FOR EXACT LOCATION OF BREATHING AIR SYSTEM.

2 PROVIDE PORTABLE EMERGENCY EYEWASH. SEE SCHEDULE FOR DETAILS AND COORDINATE

WITH FLIGHT SAFETY FOR THE EXACT LOCATION.

3. PROVIDE COMPRESSOR REGULATOR AS INDICATED.

4. ROUTE DRAIN PIPING TO NEAREST FLOOR DRAIN.

5. PROVIDE CA PIPING SUPPORT AS REQUIRED.

6. ROUTE BA AND CA PIPING UNDER THE FUSEALGE TRAINER AND PROVIDE SUPPORT AS REQUIRED.

SEE DETAILA P-501-A/7

7. UTILITY COMPRESSOR, PIPING, REGULATOR AND REQUIRED FITTINGS ARE TO BE PROVIDED BY

CONTRACTOR AS PART OF THIS CONTRACT. THOSE WILL BE INSTALLED BY OWNER AFTER

FUSELAGE TRAINER EQUIPMENT INSTALLATION.

KEYED NOTES

A. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EQUIPMENT,

FIXTURES AND LOCATION OF THE EXISTING PIPING BEFORE ANY WORK.

B. PATCH HOLES IN WALLS, CEILINGS, AND FLOORS FROM REMOVED PIPING,

FIXTURES AND EQUIPMENTS.

C. EXISTING PIPING ARE APPROXIMATED AND THE DRAWING DO NOT ATTEMPT TO SHOW

EXACT LOCATION OF THE DETAILS OF THE PIPING.

D. PROVIDE SHUT OFF VALVE (ISO-V) AT EACH BRANCH PIPING SERVING INDIVIDUAL UNIT.

GENERAL NOTES

US Army Corps of Engineers ®

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

P-102

E R

C G

E D

U R

B M

D L)

Y O

R K

Z A , N

O R

K, N

Y, C O

R N

S C

Y, S

D es ig ne r

Au th or

C he ck er

M M

M Y

-X

G E

N E R

T #P

E C

O M

E S

S, P

G , R

R S

F I T

G S

1/8" = 1'-0"A1 FUSELAGE TRAINER

0 4' 16'8'

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

SYMBOL DESCRIPTION FLOW RATE CONNECTION SIZE

C.W HW WASTE VENT TRAP

SH-1

KC-1

LAV-1

WC-1

SS-1

WC-2

UR-1

SHOWER (ADA)

KITCHEN SINK

LAVATORY

FLOOR MOUNTED

WATER CLOSET

SERVICE SINK

FLOOR MOUNTED

WATER CLOSET (ADA)

WALL MOUNTED

URINAL

2.5 GPM

1.5 GPM

0.5 GPM

1.28 GPF

2.5 GPM

1.28 GPF

0.5 GPF

3/4" 3/4" 2" 2"

1/2"

N/A

1/2"

3/4"

N/A

2" INT

4" INT

INT4"

1 1/4"

PLUMBING FIXTURE SCHEDULE

NOTE

1. REUSE THE EXISTING VENT

2. REFER TO ARCH PLANS FOR MOUNTING HEIGHT.

NOTES

ADA SINGLE BOWL SS KITCHEN SINK, 20 GAUGE

STAINLESS STEEL. SINK: ASME A112.19.3 FAUCET:

ASME A112.18.1, CSA B125.1 LEAD FREE

CODE COMPLIANCE-ADA, MAS, TAS. SHALL HAVE FOLDING

SHOWER SEAT, GRAB BARS, SHOWER ROD AND CURTAIN,

PBV WITH HANDHELD SHOWER AND SLIDE BAR. SURFACE

MOUNT STAINLESS SOAP DISH. DRAIN LOCATION,

TEXTURED SLIP-RESISTANT FLOOR 36" x 36"

FLOOR MOUNTED FLUSHOMETER VALVE

TOILET. ELONGATED BOWL

FLOOR MOUNTED FLUSHOMETER VALVE

TOILET. ELONGATED BOWL, SENSOR OPERATED

INSTALL WITH WATERSENSE-COMPLAINT FLUSHOMETER

AND INTEGRAL TRAP. HIGH EFFICIENCY URINAL,

VIRTUAL CHINA

EEW EMERGENCY EYE WASH 3 GPM PORTABLE EYE WASH, ANSI Z358.1 AND UPC.

SELF CONTAINED EYEWASH/DRANCH HOSE UNITS.

BOD: GUARDIAN

COUNTERTOP

WHA WATER HAMMER ARRESTER PISTON TYPE, SHALL BE INSTALLED BEHIND ACCESS

PANEL. SIZE SHALL BE SELECTED BY CONTRACTOR IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATION

SD SHOWER DRAIN N/A N/A 2" 3" 2" HEAVY DUTY, CAST IRON BODY, FLASHING COLLAR,

ADJUSTABLE TOP, NICKEL BRONZE ROUND STRAINER

N/A

WALL MOUNTED, WITH RIM GUARD, ASME A112.19.1/CSA

B45.2

DF-1 DRINKING FOUNTAIN 3/8" N/A 1' 1/4" 4" INT 14 GUAGE TYPE 304 SS.HI LOW DESIGN. 100% LEAD FREE, ADA COMPLAIN, CSA CERTIFIED. INTERGRAL TRAP.

BARRIER FREE DUAL WALL MOUNTAIN FOUNTAIN WITH

BOTTLE FILLER

N/A

SYMBOL FLOW RATE

WH-1

NATURAL GAS WATER HEATER

78 GPH

WATER INLET

TEMP (DEG F)

WATER OUTLET

TEMP (DEG F)

TEMP RISE

81,900 40 140 100

CAPACITY

(BTU/HR)

INPUT

POWER

SOURCE

STORAGE

CAPACITY

75 GAL

BASIS OF DESIGN ONLY

BRADFORD WHITE WH

MIN EF WITH

70 DEG F DELTA

TEMP

0.80

SYMBOL TANK VOLUME

(GAL)

MAX RATED

PSIG

ET 150

MAX RATED

TEMP (DEG F)

NOTE

PRECHARGED, SHALL CONFORM TO ASME CODE VIII, DIV.1, BLADDER TYPE,

REMOVABLE FOR INSPECTION

EXPANSION TANK

SYMBOL MIN

CAPACITY

(CFM)

MAX EQUIP

PSIG

AC-1

TANK STORAGE

CAPACITY

(GALLON)

NOTELOCATION ELEC INPUT

(V/PH/HZ)

MOTOR

(HP)

AD-1

BA-1

UNDER FUT

0.83 115/1/60 1, 5

120/1/60

1, 2, 145

1, 3, 4

NOTES

1. MOUNT UNIT ON 4 INCH THICK HOUSEKEEPING PAD WITH NEOPRENE PAD

2. PURE, DRY AND FREE OF OIL.,AIR COOLED AND DRIED, 1 OR 2 STAGE, AND RECIPROCATING TYPE

3. GRADE D STANDARDS-ANSI/COMPRESSED GAS ASSOCIATION COMMODITY SPECIFICATION FOR AIR, G-7.1-1989

4. SHALL BE PIPED TO 1/4" FEMALE THREADED AT SERVING END

5. REFRIGERATED AIR DRYER

BOD: ATLAS COPCO

120 10.0 460/3/60

SERVING

FUT

BREATHING AIR SYSTEM

UTILITY AIR COMPRESSOR

SYMBOL LOCATION MAX EQUIP

PSIG

CAPACITY

UC-1 RIGHT SIDE

OF FUT

UNDER FUT 145 10 CFM

NOTES

1. COOLED AND DRIED, RECIPROCATING TYPE WITH LOW NOISE LEVEL.

2. PROVIDE FILTRATION AND MOISTURE SEPARATOR TO ENSURE CLEAN DRY AIR.

3. MOUNT UNIT ON 4 INCH THICK HOUSEKEEPING PAD WITH NEOPRENE PAD

4. BOD: EASTWOOD

ELEC INPUT

(V/PH/HZ)

MOTOR

(HP)

TANK STORAGE

CAPACITY

(GALLON)

MIN 30 3.3 220-240/1/60 1,2,3,4

ENTERING

AIR PSIG

DESCRIPTION

AIR COMPRESSOR

AIR DRYER

BREATHING AIR

PURIFIER

DESCRIPTION

UTILITY AIR

COMPRESSOR

SERVING

FUT N/A

N/AN/A

N/A

SYMBOL

CP-1

CONDENSATE PUMP

1.6

FLOW RATE

(GPM)

120-230/1/60

V/PH/HZSTORAGE

CAPACITY

1 GAL

BASIS OF DESIGN ONLYMAX LIFT

HEIGHT (FEET)

22 CLEARVUE

US Army Corps of Engineers ®

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

C:\Users\e3endtk9\Documents\FUSE-Plumbing Centrall_e3endtk9.rvt

9/19/2018 1:22:45 PM

P-600

L E S

C G

E D

U R

B M

D L)

Y O

R K

Z A , N

O R

K, N

Y, C O

R N

S C

Y, S

D es ig ne r

Au th or

C he ck er

M M

M Y

-X

G E

N E R

T #P

Pr ov id e bo ttl e fil le r t y p e

LAV-1

UR-1

SS-1

SH-1

WC-2

WC-1

WH-1

UR-1

1/2"ø

1"ø

1/2"ø

3/4"ø

3/4"ø CW1/2"ø

3/4"ø

LAV-1

KC-1

LAV-1

2"ø

1/2"ø

WHA

1/2"ø

3/4"ø

3/4"øHW

2"øCW

DF-1

2"ø

EXISTING INCOMING LINE

3/8"øCW

2"øCW

3/4"øHW

3/4"øCW

LAV-1

WC-1

WC-2

KC-1 UR-1

UR-1 LAV-1

SS-1

VTR

2" ø

4"ø

3"ø

2" ø

4"øSS

3"øSS

2" ø

4"ø

3"ø

3"ø V

4"ø V

4"ø

3"ø

3" ø V

3/8"ø

3/ 4" ø C

3/4"ø

3"ø

2"ø

CP-1

SEE MECH. FOR

CONNECTION

SEE MECH. PLAN

FOR CONNECTION

DF-1

1 1/4"ø

US Army Corps of Engineers ®

SHEET

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

P-901

C G

E D

U R

B M

D L)

Y O

R K

Z A , N

O R

K, N

Y, C O

R N

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Y, S

D es ig ne r

Au th or

C he ck er

M M

M Y

-X

G E

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A1 PLUMBING ISOMETRIC-DOMESTIC WATER A6 PLUMBING ISOMETRIC-SANITARY

D R

G C

C O

M M

C R

O N

/1 9/ e3enmrt3 Polygon

Sheets

S-001 - STRUCTURAL GENERAL NOTES

FUSE-DMMA-CF_E3ENDHHC - Sheet - A-104 - TIER 2 L1 DEMO PLAN.PDF

Sheets

A-104 - TIER 2 L1 DEMO PLAN

FUSE-DMMA-CF_E3ENDHHC - Sheet - A-105 - TIER 2 L1 FLOOR PLAN.PDF

Sheets

A-105 - TIER 2 L1 FLOOR PLAN

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-901 - ISOMETRIC VIEW.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-600 - SCHEDULES.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-102 - FUSELAGE TRAINER.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-101 - TIER 2 FLOOR PLAN.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-901 - ISOMETRIC VIEW.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-600 - SCHEDULES.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-102 - FUSELAGE TRAINER.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

FUSE-Plumbing Centrall_e3endtk9 - Sheet - P-101 - TIER 2 FLOOR PLAN.pdf

Sheets

P-101 - TIER 2 FLOOR PLAN

P-102 - FUSELAGE TRAINER

P-600 - SCHEDULES

P-901 - ISOMETRIC VIEW

File details come from the government source that posted it.