AD210940PC - Technical Exhibit A - Drawings.pdf

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BRANCH CHIEF

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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G-101

C O

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DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

PROJECT NUMBER: AD210940PC

87000

86000

85000

22000

88000

52000

53900

48000

51000

60000

69000

30000

38000

36000

26000

50000

40000

43000

39000

56000

11000

25000

13000

42000 33000

44000

41000

32000

10000

49000

35000

29000

18000

12000

1500037000

31000

28000

23000

17000

19000

27000

34000

21000

16000

24000

93020

53400

51000

53000

75000

14000

53000

55000

89000

FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

FORT HOOD MILITARY RESERVATION - MAIN CANTONMENT AREA

SCALE : 1" = 2000'-0"

0 1/2 MILE 1 MILE

N

W E

S

INDEX OF DRAWINGS

COVER SHEET

REV SHEET DESCRIPTIONSHEET

G-101

D-001

D-101

REV SHEET DESCRIPTIONSHEET

DEMOLITION NOTES

DEMOLITION PLAN

GENERAL SYMBOLS

NOTE BY SYMBOL

REVISION NUMBER

LEGEND

CLEER CREEK

THE COURSES OF

NEW RAIL HEAD

COLLEGE

CENTRAL TEXAS

III CORPS

HOSPITAL

CARL R. DARNALL

PUBLIC WORKS

DIRECTORATE OF

PROJECT SITE

AIRFIELD

HOOD ARMY

SYMBOL

SHOEMAKER

RANGE CONTROL

FORT HOOD

TANK TRAIL

BLOCK PLAN

01-MAY-2023

MOTORPOOL RENOVATION BLDG 32010

PROPOSED MECHANICAL PLAN

PROPOSED FLOOR PLANA-101

M-101

PROPOSED ELECTRIC PLAN

PROPOSED PLUMBING PLANP-101

E-101

M-501 MECHANICAL DETAILS

A-601 SCHEDULES

A

A

E n g ni eeringDi vi s io n

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

D

N C

L E

A R C

R E

E K R

D

VILLAGE

MONTAGUE

VILLAGE

MCNAIR

VILLAGE

CHAFEE

VILLAGE

VENABLE

PARK

PERSHING

VILLAGE

LIBERTY

VILLAGE

KOUMA

HEIGHTS

WAINWRIGHT

GATE

CLARKE

NORTH

GATE

CLARKE

SOUTH

GATE

BECK

BERNIE

PARK

PATTON

N C

L A

R K

E R

O A

D

W OLD IRONSIDES AVE

W TANK DESTROYER BLVD

W TANK DESTROYER BLVD E TANK DESTROYER BLVD

O L

D G

E O

R G

E T

O W

N R

D

W T

ANK

DES

TROYER

BLVD

S C

L A

R K

E R

D

SANTA FE

AVE

WAREHOUSE AVE

W R

A T

T E

N D

R

OLDRAILHEAD DR

W A

Y

W A

R R

IO

R

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U R

P H

Y R

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M A

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IN

D

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EAST

RANG

E

RD

W HELL ON WHEELS BLVD

W IVY DIVISION RD

E OLD IRONSIDES AVE

E HELL ON WHEELS BLVD

E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

A N

G E R

D

N

N

D S

T

N

N

D S

T

W IVY DIVISION RD

N F

O R

T H

O O

D S

T

TURKEY RUN RD

TURKEY RUN RD

TURKEY RUN RD

W VETERANS MEMORIAL BLVD

B L

A C

K G

A P R

D

E MURPHY RD

SOUTH RANGE RD

GATE

RANGE

EAST

TEDESCO WAY

R A

IL

H E

A D

D R

N E

W

LANDFILL

FORT HOOD

GATE

MAYBORNE

E IVY DIVISION RD

PARK

MOTORCYCLE

ATV

VILLAGE III W

COMANCHE

VILLAGE I & II

COMANCHE

M U S

K O

G E E S

T

M U

N

IT

IO

N S R

D

JOHNSON DR

COVE

COPPERAS

T

H S

T

R

D S

T

E MURPHY RD

T

H S

T

AIRFIELD

ARMY

HOOD

S

T

H S

T

S

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H S

T

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N

D S

T

S T J M

IL

L S B

L V

D

KILLEEN

STADIUM

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CLEAR

W LEGENDS WAY

E LEGENDS WAY

E LEGENDS WAY

SITE

PROJECT

B. ROBLESB. ROBLES

ir ec to rat eofPublic

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BRANCH CHIEF

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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F. LAST J. LOPEZ

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

FLOOR PLAN

CL

N g ni eeringDi vi s io n

D-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

A

B

I

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

DRAWING VIEW TITLE

DRAWING VIEW SCALE

NUMBER

DRAWING VIEW

LIMIT OF ENLARGED AREA

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

PLANE

LIMIT OF CUTTING

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

D

E

F

H

K

DEMOLITION LEGEND:

AT (MEASUREMENT)@

ARCHITECT, ARCHITECTURALARCH

ANCHOR BOLTAB

AND MATERIALS

AMERICAN SOCIETY FOR TESTING ASTM

ENGINEERS

AMERICAN SOCIETY OF CIVIL ASCE

INSTITUTE

AMERICAN IRON AND STEEL AISI

CONSTRUCTION

AMERICAN INSTITUTE OF STEEL AISC

AMERICAN CONCRETE INSTITUTEACI

ALTERNATEALT

C

COORDINATECOORD

JOINT

CONTROL OR CONSTRUCTION CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

G

GALVANIZEDGALV

GAGEGA

L

M

N

O

OPPOSITEOPP

ON CENTER EACH WAYOCEW

ON CENTEROC

P

POUND(S)LB(S)

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

Q

QUANTITYQTY

R

S

T

U

V

W

WIDE FLANGEWF

VERTICALVERT

BUILDINGBLDG

BOTTOM OF STEELBOS

BEAMBM

DRAWING(S)DWG(S)

DIAMETERDIA

DEAD LOADDL

EXPANSION JOINTEJ

EQUALEQ

EACHEA

FEETFT

HEADED CONCRETE ANCHORHCA

INCH(ES)IN

INTERNATIONAL BUILDING CODEIBC

KIPK

MINIMUMMIN

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMNFR

NUMBERNO

NOT TO SCALENTS

BUILDING

PRE-ENGINEERED METAL PEMB

POUNDS PER SQUARE FOOTPSF

POUNDS PER LINEAR FOOTPLF

REINFORCEMENTREINF

RADIUSR

STEEL JOIST INSTITUTESJI

STEEL DECK INSTITUTESDI

SQUARE FEETSF

SIMILARSIM

SAW JOINTSJ

TYPICALTYP

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF MASONRYTOM

TOP OF CONCRETETOC

TOP OF BEAMTOB

UNLESS NOTED OTHERWISEUNO

UNIFORM FACILITIES CRITERIAUFC

MATCHLINE

TEXT

MATCHLINE CONTINUATION

DEMOLITION NOTES:

EVERY WORKING DAY.

DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT THE END OF

ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR DN-6

DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.

DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT AND

LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE DN-5

VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.

AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO

THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT DN-4

DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.

THE SCOPE OF WORK RELATING TO THE DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF

BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING OF

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE DN-3

DIMENSIONS.

DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS OR

CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE DN-2

ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.

THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL

ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW SPECIFICATIONS. THE EXECUTION OF DN-1

DISCIPLINE WITH DESINATOR:

SHEET NUMBER WITHIN SERIES

SERIES NUMBER

NORTH ARROW

DETAIL INDICATOR SYMBOL

EXTERIOR ELEVATION INDICATOR

SECTION INDICATOR

WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR

MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL

NOTE BY SYMBOL WITH LEADER

C

B

CENTERLINE

F - FIRE PROTECTION

T - TECHNOLOGY

E - ELECTRICAL

P - PLUMBING

M - MECHANICAL

S - STRUCTURAL

A - ARCHITECTURE

C - CIVIL

D - DEMOLITION

G - GENERAL

FOR CONTINUATION SEE DWG. D-101

BRICK

STEEL

DEMOLITION

ITEMS FOR

DENOTES

CONCRETE

MASONRY

UNIT

CONCRETE

CAST STONE

DEMOLITION AND EXISTING

CONCRETE

MASONRY

METAL

CEILING

ACOUSTIC TILE

CEILING

HARDLID

CEILING MATERIALS

FEATURE

EXISTING

WALLS

SCHEDULES

REF ARCH

NEW WALL,

REMAIN

WALL TO

EXISTING

DEMOLISHED

WALL TO BE

EXISTING

SCHEDULES

WALL, REF ARCH

NEW INSULATED

EARTH

EARTH

D

D

D

D

D

D

D

D

D

D

D

REMOVE AND DISPOSE EXISTING INTERIOR DOOR, FRAMES AND ASSOCIATED HARDWARE.

DEMOLISH EXSITING FURRING AND FINISH MATERIAL.

REMOVE AND DISPOSE EXISTING EXTERIOR DOOR, FRAMES AND ASSOCIATED HARDWARE.

REMOVE AND DISPOSE EXISTING EXTERIOR GARAGE BAY DOOR, FRAMES AND ASSOCIATED HARDWARE.

DEMOLISH EXSITING FENCING.

DEMOLISH EXSITING INTERIOR METAL WALL PANELS.

DEMOLIS AND DISPOSE EXISTING WINDOW, FRAME AND ASSOCIATED HARDWARE. FRAME TO CLOSE WINDOW OPENING.

REMOVE AND DISPOSE OF GUTTER SYSTEM IN IT'S ENTIRETY.23.

REMOVE AND DISPOSE OF ALL SIDING SYSTEMS, INSULLATION, ECT, IN THEIR ENTIRETY.22.

REMOVE AND DISPOSE OFF ALL ROOFING SYSTEMS, INSULLATION, ECT, IN THEIR ENTIRETY.21.

TR.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CABLE TV COAXIAL CABLING AND THE AUDIO/VIDEO WIREING WITH IN THE 20.

CONTRACTOR SHALL INSPECT CURRENT CONDITION OF THE MAIN DISTRIBUTION PANEL AN NOTIFY DPW ENGIONEERING.19.

CONTRACTOR SHALL DEMOLISH DIFFUSERS, RETURN GRILLS, AND DUCT WORK.18.

REMOVE AND DISPOSE OF ALL TOILET PARTITIONS, TOILETS, SINKS SHOWERS, VANITIES, ECT. IN THEIR ENTIRETY.17.

CONTRACTOR SHALL PROVIDEWORK PLAN FOR SELECTIVE DEMOLITION TO BE DISCUSSED AT PREPARATORY.16.

ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES.15.

OTHERWISE INDICATED IN THE DESIGN DRAWINGS.

THE CONTRACTOR SHALL GROUT IN AND SEAL ALL PENETRATIONS WHERE CONDUIT HAS BEEN REMOVED, UNLESS 14.

REQUIRED TO MAINTAIN THE INTEGRITY OF THE PARTITION.

ALL OPENINGS LEFT FROM CONDUIT OR WIRING REMOVAL IN INTERIOR WALLS SHALL BE PATCHED AND FIREPROOFED AS

ALL OPENINGS LEFT FROM CONDUIT OR WIRING REMOVAL IN BUILDING EXTERIOR WALLS SHALL BE SEALED WATERTIGHT. 13.

WHERE POSSIBLE.

BACKBOXES. REMOVE ALL ELECTRICAL CONDUITS, WIRES, AND ASSOCIATED FASTENERS, SUPPORTS, AND BEAM CLAMPS

REMOVE EXPOSED CONDUIT COMPLETELY. CONTRACTOR SHALL PROVIDE APPROPRIATE SIZE COVERPLATES FOR UNUSED

BACKBOXES AND CONDUIT IN MASONRY WALLS MAY BE ABANDONED IN PLACE. CUT CONDUIT FLUSH WITH WALL AND 12.

REFER TO E-3 FOR QUANTITY AND LOCATION.

FIXTURES, EXIT SIGNS, TWIN HEAD EMERGENCY INCANDESCENT FIXTURES, WALL SWITCHES, LIGHTING CONTROLS, ETC.

REMOVE AND DISPOSE THE EXISTING INTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES 2'x4', 1'x4' FLUORESCENT 11.

DEACTIVATED. DO NOT DEMO WITHOUT THE AUTHORIZATION OF THE OWNER.

TECHNOLOGY DESIGN CONSULTANT AND OWNER TO ENSURE THAT ALL ACTIVE CIRCUITS HAVE BEEN CUT OVER OR

PRIOR TO DEMOLITION OF ANY COMMUNICATIONS COPPER OR FIBER CABLES, CONTRACTOR SHALL VERIFY WITH THE

DEMOLITION SCOPE TO THE OWNER. ALL EQUIPMENT MUST BE REMOVED, STORED, LOGGED AND CAREFULLY LABELED.

CONTRACTOR SHALL RETURN ALL ACTIVE ELECTRICAL EQUIPMENT AND ELECTRONICS REMOVED AS PART OF THE 10.

HYDRANTS AND OTHER EXTERIOR FIXTURES. THE SUPPLY PIPING TO THE FIXTURES SHALL BE DEMOLISHED.

ALL PLUMBING FIXTURES SHALL BE REMOVED, INCLUDING ALL WALL FAUCETS, HOSE BIBBS, DRINKING FOUNTAINS, ALL WALL 9.

ROOM NUMBERS ARE BASED ON TECHNICAL EXHIBIT C.

DEMOLISHED AND THE ASSOCIATED ROOF PENETRATION SHALL BE TEMPORARILY COVERED. ALL EQUIPMENT LABELS AND

EXISTING MECHANICAL YARDS SHALL BE COVERED AFTER PIPING DEMOLITION. EXISTING FLUE IN ROOM 114 SHALL ALSO BE

NOT CAPTURED IN THE RECORD DRAWINGS. ANY EXTERNAL WALL PENETRATIONS DUE TO PIPE ROUTING TO/FROM THE

PIPING TO/FROM THE EXISTING HVAC EQUIPMENT IN THE MECHANICAL YARDS. THIS ALSO INCLUDES ANY EXISTING PIPING

110°F, 140°F), ASSOCIATED WATER HEATERS (DWH-1, DWH-2), AND EXISTING BOILER. THIS INCLUDES ALL SUPPLY/RETURN

REMOVE AND DISPOSE ALL DOMESTIC WATER AND NATURAL GAS SUPPLY AND RETURN PIPING, VALVES, AND FITTINGS (COLD, 8.

REMOVE AND DISPOSE ALL TOILET PARTITIONS, TOILETS, SINKS, SHOWERS, VANITIES, LOCKERS, ECT, IN THEIR ENTIRETY.7.

REMOVE AND DISPOSE OF ALL WINDOWS, WINDOW FRAMES, ASSOCIATED HARDWARE, ECT, IN THEIR ENTIRETY.23.

REMOVE AND DISPOSE OF ALL SIDING PANELS, SIDING SYSTEMS, ECT, IN THEIR ENTIRETY.22.

BOARD PLASTER, ECT) AS REQUIRED AND UP TO THE EXISTING JOIST MEMBERS.

REMOVE AND DISPOSE ALL EXISTING INTERIOR CEILING FINISHES (SUCH AS THE 2' X 2' LAY-IN ACOUSTICAL CEILING, GYPSUM 6.

POURED-TROWELLED SEAMLESS FLOOR, PAVER TILE, RECESSED FLOOR MAT, ECT) DOWN TO CONCRETE SLAB.

REMOVE AND DISPOSE ALL EXISTING FINISH FLOOR MATERIALS (SUCH AS SHEET VINYL, VCT, CERAMIC TILE, 5.

AS BULLETIN BOARDS, COAT RACKS, POSTERS, MIRRORS, EMBEDDED WINDOWS, FRAMES, CASED OPENINGS, GRILLS, ECT.

REMOVE THE INTERIOR WALLS AS INDICATED IN THIS DRAWING. DEMOLITION SHALL INCLUDE ANY WALL HUNG ITEMS, SUCH 4.

MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.

LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING HIGH-STRENGTH LOW-SHRINK GROUT HAVING A 3.

EXHIBIT C TO REFERENCE THESE DRAWINGS.

REFERENCES ARE BASED ON RECORD DRAWINGS, DATED SEPTEMBER 2020, UNLESS OTHERWISE NOTED. SEE TECHNICAL

INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS OR DIMENSIONS. ALL DRAWING

DRAWINGS AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES OR

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT 2.

OF TEXAS, AND NATIONAL CODES.

COMPLY IN EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL ORDINANCES, THE LAWS OF THE STATE

ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW SPECIFICATIONS. THE EXECUTION OF THIS WORK SHALL 1.

110'-4"

110'-4"

"8 728'-93'-0""8

57'-43'-8""2 19'-616'-0""4

13'-916'-0""8 53'-416'-0"2'-9"

"4 16'-116'-0""4

34'-1'-10""4 314'-43'-8""8

315'-616'-0""4 13'-916'-0""8

53'-416'-0"2'-9"

SHEET NUMBER

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

B L

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B E

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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TEXAS

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A D

P

C

D. HALLOCK F. LAMAS

R E

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L D

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GENERAL NOTES:

PLUMBING GENERAL NOTES:

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

DEMOLITION PLAN

D-101

D E

M O

L

IT

IO

N P

L A

N

ARCHITECTURAL KEY NOTES:

A4 A4 A4

A7

A4

A4

A4

A4

A4

A4

A5

A5

A6

N

A7

A7

A7

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A2

A2

A2

A2

A3A3A3

A3 A3 A3

A4A4

A5

A6

A6

A6

A6

D

D

A1

A3

A2

A4

A5

A6

A7

A7 g ni eeringDi vi s io

COMMUNICATIONS GENERAL NOTES:

1.

The contractor shall re-terminate any IDS system cabling, if disconnected or damaged.11.

The Fort Hood NEC isn’t responsible for the Cable TV coaxial cabling and the audio/video wiring within the TR.10.

The contractor or installer shall utilize Velcro strips to hold cables together. Cable ties shall not be utilized.9.

Damages shall be repaired by the contractor to the satisfaction of the NEC PM.8.

The contractor shall provide appropriate cable management for equipment rack and cabling.7.

electronic and hard copy test reports to the NEC PM.

Perform a permanent link test on each category six cable as published in the Network Enterprise Center IDG and provide 6.

removed that is not part of the demolition area shall be re-terminated by the contractor as repairs.

renovation area that is actively connected and currently functional occupied office space. Any working LAN cabling that is

The contract shall not remove or demolition any LAN cabling that supports the opposite end hallway of the proposed 5.

remove the cabling from the jacks and the termination 66 block from which the line originates in the telecom room.

The contractor shall remove the cabling utilized as phone/ Voice jacks from the office/ room phone jacks. The contractor shall 4.

general area of removal at a date TBD.

label the ends, and properly store the cabling and AP devices in TR-5201 to be re-terminated and installed back in the remove the green cabling from the access point device and pull back to TR-5201. The contractor shall coil the green cabling, The contractor shall remove the green LAN cabling that is supported for the wireless connection points. The contractor shall 3.

list included).

TR-5201 and then remove from the existing patch panel. (Rooms listed and associated to the renovation project/ document

The contractor shall remove the data LAN cabling from the jacks in each office/ room and pull back LAN cables to the 2.

The contractor shall remove the entire LAN (Cat 3, Cat 5, Cat 5E, Cat 6, and etc.) cabling lines for Voice and Data.

ELECTRICAL GENERAL NOTES:

FEDERAL REQUIREMENTS.

CONTRACTOR SHALL DEMOLISH FIRE ALARM SYSTEM. CONSTRACOTR SHALL FOLLOW ALL NFPA, STATE, AND 7.

CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL.6.

CONDUITS TO CUT OFF AND ABANDONED BELOW FLOOR AND THE FLOOR PATCHED.

ALL CONDUIT IN SLAB EXCEPT FOR MAIN PANEL "P", AND SUB PANEL L (2") FEEDER CONDUITS, ALL OTHER 5.

REMOVED BY DEMO CONTRACTOR.

AFTER MADE SAFE BY ELECTRICIANS ALL PANELS, LIGHTING, POWER, WIRING, AND CONDUITS TO BE 4.

SHALL BE CAPPED AT BOTH ENDS CONDUITS TO BE REUSED FOR POSSIBLE BUILD-BACK.

MAIN PANEL SHALL BE DOMOLISHED, WIRE REMOVED AND 2" RIGID CONDUIT UNDER FLOOR TO SLAB PANEL "L" 3.

THE MAIN PANEL).

2" RIGID CONDUIT FEEDER TO MAIN AND TO BE CAPPED OFF AT BOTH ENDS (FROM THE TRANSFORMER TO 2.

CONTACT DOMINION TO SHUT OFF POWER AND REMOVE MAIN PANEL FEEDER.1.

ALL INTERIOR PLUMBING FIXTURES SHALL BE REMOVED. 2.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS BEFORE STARTING WORK. 1.

D. HALLOCK D. HALLOCK

SHOP AREA

CANVAS REPAIR

RAD. REPAIR

HALL

GLASS REPAIR

STORAGE ROOM

MECHANICAL

OFFICE

SVC. SER,

WORK AREA

LATRINE

TOOL STORAGE

WASH STATION

EMERGENCY

SHEET NUMBER

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

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BRANCH CHIEF

B L

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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STORAGE ROOM

OFFICE

OFFICE

HALL

CONSOLIDATED BENCH

SHOP CONTROL

ADMINISTRATION

TOOL STORAGE

MECHANICAL

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FEC

FEC

FEC

FEC

F. LASTF. LAST

GENERAL NOTES:

SHALL BE INSTALLED.

ALL ACCESSORIES ASSOCIATED WITH THE 10-TON CRANE INCLUDING A RUNWAY CONMDUCTION SYSTEM 19.

CONTRACTOR SHALL INSTALL A CRANE RAIL AND 10-TON CRANE. 18.

FOR REPAIR OR REPLACEMENT FOR A PERIOD OF NOT LESS THAN 10 YEARS.

SHALL BE A NO DOLLAR LIMIT AND RUN DIRECTLY TO GOVERNMENT AND COVER ALL MATERIALS AND LABOR

APPROVED AT A LEVEL CAPABLE OF PROVIDING THE SPECIFIED WARRANTY. MANUFACTURER'S WARRANTY

EXPERIENCE AS AN APPROVED, AUTHORIZED, OR LICENSED APPLICATOR WITH THAT MANUFACTURER, WRITING BY THE CENCEALED FASTENING WALL SYSTEM MANUFACTURER AND HAVE A MINIMUM OF 3 YEARS

CONCEALED FASTENING WALL SYSTEM APPLICATOR MUST BE APPROVED, AUTHORIZED, OR LICENSED IN 17.

WIDE WITH A PROFILE WITH ONE BEAD.

CONTRACTOR SHALL IN INSTALL A CONCEALED FASTENING WALL SYSTEM. WALL PANEL SHALL BE 20GA, 12" 16.

CLOSED-CELL SPRAY FOAM INSULLATION, FIRE RETARDENT, INSTALL THERMAL BARRIER.

CONTRACTOR SHALL SPRAY FOAM ENTIRE INNERSIDE OF EXTERIOR WALLS. CONTRACTOR SHALL USE R-30 15.

PROVIDE 6 MOTORIZED HOSE REALS. ONE HOSE REAL FOR EACH GARAGE BAY.

CONTRACTOR SHALL INSTALL A DRIVE-THROUGH EXHAUST EXTRACTION SYSTEM. THE SYSTEM SHALL 14.

FOLLOW UFC 4-021-01,5-4.4.2.1 FOR STROBE GUIDANCE.13.

DESIGN AND PLANS SHALL BE STAMPED/SEALED.

CONSTRUCTION DRAWINGS, AND DETAILS FROM A THIRD PARTY LICENSED FIRE PROTECTION ENGINEER. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING A NEW FIRE ALARM SYSTEM DESIGN, 12.

A PERIOD OF NOT LESS THAN 5 YEARS.

RUN DIRECTLY TO GOVERNMENT AND COVER ALL MATERIALS AND LABOR FOR REPAIR OR REPLACEMENT FOR

PROVIDING THE SPECIFIED WARRANTY. MANUFACTURER'S WARRANTY SHALL BE A NO DOLLAR LIMIT AND

AUTHORIZED, OR LICENSED APPLICATOR WITH THAT MANUFACTURER, APPROVED AT A LEVEL CAPABLE OF

OVERHEAD DOOR MANUFACTURER AND HAVE A MINIMUM OF 3 YEARS EXPERIENCE AS AN APPROVED, OVERHEAD DOOR SYSTEM APPLICATOR MUST BE APPROVED, AUTHORIZED, OR LICENSED IN WRITING BY THE 11.

OVERHEAD DOORS SHALL BE STAINLESS STEEL, 20GA, AND MOTOR OPERATION. 10.

SPLICING OF GUTTERS AND DOWNSPOUTS SHALL NOT BE PERMITTED.

ALL NEW GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AS ONE-PIECE EXTRUDED SEAMLESS SYSTEMS. 9.

SPRAY FOAM INSULLATION, FIRE RETARDENT, INSTALL THERMAL BARRIER.

CONTRACTOR SHALL SPRAY FOAM ENTIRE UNDERSIDE OF ROOF. CONTRACTOR SHALL USE R-30 CLOSED-CELL 8.

LESS THAN 20 YEARS.

GOVERNMENT AND COVER ALL MATERIALS AND LABOR FOR REPAIR OR REPLACEMENT FOR A PERIOD OF NOT

SPECIFIED WARRANTY. MANUFACTURER'S WARRANTY SHALL BE A NO DOLLAR LIMIT AND RUN DIRECTLY TO

LICENSED APPLICATOR WITH THAT MANUFACTURER, APPROVED AT A LEVEL CAPABLE OF PROVIDING THE

PANEL MANUFACTURER AND HAVE A MINIMUM OF 3 YEARS EXPERIENCE AS AN APPROVED, AUTHORIZED, OR

METAL ROOF SYSTEM APPLICATOR MUST BE APPROVED, AUTHORIZED, OR LICENSED IN WRITING BY THE ROOF 7.

REPRESENTATIVE AT THE JOB SITE, ON A 100% OF THE WORK AFTER INSTALLATION.

SUBMIT DOCUMENTATION OF THE TESTING AND VERIFICATION ACTIONS TAKEN BY THE MANUFACTURER'S 6.

MANUFACTURER'S RECOMENDED PRIME COAT.

ALL PANELS ARE TO RECIEVE A FACTORY APPLIED FINISH CONSISTING OF A BAKED TOPCOAT WITH A 5.

RECOMMENDATIONS AND RECOMENDATIONS IN NRCA "THE NRCA ROOFING AND WATERPROOFING MANUAL".

CONTRACTOR SHALL INSTALL UNDERLAYMENT ACCORDING TO ROOF PANEL MANUFACTURER'S WRITTEN 4.

BARRIER/MOISTURE MEMBRANE ON 5/8" DENSGLASS GYPSUM BOARD.

SHALL BE 18". CONTRACTOR SHALL USE 20GA 1-1/2" METAL B-DECK. CONTRACTOR SHALL USE AS AIR

CONTRACTOR SHALL INSTALL A STANDING SEAM ROOF SYSTEM. ROOF PANEL SHALL BE 22GA. PANEL WIDTH 3.

CONTRACTOR SHALL INSTALL NEW GUTTER SYSTEM, DOWNSPOUTS, AND BOOTS. POWDER COAT "BLACK".2.

REPRESENTATIVE.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER OR DESIGNATED

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION BETWEEN DISCIPLINE SPECIFIC DRAWINGS.

MECHANICAL, PLUMBING, AND ANY OTHER DRAWINGS ASSOCIATED WITH THESE CONTRACT DOCUMENTS. THE

ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, STRUCTURAL, ELECTRICAL, 1.

WINDOW SCHEDULE NOTES:

ALL GLAZING, ONE 5% OPENING AND ONE BLACK OUT.

ALL NEW ROLLER SHADES SHALL BE BLACK, WITH MANUAL CONTINUOUS LOOP CONTROL, DUAL SHADES ON 4.

INSTALL WINDOW TINT ON ALL NEW EXTERIOR GLAZING WITH 15% TINT.3.

MINIMUM OF A 0.030 INCH INTER LAYER OF A MATERIAL DESIGNED FOR BLAST RESISTANCE.

THICKNESS AND SHALL CONSIST OF TWO (2) NOMINAL 1/8" THICK GLASS PANES BONDED TOGETHER WITH A

ALL NEW EXTERIOR GLAZING SHALL HAVE A 1/4" NOMINAL THICKNESS AND SHALL HAVE A 1/4" NOMINAL 2.

REVIEW.

CONTRACTOR SHALL REPORT CONFLICTS TO COR IN WRITING PRIOR TO SUBMITTING GLAZING PACKAGE FOR

OPENINGS AND CONFIRM ROUGH OPENING COMPATIBILITY WITH PROPOSED FRAME MEASUREMENTS.

SCHEDULED FRAME MEASUREMENTS ARE NOMINAL. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 1.

DOOR AND HARDWARE SCHEDULE NOTES:

ALL DOOR FRAME FINISHES PER SHERWIN WILLIAMS.4.

ALL WOOD DOOR FINISHES SHALL BE WHITE OAK PER SHERWIN WILLIAMS.3.

REF. WINDOW SCHEDULE NOTES FOR GLAZING REQUIREMENTS.

PROVIDE A NARROW LITE GLAZING (LAMINATED GLAZING) FOR ALL DOORS SCHEDULED TO RECIEVE GLAZING. 2.

DIMENSIONS. ALL DRAWING REFERENCES ARE BASED ON RECORD DRAWINGS.

DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS OR

CONTRACT DRAWINGS AND EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE 1.

INTERIOR SIGNAGE NOTES:

9.ALL SIGNAGE TO BE CONSTRUCTED AND INSTALLED ACCORDING TO U.S. ARMY STANDARDS.

INSTALLATION.

FOR EACH SIGN TYPE AND TEXT TO GARRISON FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND

TEXT ON SIGN ELEVATIONS IS FOR EXAMPLE ONLY. CONTRACTOR TO SUBMIT COMPLETE TEMPLATE LAYOUT 8.

ALL EDGES TO BE FINISHED AND PAINTED. 7.

ALL FASTENERS TO BE CONCEALED AND VANDAL RESISTANT. 6.

WITH THEIR BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON- GLARE FINISH. CHARACTERS SHALL CONTRAST 5.

PICTOGRAM.

WHERE TEXT DESCRIPTIONS FOR PICTOGRAMS ARE REQUIRED, THEY SHALL BE DIRECTLY ABOVE OR BELOW

PICTOGRAMS SHALL HAVE HEIGHT OF 6" CHARACTERS, OR BRAILLE SHALL NOT BE IN THE PICTOGRAM FIELD. 4.

BACKGROUND. CHARACTERS SHALL BE 5/6" MIN. AND 2" MAX.

BRAILLE, UNLESS OTHERWISE NOTED. TACTILE CHARACTER SHALL BE RAISED 1/32" MIN. ABOVE THEIR

TACTILE CHARACTERS SHALL BE SINS SERIF TYPEFACE FONT AND SHALL BE ACCOMPANIED BY GRADE II 3.

CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONING AND DIMENSIONS PRIOR TO FABRICATION. 2.

CHARACTER MOUNTING HEIGHT SHALL BE 48" A.F.F. (MIN.) TO 60" A.F.F. (MAX.) UNLESS OTHERWISE NOTED.

DOOR OR THE RIGHT SIDE OF THE DOUBLE DOORS. SIGNS SHOULD BE ON THE NEAREST ADJACENT WALL

RIGHT HAND DOOR AT DOUBLE DOORS, WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE SINGLE

SIGN SHALL BE INSTALLED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR OR THE RIGHT OF THE 1.

BAY 6 BAY 5 BAY 4

BAY 3 BAY 2 BAY 1

103 B

104 B

103 A

105 106

104 A

108 109

A

A A

A

NEW CMU BLOCK

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

B L

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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TYP. ROOM SIGNAGE

SCALE: 3" = 1'-0"

TYP. WOMENS LATRINE

SCALE: 3" = 1'-0"

TYP. MENS LATRINE

SCALE: 3" = 1'-0"

TYP. UTILITY SIGNAGE

SCALE: 3" = 1'-0"

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A-601

A

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A g ni eeringDi vi s io n

NOTE: SEE 1/A-601 FOR TYPICAL NOTES NOTE: SEE 1/A-601 FOR TYPICAL NOTES NOTE: SEE 1/A-601 FOR TYPICAL NOTES

A

PARTITION IDENTIFICATION PLAN

SYMBOL

BASIC PARTITION THICKNESS

STUD SPACING (O.C.)

STUD SIZE

INSULATION THICKNESS

ACOUSTICAL RATING (STC)

FIRE RATING (HRS)

TO STRUCTURE ABOVE

GYP. BD. TO STRUCTURE

N/A

N/A

NO

N/A

PARTITION SYSTEM:

CMU BLOCK WALL

8"

N/A

N/A

NO

CMU TO 6" ABOVE CEILING YES

A

PARTITION IDENTIFICATION PLAN

SYMBOL

BASIC PARTITION THICKNESS

STUD SPACING (O.C.)

STUD SIZE

INSULATION THICKNESS

ACOUSTICAL RATING (STC)

FIRE RATING (HRS)

TO STRUCTURE ABOVE

GYP. BD. TO STRUCTURE

N/A

N/A

NO

N/A

8"

N/A

N/A

NO

CMU TO 6" ABOVE CEILING YES

PARTITION SYSTEM:

R-PANEL

9"

(MATTE) LENS

STRIP BEHIND CLEAR

MESSAGE INSERT

PRINTED CARDSTOCK

9"

9"

BRAILLE (TYP.)

CLEAR GRADE TWO

SHALL BE "WHITE"

SYMBOL COLOR

RAISED PERMANENT

BRAILLE (TYP.)

CLEAR GRADE TWO

SHALL BE "WHITE"

SYMBOL COLOR

RAISED PERMANENT

SHALL BE "WHITE"

NUMBER COLOR

RAISED PERMANENT

TREBUCHET FONT

"BLACK"

COLOR SHALL BE

1/4" ACRYLIC FRAME

BRAILLE (TYP.)

CLEAR GRADE TWO

9"

ROOM NAME

READ INDICATED

SHALL BE "WHITE" TO

NUMBER COLOR

RAISED PERMANENT

TREBUCHET FONT

BRAILLE (TYP.)

CLEAR GRADE TWO

F. LASTF. LAST

A8 A8 ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

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BRANCH CHIEF

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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MECHANICAL PLAN

A

B

E

B

E

E

A

A

A

A

A

A

E

T

T

STORAGE ROOM

OFFICE

OFFICE

HALL

CONSOLIDATED BENCH

SHOP CONTROL

ADMINISTRATION

TOOL STORAGE

MECHANICAL

M-101

P R

O P

O S

E D M

E C

H A

N

IC

A L P

L A

N

N

AHU

HWP

CHWP

B

CH1

BT

AC

RH

M g ni eeringDi vi s io n

AREA AT EACH BAY

CONTRACTOR TO SIZE AND INSTALL NEW INSTRUMENT AIR COMPRESSOR. INSTALL NEW O/A DROPS IN BAY

THERMOSTAT.

NEW EXHAUST DUCTING THROUGH MECHANICAL ROOM, WALL UNIT, SHALL BE CONTROLLED BY LOCAL

INSTALL NEW NATURAL GAS FIRED RADIANT HEATER TO SERVE MECHANICAL ROOM IN COLD WEATHER. RUN

INSTALL NEW OUTSIDE AIR LOUVER IN PLACE OF DEMOLISHED EXHAUST FAN.

NOTES.

INSTALL NEW I-LON ROUTER AND NEW DDC CONTROLLERS FOR PLANT AND AHU OPERATIONS. SEE CONTROLS

CONTRACTOR IS RESPONSIBLE FOR SIZING BUFFER TANK BT-1

PUMPS IF SPACE IS NEEDED. USE DETAIL 9 FOR BOT HOT WATER AND COLD WATER

INSTALL NEW HWP-1 AND CHWP-1 IN ACCORDANCE WITH DETAILS ON M-501. PUMPS MAY BE SMALLER IN-LINE

PENETRATION.

INSTALL NEW B-1 IN ACCORDANCE WITH DETAILS ON M-501. INSTALL NEW FLUE, BUT RE-USE EXISTING FLUE

C

C

E

E

E

C

C

C

CONTROLS

NEW DDC

EF-1

785 CFM O/A

DEMOLITION NOTES:

DEMOLISH ALL EXISTING INSTRUMENT AIR PIPING FROM BAY AREAS BACK TO MECHANICAL ROOM3.

EXISTING CONTROLS FROM MECHANICAL ROOM.

DEMOLISH ALL EXISTING HVAC, BOILER, AIR COMPRESSOR, PUMPS, EXHAUST FAN, ALL PIPING, AND ALL 2.

DEMOLISH ALL EXISTING HOT WATER RADIENT HEATERS AND PIPING BACK TO MECHANICAL ROOM1.

KEY NOTES:

E

GENERAL NOTES:

DUCT ROUTING AND SPACING IS GENERAL AND SOMETIMES EXAGGERATED FOR VISUAL CLARITY.3.

CONTRACTOR SHALL PROVIDE AIR TEST AND BALANCE.2.

SPECIFICATIONS.

ALL NEW HVAC EQUIPMENT AND DUCT WORK SHALL BE INSTALLED IN ACCORDANCE WITH DPW 1.

B. ROBLESJ. BUSH

CONTROL NOTES:

OUTSIDE AIR SHALL BE BALANCED TO PROVIDE 785 CFM.8.

BUILDING 32014.

THE SEQUENCES OF OPERATION SHALL BE RETRIEVED FROM AND SHALL GENERALLY MATCH THAT OF NEABY7.

CONTRACTOR SHALL NOT MODIFY THE INTERNAL CONTROLS OF ANY NEW HVAC EQUIPMENT.6.

COMPONENTS OF THE NEW DDC SYSTEM SHALL BE LONWORKS-COMPLIANT.

SEQUENCES OF OPERATION, INCLUDING SENSORS, RELAYS, VALVES, DAMPERS, AND ACTUATORS. ALL

CONTRACTOR SHALL PROVIDE ALL CONTROL DEVICES NEEDED TO ACCOMPLISH THE SPECIFIED5.

CONTRACTOR SHALL INSTALL A NEW CONTROL PANEL TO HOUSE NEW CONTROLLERS.4.

BE COMMISSIONED FOR FUTURE CONNECTION TO THE FORT HOOD UMCS SYSTEM.

A NEW LPOW-2415B POWER SUPPLY. THIS DEVICE SHALL BE CONNECTED TO THE DDC CONTROLLER AND

CONTRACTOR SHALL INSTALL A NEW LOYTEC LIP-3ECTC ROUTER IN MECHANICAL ROOM ALONG WITH3.

PROTECTED BY NEMA 1 ENCLOSURES. CONTROLLERS SHALL HAVE DIGITAL DISPLAYS.

HAND-OFF-AUTO (H-O-A) SWITCHES THAT ALLOW FOR MANUAL OVERRIDE OF ALL OUTPUTS AND SHALL BE

CONTRACTOR SHALL INSTALL NEW, LONWORKS-COMPLIANT DDC CONTROLLERS. THESE DEVICES SHALL FEATURE2.

CONTRACTOR SHALL ESTABLISH A NEW DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR BUILDING 32010.1.

18" x 18"

20" x 14" x

12" x 10" x x x

15" x 18"

15" x 18" x

6" x 12" ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

B L

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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M-501

M E

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A L D

E T

A

IL

SCALE: NOT TO SCALE

DUCT TAKEOFF DETAIL

SCALE: NOT TO SCALE

CONECTION DETAIL

DIFFUSER AND GRILLE

B. ROBLESJ. BUSH

ET

AS

SCALE: NOT TO SCALE

AIR SEPARATOR/EXPANSION TANK DETAIL

A

A

SCALE: NOT TO SCALE

END-SUCTION PUMP DETAIL

SCALE: NOT TO SCALE

SINGLE PIPE CLEVIS HANGER

CF

SCALE: NOT TO SCALE

CHEMICAL FEEDER DETAIL

B

SCALE: NOT TO SCALE

BOILER PIPING DETAIL

BCP

A

SCALE: NOT TO SCALE

AHU COIL PIPING DETAIL

SCALE: NOT TO SCALE

AHU CONDENSATE DRAIN DETAIL

SCALE: NOT TO SCALE

(EF-1)

TYP. ROOF EXHAUST FAN DETAIL

SCALE: NOT TO SCALE

LOW-LEAKAGE RECTANGULAR DAMPERS

CH

A

A

SCALE: NOT TO SCALE

CHILLER PIPING DETAIL

SCALE: NOT TO SCALE

IN-LINE PUMP DETAIL

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M g ni eeringDi vi s io n

45°

1/4xW 45°

90°

AIR FLOW

AIR FLOW

CEILING

NOTES:

FLEX NOT ALLOWED FOR RETURNS; USE SOLID ROUND.3.

ALL DUCTS SHALL BE INSULATED PER SPECS, INCLUDING DIFFUSER TOP.2.

FLEX CONNECTOR MAY ONLY BE UTILIZED FOR ROUND RETURN DUCT OF SAME DIAMETER1.

EQUIPMENT

FROM

INLET

TO PUMP

SUPPLY

COLD-WATER

FROM DOMESTIC

VALVE (TYP)

WITH NEEDLE

PRESSURE GAUGE

AIR GAP

PREVENTER WITH

BACKFLOW

SEE NOTE 3

AIR VENT

AUTOMATIC

HIGH-CAPACITY

(TYP)

GAUGE

PRESSURE

VALVE (TYP)

BALL ISOLATION

BYPASS

FULL-FLOW

WITH CAP (TYP)

BALL VALVE

NOTE 2

SEE

OF PIPE

CONNECT TO BOTTOM

FINISHED GRADE

SEE NOTE 4

(TYP)

BRAIDED CONNECTOR

STAINLESS STEEL

GAUGE

PRESSURE

SEE NOTE 5

DISCHARGE

PAD

6" CONCRETE

SUCTION

CONNECTION

AND HOSE

BLOW-DOWN VALVE

STRAINER WITH

(NOT SHOWN)

GUARD

COUPLING WITH

PIPING

NON-INSULATED

INSULATED PIPING

(FIGURE 168) FOR

PROTECTION SHIELD

PROVIDE INSULATION

(FIGURE 260)

CLEVIS HANGER

ADJUSTABLE

TYPE 1

PIPING

INSULATED

(FIGURE CT-65 FOR COPPER TUBING)

PIPE INSULATION

FIGURE MEMBERS ARE TYPICAL TO GRINNEL SUPPORT NUMBERS.

NOTES:

ROOF STRUCTURE

ATTACHED TO

THREADED ROD

PIPING)

INSULATED

HANGER FOR

OVERSIZED

(PROVIDE

CLEVIS HANGER

FROM EQUIPMENT

CHEMICAL FUNNEL

SIGHT GLASS

FLOW INDICATOR

UNION (TYP)

TO PUMP SUCTION

FROM PUMP DISCHARGE

WITH CAP

BALL VALVE

VALVE

BALL SHUT-OFF

TO EQUIPMENT

GRADE

FINISHED

PAD

6" CONCRETE

OR PUMPS.

ACROSS THE ASSOCIATED PUMP

CHEMICAL FEEDER SHALL BE PIPED2.

FEEDERS SHALL BE 3/4" Ø.

ALL BRANCH PIPING FOR CHEMICAL1.

NOTES:

SEPARATOR

TO AIR

BUILDING

FROM

SEE NOTE 1

PAD

6" CONCRETE

12" MAX

NOTE 1

SEE

SEE NOTE 2

GRADE

FINISHED

SUPPLY

NATURAL-GAS

FROM

RECOMMENDATION.

STRAINER MESH SHALL BE SIZED ACCORDING TO MANUFACTURER'S4.

STRAINER SHALL FEATURE A BLOW-DOWN VALVE.3.

BALL VALVES (2" Ø OR LESS) OR BUTTERFLY VALVES (2-1/2" Ø OR GREATER).2.

EXTEND TO THE NEAREST FLOOR DRAIN IN ROOM 170 (MECHANICAL).1.

NOTES:

INSTALLATION DETAILS

SEE M-502, DETAIL 8 FOR

(TYP)

HOSE CONNECTION

BALL VALVE WITH

SUPPLY

SEE NOTE 1

(TYP)

HOSE CONNECTION

BALL VALVE WITH

HEATING COIL

COOLING/

AIR VENT

RETURN

VALVE (TYP)

BUTTERFLY

GEAR-OPERATED

SEE NOTE 4

(3-WAY SHOWN)

CONTROL VALVE

STRAINER MESH SHALL BE SIZED ACCORDING TO MANUFACTURER'S RECOMMENDATION.5.

(WITH A BYPASS) OR CIRCUIT SETTER (WITHOUT A BYPASS).

AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL P/T TEST PORTS4.

ALL BRANCH PIPING SHALL BE 3" Ø FOR COOLING COILS AND 1" Ø FOR HEATING COILS.3.

STRAINER SHALL FEATURE A BLOW-DOWN VALVE.2.

EXTEND TO THE NEAREST FLOOR DRAIN IN ROOM 170 (MECHANICAL).1.

NOTES:

TO FLOOR DRAIN

BY 2"

ABOVE COIL DRAIN

VENT EXTENDED

FROM AHU

SEE NOTE 4

PROVIDE THREADED PLUMB CLEANOUT.4.

LESS THAN 1-1/4".

TO NO LESS THAN 1" BEYOND DISCHARGE OF P-TRAP. SIZE OF LINE IN NO CASE SHALL BE

CONDENSATE DRAIN LINE TO BE EQUAL TO UNIT CONNECTION SIZE AND MAINTAIN THIS SIZE 3.

THROUGH UNIT OR THE TOTAL POSITIVE STATIC PRESSURE FOR A BLOW THROUGH UNIT.

THIS LENGTH TO BE EQUAL TO ONE HALF THE NEGATIVE STATIC PRESSURE FOR A DRAW2.

BE IT NEGATIVE OR POSITIVE, OF THE RESPECTIVE UNIT PLUS AN ADDITIONAL 2".

THIS LENGTH TO BE EQUAL TO THE STATIC PRESSURE IN INCHES OF WATER GAUGE,1.

NOTES:

N O

T E

S E

E

S E

E N

O T

E

TRIPLE DUTY VALVES NOT ALLOWED.8.

SHALL BE 3/4" Ø.

ALL BRANCH PIPING FOR PRESSURE GAUGES 7.

REMOVAL.

RECOMMENDED CLEARANCE FOR STRAINER

SUPPORT. MAINTAIN MANUFACTURER'S

IT SHALL FEATURE AN ADJUSTABLE FOOT

DIFFUSER. IF A SUCTION DIFFUSER IS USED,

OF STRAIGHT SUCTION PIPE OR A SUCTION

MANUFACTURER'S RECOMMENDED LENGTH

PUMP SHALL BE INSTALLED WITH EITHER THE 6.

TO MANUFACTURER'S RECOMMENDATION.

STRAINER MESH SHALL BE SIZED ACCORDING 5.

VALVES (2-1/2" Ø OR GREATER).

BALL VALVES (2" Ø OR LESS) OR BUTTERFLY 4.

PORT TAPS AT SUCTION AND DISCHARGE.

PUMP SHALL FEATURE INTEGRAL GAUGE 3.

REQUIRED.

AT SUCTION AND DISCHARGE WHERE

PROVIDE CONCENTRIC REDUCER/EXPANDER 2.

FLOOR DRAIN.

Ø DRAIN LINE EXTENDED TO THE NEAREST

PROVIDE A DRIP PAN UNDER PUMP WITH A 1" 1.

NOTES:

STAND-OFF BRACKET

INDICATOR AND 2''

W/ QUADRANT

MANUAL DAMPER

DUCT)

6'' O.C. (TYP EACH JOINT IN BRANCH

SHEET METAL SCREWS 6'' O.C. AT

SECURE ROUND DUCT JOINTS W/

KINKING.

DUCT AS REQUIRED TO PREVENT

PROVIDE SUPPORT FOR BRANCH

REQUIRED AT EACH DROP

SHEET METAL ELBOW

(MAXIMUM LENGTH 18'')

FOR FINAL CONNECTION

INSULATED FLEX DUCT

AIR DEVICE

CEILING

DAMPER

AIR DEVICE BALANCING

COLLAR FULL HEIGHT OF

PROVIDE SHEET METAL

MANUAL DAMPER

(MAX. LENGTH 18"

CONNECTION

FOR FINAL

FLEXIBLE DUCT

EXHAUST FAN

MAX. SPACING 24'' O.C.

MINI. 2 SCREWS PER SIDE,

USING SHEETMETAL SCREWS,

SECURE FAN TO ROOF CURB

BUILT UP ROOF

COUNTER-FLASHING

FLASHING AND

DUCT SIZE AS INDICATED

BACKDRAFT DAMPER

AUTOMATIC (BAROMETRIC)

FLEXIBLE CONNECTION

ROOF DECK

INSULATED ROOF CURB

FACTORY FABRICATED

2'' X 4'' CONTINUOUS BLOCKING

RUBBER MOUNTING

GALVANIZED BIRD SCREEN

DISCONNECTSWITCH

SEE NOTE 4

STAND-OFF BRACKET

INDICATOR AND 2''

W/ QUADRANT

MANUAL DAMPER

SPECIFICATIONS

MANUFACTURED FITTING SEE

TRAIN TO BE INSTALLED AT ACCESSIBLE LEVEL.

BACKFLOW PREVENTER AND MAKE-UP WATER4.

PRESSURE-REDUCING VALVE SET TO 30 PSI.3.

RELIEF VALVE.2.

BE 3/4" Ø.

ALL BRANCH PIPING FOR EXPANSION TANKS SHALL1.

NOTES:

(SEE NOTE 4)

BRONZE BEARINGS

LIP SEAL

LEAKAGE

LIP SEALS FOR MINIMUM AIR

FELTED OR NEOPRENE BLADE

ADJACENT BLADES WITH

3/8" INTERLOCK BETWEEN

OPPOSED-BLADE DAMPER

PARALLEL-BLADE DAMPER

A

B B

8" MAX

8" MAX

RETAINERS

PIN WITH LOCK

1/4" Ø BRASS PIVOT

1/4" TIEBARS WITH

A

SLIDE PIN (SEE NOTE 5)

CONTROL SHAFT WITH

FRAME

CORNER-WELD

(MAX WIDTH 6-1/2")

STEEL DAMPER BLADES

16 GA GALVANIZED-

AIR APPLICATIONS.

AIR HANDLER RETURN, OUTSIDE, AND RELIEF- WITH 1/2" SLIDE PINS ON END OF BLADES.

6. PROVIDE OPPOSED-BLADE DAMPERS FOR ALL4. SELF LUBRICATING BRONZE BEARINGS

SLIDE PIN CONTROL.3. S.S. JAMB TO BLADE WINDSTOP NOT SHOWN.

3/8" SQUARE EXTENDED 6" BEYOND FRAME WITH2. MAXIMUM HEIGHT, B, 72" PER SECTION.

5. CADMIUM-PLATED CONTROL SHAFT 1/2" OR1. MAXIMUM WIDTH, A, 48" PER SECTION.

NOTES:

BOTTOM

BLADE STOP TOP AND

GALVANIZED HAT CHANNEL WITH

FRAME: 3-1/2" X 5/8" X 14 GA

STRAINER MESH SHALL BE SIZED ACCORDING TO MANUFACTURER'S RECOMMENDATION.2.

STRAINER SHALL FEATURE A BLOW-DOWN VALVE.1.

NOTES:

(TYP)

BALL VALVE

IN-LINE PUMP

VERTICAL

SEE NOTE 3

CONNECTION

AND HOSE

BLOW-DOWN VALVE

STRAINER WITH

DISCHARGESUCTION

VALVE

BALANCING

CHECK VALVE

GAUGE

PRESSURE

ALL BRANCH PIPING FOR PRESSURE GAUGES SHALL BE 3/4" Ø.7.

SUPPORT PUMP FROM PIPING ONLY. DO NOT SUPPORT FROM MOTOR.6.

STRAINER MESH SHALL BE SIZED ACCORDING TO MANUFACTURER'S RECOMMENDATION.5.

CONTRACTOR SHALL PROVIDE AN ELBOW ON STRAINER FOR ACCESSIBILITY.4.

BALL VALVES (2" Ø OR LESS) OR BUTTERFLY VALVES (2-1/2" Ø OR GREATER).3.

PROVIDE CONCENTRIC REDUCER/EXPANDER AT SUCTION AND DISCHARGE WHERE REQUIRED.2.

PROVIDE INSULATION AND A VAPOR BARRIER.1.

NOTES:

RECTANGULAR TO RECTANGULAR

RECTANGULAR TO ROUND

CONNECTOR (TYP)

STAINLESS STEEL BRAIDED

(TYP)

FLANGED CONNECTION

THERMOMETER (TYP)

(PT) TEST PORT (TYP)

PRESSURE/TEMPERATURE

AIR VENT

AUTOMATIC

CHS

CHR

(TYP)

HOSE CONNECTION

BALL VALVE WITH

PAD

6" CONCRETE

PRESSURE GAUGE (TYP)

VALVE (TYP)

BUTTERFLY

GEAR-OPERATED

GRADE

FINISHED

ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

T E

C H

N

IC

A L E

X H

IB

IT

A

/1 /2

G E

N G \V

E R

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A L \F

Y P

R O J E

C T S \A

D P

C M o to rp o o l R e n o v a ti o n B

L D

G

\4 .0 D ra w in g s \P -1

P lu m b in g P la n .d g n

:1

:5

O J E

C T N

U M

B E

R

C O

N T

R A

C T N

U M

B E

R

P R

O J E

C T T

IT

L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

A R

C H

IT

E C

T U

R A

L T

IT

L E B

L O

C K S

IZ

E D x

[T

IT

L E B

L O

C K R

E V

IS

IO

N

R E

V

IS

IO

N D

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E /2

/2

TEXAS

-M

A Y -2

A D

P

C

D. HALLOCK F. LAMAS

R E

P A

IR

B

L D

G

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

PLUMBING PLAN

NTS

SANITARY SEWER RISER DIAGRAM

DWH

DWH

NTS

DISTRIBUTION RISER DIAGRAM

GENERAL NOTES:

HEATER.

CONTRACTOR RESPONSIBLE FOR SIZING DWH-1, WHICH IS AN ELECTRIC POINT OF USE WATER 11.

EFFORTS WITH SANITARY SEWER AND WATER WITH UTILITY COMPANY.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DISCONNECTION AND RECONNECTION 10.

EXCEEDED.

RUN LOOP VENTS TO NEW FLOOR DRAINS IF MAX DISTANCE TO A CONVENTIONAL VENT IS 9.

CHASE WALL IS LIMITED AND THE PIPING GEOMETRY REQUIRES.

VENT STACK SIZE. VENT PIPING MAY TIE TOGETHER ABOVE THE FINISHED CEILING IF SPACE IN THE

DRAIN LINE. HOWEVER, THE VENT HEADER COLLECTING THE INDIVIDUAL VENTS SHALL MATCH THE

SHALL BE NO LESS THAN ONE-HALF THE NOMINAL DIAMETER OF THE SANITARY SEWER LIQUID

SANITARY SEWER VENTING SHALL FOLLOW THE "CONVENTIONAL" METHOD. ALL INDIVIDUAL VENTS 8.

ALL SANITARY SEWER PIPING SHALL BE PVC DWV SCHEDULE 40.7.

ALL SANITARY SEWER (SS) PIPING SHALL MAINTAIN A MINIMUM SLOPE OF 1/4" PER 1'-0".6.

WITH ASTM C547. PIPING SHALL BE LABELED "DOMESTIC COLD" AND "DOMESTIC HOT".

ALL PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION AND PVC JACKET, IN ACCORDANCE 5.

TYPE "L". FITTING SHALL BE ASME B16.22. ALL BALL VALVES TO BE FULL PORT.

ALL WATER DISTRIBUTION PIPING SHALL BE ASTM B-88 SEAMLESS WATER COPPER TUBE DRAWN, 4.

INSTALL NEW WATER DISTRIBUTION PIPING AS SHOWN. PIPING SHALL BE RUN ABOVE CEILING.3.

INSTALL NEW SANITARY SEWER SYSTEM IN SLAB AS SHOWN.2.

PIPE ROUTING AND SPACING IS GENERAL AND EXAGGERATED FOR VISUAL CLARITY. 1.

DEMOLITION NOTES:

MAIN BUILDING VALVE IN MECHANICAL ROOM.

CONTRACTOR SHALL DEMOLISH ALL EXISTING ABOVE-SLAB PLUMBING AND FIXTURES BACK TO THE 1.

STORAGE ROOM

OFFICE

OFFICE

HALL

CONSOLIDATED BENCH

SHOP CONTROL

ADMINISTRATION

TOOL STORAGE

MECHANICAL

P-101

P R

O P

O S

E D P

L U

M B

IN

G P

L A

N

N

P

P

P

P

P g ni eeringDi vi s io n

4" 3" VTR

4"

4"

3"

4"

4"

3"

1"

2"

1"

1/2"

2"

3/4"

3"

2" VTR

2"

3"

2" VTR

3" VTR

WALL CLEANOUT

1"

3/4"

1/2"

3/4"

1"

1"

(POINT OF

USE HEATER)

VALVE

NEW BUILDING

ARRESTER

WATER HAMMER

WCO

HEADER

3" VENT

TO P-3

TO P-3

AND P-5

B. ROBLESJ. BUSH

P-1 P-1

P-4

P-1

P-2

P-2

P-2

P-4

P-1

P-1

P-4

P-4

P-1

P-2

P-2

P-2

P-3

P-3

P-5

P-3

P-5

P-1

P-4

P-4

P-1

P-1

P-2

P-2

P-2

P-3 ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

T E

C H

N

IC

A L E

X H

IB

IT

A

/1 /2

G E

N G \V

E R

T

IC

A L \F

Y P

R O J E

C T S \A

D P

C M o to rp o o l R e n o v a ti o n B

L D

G

\4 .0 D ra w in g s \E -1

E le c tr ic a l P la n .d g n

:1

:5

O J E

C T N

U M

B E

R

C O

N T

R A

C T N

U M

B E

R

P R

O J E

C T T

IT

L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

A R

C H

IT

E C

T U

R A

L T

IT

L E B

L O

C K S

IZ

E D x

[T

IT

L E B

L O

C K R

E V

IS

IO

N

R E

V

IS

IO

N D

A T

E /2

/2

TEXAS

-M

A Y -2

A D

P

C

D. HALLOCK F. LAMAS

R E

P A

IR

B

L D

G

SHOP AREA

STORAGE ROOM

OFFICE

OFFICE

HALL

CONSOLIDATED BENCH

SHOP CONTROL

ADMINISTRATION

TOOL STORAGE

MECHANICAL

E-101

E L E

C T

R

IC

A L S

IT

E P

L A

N g ni eeringDi vi s io n

ELECTRICAL PANELBOARD IN THE BAY.

EXISTING PIN AND SLEEVE RECEPTACLE TO REMAIN. REMOVE EXISTING WIRE AND REWIRE TO NEW

TANKLESS WATER HEATER UNDER THE SINK. CONNECT TO PANEL WITH A 60A, 208V, DOUBLE POLE BREAKER.

TRUCK EXHAUST FAN DISCONNECT.

10 TON CRANE DISCONNECT.

FEC

FEC

FEC

FEC

FEC

F. LASTF. LAST

KEY NOTES:

BAY 6 BAY 5 BAY 4

BAY 3 BAY 2 BAY 1

103 B

104 B

103 A

105 106

104 A

WOMEN

MEN

108 109

A

A A

A