Task Order 0001-PLAN_SET.pdf

PDF 15 MB Posted Mar 6, 2020

Attached to: FACILITIES MAINTENANCE-MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) Federal contract opportunity
Solicitation number: W912EK20R0009
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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Task Order 0001- OMS AS-Blts 1961_reference drawings.pdf	PDF	Mar 6, 2020
Task Order 0001-Specifications.pdf	PDF	Mar 6, 2020
W912EK20R0009.pdf	PDF	Mar 6, 2020

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ANN ARBOR, MI

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88TH RD

SGT. DONALD C. SCHORLING RESERVE CENTER

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MILITARY - RD

REPAIR VEHICLE EXHAUST SYSTEM - OMS

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SOLICITATION

W912EK20R0009

W E

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

DATE

DATEDATE

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®of Engineers

US Army Corps of Engineers

US Army Corps

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O D

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

SHEET ID

2 3 4 5 6 7 8 9 10 th R

Approved By: Date:

88TH RD DCSEN REVIEW

FEBRUARY 2020

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INDEX OF DRAWINGS

GENERAL NOTES

SITE PLAN

BUILDING

OMS

BUILDING

USARC

D U

S T

L H

W Y

ASTOR AVE

ANN ARBOR, MICHIGAN

1980 SOUTH INDUSTRIAL AVENUE

US ARMY RESERVE CENTER

SGT DONALD C. SCHORLING

EXHAUST SYSTEM

REPAIR VEHICLE

OMS BUILDING

S S

H O

W N

DRAWINGS MAY NOT NECESSARILY REFLECT CURRENT CONDITIONS.

INFORMATION ON EXISTING BUILDING SYSTEMS. NOTE THESE

REFER TO REFERENCE DRAWING SHEETS FOR ADDITIONAL 7.

DRAWINGS.

THE DISPOSE OF MATERIALS OFF SITE EXCEPT AS NOTED ON 6.

SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

ALL DIMENSIONS (INCLUDING PIPE SIZES) SHOWN ON THESE PLANS 5.

FACILITY MANAGER.REQUIREMENTS WITH THE C.O.R. AND

PARKING AND STAGING WILL BE PROVIDED ON SITE. COORDINATE 4.

FACILITY MANAGER PRIOR TO STARTING WORK.

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) AND THE

CONTRACTOR SHALL COORDINATE WORKING SCHEDULES AND HOURS

NORMAL WORKING HOURS ARE 0700-1700, MONDAY THROUGH FRIDAY. 3.

- 7883.

SHALL BE SCHEDULED IN ADVANCE WITH KEITH KROPFREITER (313) 720

OBSTACLES AND/OR CONDITIONS AFFECTING THE WORK. SITE VISITS

VERIFY THE EXISTING CONDITIONS AND THE EXTENT OF ALL

BIDDERS ARE ENCOURAGED TO VISIT THE PROJECT LOCATION TO FIELD 2.

DATED 30 NOVEMBER 2014.

ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1

CONTRACTOR IS ALSO REQUIRED TO FOLLOW THE CORPS OF

THE RECOMMENDATIONS, AND STANDARD INDUSTRY PRACTICES.

FEDERAL CODES AND REGULATIONS, MANUFACTURER'S

WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE, AND 1.

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SCALE : NTS

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ABATEMENT COST SHALL BE INCLUDED IN THE BASE BID.

AREA CONTAINING INDICATED HAZARDS WILL BE DISTURBED, THEN THE

REVIEW THE ENVIRONMENTAL SURVEY REPORT IN THE SPECIFICATIONS. IF AN 9.

THE DURATION OF THE CONTRACT.

CONTRACTOR WILL BE PROVIDED SPACE WITHIN THE USARC BUILDING FOR 8.

W E

SOLICITATION

S O

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®of Engineers

US Army Corps of Engineers

US Army Corps

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ABBREVIATIONS AND LEGEND

IN-LINE PUMP

PIPE WELL

PIPING UPWARD

PIPING DOWNWARD

FLOOR DRAIN

CAP

VENT/DRAIN PLUG

PRESSURE GAUGE, OIL FILLED

PRESSURE REGULATING VALVE

PRESSURE RELIEF VALVE

VALVE, 3-WAY

MODULATING CONTROL

VALVE, 2-WAY

MODULATING CONTROL

MODULATING CONTROL VALVE

SELF-CONTAINED THERMOSTATIC

VALVE WITH HOSE BIBB

GATE VALVE

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE WITH HOSE BIBB

BALL VALVE

BALANCING VALVE

MANUAL AIR VENT

AUTOMATIC AIR VENT

MECHANICAL/PLUMBING

DOOR DESIGNATION113

VCT

SH (*)

FHMG

GBW

VINYL COMPOSITION TILE

FLOOR TILE

NUMBER REQUIRED

SHELVES, (*) INDICATES

OVERHEAD

HOLLOW METAL

FULL HEIGHT MIRROR GLASS

GYPSUM WALL BOARD

(8'-0")

AND TILE

CEILING GRID

2x2 ACOUSTIC

SUSPENDED

AND TILE

CEILING GRID

2x4 ACOUSTIC

SUSPENDED

GENERAL/CIVIL

IF DRAWN ON SAME SHEET

DRAWNWHICH DETAIL IS

SHEET REFERENCE NUMBER ON

DRAWNWHICH ELEVATION IS

SHEET REFERENCE NUMBER ON

DRAWNWHICH SECTION IS

SHEET REFERENCE NUMBER ON

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

DETAIL IDENTIFICATION

IF DRAWN ON SAME SHEET

A-102

COORDINATES

INDICATES SHEET

COORDINATES

INDICATES SHEET

COORDINATES

INDICATES SHEET

COORDINATES

INDICATES SHEET

COORDINATES

INDICATES SHEET

COORDINATES

INDICATES SHEET

LONG LEG VERTICAL

CONSOLE

MASS NOTIFICATION LOCAL OPERATING

FIRE EXTINGUISHER CABINET

HIGH STRENGTH STEEL

WOOD

VERIFY IN FIELD

STRUCTURAL GLAZED FACING TILE

PRESSURE TREATED

PREFINISHED

ON CENTER

NORMALLY OPEN

NOT IN CONTRACT

NORMALLY CLOSED

EQUAL

EACH

DRAWING(S)

CERAMIC WALL TILE

CONTRACTING OFFICER'S REP.

CORPS OF ENGINEERS

CONTINUOUS

(CONCRETE BLOCK)

CONCRETE MASONRY UNIT

MATERIAL

ASBESTOS CONTAINING

ACOUSTIC CEILING TILE

ABOVE FINISHED FLOOR

LLV

LOC

FEC

HSS

V.I.F.

SGFT

P.T.

PREFIN.

N.O.

N.I.C.

N.C.

EQ.

EA.

DWG.

CWT

C.O.R.

COE

CONT.

CMU

ACM

ACT

AFF

EDH

DHWC

DHW

DDC

DCW

CUH

CLP

CWS

CWR

CFT

CFM

CCLP

BTL

BFW

BFP

BAS

B-BC

B-AAC

ASC

AHU

AFC

ACCU

R/D

PHL

PCU

OAH

NAC

MSTP

MAU

LPS

LPR

LAV

IRS

HVU

HVAC

HTRW

HRV

HRC

FVAV

FPD

FCU

FCO

EWH

WHA

WCO

VTR

VFD

VAV

TAB

STM PR

SAS

SAH

RTU

RAS

HWR

HWS

PUMP

TRIPLE DUTY VALVE

NORMALLY CLOSED VALVE

SHUTOFF VALVE

BALANCING VALVE

FLEXIBLE CONNECTION

WITH CAP

VALVE AND HOSE CONNECTION

"WYE" - STRAINER W/SHUTOFF

"WYE" - STRAINER

(FILLED TYPE)

THERMOMETER WITH WELL

(DIAL TYPE)

THERMOMETER WITH WELL

WITH BALL VALVE)

PRESSURE GAUGE (FURNISHED

METER

DIRECTION OF FLOW IN PIPE

PITCH PIPE IN DIRECTION

COLD WATER - POTABLE

HEATING WATER RETURN

HEATING WATER SUPPLY

FLOW METER

WITH SUPPORT FOOT

SUCTION DIFFUSER

WITH WELL

TEMPERATURE SENSOR

BACKFLOW PREVENTER

CONTROL VALVE (TWO-WAY)

TEST PLUG

PRESSURE/TEMPERATURE

VALVE (LIQUID/GAS)

PRESSURE REDUCING

RELIEF VALVE

CONNECTION AND CAP

DRAIN VALVE WITH HOSE

MANUAL AIR VENT

AUTOMATIC AIR VENT

REDUCER

UNION/FLANGE

CHECK VALVE

THROTTLING VALVE

RADIUS/DIAMETER

PENTHOUSE LOUVERS

PROGRAMMABLE CONTROL UNIT

OUTSIDE AIR HOOD

OUTSIDE AIR

NEW CONNECTION

NETWORK ACCESS AREA

MASTER SLAVE TOKEN PROTOCOL

MODULATING DAMPER

MAKE-UP AIR UNIT

LOW PRESSURE SUPPLY

LOW PRESSURE RETURN

LAVATORY

INFRARED SENSOR

INTERNET PROTOCOL

HEATING VENTILATING UNIT

CONDITIONING

HEATING VENTILATING & AIR

RADIOLOGICAL WASTE

HAZARDOUS, TOXIC,

HEAT RECOVERY VENTILATOR

HEAT RECOVERY COIL

HOSE REEL

HEATING COIL

HOSE BIBB

NATURAL GAS

VOLUME BOX

FAN-POWERED VARIABLE AIR

FILTER PRESSURE DROP

CURTAIN STYLE

FIRE DAMPER, FUSE LINK

FAN COIL UNIT

FLOOR CLEANOUT

ELECTRIC WATER HEATER

WATER HAMMER ARRESTOR

WALL CLEANOUT

WATER CLOSET

VENT THROUGH ROOF

VARIABLE FREQUENCY DRIVE UNIT

VOLUME DAMPER, MANUAL

VARIABLE AIR VOLUME BOX

UNIT VENTILATOR

URINAL

UNIT HEATER, FAN POWER

TRANSFER AIR GRILLE

TESTING, ADJUSTING & BALANCING

SANITARY VENT

STEAM PRESSURE

SINK

SET POINT

SUPPLY AIR GRILLE

SHOWER

SUPPLY AIR SENSOR

SUPPLY AIR HUMIDITY

SUPPLY AIR

SANITARY DRAINAGE

ROOFTOP UNIT

RETURN AIR GRILLE

RETURN FAN

RETURN AIR SENSOR

RETURN AIR

RAS

PLR

OAS

PRF

MAS

DAS

CO2

NITE SET-BACK

THERMOSTAT, PNEUMATIC,

THERMOSTAT, PNEUMATIC

DUAL GAUGE

TEMPERATURE/PRESSURE

STRAINER

PIPING EXPANSION COMPENSATOR

PIPING ANCHOR

PIPING UNION

PIPING REDUCER

CARBON DIOXIIDE SPACE SENSOR

NORMALLY OPEN RELAY

AQUASTAT, ADJUSTABLE SETPOINT,

TRANSDUCER

STARTER

MOTORIZED ACTUATOR

OCCUPANCY SENSOR

SPACE TEMPERATURE SENSOR

THERMOSTAT, ELECTRONIC

OVERRIDE

THERMOSTAT W/PUSHBUTTON

SMART THERMOSTAT

THERMOSTAT, LOW VOLTAGE

HXS

RETURN AIR SENSOR

REVERSAL RELAY

PHASE LOSS/

TEMPERATURE SENSOR

OUTSIDE AIR

MOTOR CURRENT PROOF

MIXED AIR SENSOR

LIMIT SWITCH

SUPPLY AIR SENSOR

HEAT EXCHANGER

FREEZE STAT

DISCHARGE AIR SENSOR

CARBON DIOXIDE SENSOR

BINARY OUTPUT

BINARY INPUT

ANALOG OUTPUT

ANALOG INPUT

1 INDICATES PHOTO TAKEN

EXHAUST FAN

ELECTRIC DUCT HEATER

EXHAUST AIR

DIRECT EXPANSION

CIRCULATING - POTABLE

DOMESTIC HOT WATER

DOMESTIC HOT WATER - POTABLE

DIRECT DIGITAL CONTROLS

DOMESTIC COLD WATER - POTABLE

CABINET UNIT HEATER

CONDENSATE PUMP

CLEANOUT

CONTROL PANEL

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONVECTOR FIN TUBE

CUBIC FEET PER MINUTE

COMMUNICATION CONTROL PANEL

COOLING COIL CONDENSATE

COMPRESSOR NUMBER

COMPRESSOR, * INDICATES

BACNET TESTING LAB

BOILER FEED WATER

BACKFLOW PREVENTER

BUILDING AUTOMATION SYSTEM

BACNET BUILDING CONTROLLER

CONTROLLER

BACNET ADVANCED APPLICATION

APPLICATION SPECIFIC CONTROLLERS

AIR HANDLING UNIT

AUTOMATIC FLOW CONTROL DEVICE

AIR COOLED CONDENSING UNIT

AIR CONDITIONER

SEE ALSO ADDITIONAL SYMBOLS SHOWN ON DRAWINGS.2.

NOT ALL SYMBOLS MAY BE USED IN THIS SET OF DRAWINGS.1.

NOTES:

ARCHITECTURALDRAWING SYMBOLS

N T

T/P

T D

AND ROOM NUMBER

ROOM NAME

CEILING HEIGHTS

TREE

SHRUBBERY

WALL TYPE

OFFICE

A N

N A

R B

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D O

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M S

SOLICITATION

A N

N A

R B

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E N

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N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

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®of Engineers

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US Army Corps

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2 3 4 5 6 7 8 9 10 th

OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

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A T

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US Army Corps

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OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

A N

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C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

F L

O O

R P

L A

H A

Z A

R D

O U

S M

A T

E R

H O

W N

HAZARDOUS MATERIALS FLOOR PLAN

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

TO BE REMOVED.

ONLY AND DO NOT NECESSARILY INDICATE MATERIALS

ON THIS SHEET ARE FOR CONTRACTOR'S INFORMATION

LOCATIONS OF KNOWN HAZARDOUS MATERIALS SHOWN

B .H

A R

T M

A N

J .B

A R

T E

0 2' 4' 8'SCALE : 1/4"=1'-0"

SHEET KEYNOTES

GENERAL NOTES

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

DEMOLISHION.

ASBESTOS. SEE ELECTRICAL DRAWINGS FOR EXTENT OF

ELECTRICAL WIRING IS PRESUMED TO CONTAIN 5.

LABELED "NO PCB'S" ON THE BALLAST.

LIGHT BALLASTS PRESUMED TO CONTAIN PCB'S UNLESS 4.

FIRE DOORS PRESUMED TO CONTAIN ASBESTOS.3.

ROOF PENETRATIONS.

SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR

ROOFING MATERIAL IS PRESUMED TO CONTAIN ASBESTOS. 2.

REQUIREMENTS.

SEE OTHER DRAWINGS FOR ADDITIONAL DEMOLITION 1.

ONLY.)

(FLOOR TILE PRESUMED TO BE BELOW CARPET IN OFFICE

FLOOR TILE & MASTIC PRESUMED TO CONTAIN ASBESTOS. 6.

LEAD BASED PAINT ON WHITE OVERHEAD DOOR CASING. 5.

WINDOW GLAZING CONTAINING ASBESTOS.4.

MEZZANINE LEVEL HEATER.

ASBESTOS CONTAINING TRANSITE CEILING TILE ABOVE 3.

LEAD BASED PAINT ON LIGHT GREEN PAINTED GIRDERS.2.

COLUMNS.

LEAD BASED PAINT ON YELLOW PAINTED VERTICAL 1.

W E

R .F

E L L

M A

S .G

U S

T A

F S

O N

SOLICITATION

A N

N A

R B

FEC FEC

F E

OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

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D A

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C K I S

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C K I S

L A

N D D

T R

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A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

0 2' 4' 8'SCALE : 1/4"=1'-0"

M O

N P

L A

DEMOLITION PLAN

FENCING

EXISTING

FENCING

EXISTING

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

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SHEET KEYNOTES

EQUIPMENT PAD.

REMOVE SOIL AS REQUIRED FOR INSTALLATION OF NEW 5.

CONCRETE.

THICKNESS. REMOVE TOP SOIL AS REQUIRED FOR NEW

SUB-GRADE AS REQUIRED FOR NEW CONCRETE

DEMOLISH CONCRETE WALK AND CURB AND REMOVE 4.

EXISTING CURB TO REMAIN.3.

EXISTING CONCRETE WALK TO REMAIN.2.

INSTALLATION OF NEW EQUIPMENT PAD.

REMOVE CURB, AND PAVEMENT AS REQUIRED FOR 1.

A S S

H O

W N

W E

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SOLICITATION

A N

N A

R B

RESTROOM

MAINTENANCE BAYS

A C

C U -1

U H -2

MAU-1

FU-1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

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US Army Corps

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C T C

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2 3 4 5 6 7 8 9 10 th R

D A

N S I

D p w \P

T -C

P C .E

S .U

S A

C E .A

R M

Y .M

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \M il it a ry P ro je c ts \8 th R e g io n a l S u p p o rt C o m m a n d \M ic h ig a n \A n n A rb o r\

A N

N A

R B R e p a ir V e h ic le E x h a u s t

O M

S \P la n S e ts \S h e e ts \B

N N

A R

B -C

A D

H E

E T -2

-1

-2

-C -1 x x x .d g n

M b e c d b e h

A T

C-102

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

H O

W N

NEW WORK PLAN

N E

W W

O R

K P

L A

TO REMAIN

FENCING

EXISTING

TO REMAIN

FENCING

EXISTING

C J

C J E

JIJ

C J

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

SHEET KEYNOTES

GENERAL NOTES

TO BRING EARTH TO WITHIN 1" OF TOP OF CONCRETE.

REPAIR GRASS AND SEED. PROVIDE ADDITIONAL TOPSOIL

WHERE NEW WORK DISTURBS EXISTING GRASS AREA, 2.

FOLLOWING THE NEW CONCRETE WORK.

PAVEMENT PATCH THE PAVEMENT TO MATCH EXISTING

WHERE THE NEW WORK DISTURBS THE EXISTING 1.

NEW CONCRETE CURB, SEE DETAIL E6/C-501.2.

E8/C-501.

THICKNESS FOR 12" AT EXISTING PAVEMENT. SEE DETAIL

GRADUALLY THICKEN THE SLAB TO 12". MAINTAIN 12"

CURB. WHERE THE SLAB MEETS EXISTING PAVEMENT

TOP OF STOOP AND NOT LOWER THAN TOP OF THE WEST

EQUIPMENT. TOP OF MECHANICAL PAD TO BE FLUSH WITH

NEW 6" CONCRETE PAD TO SUPPORT MECHANICAL 1.

0 2' 4' 8'SCALE : 1/4"=1'-0"

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

A N

N A

R B

W E

SOLICITATION

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

DEPTH, UNLESS OTHERWISE INDICATED.

THE FILLER SHALL EXTEND THE FULL SLAB 2.

THE SIDEWALK AND THE CURB.

EXPANSION JOINTS WILL BE USED BETWEEN 1.

NOTE:

TOP OF PAVEMENT

" BELOW¼" TO �

SEALANT RECESSED

POURED JOINT

TO ASTM D 4819, TYPE II

CONFORMING

JOINT FILLER

EXPANSION

PREFORMED

NOTE: ALL JOINTS SHALL BE SAWCUT.

FIT SNUG IN JOINT

BACKER ROD TO

ABSORBTIVE

NON-MOISTURE

¼"

TOP OF PAVEMENT

" BELOW¼" TO �

SEALANT RECESSED

POURED JOINT

A N

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-C -5 x x x .d g n

C O

E -M

V R

P W

R O

C-501

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

S E

C T

N A

N D D

E T

ASPHALT

EXISTING

RADIUS TO MATCH

ISOLATION JOINT

6" CONCRETE

AGGREGATE BASE

6" COMPACTED

NEW CURB

½"

EXPANSION JOINT = ¾"

ISOLATION JOINT = ½"

CURB WIDTH

6"± MATCH EXISTING

ASPHALT

EXISTING

12" 12"

AGGREGATE BASE

COMPACTED

CONCRETE

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

EXPANSION & ISOLATION JOINT

CONTRACTION JOINT

NEW CURB

SCALE : NTS SCALE : NTS SCALE : NTS SCALE : NTS

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

A S S

H O

W N

A N

N A

R B

THICKENED EDGE

W E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

120/208V-3Ф-4W

PANELBOARD OMS

OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

A N

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-S -1 x x x .d g n

C O

E -M

V R

P W

R O

S-101

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

STEEL BEAM

EXISTING 12 WF 27

WOOD JOISTS (TYP.)

EXISTING 2 X 12

STEEL CHANNEL

EXISTING 10" 15.3#

STEEL CHANNEL

EXISTING 10" 15.3#

STEEL BEAM

EXISTING 12 WF 27

S-501, S-502, AND S-503

SHOWN ON SHEETS

SIMILAR TO FRAMING PLAN

FOR WORK IN THIS AREA

STEEL BEAM

EXISTING 12 WF 27

COLUMN (TYP. OF 2)

EXISTING 5 WF 16

S-501, S-502, AND S-503

SHOWN ON SHEETS

SIMILAR TO FRAMING PLAN

FOR WORK IN THIS AREA

NEW WORK FLOOR PLAN

S T

R U

C T

U R

A L N

E W W

O R

H O

S E R

E E

L S

U P

P O

R T P

L A

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

H .O

C O

S .B

R Y

N E

SHEET KEYNOTES

GENERAL NOTES

NEW 2 x 12 FRAMING AT ROOF HATCH OPENING EDGE.5.

HEADERS.

INSTALL NEW ROOF HATCH. PROVIDE NEW 2 x 12

NEEDED TO SAWCUT AND REMOVE PORTION OF JOIST TO

TEMPORARILY SUPPORT ROOF JOISTS DOUBLE AS 4.

NAILS @ 16" O.C. ALTERNATING TOP AND BOTTOM.

12'S TO EXISTING 2 x 12 ROOF JOISTS WITH 16d COMMON

MATCH EXISTING JOIST HANGERS. NAIL AND GLUE NEW 2 X

JOISTS. PROVIDE JOIST HANGERS AT EACH END TO

PROVIDE NEW WOOD 2 x 12's SISTERED ONTO EXISTING 3.

SUPPORTED BY THE EXISTING JOISTS.

EXISTING STEEL WIDE FLANGE BEAMS, AND SHALL NOT BE

SUPPORT SYSTEM SHALL BE SUPPORTED BY THE

PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. NEW

IBC CODE, SEALED AND SIGNED BY REGISTURED

MANUFACTURERS RECOMMENDATIONS AND THE LATEST

ATTACHMENT TO WIDE FLANGE BEAM, DESIGNED TO MEET

APPROVAL THE SUPPORT SYSTEM, INCLUDING DETAILS OF

VEHICLE EXHAUST FAN - CONTRACTOR SHALL SUBMIT FOR 2.

DETAILS SHOWN ON SHEETS S-501, S-502, AND S-503.

VEHICLE EXHAUST HOSE REEL - SEE SUPPORT FRAMING 1.

ALL ROOF FRAMING SHOWN ON PLAN IS EXISTING.3.

EXCEPT WHERE INDICATED HEREIN.

NO NEW LOADS ARE ALLOWED ON EXISTING JOISTS, 2.

DRAWINGS.

SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL

FOR OTHER ROOF PENETRATIONS AND ROOF EQUIPMENT 1.

A S S

H O

W N

W E

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SOLICITATION

A N

N A

R B

S-502-C1

S-503-A2

S-502-D1

S-502-B1

S-503-C1

S-502-A1

S-502-C1

S-502-D1

S-502-B1

S-503-B1

S-503-A2

S-502-B1

S-502-C1

S-502-D1

S-502-A1

S-502-B1

S-502-C1

S-502-D1

S-503-A2

S-502-A1

S-503-C1 S-503-B1

S-502-B1

S-502-D1

S-503-A2

S-502-C1

S-503-A2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

"16 136'-11

"16 137'-9

HOSE REEL

SUPPORT

HOSE REEL

FAST. ASSM.

" DIA (TYP)4

FAST. ASSM.

" DIA (TYP)4

L BOLTS

Y C

O R

E C

T E

D H

H T A

FAST. ASSM.

½" DIA (TYP)

L HOSE REEL

"8 12'-10

1'-6" CL.

WALL MOUNT HOSE REEL - PLAN

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

FAST. ASSM.

½" DIA (TYP)

HOSE REEL.

AS REQUIRED TO LEVEL

INSTALL SHIM PLATES

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1

WALL MOUNT HOSE REEL - ELEVATION

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A7

WALL MOUNT HOSE REEL - ELEVATION

HOSE REEL.

AS REQUIRED TO LEVEL

INSTALL SHIM PLATES

(SPACER PLATE)

MIN. 4" EMBEDMENT.

NUT INSTALLED WITH EPOXY GROUT,

ROD/ FLAT AND LOCK WASHER AND

" DIA. ASTM A449 THREADED4

GROUTED WALL

ASSEMBLY FOR

TYPICAL FASTENER

C ANCHOR

L L

C ANCHOR

RECOMMENDTIONS (TYP)

HOSE REEL MANUFACTURERS

DRILL HOLES PER

EXISTING CMU WALL

RECOMMENDATIONS

MANUFACTURES

HOSE REEL

DRILL HOLES PER

"16 16'-8

SEE NOTE 8

GROUT CMU CORE,

SEE NOTE 8

GROUT CMU CORE,

AND FACE BRICK (NOT SHOWN) AT HR-7

EXISTING CMU WALL CONSTRUCTION

WALL CONSTRUCTION

EXISTING CMU

A N

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-S -5 x x x .d g n

C O

E -M

V R

P W

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H O

W N

H A

N G

E R A

S S

E M

B L

Y D

E T

W A

L L M

O U

N T

E D H

O S

E R

E E

S-501

S T

R U

C T

U R

N A

R B

O R

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

A N

N A

R B

H .O

C O

S .B

R Y

N E

B .H

A R

T M

A N

J .B

A R

T E

GENERAL NOTES

ANCHOR AND FILL CORES, FLOOR TO HOLE, WITH GROUT.

IF CORE IS HOLLOW, DRILL HOLE 2 COURSES ABOVE TOP 8.

FOR LOCATION OF HOSE REEL SUPPORT SEE SHEET S-101.7.

VERIFY WITH MANUFACTURER DESIGN BASIS.

- DIMENSIONS ARE FOR THE EQUIPMENT SPECIFIED, 6.

STRUCTURE. COLOR SELECTED BY C.O.R.

GALVANIZED, PRIMED AND PAINTED TO MATCH EXISTING

NEW EXTERIOR EXPOSED STEEL SHALL BE HOT DIPPED 5.

FROM RESTING AGAINST THE WALL.

CMU WALL SYSTEM WHICH PREVENT THE NEW METAL

MINIMALLY GRIND ANY IMPERFECTIONS IN THE EXISTING 4.

SURFACES SHALL BE RESTORED.

ACHIEVE LEVELNESS OF THE FRAME. ALL DAMAGED PAINT

THICKNESS, TACKWELDED TO THE FRAME, AND USED TO

COR. SHIM PLATES SHALL BE OF A FIELD DETERMINED

USED AT ANCHOR LOCATIONS UPON APPROVAL OF THE

MINIMAL USE OF ASTM A36 STEEL SHIM PLATES MAY BE 3.

EXISTING STRUCTURE. COLOR SELECTED BY C.O.R.

ASTM A36 STEEL, PRIMED AND PAINTED TO MATCH

NEW INTERIOR STEEL STRUCTURAL MEMBERS SHALL BE 2.

WASHERS, LOCK WASHER, AND NUT.

TYPICAL FASTENING ASSEMBLY =ASTM F3125 BOLT, FLAT 1.

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

W E

SOLICITATION

A N

N A

R B

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-S -5 x x x .d g n

C O

E -M

V R

P W

R O

S-502

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

N G

E R P

A R

T S I

N E

W W

A L L M

O U

N T

E D H

O S

E R

E E

S T

R U

C T

U R

A L

2""8

4""4 39"8

"8 13'-5

"4 32'-2"16

93"16 136 2"2"

"16

"8 11'-9"4

33'-2"16 152'-9

" HOLE (OPPOSITE HAND ONLY)16

" HOLES16

13L

ROD WALL ANCHORS ON CENTERS OF CMU VERTICALLY GROUTED CORES

"16 34"16

3'-10"

2" 2"

"16 5L5 x3 x

8" 1'-0" 1'-0" 1'-0" 2"

(AS SHOWN ONLY)

" HOLE16

"16 5L5 x5 x

" HOLES16

13L

"4 12'-1

" HOLE (OPP. HAND ONLY)16

" HOLES16

13L

"16 5L5 x3 x

" HOLE (TYP)16

"16 5L5 x3 x

(AS SHOWN ONLY)

" HOLE16

"4 14"8

13'-9"16

2" 2""16 34"16

"16 93"16

136 2" 2"

" ( MAX ) SHORTEN AS NECESSARY TO LOCATE THREADED16

137'-9

"16 13"16

33 "16 151 "16

DETAIL

DETAIL ( MAKE 1 EACH AS SHOWN, 1 EACH OPPPOSITE HAND )

( MAKE 1 EACH AS SHOWN, 1 EACH OPPPOSITE HAND )

0 3" 6" 9" 12"SCALE : 3"=1'-0"

DETAIL ( MAKE 1 EACH AS SHOWN, 1 EACH OPPPOSITE HAND )

0 3" 6" 9" 12"SCALE : 3"=1'-0"

DETAIL ( MAKE 1 EACH AS SHOWN, 1 EACH OPPPOSITE HAND )

0 3" 6" 9" 12"SCALE : 3"=1'-0"

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

H .O

C O

S .B

R Y

N E

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

A S S

H O

W N

W E

SOLICITATION

A N

N A

R B

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-S -5 x x x .d g n

C O

E -M

V R

P W

R O

S-503

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

R U

C T

U R

A L

H A

N G

E R P

A R

T S I I

N E

W W

A L L M

O U

N T

E D H

O S

E R

E E

"16

"16 5L2 x2 x

"8 16'-

( MAKE AS REQUIRED, SEE NOTES ON SHEET S-502 )

"16

5PL

"16

ON CENTERS OF CMU VERTICALLY GROUTED CORES

"16

5PL

" HOLE (TYP)16

L NEW HOLE

"16 5L2 x2 x

"4 11'-7

* * " (MAX) SHORTEN AS NECESSARY TO LOCATE THREADED ROD WALL ANCHORS4

33'-4

*" (MAX) SHORTEN AS NECESSARY TO LOCATE THREADED ROD WALL ANCHORS2

17'-7

0 3" 6" 9" 12"SCALE : 3"=1'-0"

DETAIL

"4 31 3"

3" 6"

6"3"

1/4

( MAKE 1 EACH )

( SPACER PLATE, MAKE 2 EACH )

0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

H .O

C O

S .B

R Y

N E

J .B

A R

T E

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

A S S

H O

W N

W E

SOLICITATION

A N

N A

R B

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th

OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -1 x x x .d g n

C O

E -M

V R

P W

R O

A-101

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

D E

M O

N F

L O

O R P

L A

A R

C H

E C

T U

R A

DEMOLITION FLOOR PLAN

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

3 3 3

9 9

B .H

A R

T M

A N

J .B

A R

T E

4 4 4 4

SHEET KEYNOTES

GENERAL NOTES

INFORMATION ON EXISTING MATERIALS.

1. SEE REFERENCE DRAWINGS FOR ADDITIONAL

DEMOLISH OVERHEAD DOOR,TRACK, AND OPERATOR.13

HATCH ABOVE MEZZANINE LEVEL. SEE DETAILS ON A-502.

DEMOLISH ROOFING AS REQUIRED FOR NEW ROOF 12

MECHANICAL. SEE DETAILS ON A-502.

MECHANICAL DUCT PENETRATION. COORDINATE WITH

DEMOLISH UPPER AREA WALL AS REQUIRED FOR 11

DEMOLISH MEZZANINE LEVEL PLYWOOD FLOORING.10

AS REQUIRED FOR EPOXY FINISH.

DEMOLISH YELLOW FLOOR PAINT AND PREPARE FLOOR 9

PLUMBING FIXTURES, SEE MECHANICAL DRAWINGS.

DEMOLISH ELECTRIC WATER COOLER AND RESTROOM 8

DEMOLISH CONCRETE SILL AND METAL THRESHOLD.7

WINDOW.

SPACED APPROX. 12" +/- O.C. ON THE INTERIOR OF THE

WINDOW HEAD. DEMOLISH VERTICAL STEEL ANGLES

DEMOLISH WINDOWS AND INTERIOR WOOD TRIM AT 6

SOAP DISPENSERS AND SAVE FOR REINSTALLATION.

DISPENSER, PAPER TOWEL DISPENSER, MIRROR, AND

PREP FLOOR FOR EPOXY FINISH. REMOVE TOILET PAPER

DEMOLISH FLOOR TILE, WALL BASE, AND ADHESIVES. 5

DEMOLISH GYPSUM BOARD CEILING.4

FRAMES ARE GROUTED.

DEMOLISH PERSONNEL DOORS AND FRAMES. NOTE: 3

FRAME. SEE A1/A-501.

DEMOLISH WALL AS REQUIRED FOR NEW DOOR AND 2

FLOOR FOR EPOXY FINISH.

DEMOISH CARPET, FLOOR TILE, AND ADHESIVES. PREP 1

A S S

H O

W N

W E

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SOLICITATION

A N

N A

R B

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

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E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

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C O

E -M

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P W

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A-102

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

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A N

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M I

A R

C H

E C

T U

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N E

W W

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K F

L O

O R P

H O

W N

NEW FLOOR PLAN

2-1

3-1 4-1 5-1 6-1 7-1

1-1

1-4

1-2

1-3

1 1

2 2

19'-0" ± M.O.19'-0" ± M.O.

OFFICE

TOOLS & PARTS

STORAGE

OFFICE

STORAGE

MAINTENANCE BAYS

RESTROOM

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

J .B

A R

T E

B .H

A R

T M

A N

11 11 11

TO REMAIN

FENCE

EXISTING

TYP. OF 4

TO REMAIN

SIDEWALK

EXISTING

SHEET KEYNOTES

GENERAL NOTES

0 2' 4' 8'SCALE : 1/4"=1'-0"

15 18

3'-10"

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

22 223 11 223 22 3'-1" ±

INSTALLING FINAL FINISHES.

REMOVED MATERIALS AND EQUIPMENT PRIOR TO

PATCH HOLES AND REPAIR DAMAGES TO FINISHES FROM 2.

BY THE CONTRACTING OFFICER.

PAINT AND OTHER FINISH COLORS ARE TO BE SELECTED 1.

MEZZANINE JOISTS.

PROVIDE 1/2" GYPSUM BOARD CEILING AT UNDERSIDE OF 22.

FLOOR. SEE ALSO DETAIL A1/A-501.

PROVIDE SLOPED CONCRETE FROM DOOR SILL TO BAY 21.

EXTERIOR OF THE BUILDING.

COATS THE FASCIA AND SOFFIT AROUND ENTIRE

REMOVE LOOSE PAINT, PRIME, AND COAT WITH TWO 20

UNIT INSTALLED.

AND IS TO BE MODIFIED AS REQUIRED TO SUIT ACTUAL

MECHANICAL SYSTEM. SIZE SHOWN IS APPROXIMATE

PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR NEW 19

JOISTS THROUGHOUT OMS.

BARRIER COATING AT UNDERSIDE OF ROOF DECK AND

PROVIDE SPRAY FOAM INSULATION AND THERMAL 18

PAINT STEEL COLUMNS AND BEAMS.17

FROM THE MEZZANINE LEVEL. SEE DETAILS ON A-503.

NEW ROOF ACCESS HATCH AND LADDER. ACCESSIBLE 16

DUCTWORK AND SIMILAR ITEMS.

MEZZANINE. PROVIDE OPENINGS AS REQUIRED FOR

PROVIDE 3/4" T&G PLYWOOD FLOOR OVER THE ENTIRE 15

PAINT OVERHEAD DOOR LINTEL.14

AND WHEEL GUARD SAFETY YELLOW.

PAINT OVERHEAD DOOR JAMB. PAINT JAMB PROTECTOR 13

SEE DETAILS ON A-502. PAINT EXISTING WOOD TRIM.

FLOORING AND INSTALL REMOVABLE RAILING SYSTEM.

PROVIDE BLOCKING IN FIRST BAY OF MEZZANINE 12

PAINT WALLS TWO COATS. 11

COLOR.

AND PAINT WALLS ABOVE THAT ANOTHER LIGHTER

(APPROXIMATELY 8'-8" ABOVE THE FLOOR) ONE COLOR

TOP OF OFFICES AND STORAGE ROOMS

SCHEME - PAINT FROM WALLS TO A LEVEL FLUSH WITH

PAINT WALLS TWO COATS. PROVIDE 2 TONE COLOR 10

ELEVATION ON SHEET A-501.

NEW TRANSLUCENT PANELS AND ALUMINUM SILL. SEE 9

STATION. SEE PLUMBING DRAWINGS.

NEW ELECTRIC WATER COOLER AND BOTTLE REFILL 8

REMOVED MECHANICAL ITEM. SEE DETAILS ON A-503.

TOOTH-IN BRICK AND CMU TO INFILL OPENINGS FROM 7

SEE DETAILS ON A-503.

TOOTH-IN BRICK AND CMU TO INFILL DOOR OPENING. 6

MOUNT SOAP DISPENSERS OVER THE SINK.

TOILET PAPER DISPENSER IN THE SAME LOCATION.

REINSTALL MIRROR, PAPER TOWEL DISPENSER, AND 5

DOOR FRAMES. SEE DETAILS A4 AND E4 ON SHEET A-503.

NEW STEEL LADDER, PAINT TO MATCH HOLLOW METAL 4

APPLY SEALER TO CONCRETE FLOOR.3

PAINT - COLOR SAFETY YELLOW.

PAINT WALKWAY AREAS OF FLOOR WITH EPOXY FLOOR 2

NEW 4" WALL BASE.

SELECTED. PROVIDE OFFICES AND RESTROOM WITH

PAINT FLOOR WITH EPOXY FLOOR PAINT - COLOR AS 1

A-501

A-502

W E

SOLICITATION

A N

N A

R B

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -1 x x x .d g n

C O

E -M

V R

P W

R O

A-103

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

A R

C H

E C

T U

R A

H O

W N

N E

W R

E F

L E

C T

E D C

G P

L A

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

SHEET KEYNOTES

GENERAL NOTES

INFORMATION.

SEE REFERENCE DRAWINGS FOR ADDITIONAL 1.

0 2' 4' 8'SCALE : 1/4"=1'-0"

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

EXPOSED STRUCTURE.3.

1/2"GYPSUM BOARD CEILING.2.

BOVE MAINTENANCE BAYS AND MEZZANINE LEVEL.

SPRAY FOAM UNDERSIDE OF ROOF JOISTS AND DECK. 1.

R .M

O T

C .T

L B

E R

A N

N A

R B

NEW REFECTED CEILING PLAN

W E

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

OFFICE OFFICE STORAGESTORAGETOOLS & PARTS

2 4 5 6 7

RESTROOM

MAINTENANCE BAYS

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

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US Army Corps of Engineers

US Army Corps

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C T C

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SHEET ID

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D A

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E ic s p d f2 \3

N N

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A D

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A-501

C K I S

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M I

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C H

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HEAD

METAL DOOR

HOLLOW

METAL FRAME

HOLLOW

JAMB

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

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E R

V E C

E N

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H R

B .H

A R

T M

A N

J .B

A R

T E

BOTH SIDES

CAULK - TYP.

2 - #5 BARS

METAL DOOR

HOLLOW

METAL FRAME

HOLLOW

LINTEL

PRECAST CONCRETE

SIDEWALK

EXISTING

3'-4"±

SAWTOOTHING

OUT CORNERS AND ELIMINATE

USED SALVAGED TO SQUARE

FOR NEW CONSTRUCTION.

REMOVE BRICK AS REQUIRED

AROUND AND IN BETWEEN

2 INCH RIGID INSULATION ALL

DUCTS. DUCTS SHALL HAVE

ENCLOSURE AROUND AIR

NEW SHEET METAL JACKET

SCALE : NTS

A F F V .I .F

FLASHING SET IN MORTAR

PROVIDE NEW COUNTER

OF NEW FLASHING

SEALANT AROUND PERIMETER

SLOPE

SCALE : NTS

NEW DOOR ( 7-1)

WEEPS @ 1'-4" O.C.

FLASHING WITH

PROVIDE NEW

AND SECURE TO BRICK AT 8" O.C.

NEW DUCTWORK. SET IN SEALANT

METAL AROUND PERIMETER OF

NEW 4" x 4" PRE-FINISHED SHEET

NEW CONSTRUCTION.

REQUIRED TO PERFORM

EXISTING STRUCTURE AS

CONTRACTOR SHALL SHORE

NOTE:

INSULATION

JACKETING OVER RIGID

PREFINISHED SHEET METAL

NEW AIR DUCTS INSIDE

OF NEW FLASHING

SEALANT AROUND PERIMETER

REQUIRED FOR NEW WORK

REMOVE BRICK AND CMU AS

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

NEW EXTERIOR WALL DUCT PENETRATION

DUCTWORK AS REQUIRED

SEALANT AND SECURE TO BRICK AND

PERIMETER OF NEW DUCTWORK SET IN

COUNTER FLASHING AROUND

NEW PRE-FINISHED SHEET METAL

NEW EXTERIOR WALL DUCT PENETRATION

JOINT

1/4" EXPANSION

JAMB

SILL

NEW TRANSLUSCENT PANEL SYSTEM DETAILS

HEAD

TRANSLUSCENT PANEL ELEVATION

0 2' 4' 8'SCALE : 1/4"=1'-0"

19'-0" M.O.

R .O

3 EQUAL SECTIONS

Q U

A L S

P A

C E

TYP.

SCHED.

SEE

S E

C H

E D

INSULATED SAFETY GLASS

4 WINDOWS WITH 1"

PAINT

HM FRAME,

DOOR TYPE F FRAME TYPE A OHD

VARIES

PAINT

HM DOOR,

SCALE : NTS

D E

T A

D O

O R

D O

W S

A N

D D

U C

T P

E N

E T

R A

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

PER JAMB

(3) REQUIRED

MASONRY ANCHOR

BOTH SIDES

CAULK - TYP

FOUNDATION

EXISTING

BEYOND

WALL

MASONRY

EXISTING

AND FRAME

NEW DOOR

SET IN SEALANT

11 3/4" THRESHOLD

BAY FLOOR

CONCRETE TO

SLOPE NEW

EXISTING CONCRETE SILL

BACKER ROD AND SEALANT

SHIM

TRANSLUCENT PANEL SYSTEM

SEALANT

EXTEND SILL UNDER PANEL

SHIM

TRANSLUCENT PANEL SYSTEM

EXISTING CONSTRUCTION TO REMAIN

NEW WOOD BLOCKING

MATCH PANEL FRAME COLOR

PRE-FINISHED ALUMINUM TRIM,

DEMOLISH TRIM

SEALANT

SHIM

TRANSLUCENT PANEL SYSTEM

BACKER ROD AND SEALANT

SPACES

6 EQUAL

WITH INSULATION

AROUND DUCTWORK

FILL VOIDS ALL

TO REMAIN

EXISTING BOND BEAM

EACH END

MINIMUM 4" BEARING

1/2" x 1/4" ANGLE WITH INSTALL NEW 3 1/2" x 3

CMU WALL

EXISTING 8"

FULLY GROUTED

NEW CMU JAMB,

WORK

FOLLOWING

INSTALL

REMOVE AND

TEMPORARILY

IF NEEDED,

AND SOFFIT

PAINT WOOD FASCIA

BOTH SIDES

BACKER ROD AND SEALANT

COLOR-MATCHED SEALANT

MASONRY WALL WITH

SEAL ENDS ADJACENT TO

MATCH PANEL COLOR

ALUMINUM SILL W/ DRIP,

NEW PRE-FINISHED

SEALANT BEHIND DRIP

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

TYP

PANEL SECTIONS

ALIGN SILL JOINTS WITH

ALUMINUM SILLTYP

SEAL JOINT WITH COLOR MATCHED SEALANT

LAP SEAM MINIMUM 1"

R .M

O T

C .T

L B

E R

A N

N A

R B

CMU

AND

BRICK

EXISTING

SEALANT

JOINT

EXPANSION

NEW

DOOR AND FRAME TYPES

DOOR SILL DETAIL

W E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -5 x x x .d g n

C O

E -M

V R

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A-502

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

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P S O

F E

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R B

O R

M I

A R

C H

E C

T U

H O

G U

A R

D R

N D L

A D

D E

R D

E T

INTERIOR EAST ELEVATION OF GUARDRAILS

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

SCALE : 3/8"=1'-0" 0 2' 4' 6'

SCALE : 3/8"=1'-0" 0 2' 4' 6' A4

LADDER ELEVATION

EXISTING 2x10 JOIST

BLOCKING

TYP

HOLD-DOWN ANCHOR

GUARD POST

4" HIGH TOE KICK

EXISTING 2x10 JOIST

GUARD POST

BOTTOM, EACH SIDE

10d NAILS TOP AND

POST; TOE NAIL WITH

BLOCKING A GUARD

BAY, PROVIDE 2x

AT FIRST INTERIOR

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SWING GATE

NEW 3/4" PLYWOOD FLOORING

WITH WALK-THROUGH RAILING

OSHA-COMPLIANT LADDER

LADDER MANUFACTURER

8" CMU AS REQUIRED BY

ANCHOR LADDER TO EXISTING

SCALE : 3/4"=1'-0" 0 1' 2' 3'

EXISTING 2x10 JOIST

EXISTING WOOD TRIM

MANUFACTURER

REQUIRED BY RAILING

1/2" Ø THRU-BOLTS, OR AS

2'1'0SCALE : 1"=1'-0"A6

JOIST REINFORCEMENT DETAILS

OF 2x20 @ 16" O.C.

FLOOR STRUCTURE

EXISTING MEZZANINE

RAIL ANCHOR LOCATIONS

TO A4 THIS SHEET AT LADDER

PROVIDE BLOCKING SIMILAR

INTERIOR SOUTH ELEVATION GUARDRAIL

SHEET KEYNOTES

GENERAL NOTES

40 PSF

MAX. LOAD

MEZZANINE

WITH TEXT AS FOLLOWS:

LETTERS, WITH WHITE TEXT ON BLACK BACKGROUND

PROVIDE RIGID PLASTIC SIGN, MIN. 20” X 14” WITH 2” HIGH 4.

NEW LADDER, SEE A4, THIS SHEET.3.

WATER LINE.

OPENING IN TOE KICK FOR EYEWASH/DELUGE SHOWER 2.

KICK. FINISH TO BE SAFETY YELLOW.

WITH 21” MAX BETWEEN RAILS. PROVIDE 4” HIGH TOE

NEW PRE-ENGINEERED GUARD RAIL SYSTEM 42” HIGH 1.

3'-10 3/4 "

6'-0"±6'-0"

CLEARANCE

FOR LADDER

AS REQUIRED ±6'-1" ±26'-11"±4'-9"

SLIDE GATE OPENING

SLIDE GATE SYSTEM

MANUFACTURED STANDARD

AND DUCT

TO CLEAR PIPES

OPEN

TYP

NEW DOOR AND FRAME NEW WATER COOLER SHOWER

EYEWASH/DELUGE

EXISTING

SEE MECHANICAL

NEW DUCT

R .M

O T

C .T

L B

E R

A N

N A

R B

LADDER ATTACHMENT TO WOOD FLOORING JOISTS.

A6, THIS SHEET, AT ALL LOCATIONS OF GUARD POST AND

PROVIDE JOIST REINFORCEMENT AS SHOWN IN DETAIL 3.

LOCATIONS OF INTERFERENCES.

FIELD VERIFY ALL DIMENSIONS, EXISTING ITEMS, AND 2.

DUCTWORK NOT SHOWN FOR CLARITY.

MEZZANINE LEVEL ROOF HATCH, PIPING, AND 1.

W E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -5 x x x .d g n

C O

E -M

V R

P W

R O

A-503

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

A R

C H

E C

T U

H O

W N

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

D E

T A

R O

O F H

A T

C H A

N D W

A L L I

N F

ROOF HATCH SECTION

2 37

10 11

V .I .F

EXISTING WALL

3'x3' OPENING

SCALE : NTS

SHEET KEYNOTES

FINISHED FLOOR

EXISTING

NEW CMU UNITS

TYP. - INDICATES

M .O

(2) #5 EMBED 6" DEEP

DRILL AND GROUT

UNITS

EXISTING CMU

TYP. - INDICATES

REQUIREMENTS

SHEET FOR LINTEL

SEE DETAIL D1 THIS

FOR NEW WORK

AS REQUIRED

REMOVE CMU

SAWCUT AND

EXISTING

CMU TO MATCH

TOOTH-IN NEW M.O.

3'-4"

NEW CMU ( 7-1) OPENING

SCALE : 3/8"=1'-0" 0 2' 4' 6'

W A

L L

N E

W M

A S

O N

R Y I

N F

S E

E N

O T

E B

E L

O W

OPENING

EXISTING

SIZE VARIES

OPENING

EXISTING

SIZE VARIES

INTO EXISTING CMU

CMU INFILL - TOOTH

TYP - INDICATES NEW

E X

O P

E N

E V

A R

EXSITING FACE BRICK

TYP - INDICATES

IN TO EXISTING BRICK

BRICK INFILL - TOOTH

TYP - INDICATES

EXISTING CMU WALL

TYP - INDICATES

INTERIOR ELEVATIONEXTERIOR ELEVATION

NEW BRICK

NEW ROOF HATCH PLAN

NOTE BELOW

NEW 8" CMU, SEE

OF 1900 PSI ON NET AREA AT 21 DAYS.

A SPECIFIED MINIMUM COMPRESSIVE STRENGTH

ALL CMU SHALL BE TWO CELL BLOCK AND HAVE 2.

PREP FOR PAINTING.

PRIME CMU AT MASONRY INFILL LOCATIONS TO 1.

NOTE:

MASONRY DETAIL

TYPICAL EXTERIOR WALL INFILL

0 1' 2' 4'SCALE : 1/2"=1'-0"

TYP

IN EPOXY RESIN GROUT

12" #6 BAR EMBEDDED

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

HANDRAIL EXTENSION POST.16.

INSULATION.

OF BUILT-UP-ROOF 1#2" FIBERBOARD AND RIGID

PATCH ROOF TO MATCH EXISTING ROOF CONSTRUCTION 15.

INSULATION.

ROOF SADDLE, OF 1#2" FIBERBOARD AND RIGID 14.

THICKNESS. VERIFY IN FIELD EXACT THICKNESS.

2x6 WOOD PLATES TO MATCH ROOF INSULATION 13.

MEMBRANE.

AS REQUIRED TO PATCH EXISTING 3-PLY ROOFING

EXISTING. PROVIDE NEW ROOF CANTS AT ROOF HATCH

PATCH ROOF MEMBRANE AND INSULATION TO MATCH 12.

DRAWINGS FOR CONSTRUCTION DETAILS.

EXISTING GYPSUM BOARD CEILING, SEE REFERENCE 11.

EXISTING 2X10 MEZZANINE JOIST TO REMAIN.10.

NEW 3/4" T&G PLYWOOD FLOOR.9.

INCHES O.C., SECURE TO JOIST AND FLOOR.

STEEL LADDER AND EXTENSION POST WITH RUNGS AT 12 8.

WITH JOIST HANGERS.

FOR ROOF HATCH AND SECURED TO DOUBLE HEADER

EXISTING JOISTS TO BE MODIFIED TO CREATE OPENING 7.

EXISTING JOISTS TO REMAIN.6.

INSULATED CURB.

THERMALLY BROKEN 36"X36" ROOF HATCH WITH 5.

NEW 2x12 WOOD DOUBLE HEADER.4.

BOTTOM.

BOTTOM AT 8" O.C., ALTERNATING FROM TOP TO

AND THEN 2 ROWS OF NAILS 3" FROM THE TOP AND

IN THE FOLLOWING PATTERN: 3-10d NAILS AT EACH END

REQUIRED. NAIL THE NEW JOIST TO THE EXISTING JOIST

BEARING DETAILS AND PROVIDE JOIST HANGERS AS

BEAMS. SEE THE REFERENCED DRAWINGS FOR EXISTING

EXTEND NEW JOIST TO ALSO BEAR ON THE STEEL

NEW 2x12 JOIST SISTERED ONTO EXISTING JOIST. 3.

NEW 2x12 WOOD FRAMING.2.

DEMOLISH SHEATHING AND ROOFING AS REQUIRED.1.

SIDE OF OPENING

GROUT TYP. EACH

BLOCK WITH

2 - #5 BAR, FILL

16" O.C. VERTICAL

WALL TIES @

REINFORCING

NEW JOINT

W E

R .M

O T

C .T

L B

E R

SOLICITATION

A N

N A

R B

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

NO.

DOOR

WIDTH HEIGHT TYPE HEAD JAMB SILL

DETAILS

MAT'L

DOOR

REMARKS

THICK SET

HDWR

MAT'L

FRAME

TYPE

HM 1HM

HM HM 1

3'-0"

12'-1"

7'-0"3'-0"

19'-2"

STL

1-1

1-2

1-3

1-4

2-1

7'-0"

7'-0"3'-0"

2'-6"3-1

7'-0"

7'-0"3'-0"

3'-0"5-1

6-1

47'-0"3'-0"7-1

19'-2"

4-1

OHD

OHD-

DOOR SCHEDULE

7'-0"

F A

OHD OVERHEAD DOOR

STEELSTL

HOLLOW METAL, GALVANIZEDHM

LEGEND:

PROVIDE INSULATION IN ALL DOORS.2.

FIELD VERIFY DOOR AND FRAMES SIZES. 1.

:GENERAL NOTES

REMOVED DOOR. PROVIDE 3 EXISTING OPENING ANCHORS PER JAMB.

INSTALL DOOR FRAMES IN EXISTING OPENINGS AT SAME LOCATION AS 1.

:REMARKS

A N

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -6 x x x .d g n

C O

E -M

V R

P W

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H O

W N

B .H

A R

T M

A N

J .B

A R

T E

A-601

N A

R B

O R

M I

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

A N

N A

R B

H E

D U

L E

A R

C H

E C

T U

R A

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

A1/A-501

D1/A-501 D1/A-501

A N

N A

R B

R .M

O T

C .T

L B

E R

W E

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-A -9 x x x .d g n

C O

E -M

V R

P W

R O

A-901

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

A R

C H

E C

T U

H O

W N

E X

G C

O N

N S P

H O

T O

NORTH ELEVATION - LOOKING WEST

WINDOWS - WEST ELEVATION

DOOR 1-2 - INTERIOR

MECHANICAL UNIT ABOVE OFFICE

STORAGE ROOM DOOR

DOOR 1-2: EXTERIOR

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

SHEET KEYNOTES

MORTAR.

DEMOLISH CONDUIT AND SWITCH. PATCH OPENING WITH 10.

CONSTRUCTION.

NEW BRICK AND CMU TO MATCH ADJACENT

LOUVERS TO BE DEMOLISHED AND OPENING FILLED WITH 9.

DRAWINGS.

DEMOLISHED AS INDICATED ON THE MECHANICAL

MECHANICAL EQUIPMENT AND DUCTS TO BE 8.

TRANSITE PANEL TO BE ABATED, SEE DRAWING H-101.7.

AND OPENING FILLED WITH BRICK AND CMU.

STORAGE ROOM DOOR AND FRAME TO BE DEMOLISHED 6.

TRANSLUSCENT PANEL SYSTEM.

WINDOWS TO BE DEMLISHED AND REPLACED WITH 5.

CONCRETE SILL AND THRESHOLD TO BE DEMOLISHED.4.

TYPICAL EXTERIOR DOOR AND FRAME TO BE REPLACED.3.

REPLACED.

OVERHEAD DOOR, TRACK, AND OPERATOR TO BE 2.

WOOD FASCIA AND SOFFIT TO BE PAINTED.1.

R .M

O T

C .T

L B

E R

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

W E

SOLICITATION

A N

N A

R B

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th

C U -1

HR-1 HR-2

U H -2

UH-

BEF-1

MAU-1

FU-1

EF-1

A F

M S -1

120/208V-3Ф-4W

PANELBOARD OMS

H H

S S S

L O

C N

A C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-F -1 x x x .d g n

C O

E -M

V R

P W

R O

F-101

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

H O

W N

N E

W W

O R

K F

L O

O R P

L A

NEW WORK FLOOR PLAN

TYP OF 6

TYP OF 4

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

0 2' 4' 8'SCALE : 1/4"=1'-0"

SHEET KEYNOTES

GENERAL NOTES

ITEMS OF WORK ARE NOTED IN HEAVY LINE WEIGHT.1.

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

RESTROOM

OFFICE TOOLS & PARTS

2 4

OFFICE STORAGESTORAGE

5 6 7

MAINTENANCE BAYS

TYP OF 2

OPERATING CONSOLE

FIRE ALARM LOCAL

AMPLIFIER PANEL

NOTIFICATION

FIRE ALARM

D .T

E P

E N

M .V

A L E

N T

E A

L A

R M

A N

N A

R B

WALL ADJACENT TO THE MAN DOORS.

INSTALL BOTH PULL STATION AND HORN/STROBE TO THE 5.

CONTROLLER TO INITIATE FAN SHUTDOWN.

ADDRESSABLE RELAY MODULE AND CONNECT TO MAU-1

CONNECT THE INDICTOR TEST SWITCH. PROVIDE ZONE

INSTALL DETECTOR IN THE SUPPLY DUCTWORK AND 4.

UNDER THE MEZZANINE. TYPICAL OF 6.

INSTALL THE DETECTORS TO THE CEILING IN THE ROOMS 3.

THE MEZZANINE. TYPICAL OF 2.

INSTALL DETECTORS TO THE BOTTOM OF RAFTERS ABOVE 2.

THE MAINTENANCE BAY. TYPICAL OF 4.

INSTALL DETECTORS TO THE BOTTOM OF RAFTERS ABOVE 1.

W E

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-F -6 x x x .d g n

C O

E -M

V R

P W

R O

F-601

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

H O

W N

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SHEET KEYNOTES

GENERAL NOTES

SUPPORT.

SHALL NOT RELY ON THE SUSPENDED CEILING FOR

PERPENDICULAR TO THE BUILDING STRUCTURE, AND

NEATLY BUNDLED TOGETHER, RUN PARALLEL AND

SHALL BE PROPERLY SUPPORTED FROM J-HOOKS,

RUN OPEN ABOVE ACCESSIBLE CEILINGS. OPEN CABLING

JUNCTION BOX COVERS RED. FIRE ALARM CABLING MAY

ROUTE FIRE ALARM CABLING IN RED EMT. PAINT 2.

QUANTITIES AND LOCATIONS OF DEVICES.

REFER TO FIRE ALARM PLAN F-101 FOR EXACT 1.

OMS BUILDING

SLC LOOP 2C-#18

NAC LOOP 2C-#14 + 2C-#18 TW/SH

SBUS

VBUS

OMS

PANEL

NAC

OMS

PANEL

LOC

AND LOCK-OFF IN PANEL OMS

WITH RED HANDLE BREAKER

TO 20/1 CIRCUIT BREAKER

S B

U S

V B

U S

SBUS

VBUS

SLC LOOP 2C-#18

SYSTEM MANUFACTURER

INSTALLATION REQUIREMENTS WITH

COORDINATE EXACT WIRING AND

CONFIGURATIONS WILL VARY.

FOR APPROVAL BUT WIRING

MANUFACTURERS MAY BE SUBMITTED

SILENT KNIGHT 6820EVS. OTHER

BASIS OF DESIGN:

USARC

FACP IN

EXISTING

REPLACE

SBUS

VBUS

SLC LOOP 2C-#18

USARC BUILDING

ALARM PANEL

THE REMOVED FIRE

CIRCUIT SERVING

RECONNECT TO 120V

SBUS

POT LINES TO BACK

EXISTING TELEPHONE

RECONNECT

VERIFY EXACT LOCATION.

NEW COMPATIBLE PANEL. REQIRE AS NECESSARY. FIELD

REPLACE EXISTING REMOTE ANNUNCIATION PANEL WITH 4.

CIRCUIT IN FMCP.

HORN/STROBES IN USARC TO NOTIFICATION/AUXILIARY

CONNECT EXISTING NOTIFICATION CIRCUIT SERVING 3.

FIELD VERIFY EXACT NUMBER OF ZONES.

INDIVIDUAL ADDRESSABLE MODULES TO NEW FMCP.

USARC THROUGH ADDRESSABLE MONITORS OR

CONNECT EXISTING ZONED FIRE ALARM CIRCUITS IN 2.

CABLING ENTERING THE BUILDING FROM THE OUTSIDE.

PROVIDE SURGE PROTECTIVE DEVICE FOR ALL Cu 1.

RISER DIAGRAM

SCALE : NTS

D .T

E P

E N

M .V

A L E

N T

E A

L A

R M

G D

G R

A M

A N

N A

R B

W E

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

SH SHHHHH

PP P

IAM

FAA

DDPRRRRRR

RESTROOM

MAINTENANCE BAYS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-P -1 x x x .d g n

C O

E -M

V R

P W

R O

P-101

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

H O

W N

NEW WORK FLOOR PLAN

P L

U M

D E

M O

N F

L O

O R P

L A

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

SHEET KEYNOTES

GENERAL NOTES

D .N

U T I

A .U

N E

R T

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

SIZES.

FIELD VERIFY EXISTING PIPING TYPES, LOCATIONS, AND 5.

PROPER INSTALLATION AND CLEARANCES.

FIELD VERIFY ALL NEW EQUIPMENT DIMENSIONS FOR 4.

SEE SHEET P-601 FOR PLUMBING SCHEDULES.3.

LOCATION OF ALL ITEMS SHOWN ARE APPROXIMATE.2.

IDENTIFIED AS NEW WORK.

ALL ITEMS SHOWN IN HEAVY LINE WEIGHT (BOLD) ARE 1.

DEMOLISH EMERGENCY EYEWASH STATION/ SHOWER.6.

DEMOLISH AIR COMPRESSOR AND PIPING.5.

DEMOLISH DRINKING WATER FOUNTION.4.

DEMOLISH TANKLESS WATER HEATER.3.

DEMOLISH TOILET.2.

DEMOLISH LAVATORY. 1.

A N

N A

R B

W E

RESTROOM

MAINTENANCE BAYS

A C

C U -1

HR-1 HR-2

U H -2

UH-

MAU-1

FU-1

G N

NG →

N G

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

C A

H R -2

C A

H R -1

AD-1

AC-1

A N

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-P -1 x x x .d g n

C O

E -M

V R

P W

R O

P-102

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

H O

W N

N E

W W

O R

K F

L O

O R P

L A

NEW WORK FLOOR PLAN

P L

U M

LAV

EWC

5 TYP. OF 2

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

GENERAL NOTES

SHEET KEYNOTES

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

HWS

D .N

U T I

A .U

N E

R T

AND SIZES.

FIELD VERIFY ALL EXISTING PIPING TYPES, LOCATIONS, 5.

PROPER INSTALLATION AND CLEARANCES.

FIELD VERIFY ALL NEW EQUIPMENT DIMENSIONS FOR 4.

SEE SHEET P-601 FOR PLUMBING SCHEDULES.3.

LOCATION OF ALL ITEMS SHOWN ARE APPROXIMATE.2.

IDENTIFIED AS NEW WORK.

ALL ITEMS SHOWN IN HEAVY LINE WEIGHT (BOLD) ARE 1.

A N

N A

R B

1/2" 3/4" HW

3/4"

WH-1

MIXING VALVE AND ADJUST TO PROVIDE 80°F WATER.

PROVIDE NEW EYEWASH STATION WITH THERMOSTATIC 6.

HOSE REELS.

PROVIDE NEW AIR COMPRESSOR, AIR DRYER, PIPING, AND 5.

PROVIDE NEW ELECTRIC WATER COOLER.4.

SAME LOCATION AS DEMOLISHED UNIT.

PROVIDE NEW ELECTRIC WATER HEATER OVERHEAD, IN 3.

PROVIDE NEW WATER CLOSET.2.

PROVIDE NEW LAVATORY. 1.

W E

S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-P -6 x x x .d g n

C O

E -M

V R

P W

R O

P-601

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

H O

W N

S C

H E

D U

L E

MECHANICAL SCHEDULES

MEET OR EXCEED THE SALIENT CHARACTERISTICS OF THE BASIS OF DESIGN.

SUBSTITUTED AS LONG AS THE SALIENT CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER

ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. OTHER MANUFACTURERS MAY BE

GENERAL NOTE

P L

U M

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A N

J .B

A R

T E

R E

P A

E H

L E E

X H

A U

S T S

Y S

T E

M O

M S

D .N

U T I

A .U

N E

R T

A N

N A

R B

W E

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th

RESTROOM

MAINTENANCE BAYS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SHEET ID

2 3 4 5 6 7 8 9 10 th R

D A

N S I

E ic s p d f2 \3

N N

A R

B -C

A D

H E

E T -2

-1

-2

-M

-1 x x x .d g n

C O

E -M

V R

P W

R O

M-101

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

N A

R B

O R

M I

D E

M O

N F

L O

O R P

L A

DEMOLITION FLOOR PLAN

H O

W N

M E

C H

A N

A L

A N

N A

R B

S G

D O

N A

L D C S

C H

O R

G R

E S

E R

V E C

E N

T E

H R

B .H

A R

T M

A…

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