W912QR20R0027_Plans-0002.pdf

PDF 6 MB Posted Sep 8, 2020

Attached to: Ft McCoy Training Barracks
Solicitation number: W912QR20R0027
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for design/build construction services for Transient Training Barracks at Fort McCoy, Wisconsin. The estimated construction cost is between $10-25 million. The NAICS code is 236220 and size determination is $39.5 million. This is a full and open procurement requiring a 10% HUBZone price evaluation. No contract award will be made until funds are appropriated. Technical inquiries must be submitted through ProjNet. Bids are due by the response date listed in ProjNet. The Army Corps of Engineers is the contracting agency.

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Other files

File	Type	Posted
W912QR20R0027_Plans_Replaced-0003.pdf	PDF	Sep 15, 2020
W912QR20R0027_Specs-0003 .pdf	PDF	Sep 14, 2020
W912QR20R0027_Plans-0003.pdf	PDF	Sep 14, 2020
W912QR20R0027-0002 .pdf	PDF	Sep 9, 2020
W912QR20R0027-0001.pdf	PDF	Sep 2, 2020
W912QR20R0027_Specs_Vol2-0000.pdf	PDF	Aug 7, 2020
W912QR20R0027_Specs_Vol1-0000.pdf	PDF	Aug 7, 2020
W912QR20R0027_Plans-0000.pdf	PDF	Aug 7, 2020

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BEARING ELEV.

48'-0"

4.8 5 5.2 6 7

A-311

3 4

1ST FLOOR

2ND FLOOR

12'-0"

3RD FLOOR

24'-0"

4TH FLOOR

36'-0"

BEARING ELEV.

48'-0"

4.8 5 5.2 6 7 82 3 4

1ST FLOOR

2ND FLOOR

12'-0"

3RD FLOOR

24'-0"

4TH FLOOR

36'-0"

BEARING ELEV.

48'-0"

14.855.267

A-312

A-511

A-521

US Army Corps of Engineers ®

SHEET ID

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ER1/8" = 1'-0"A-111

1 BUILDING CROSS SECTION 1

1/8" = 1'-0"A-111

2 BUILDING CROSS SECTION 2

1/8" = 1'-0"A-111

3 BUILDING CROSS SECTION 3

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

TOF

-4'-0"

PREFINISHED

OPEN-FACED METAL

DOWNSPOUT (X4) TO

CONCRETE SPLASH

BLOCK

CONCRETE

SPLASH BLOCK

6" CAPILARY WATER BREAK

REINFORCED CONCRETE

SLAB, COORDINATE WITH

STRUCTURAL

15 MIL VAPOR BARRIER

FOAM SILL SEAL

RUBBER BASE BOARD

GYPSUM BOARD, TYPE-X,

5/8"

6" METAL STUD

SOLID SURFACE SILL

COORDINATE WITH

INTERIOR DRAWINGS

5/8 GYP. BOARD BEYOND

THROUGH WALL FLASHING

WITH WEEP VENTS @ 24" O.C.

RIGID INSULATION

GROUT SOLID AS SHOWN

WINDOW UNIT

SILL FLASHING

CAST STONE SILL

3" RIGID INSULATION

4" SPRAY POLYURETHANE

FOAM (SPF) ALL EXTERIOR

WALLS, TYP.

TWO (2) COURSES OF 4"

CMU, GROUTED SOLID

MASONRY TIE

2" RIGID INSULATION ( MIN. R-10 )

MASONRY VENEER GLASS MAT

GYPSUM

SHEATHING, 1/2"

AIR SPACE

MINIMUM, TYP.

GRAVEL BACK FILL

REINFORCED CONCRETE FOOTING &

STEM WALL FOUNDATION,

CORRDINATE WITH STRUCT.

FLUID-APPLIED OR

SELF-ADHERING IN WALL

ON SHEATING

(AIR/VAPOR BARRIER)

MORTAR NET

MININUM OF 4" BETWEEN

BOTTOM OF WEEP AND

FINISHED GRADE

BEARING ELEV.

48'-0"

WEEP

THROUGH WALL FLASHING

WITH WEEP VENTS @ 24" O.C.

ACOUSTICAL CEILING

TILE (A.C.T.)

4" SPRAY POLYURETHANE

FOAM (SPF) ALL EXTERIOR

WALLS, TYP

PREFINISHED

OPEN-FACED METAL

DOWNSPOUT (X4) TO

CONCRETE SPLASH

BLOCK

UTILITY BRICK SOLDIER

COURSE (X2)

WINDOW UNIT

MASONRY TIE

MASONRY VENEER

AIR SPACE

MINIMUM, TYP.

3" RIGID

INSULATION

GYPSUM BOARD,

TYPE-X, 5/8"

6" METAL STUD

GLASS MAT

GYPSUM

SHEATHING, 1/2"

2 1/2" METAL STUD @ 24" O.C.

SPRAY POLYURETHANE FOAM

(SPF) ALL EXTERIOR BEAMS, TYP

METAL DECK, COORDINATE

WITH STRUCT. DWGS.

STEEL STRUCTURE,

SEE STRUCT. DWGS.

GLASS MAT

GYPSUM

SHEATHING, 1/2"

STEEL 'C' BRAKE METAL SHAPE / BENT

PLATE. COORDINATE WITH STRUCT.

DWGS.

STEEL STRUCTURE,

SEE STRUCT. DWGS.

A-521

METAL DECK, SEE STRUCT. DWGS

6" RIGID INSULATION

SHEATHING

STANDING SEAM METAL

ROOFING

SIM.

OPPS HAND

FLUID-APPLIED OR

SELF-ADHERING IN WALL

ON SHEATING

(AIR/VAPOR BARRIER)

SNOW GUARDS3

CONT. BENT METAL

PLATE

HEAVY DASHED LINE INDICATES SELF-HEALING

AND SELF-ADHERING MEMBRANE OR BUILDING

WRAP ON METAL DECK AS AIR/VAPOR BARRIER

LT. GA. MTL. SOFFIT

FRAMING

GLASS MAT GYPSUM

SHEATHING, 1/2"

STEEL BEAM, COORDINATE

WITH STRUCTURAL

FLOOR DECK, COORDINATE

WITH STRUCTURAL

4" SPRAY POLYURETHANE

FOAM (SPF) ALL EXTERIOR

WALLS, TYP

BASE BOARD, COORDINATE

WITH INTERIOR DRAWINGS

AIR SPACE

CAST STONE SILL

CONTINUOUS STEEL RELIEVING

ANGLE. COORDINATE WITH

STRUCTURAL OCCURS AT 3RD

AND 4TH FLOORS ONLY

WINDOW UNIT

5/8" GYP. BOARD BEYOND

REINFORCED CONCRETE

SLAB, COORDINATE WITH

STRUCTURAL

SOLID SURFACE SILL

COORDINATE WITH

INTERIOR DRAWINGS

MASONRY TIE

MASONRY VENEER

PREFINISHED

OPEN-FACED METAL

DOWNSPOUT (X4) TO

CONCRETE SPLASH

BLOCK

SPRAY POLYURETHANE

FOAM (SPF) ALL EXTERIOR

BEAMS, TYP

2 1/2" METAL STUD @ 24" O.C.

UTILITY BRICK

SOLDIER COURSE

GYPSUM BOARD,

TYPE-X, 5/8"

6" METAL STUD

GLASS MAT GYPSUM

SHEATHING, 1/2"

3" RIGID INSULATION

THROUGH WALL FLASHING

WITH WEEP VENTS @ 24" O.C.

FLUID-APPLIED OR

SELF-ADHERING IN WALL

ON SHEATING

(AIR/VAPOR BARRIER)

MIN. 4" SPRAY POLYURETHANE FOAM INSULATION INSIDE 6" STEEL STUD R - 24

(CLOSED-CELL SPRAY POLYURETHANE FOAM MIN. OF 6.0 PER INCH)

1/2" EXTERIOR WALL SHEATHING R - .56

GLASS-MATT GYPSUM

FLUID-APPLIED OR SELF-ADHERING IN WALL ON SHEATING (AIR/VAPOR BARRIER)

3" RIGID INSULATION PANEL EXTERIOR WALL R - 15

EXTRUDED POLYSTYRENE (XPS) (R-5 / INCH)

AIR SPACE MINIMUM 1 7/8" (NOM. 2")

MASONRY VENEER R - .92

11 5/8" x 3 5/8" x 3 5/8" UTILITY BRICK

WALL W/ MASONRY VENEER TOTAL R - 40.48

BUILDING ENVELOPE

MATERIAL DESCRIPTIONS ARE INDICATED ON ALL BUILDING WALL SECTIONS AND DETAILS. THIS DRAWING SHEET AND LEGEND PROVIDES BASIS OF DESIGN FOR MATERIAL R-VALUES, AIR/VAPOR BARRIER FOR THE BUILDING ENVELOPE.

COORDINATE THIS INFORMATION WITH ALL OTHER WALL SECTIONS AND SPECIFICATIONS.

EXTERIOR MASONRY VENEER WALL ASSEMBLY MIN. R-VALUES

ROOF ASSEMBLY MINIMUM R-VALUES

STANDING SEAM METAL ROOF N / A

SELF ADHERING WATER AND ICE GUARD OVER ENTIRE ROOF SURFACE N / A

6" OF RIGID PANEL INSULATION R-36

SELF ADHERING / SELF HEALING AIR BARRIER MEMBRANE ON TOP OF METAL DECK N / A

METAL DECK N / A

MIN. ROOF TOTAL R-VALUE R - 36

AIR BARRIER MATERIALS

• VENTILATED INSULATED NAIL BASE OVER SELF ADHERING / SELF HEALING AIR

BARRIER MEMBRANE OVER METAL DECK

• FLUID APPLIED OR SELF-ADHERING AIR/VAPOR BARRIER IN WALL ON SHEATHING

• CONCRETE FOUNDATION

• CONCRETE SLAB

TOF

-4'-0"

BEARING ELEV.

48'-0"

UTILITY BRICK

SOLDIER

COURSE (X1)

A-311

T.O. FIN. FLR.

T.O. BEAM

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

UTILITY BRICK SOLDIER

COURSE (X1)

WINDOW UNIT

UTILITY BRICK SOLDIER

COURSE (X1)

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

WINDOW UNIT

CAST STONE SILL

WINDOW UNIT

CAST STONE SILL

CONT. STEEL RELIEVING

ANGLE AT 3RD AND 4TH

FLOORS ONLY.

COORDINATE WITH

STRUCTURAL

CONT. STEEL RELIEVING

ANGLE AT 3RD AND 4TH

FLOORS ONLY.

COORDINATE WITH

STRUCTURAL

SNOW GUARDS

US Army Corps of Engineers ®

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3/4" = 1'-0"A-311

4 TYP. WALL SECTION DETAIL #4

3/4" = 1'-0"A-311

2 TYP. WALL SECTION DETAIL #2

3/4" = 1'-0"A-311

3 TYP. WALL SECTION DETAIL #3

3/8" = 1'-0"A-302

1 TYPICAL WALL SECTION

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1ST FLOOR

2ND FLOOR

12'-0"

TOF

-4'-0"

3RD FLOOR

24'-0"

4TH FLOOR

36'-0"

BEARING ELEV.

48'-0"

3" RIGID INSULATION

UTILITY BRICK SOLDIER

COURSE (X1)

UTILITY BRICK SOLDIER

COURSE (X1)

UTILITY BRICK SOLDIER

COURSE (X1)

A-313

STONE SILL

WINDOW UNIT

STONE SILL

UTILITY BRICK SOLDIER

COURSE (X1)

A-311

1'-0"

TOF

-4'-0"

BEARING ELEV.

48'-0"

A-313

1'-11 243/256"

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

CONT. STEEL RELIEVING

ANGLE AT 3RD AND 4TH

FLOORS ONLY.

COORDINATE WITH

STRUCTURAL

WEEP

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

UTILITY BRICK

SOLDIER

COURSE (X1)

UTILITY BRICK

SOLDIER

COURSE (X1)

CONT. STEEL

RELIEVING ANGLE AT

3RD AND 4TH FLOORS

ONLY. COORDINATE

WITH STRUCTURAL

THROUGH WALL

FLASHING WITH WEEP

VENTS @ 24" O.C.

WEEP

UTILITY BRICK

SOLDIER

COURSE (X1)

A-521

MECH. EQUIP.,

SEE MECH. DWGS

MECH. EQUIP.,

SEE MECH. DWGS

MECH. EQUIP.,

SEE MECH. DWGS

MECH. EQUIP.,

SEE MECH. DWGS

MECH. EQUIP.,

SEE MECH. DWGS

MECH. EQUIP.,

SEE MECH. DWGS

1'-0"

US Army Corps of Engineers ®

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3/8" = 1'-0"A-302

1 WALL SECTION 1

3/8" = 1'-0"A-302

2 WALL SECTION 2

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D R

GFCI

DDC

GFCI

LAUNDRY

5.2

EDGE OF

SOFFIT5

A-507

A-4041

ELEV. EQUIP

100C

2K6.E

2A6.E

1H3.A

1A62A3.E

2K6.E

'-6

5' -0

1A3

TABLE, SEE

INTERIOR

DWGS

STAINLESS STEEL

SINK, SEE PLUMBING

DWGS

1H3.A

1A6

1'-2 1/8" 3'-0" 5'-5"

126B

ELEVATOR ACCESS DOOR

ONLY ON FIRST FLOOR,

SEE DOOR SCHEDULES

1A3.AT

1H3.A

2H3.E

2H6.E

6' -3

'-1 0"

ALL WASHERS AND

DRYERS OPTION

"A", OMAR FUNDED.

REFER TO PRICE

BREAKOUT

SCHEDULE.

3' -0

-5

1' -0

1'-3 5/8"

W A1

SEE SHEET A-404

FOR WASHER/DRYER

LEGEND.

A-403 3

MG-1

PTD

2' -2

'-0

0H3.BCT 0H3.BCT

0A3.CG

1A3.AT 1A3.AT

0H3.BT

0A3.CG

0H3.BT

3' -5

5/ 8"

3' -0

TILED CURB,

4" W x 2" H

15'-2"

'-3

"5'-10" 3'-6" 5'-10"

A-403

10 1/8" 4 3/4"

1H6.A

1H3.A

1H3.A 1H3.A

1H3.A

1A6.A

'-1

'-4

TYP.

3'-0"

TTD

FD FD

SOLID SURFACE

THRESHOLD TO

PROVIDE DEPTH FOR

ACHIEVING SLOPE TO

DRAIN. DO NOT

RECESS THE SLABS

IN ORDER TO

ACHIEVE SLOPE TO

DRAIN

4.8

A-4035

0A3

1A3

1' -3

-1 "1H3.A 1H3.A

1A6

0A3

1A6

1A3.AT

8 3/8" 12'-8"

1H6.A

1H3.A

MOP SINK

4'-4" 3'-0" 6 5/8" 5'-1"

4.8

JANITOR

2140A3

0A3

1A3

1A6

1H3.A1H3.A

1A3.AT

1A6

3'-0" 10 1/4" 5'-1"4'-0 3/8"

1'-0" 12'-11 5/8"

5' -1

-3

10"

1H6.A

1H3.A

6 5/8"

US Army Corps of Engineers ®

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TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION COMMENTS

MG-1 MIRROR GLASS (120"x48") MG-2 MIRROR GLASS (24"x36")

MH MOP AND BROOM HOLDER

PTD PAPER TOWEL DISPENSER

SC SHOWER CURTAIN AND ROD

TP TOWEL PIN

TTD SURFACE MOUNTED DOUBLE ROLL TOILET TISSUE DISPENSER

WITH SHELF

GENERAL NOTES - ENLARGED PLANS

1 REFERENCE ELEVATION 0'-0" = 868'-0" ABOVE MEAN SEA LEVEL, COORDINATE WITH

CIVIL DRAWINGS.

2 SEE SHEET A-001, A-002 FOR STANDARD INFORMATION, INCLUDING

ABBREVIATIONS, LEGENDS, SYMBOLS AND DETAILS.

3 ALL DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR CENTER LINE OF

COLUMN GRIDS. REFER TO ENLARGED OR PARTIAL PLANS FOR ADDITIONAL

INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.

4 REFER TO STRUCTURAL DRAWINGS FOR COLUMN GRID LINES AND LOCATION.

5 REFER TO INTERIOR FINISH PLANS, SCHEDULES AND DETAILS FOR ADDITIONAL

INFORMATION. INTERIOR DESIGN SHEETS INDICATED BY "I" PREFIX.

6 SLOPE FLOOR FINISH TO DRAIN MIN. 1/8" PER FOOT. PROVIDE TOPPING AS

REQUIRED.

7 REFER TO DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION FOR OPTIONS.

8 REFER TO FURNITURE PLANS FOR FURNITURE LAYOUT. PROVIDE BLOCKING IN

WALLS AS REQUIRED FOR ALL SYSTEM FURNITURE ITEMS.

9 CONTRACTOR SHALL ENSURE THAT RATED WALL CONSTRUCTION IS

CONSTRUCTED TIGHT TO THE UNDERSIDE OF ROOF STRUCTURE ABOVE AND ALL

WALL, FLOOR/CEILING, AND ROOF PENETRATIONS ARE FIRESTOPPED. MAINTAIN

WALL RATINGS TO ROOF DECK FOR ALL PENETRATIONS AND RECESSED FIXTURES.

SUBMIT FIRESTOPPING DETAILS IN ACCORDANCE WITH SPECIFICATION SECTION 07

84 00

10 THE CONTRACTOR SHALL PROVIDE CONTINUOUS 2x6 WOOD BLOCKING FOR

MOUNTING OF HANDRAIL, MOUNTING OF ALL TOILET ACCESSORIES, CASEWORK,

PANELS, DRY ERASE BOARDS, AND ALL WALL MOUNTED TELEVISIONS, TYP.

11 TOILET ACCESSORIES SHALL BE MOUNTED AT HEIGHTS ACCORDING TO

ELEVATIONS ON SHEET A-003.

12 REFER TO FLOOR PLANS FOR ARCHITECTURAL LEGEND - SYMBOLS, TYP.

13 STAIRS SHALL BE DESIGNED BY THE CONTRACTOR, ALL STEEL DESIGNATIONS AND

DIMENSIONS ARE FOR REFERENCE ONLY.

14 EXPOSED METAL SURFACES SHALL BE PRIMED BY FABRICATOR AND FIELD PAINTED

IN ACCORDANCE WITH SPECIFICATION 09 90 00.

15 SECOND, THIRD, AND FOURTH FLOORS ARE ALL 1 HOUR RATED AND REQUIRE ALL

PENETRATIONS THROUGH THESE FLOORS TO BE FIRESTOPPED.

1/2" = 1'-0"A-111

1 ENLARGED TYP. LAUNDRY PLANS

1/2" = 1'-0"A-111

2 ENLARGED TYP. LATRINES

1/2" = 1'-0"A-111

3 ENLARGED JANITOR ROOM PLAN (1ST FLOOR)

1/2" = 1'-0"A-121

4 ENLARGED JANITOR PLAN (2ND, 3RD & 4TH FLS.)

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ELEVATOR ACCESS DOOR

ONLY ON FIRST FLOOR,

SEE DOOR SCHEUDLES

ELECTRICAL BOX,

COORDINATE WITH

ELECTRICAL

ALL WASHERS

AND DRYERS

OPTION "A", OMAR

FUNDED. REFER

TO PRICE

BREAKOUT

SCHEDULE.

LAUNRY ROOM WALL BEYOND

GOES TO UNDERSIDE OF

DECK. REFER TO PARTITION

TYPES AND REQUIRED FIRE

RATING.

DR1 DR1 DR1 DR1

DR2 DR2 DR2

1ST FLOOR

2ND FLOOR

12'-0"

ELECTRICAL BOX,

COORDINATE WITH

ELECTRICAL

ALL WASHERS

AND DRYERS

OPTION "A", OMAR

FUNDED. REFER

TO PRICE

BREAKOUT

SCHEDULE.

DR2

WA1

STAINLESS STEEL SINK,

SEE PLUMBING DWGS

TABLE,

SEE INTERIOR DWGS

ALL WASHERS

AND DRYERS

OPTION "A", OMAR

FUNDED. REFER

TO PRICE

BREAKOUT

SCHEDULE.

WA1 WA1 WA1 WA1 WA1 WA1 WA1 WA1

1ST FLOOR

2ND FLOOR

12'-0"

ALL WASHERS

AND DRYERS

OPTION "A", OMAR

FUNDED. REFER

TO PRICE

BREAKOUT

SCHEDULE.

DR2

WA1

WASHER/DRYER LEGEND

29" WIDE X 28.25"DEEP X 43"

TALL

CAPACITY: 7 CU. FT.

29 INCH ELECTRIC DRYER

WITH AUTODRY™

DRYING SYSTEM, WRINKLE

SHIELD™

OPTION, 14 DRYER CYCLES, 3

DRYING

TEMPERATURES, HAMPER

DOOR, TIMED

DRY, END-OF-CYCLE SIGNAL,

INTERIOR

LIGHT AND 7.0 CU. FT.

CAPACITY

CYCLES: 14

DR1

27" WIDE X 28.5" DEEP X 76.375"

TALL

27" ELECTRIC STACK DRYER

WITH DUAL METERCASE

LARGE 7.4 CU. FT. CAPACITY, 3

CYCLE OPTIONS: HEAVY-DUTY,

NORMAL AND DELICATES,

FABRIC PROTECTION COOL-

DOWN CARE, EASY-TO-

FOLLOW CONSOLE

INSTRUCTIONS, 180° WIDE-

OPENING SIDE-SWING DOOR

ALLOWS FOR CONVENIENT

ACCESS, 3 CYCLES: HEAVY-

DUTY (HIGH HEAT), NORMAL

(MEDIUM HEAT), AND

DELICATES (LOW HEAT),

BALANCED AIRFLOW SYSTEM,

LARGE REMOVABLE, DOOR-

MOUNTED LINT SCREEN, 3-

WAY VENTING UPPER DRYER

(BACK AND SIDES); 4-WAY,

MULTI-VENT OPTIONS LOWER

DRYER (BACK, BOTTOM, AND

SIDES), ELECTRIC MODEL (2)

ELEMENTS RATED AT 5600

WATTS, 240 VOLT; (2) 30 AMP

CIRCUIT BREAKERS REQUIRED

DR2

WIDTH: 27 1/2" WIDE X 27" DEEP

X 44" TALL

CAPACITY: 3.9 CU. FT.

28 INCH TOP LOAD WASHER

WITH, SOAKING CYCLES,

WATER LEVEL, SELECTION, 12

WASH CYCLES, SMOOTH,

IMPELLER, STAINLESS STEEL

WASH, BASKET, LATE LID

LOCK, QUICK WASH, CYCLE,

EXTRA RINSE OPTION

CONTROL TYPE: KNOBS WASH

CYCLES: 12 STEAM CYCLE: NO

TEMPERATURE SETTINGS: 5

BLEACH

DISPENSER: YES FABRIC

SOFTENER DISPENSER: NO

STAINLESS STEEL DRUM: YES

LEVELING LEGS: YES

REVERSIBLE DOOR: NO SELF

CLEANING LINT FILTER: NO

SOAK SETTING: YES INCLUDES

HOSES: NO WATER HEATER:

USAGE: RESIDENTIAL

WA1

US Army Corps of Engineers ®

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C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt

A-404

TTB

N D

R Y

R O

O M

O N

R . M

N L

J R

. P

C E

E, K Y

M . B

R . H

O O

1/2" = 1'-0"A-402

1 LAUNDRY ELEVATION 1

1/2" = 1'-0"A-402

2 LAUNDRY ELEVATION 2

1/2" = 1'-0"A-402

3 LAUNDRY ELEVATION 3

1/2" = 1'-0"A-402

4 LAUNDRY ELEVATION 4

K D

N D

D T

S E P

2Q R

_P la ns -0

BEARING ELEV.

48'-0"

4.8

A-511

5'-6"

A-511

MC4 STEEL

CHANNEL

RUNGS

1'-6"

LP-4 LADDER SAFETY POST,

EZ-UP LADDER SAFETY POST,

OR EQUIAVALENT SECURED TO

TOP TWO RUNGS AND / OR AS

RECOMMENDED BY MANUFACTURER. 8

1' -0

1A6

4TH FLOOR

36'-0"

BEARING ELEV.

48'-0"

L K.5

A-511

CLEAR

3'-0"

A-511

MC4 STEEL CHANNEL

CLEAR

3'-0"

A-511

4.8

K.5

A-511

CLEAR

3'-0"

5' -6

OPEN

BELOW

METAL DECK

LANDING

-6

3' -0

LP-4 LADDER SAFETY POST,

EASY UP LADDER SAFETY POST

SECURED TO

TOP TWO RUNGS AND / OR PER

INSTRUCTIONS

R U

N G

S 1'

-6

MC4 STEEL

CHANNEL

STEEL

ANGLE

BRACKET

1A3

A-511

CLEAR

3'-0"

30" x 36" ROOF HATCH

LP-4 LADDER SAFETY POST,

EASY UP LADDER SAFETY POST

SECURED TO

TOP TWO RUNGS AND / OR PER

INSTRUCTIONS

MC4 STEEL CHANNEL

METAL ANGLE BRACKET

3 5/8" COLD FORM METAL STUD @

16" O.C. WITH 5/8" GWB INTERIOR &

5/8" GLASS MATT EXTERIOR & FILLED

WITH SPRAY POLYURETHANE FOAM ( SPF )

PREFINISHED METAL

FLASHING ROOF HATCH

CURB

P.T. BLOCKING

CONTINOUS SEALANT

METAL DECK

STANDING SEAM METAL ROOFING

SHEATHING

RIGID INSULATION

STEEL STRUCTURE,

SEE STRUCT. DWGS

HOLLOW METAL

DOOR FRAME

3 5/8" METAL STUD @

16" O.C. WITH 5/8" GWB

BOTH SIDES ( 1A3 )

3 5/8" METAL STUD @

16" O.C. WITH 5/8" GWB

BOTH SIDES (1A3 )

CLEAR

3'-0"

CLEAR

3'-0"

ROOFTOP

ANCHOR

A-521

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

F Y2

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. M cC O

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9/4/2020 9:25:47 AM

C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt

A-511

TTB

R O

O F

C H

N S

R . M

N L

J R

. P

C E

E, K Y

M . B

1/2" = 1'-0"A-141

1 ROOF HATCH SECTION #1

1/2" = 1'-0"A-141

2 ROOF HATCH SECTION #2

1/2" = 1'-0"A-511

3 ROOF HATCH TOWER PLAN 5 ISOMETRIC VIEW

1 1/2" = 1'-0"A-511

4 ROOF HATCH DETAIL

K D

N D

D T

S E P

2Q R

_P la ns -0

3-5/8" METAL STUD

AT 16" O.C.

STANDING SEAM

METAL ROOFING

ROOF DECKING

RIGID INSULATION

CONTINUOUS BENT

PLATE SUB-FASCIA

3-13/16" METAL

RUNNER CHANNEL

PRE-ENGINEERED

ROOF TRUSS,

COORDINATE WITH

STRUCTURAL

1" PREFINISHED METAL

SOFFIT PANEL

GUTTER STRAP

AT 30" O.C.

GUTTER BRACKET AT 30"

O.C.; ALTERNATE WITH

GUTTER STRAP

1/ 2"

PREFINISHED METAL

FASCIA

CONTINUOUS

PRE-FINISHED

METAL DRIP

EDGE

A-521

JOIST SPACING

1250 lb WORKING LOAD 5000 lb ULTIMATE LOAD

(IN ANY DIRECTION)

STEEL PLATE

HSS BRACE

GALV. THREADED

RODMETAL STUD TRUSSES,

COORDINATE WITH STRUCT.

BOTTOM PLATE, HDG

STEEL BASE

PLATE, HDG

3-1/2"Ø GALV.

STEEL STANCHION

3/4" Ø S.S. U-BAR

USE APPROPRIATE BASE TIE-IN

WALL / CURB

CONTINUOUS BEAD OF WATERBLOCK

ALUMINUM COUNTERFLASHING

STANDING SEAM METAL ROOF

MEMBRANE BONDING ADHESIVE

TERMINATION BAR

3" MIN. FACE

FASTENER 12" O.C. MAX.

CONTINUOUS BEAD OF SEALANT

FASTENER 12" O.C. MAX.

Z-CLIP

COUNTER FLASHING TUCKED INTO

MORTAR JOINT

SHEET METAL

RIDGE CAP

TURN PANEL PAN

ZEE CLOSURE

TAPE SEALANT

R-40 RIGID ROOF

INSULATION

SELF-ADHERING

MEMBRANE OVER

ENTIRE ROOF

STEEL DECK

SLOPE SLOPE

PRE-FINISHED ROOF

METAL PANEL

CLEARANCE FOR

THERMAL MOVEMENT

NOTCH AND HEM PANEL

MINIMUM 1"

GUTTER STRAP

SHEET METAL GUTTER.

THE FRONT OF THE

GUTTER SHOULD BE A

MINUMUM 1" LOWER

THAN THE BACK TO

ALLOW OVERFLOW

PRE-FINISHED METAL

FASCIA

SELF-ADHERING

MEMBRANE OVER ENTIRE

ROOF AND DOWN FACE OF

FASCIA

1ST LAYER, SELF-

ADHERING MEMBRANE

EXTEND ON TO ROOF

MINIMUM 4" AND DOWN

FACE OF FASCIA

R-40 RIGID ROOF

INSULATION

STEEL DECK

METAL TRUSS

3 X 3 X 16GA CONT - SEE

STRUCTURAL

BENT PLATE SUBFASCIA -

SEE STRUCTURAL

HAT CHANNELS

ROOF SOFFIT

NOTCH & HEM

PANEL

CLEARANCE

FOR THERMAL

MOVEMENT

SLOPE

NOTCH & HEM

PANEL

CLEARANCE

FOR THERMAL

MOVEMENT

FASTENER

BUTYL TAPE

PANEL SUPPORT

FASTENER AS REQUIRED

SUBSTRATE

SHEET METAL GUTTER

SLOPE

OTHER RIB

GUTTER BRACKET

AT 30" O.C.;

ALTERNATE WITH

GUTTER STRAP

AT EVERYAT EVERY

SELF-ADHERING

MEMBRANE OVER ENTIRE

ROOF

R-40 RIGID ROOF

INSULATION

METAL ROOF PANEL

STEEL DECK

SHEET METAL RIDGE CAP

TURN PAN UP ALONG

RIDGE

CONTINUIOUS ZEE SET IN

SEALANT

SLOPE

CROSS MEMBER

STAINLESS STEEL BOLT

AND WASHER

CROSS MEMBER

STANDING SEAM

METAL ROOF

UTILITY CLAMP

STAILESS STEEL SCREW

UTILITY CLAMP

PRE-FINISHED COLOR

STRIP

METAL PANEL

SLOPE

EQUIPMENT SUPPORT

STAND/VENT STACK,

LOCATE A MINIMUM OF 3'-0"

FROM RIDGE/ VALLEY

FLASHING

METAL PANEL

PREFORMED

PENETRATION

FLASHINGS

SEALANT BEAD BETWEEN

PIPE AND FLASHING

TOOLED TO FACILITATE

RUNOFF

STAINLESS STEEL

DRAWBAND

SET SECUREMENT RING IN

CONTINUOUS BEAD OF

SEALANT

GASKETED FASTENERS

SECURE FLASHING COLLAR

FLANGE TO ROOF PANEL

AND NOT TO DECK SO AS

NOT TO FIX PANEL AT

PENETRATION

SELF-ADHERING

MEMBRANE OVER ENTIRE

ROOF

STEEL DECK

R-40 RIGID ROOF INSULATION

SLOPE

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

F Y2

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9/4/2020 9:26:03 AM

C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt

A-521

TTB

R O

O F

R . M

N L

J R

. P

C E

E, K Y

D es ig ne r

Au th or

3" = 1'-0"A-311

7 DETAIL - ROOF AND GUTTER

1 1/2" = 1'-0"A-511

3 ROOFTOP FALL PROTECTION ANCHOR DETAIL

6" = 1'-0"A-313

4 COUNTERFLASHING & TERMINATOR BAR

K D

N D

D T

S E P

N.T.S.9 CAP FLASHING

N.T.S.5 DOWNSLOPE EDGE METAL WITH GUTTER

N.T.S.A-521

8 EAVE WITH GUTTER FLOATING

N.T.S.A-302

1 RIDGE CAP NON VENTING

N.T.S.6 SNOW GUARD

N.T.S.2 VENT STACK FLASHING

2Q R

_P la ns -0

1. THE BUILDING SHALL BE FULLY SPRINKLERED. THE SPRINKLER SYSTEM

SHALL BE SUPPLED FROM 8" SPRINKLER SERVICE LINE WHICH RUNS

ACROSS THE PROJECT SITE. SPRINKLER SYSTEM SHALL BE INSTALLED IN

ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13-2016, NFPA 24-2016, NFPA 14-2015,

CONTRACT DRAWINGS AND CONTRACT SPECIFICATION SECTION 21 13 13.00 10. THE

SYSTEM SHALL INCLUDE STANDPIPES IN EACH OF THE THREE STAIRWELLS, AND THE

SPRINKLER SYSTEM SHALL BE FED FROM THE STANDPIPES.

2. THE SPRINKLER SYSTEM SHALL BE DESIGNED FOR LIGHT HAZARD AND

ORDINARY HAZARD OCCUPANCIES.

THE HAZARD CLASSIFICATION SHALL HAVE THE FOLLOWING REQUIREMENTS:

LIGHT HAZARD OCCUPANCY WITH A DENSITY OF 0.10 GPM/SF AND A

DESIGN AREA OF 1,500 SF. HOSE STREAM DEMAND IS 250 GPM, MINIMUM

K-5.6, AND THE DURATION SUPPLY IS 60 MINUTES FOR CEILING HEIGHT UP TO 30FT.

ORDINARY HAZARD OCCUPANCY WITH A DENSITY OF 0.20 GPM/SF AND A

DESIGN AREA OF 2,500 SF. HOSE STREAM DEMAND IS 250 GPM, MINIMUM

K-8.0, AND THE DURATION SUPPLY IS 60 MINUTES FOR CEILING HEIGHT UP TO 30FT.

QUICK RESPONSE SPRINKLERS IAW NFPA 13 REQUIREMENTS LIMITED TO WET PIPE

SYSTEMS. DESIGN AREA REDUCTIONS ARE NOT ALLOWED.

3. THE CONTRACTOR SHALL DESIGN HYDRAULICALLY AN AUTOMATIC WET PIPE

COMBINED SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13,

NFPA 14, CONTRACT DRAWINGS AND CONTRACT SPECIFICATION SECTION 21 13 13.00 10.

THE CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE DESIGN OF THE SPRINKLER

SYSTEM. SPRINKLERS SHALL BE INSTALLED IN ALL SPACES REQUIRED TO BE

PROTECTED BY NFPA 13. THE SYSTEM DESIGN SHALL BE BASED ON THE WATER

DISTRIBUTION SYSTEM WITH A STATIC PRESSURE OF 70 PSIG AND RESIDUAL PRESSURE

OF 50 PSIG WITH A FLOW OF 1186 GPM. THE GAGE HYDRANT IS LOCATED ADJACENT TO

BUILDING 1601, AND THE FLOW HYDRANT IS LOCATED ADJACENT TO BUILDING 1781. THE

CONTRACTOR SHALL PERFORM A FLOW TEST TO VERIFY THE WATER FLOW

INFORMATION (SEE SPECIFICATION 21 13 13.00 10) AND SHALL NOTIFY THE GOVERNMENT

IF THE RESULT IS DIFFERENT.

4. FIRE PROTECTION SYSTEM PIPING, AND FITTINGS SIZES SHOWN ON THESE DRAWINGS

ARE FOR ESTIMATING AND LOCATION PURPOSES ONLY AND SHOULD NOT BE

CONSIDERED AS REQUIREMENTS UNDER THIS CONTRACT. EXPOSED PIPING SHALL BE

PROHIBITED IN ADMINISTRATIVE AREAS. THE CONTRACTOR SHALL COORDINATE

SPRINKLER HEAD LOCATIONS WITH OTHER TRADES TO AVOID FLOW OBSTRUCTION

CONFLICTS. FOR LOCATIONS OF SOFFITS AND CEILING SPACES, SEE ARCHITECTURAL

DRAWINGS.

5. FOR FIRE PROTECTION SYSTEM DETAILS AND SCHEDULES, SEE

SHEET FX500 SERIES DRAWINGS.

6.IN ALL TR ROOMS, INSTALL SIDE WALL HEAD WITH WIRE CAGES OVER SPRINKLER

HEADS.

7. ELEVATOR HOISTWAY AND MACHINE ROOM SHALL BE SPRINKLERED AS REQUIRED

BY NFPA 13 AND IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS SHOWN ON

SHEET FX501.

8. PROVIDE INSPECTOR'S TEST CONNECTION FOR EACH WATER FLOW SWITCH

ASSOCIATED WITH THE ELEVATOR HOISTWAY SPRINKLERS. TEST CONNECTIONS SHALL

BE LOCATED OUTSIDE THE ELEVATOR HOISTWAY ENCLOSURES. TEST CONNECTION

PIPING SHALL BE ROUTED TO DISCHARGE OUTSIDE THE

BUILDING WITH SPLASH BLOCK. EACH FLOOR SHALL HAVE A FLOOR

CONTROL VALVE ASSEMBLY AND SHALL INCLUDE A CHECK VALVE. SEE

FX-501 FOR DETAILS.

9. AIR HANDLING UNITS SHALL HAVE SMOKE DETECTORS MOUNTED AS SHOWN ON HVAC

CONTROL SHEETS M-700 TO M-706. SMOKE DETECTORS SHALL BE FOR FIRE ALARM

ACTIVATION AND SHUT DOWN RESPECTIVE AIR HANDLING UNITS.

10. FIRE SPRINKLER CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL COORDINATE

WORK TO ASSURE A COMPLETE MONITORED AND WORKING SYSTEM.

11.PROVIDE FLOOR SUPPORTS WHERE REQUIRED FOR PIPES VALVES.

12. ALL OVERHEAD PIPING SHALL BE PROPERLY SUPPORTED FROM

BUILDING STRUCTURE.

13. ALL SYSTEM CONTROL VALVES SHALL BE ELECTRONICALLY

SUPERVISED TO THEIR NORMAL POSITION. PROVIDE LOCKS AND CHAINS

ON BACK FLOW PREVENTER DEVICE.

14. EQUIPMENT (PIPING, DUCTWORK, MACHINERY, ETC) THAT DOES

NOT SERVE THE TR(S) SHALL NOT BE INSTALLED

ABOVE OR IN THESE IT SPACES NOR WILL THIS EQUIPMENT PASS

THROUGH OR ENTER THE TR(S).

15. PROVIDE CONCEALED HEADS IN LOBBY AND CORRIDORS.

16. HAZARD OCCUPANCY LEGENDS ARE SHOWN ON PARTIAL FIRE

PROTECTION PLAN.

17. PROVIDE HYDRAULIC CALCULATIONS FOR ALL HAZARD OCCUPANCY AREAS

INDICATED ON CONTRACT DRAWING.

18. PROVIDE THRUST BLOCKING AS REQUIRED. THRUST BLOCKING SHALL BE SIZED IN

ACCORDANCE WITH THE REQUIREMENTS OF NFPA 24.

GENERAL DESIGN NOTESLEGENDS

LIGHT HAZARD

OCCUPANCY

ORDINARY HAZARD

OCCUPANCY

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

F Y2

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9/2/2020 9:33:27 AM

C:\Users\h2eddkbp\Documents\476377_Revit2018_F_TTB_h2eddkbp.rvt

FX001

TTB

O N

A N

D G

N N

P R

R O

C H

K D

N D

D T

0 2

2Q R

_P la ns -0

FPVAV

1-1

FPVAV

1-2

FPVAV

1-3

FPVAV

1-4

FPVAV

1-5

FPVAV

1-6 FPVAV

1-9

FPVAV

1-7

FPVAV

1-8

FPVAV

1-12

FPVAV

1-13

FPVAV

1-11

FPVAV

1-10

PIPE ANCHOR

(TYP)

PIPE GUIDE

(TYP)

NOTE: REFRIGERANT PIPING SHALL BE RUN FROM THE CONDENSING

UNITS TO THEIR RESPECTIVE AIR HANDLERS IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS, AND SHALL

RUN TO UPPER FLOORS INSIDE THE BUILDING.

R-1 R-2

R-3R-4

CH-4

CH-1

CH-3

CH-2

CH-5

CU-1

CU-2 CU-3

TSTAT

CH-4

TSTAT

CH-2

TSTAT

CH-1

TSTAT

CH-5

TSTAT

CH-3

GENERAL NOTES

1. HEATING HOT WATER PIPING SHALL BE COPPER, AS NOTED IN

SPECIFICATION SECTION 23 64 26, HOT WATER PIPING SYSTEMS.

2. SEE SCHEDULES FOR BOILER SIZES.

3. SEE MECHANICAL DETAILS, SHEETS M-501 THRU M-503.

4. SEE HOT WATER PIPING RISERS, SHEETS M-415 THRU M-418.

5. A REMOTE BOILER SHUTOFF SWITCH SHALL BE REQUIRED IN

THE MECHANICAL ROOM IN ACCORDANCE WITH ASME CSD-1.

SEE ENLARGED MECHANICAL ROOM PLAN, SHEET M-401.

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

PLAN NORTH

CERTIFIED FINAL

F Y2

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C:\Users\h2eddkbp\Documents\476377_Revit2018_M_TTB_h2eddkbp.rvt

M-150

TTB

G P

O O

R C

O M

P R

C he ck er

3/32" = 1'-0"M-150

1 HEATING PIPING PLAN - 1ST FLOOR COMPREHENSIVE

K D

N D

D T

S E P

2 0

2Q R

_P la ns -0

(E1-E6)

LIVING/SLEEPING

BAY

(E1-E6)

LIVING/SLEEPING

BAY

COMPANY

STORAGE

ELEVATOR

STAIR 1

(E1-E6)

LIVING/SLEEPING

BAY

(E1-E6)

LIVING/SLEEPING

BAY

CORRIDOR

ELECTRICAL

CORRIDOR

MECHANICAL

LATRINE/

SHOWER

SENIOR LEADERS

QUARTERS

SENIOR LEADERS

QUARTERS

LATRINE/

SHOWER

LATRINE/

SHOWER

225LAUNDRY

LATRINE/

SHOWER

STAIR 2

FPVAV

1-22

FPVAV

1-25

FPVAV

1-24

FPVAV

1-23

FPVAV

1-18

FPVAV

1-19

FPVAV

1-21

FPVAV

1-20

FPVAV

1-26

CH-8

CH-7

UH-2

M-161

R-5 R-6

R-8 R-7

FPVAV

1-16

FPVAV

1-17

RECYCLE

CH-6

FPVAV

1-15

FPVAV

1-14

AHU-1

PIPE ANCHOR

(TYP)

PIPE GUIDE

(TYP)

TSTAT

CH-8

TSTAT

CH-7

TSTAT

CH-6

GENERAL NOTES

1. HEATING HOT WATER PIPING SHALL BE COPPER, AS NOTED IN

SPECIFICATION SECTION 23 64 26, HOT WATER PIPING SYSTEMS.

2. SEE SCHEDULES FOR BOILER SIZES.

3. SEE MECHANICAL DETAILS, SHEETS M-501 THRU M-503.

4. SEE HOT WATER PIPING RISERS, SHEETS M-415 THRU M-418.

5. A REMOTE BOILER SHUTOFF SWITCH SHALL BE REQUIRED IN

THE MECHANICAL ROOM IN ACCORDANCE WITH ASME CSD-1.

SEE ENLARGED MECHANICAL ROOM PLAN, SHEET M-401.

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

PLAN NORTH

CERTIFIED FINAL

F Y2

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C:\Users\h2eddkbp\Documents\476377_Revit2018_M_TTB_h2eddkbp.rvt

M-160

TTB

G P

D F

R C

O M

P R

R O

C H

3/32" = 1'-0"M-160

1 HEATING PIPING PLAN - 2ND FLOOR COMPREHENSIVE

K D

N D

D T

S E P

2 0

2Q R

_P la ns -0

E1-E6

BAY

E1-E6

LIVING/SLEEPING

BAY

E1-E6

LIVING/SLEEPING

BAY

E1-E6

LIVING/SLEEPING

BAY

MECHANICAL

SENIOR LEADERS

QUARTERS

SENIOR LEADERS

QUARTERS

CORRIDOR

ELECTRICAL

COMPANY

STORAGE

CORRIDOR

307 ELEVATOR

STAIR 1

STAIR

CORRIDOR

LATRINE/

SHOWERS

LATRINE/

SHOWERS

LATRINE/

SHOWERS

LAUNDRY

LATRINE/

SHOWERS

FPVAV

2-9

FPVAV

2-12

FPVAV

2-13

FPVAV

2-11

FPVAV

2-5

FPVAV

2-6

FPVAV

2-8

FPVAV

2-7

CH-11

CH-10

R-11

AHU-2

2" HWS

2" HWR

R-10

CH-9

UH-3

M-171

R-12

R-9

FPVAV

2-2 FPVAV

2-1

FPVAV

2-3

FPVAV

2-4

RECYCLE

PIPE ANCHOR

(TYP)

PIPE GUIDE

(TYP)

TSTAT

CH-9 TSTAT

CH-11

TSTAT

CH-10

GENERAL NOTES

1. HEATING HOT WATER PIPING SHALL BE COPPER, AS NOTED IN

SPECIFICATION SECTION 23 64 26, HOT WATER PIPING SYSTEMS.

2. SEE SCHEDULES FOR BOILER SIZES.

3. SEE MECHANICAL DETAILS, SHEETS M-501 THRU M-503.

4. SEE HOT WATER PIPING RISERS, SHEETS M-415 THRU M-418.

5. A REMOTE BOILER SHUTOFF SWITCH SHALL BE REQUIRED IN

THE MECHANICAL ROOM IN ACCORDANCE WITH ASME CSD-1.

SEE ENLARGED MECHANICAL ROOM PLAN, SHEET M-401.

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

D R

G C

O D

2 3 4 5 6 7 8 9 10

PLAN NORTH

CERTIFIED FINAL

F Y2

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C:\Users\h2eddkbp\Documents\476377_Revit2018_M_TTB_h2eddkbp.rvt

M-170

TTB

G P

D F

R C

O M

P R

R O

C H

3/32" = 1'-0"M-170

1 HEATING PIPING PLAN - 3RD FLOOR COMPREHENSIVE

K D

N D

D T

S E P

2 0

2Q R

_P la ns -0

E1-E6

BAY

E1-E6

LIVING/SLEEPING

BAY

408STAIR

MECHANICAL

SENIOR LEADERS

QUARTERS

SENIOR LEADERS

QUARTERS

E1-E6

LIVING/SLEEPING

BAY

E1-E6

LIVING/SLEEPING

BAY

COMPANY

STORAGE

STAIR 1

CORRIDOR

ELECTRICAL

CORRIDOR

JANITOR

LATRINE/

SHOWERS

LATRINE/

SHOWERS

LATRINE/

SHOWERS

LAUNDRY

LATRINE/

SHOWERS

DSS-8

FPVAV

2-22

FPVAV

2-25

FPVAV

2-26

FPVAV

2-24

FPVAV

2-23

FPVAV

2-18

FPVAV

2-19

FPVAV

2-21

FPVAV

2-20

MAU-1

CH-14

CH-13

CH-12

R-14

UH-4

M-181

R-16 R-15

R-13

FPVAV

2-15

FPVAV

2-14

FPVAV

2-16

FPVAV

2-17

RECYCLE

VENDING

403 ELEVATOR

DSS-4

PIPE ANCHOR

(TYP)

PIPE GUIDE

(TYP)

SF-1

TSTAT

CH-14

TSTAT

CH-12

TSTAT

CH-13

GENERAL NOTES

1. HEATING HOT WATER PIPING SHALL BE COPPER, AS NOTED IN

SPECIFICATION SECTION 23 64 26, HOT WATER PIPING SYSTEMS.

2. SEE SCHEDULES FOR BOILER SIZES.

3. SEE MECHANICAL DETAILS, SHEETS M-501 THRU M-503.

4. SEE HOT WATER PIPING RISERS, SHEETS M-415 THRU M-418.

5. A REMOTE BOILER SHUTOFF SWITCH SHALL BE REQUIRED IN

THE MECHANICAL ROOM IN ACCORDANCE WITH ASME CSD-1.

SEE ENLARGED MECHANICAL ROOM PLAN, SHEET M-401.

US Army Corps of Engineers ®

SHEET ID

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M-180

TTB

G P

H F

R C

O M

P R

R O

C H

3/32" = 1'-0"M-180

1 HEATING PIPING PLAN - 4TH FLOOR COMPREHENSIVE

K D

N D

D T

S E P

2 0

2Q R

_P la ns -0

MARK AREAS

SERVED

TYPE REMARKS

COOLING

AIR

FLOW

(CFM)

PRIM

EAT

(F)

VAV BOX

LOCATION

ELECTRICAL

V/PH/HZ/AMP

INLET

DIAMETER

(IN)

MIN.

PRIM.

AIRFLOW

(CFM)

HEATING (HW)

COIL

EAT

(F)

BASIS

DESIGN

PARALLEL FAN-POWERED VAV BOX SCHEDULE AHU-2

TEMPERATURE

SENSOR

LOCATION

FPVAV 2-1

FPVAV 2-2

FPVAV 2-3

FPVAV 2-4

FPVAV 2-5

FPVAV 2-6

FPVAV 2-7

FPVAV 2-8

FPVAV 2-9

FPVAV 2-10

FPVAV 2-11

FPVAV 2-12

FPVAV 2-13

FPVAV 2-14

FPVAV 2-15

FPVAV 2-16

FPVAV 2-17

FPVAV 2-18

FPVAV 2-19

FPVAV 2-20

FPVAV 2-21

FPVAV 2-22

FPVAV 2-23

FPVAV 2-24

FPVAV 2-25

FPVAV 2-26

FAN

CFM

HTG

CFM

FAN SP

(IN)

FAN

MIN COIL

HTG CAP.

(MBH)

COIL

EWT

(F)

MAX

COIL

GPM

MAX COIL

WPD

(FT)

MAX COIL

APD

(IN W.C.)

TITUS MODEL DFLP-02

ROOM 310

ROOM 308

ROOM 305

ROOM 303

ROOM 316

ROOM 317

ROOM 326

ROOM 320

ROOM 322

ROOM 410

ROOM 408

ROOM 405

ROOM 403

ROOM 416

ROOM 417

ROOM 426

ROOM 420

ROOM 422

ROOM 310

ROOM 308

ROOM 305

ROOM 302,

303, 304

ROOM 316

ROOM 317

ROOM 326

ROOM 320

ROOM 322

ROOM 410

ROOM 408

ROOM 405

ROOM 416

ROOM 417

ROOM 426

ROOM 420

ROOM 422

ROOM 310

ROOM 308

ROOM 305

ROOM 302

ROOM 316

ROOM 317

ROOM 326

ROOM 320

ROOM 322

ROOM 410

ROOM 408

ROOM 405

ROOM 402

ROOM 416

ROOM 417

ROOM 426

ROOM 420

ROOM 422

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/

HW REHEAT

PAR FP W/

HW REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/

HW REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

PAR FP W/ HW

REHEAT

NO.

ROWS

7.1

6.9

7.1

6.9

6.3

3.3

3.1

7.1

6.9

7.1

6.9

3.3

3.1

7.1

6.9

7.1

6.9

7.1

6.9

7.1

6.9

6.6

120/1/60

1.8

2.8

1.8

2.8

1.8

2.8

1.8

2.8

1.8

2.8

1.8

2.8

1.8

2.8

0.33

0.29

0.28

0.29

0.28

0.26

0.29

0.28

0.29

0.28

0.29

0.28

0.29

0.28

0.29

0.28

0.29

0.28

0.26

0.28

0.04

0.03

0.04

0.03

0.01

0.04

0.03

0.04

0.03

0.01

0.04

0.030.03

0.03

0.8

1.91

0.8

1.91

0.8

0.37

0.8

1.91

0.8

1.91

0.8

1.91

0.8

1.91

0.8

0.37

0.8

1.91

5 MCA, NOTE 1

NOTES:

1. MINIMUM PRIMARY AIRFLOW IS FOR BOTH COOLING AND HEATING.

2. PLENUM AIR INLET ON BOXES SHALL BE PROVIDED WITH FILTER (MERV 8).

ROOM 402,

403, 404

LOUVER SCHEDULE

MARK

TOTAL

REQ'D

MIN. FREE

AREA (SF)

L-1

LOCATION

BASIS

DESIGN

REMARKSSERVICE

SIZE

(W X H)

IN.

L-2

1 EXTERIOR WALL

MECH RM 315 11.7 48 X 66 GREENHECK ESK-402

PARALLEL BLADE LOUVER, ANODIZED COLOR AS SPECIFIED, REMOVABLE BIRDSCREEN.

SEE DETAIL, SHEET M-503. NOTES 1,2,3.

AHU-1/ERU-1 OA AND

AHU-2/ERU-2 OA

L-3

L-4

10.8

3.1

1 EF2 EXHAUST

EXTERIOR WALL

SHOWER RM 125 EF-1 EXHAUST 36 X 30 PARALLEL BLADE LOUVER, ANODIZED COLOR AS SPECIFIED.

NOTES:

1. LOUVERS TO BE SUPPLIED WITH BIRD SCREENS.

2. MOTOR OPERATED BACKDRAFT DAMPERS, LOW LEAKAGE, MAX 3 CFM/SF @ 1" WC.

3. M.O.D. (ERU-1 INTAKE DUCT AND ERU-2 INTAKE DUCT) INTERCONNECTED TO EITHER ERU-1 OR ERU-2.

AHU-1/ERU-1 EA AND

AHU-2/ERU-2 EA

EXTERIOR WALL

MECH RM 215

EXTERIOR WALL

SHOWER RM 225

EXTERIOR WALL

SHOWER RM 325

EXTERIOR WALL

SHOWER RM 425

EF-3 EXHAUST

EF-4 EXHAUST

48 X 66

36 X 30

GREENHECK ESK-402

PARALLEL BLADE LOUVER, ANODIZED COLOR AS SPECIFIED, REMOVABLE BIRDSCREEN.

SEE DETAIL, SHEET M-503. NOTES 1,2,3.

3.1

L-5

L-6

SF-1 INTAKE GREENHECK ESK-40212.01L-7 EXTERIOR WALL

MECH RM 425 48 X 66

PARALLEL BLADE LOUVER, ANODIZED COLOR AS SPECIFIED, REMOVABLE BIRDSCREEN.

SEE DETAIL, SHEET M-503. NOTES 1,2,3.

PARALLEL BLADE LOUVER, ANODIZED COLOR AS SPECIFIED.

EXPANSION TANK SCHEDULE

MARK LOCATION TYPE SERVICE LENGTH (IN)

SIZE BASIS OF DESIGN

REMARKS

CAPACITY

(GAL)

TOTAL/ACCEPTANCE DIAMETER (IN)

ET-1 MECH. RM. 115 44.4/22.6 BELL & GOSSETT D-80VHOT WATER VERTICAL 56.0 16.25

US Army Corps of Engineers ®

SHEET ID

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B Y:

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M-603

TTB

E Q

P R

N P

R O

C H

GENERAL NOTE:

EQUIPMENT INDICATED AS BASIS OF DESIGN DOES NOT PROHIBIT

CONTRACTOR FROM SELECTING EQUIVALENT EQUIPMENT, FROM

A DIFFERENT MANUFACTURER, BASED UPON THE EQUIPMENT

PERFORMANCE AND THE PROJECT SPECIFICATIONS.

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476377_A-302 - BUILDING CROSS SECTIONS

476377_A-311 - WALL SECTIONS

476377_A-312 - WALL SECTIONS

476377_A-402 - ENLARGED LATRINE, LAUNDRY, AND JANITORS ROOM

476377_A-404 - LAUNDRY ROOM ELEVATIONS

476377_A-511 - ROOF HATCH SECTIONS AND PLAN

476377_A-521 - ROOF DETAILS

476377_FX001 - FIRE PROTECTION LEGEND AND GENERAL DESIGN NOTES

476377_M-150 - HEATING PIPING PLAN 1ST FLOOR COMPREHENSIVE

Sheets

M-150 - HEATING PIPING PLAN - 1ST FLOOR COMPREHENSIVE

M-160 - HEATING PIPING PLAN - 2ND FLOOR COMPREHENSIVE

M-170 - HEATING PIPING PLAN - 3RD FLOOR COMPREHENSIVE

M-180 - HEATING PIPING PLAN - 4TH FLOOR COMPREHENSIVE

M-603 - MECHANICAL EQUIPMENT SCHEDULES

File details come from the government source that posted it. Updated Sep 8, 2020.