Revised_Drawings_-_RC109168P.pdf

SHEET

N

1"=200'

INDEX OF DRAWINGS

HWY 84

HWY 84

HWY 36

F .M

RES.BD.

RES.BD.

R E S . B

D

RES. BD.

R E

S .B

D

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

COPPERAS

COVE

HWY190

HWY190

FORT HOOD AREA MAP

O L

D G

E O

R G

E T

O W

N R

D

E A

S T R

A N

G E R

D

N O

LA

N R

D

FORT HOOD

W E S

T R

A N

G E R

D

C L

A R

K E R

D

H W

Y

35 37

LOCATION

PROJECT

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

MEXICO

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

N

SCALE IN MILES

1/2 1

FORT HOOD MILITARY RESERVATION

N

0 100 200

SCALE IN MILES

N

0 5 10

SCALE IN MILES

NORTH SYMBOL

GENERAL SYMBOLS

REVISION NUMBER

WALL TYPE MARK

DOOR MARKWINDOW MARK

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

G-101

C O

V E

R S

H E

E T

FORT HOOD,TEXAS

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

NOTE BY SYMBOL

SHEET DESCRIPTION

A

A

N

A

A

BUILDING LEGEND (POINTS OF INTEREST)

PROJECT SITE

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)

DARNALL ARMY HOSPITAL

III CORPS HEADQUARTERS

MAIN CANTONMENT AREA

W E S T R

A N

G E R

D

MONTAGUE VILLAGE

VILLAGEII

COMANCHE

CENTRAL DR

LANDFILL

FT.HOOD

W R

A T

T E

N

PATTON

PARK

BATTALION

NORTH

761ST

NORTH

WALKER VILLAGE

HOOD

ARMY

AIRFIELD

HILLIARD

CENTRAL

TEXAS

COLLEGE

HEIGHTS

WEST

FT.HOOD

VILLAGEIII

MURPHY

TURKEYRUN

T

H

N D

H W

Y

T

H

R

D

M U

R P

H Y

T

H

M A

R T

IN

62ND

WAINWRIGHT

TO

VILLAGEI

COMANCHE

T

H

T

H

LIBERTY VILLAGE

OLD IRONSIDES

BATTALION AVE

HELL ON WHEELSC

L

A R

K E R

O A

D C

L A

R K

E R

O A

D

C L E

A R C

R E

E K

US HIGHWAY 190

HELL ON WHEELS

OLD IRONSIDES

WARRIOR WAY

BUSINESS ROUTE 190

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

CHAFFEE VILLAGE

US HIGHWAY 190

RAIL HEAD

McNair Village

TANK DESTROYER RD

COPPERAS COVE RD

WEST RANGE RD

Santa Fe Av e

WAREHOUSE AVE

DESTROYER RD

TANK

COPP

ERAS

COVE

RD

O L

D G

E O

R G

R T

O W

N R

D

TURKEYRUN

C L E

A R C

R E

E K

T

H

EAST

R

AN

G E

R D

NORTH NOLAN RD

WEST RANCIER AVE

SOUTH RANGE RD

F T H

O O

D S

T

T .J

M

IL

L S B

L V

D

PROJECT NO: RC901077P

J

D A

V

IS

RELOCATE DAMAGED LATRINE - BLDG 4621

LIGHTING AND POWER PLANE-101

NEW PLUMBING PLANSP-101

MECHANICAL SCHEDULESM-601

MECHANICAL PLANM-101

WALL FRAMING DETAILSS-501

STRUCTURAL ELEVATIONSS-401

STRUCTURAL FRAMING PLANS-102

FOUNDATION PLAN AND DETAILSS-101

EXTERIOR ELEVATIONS AND SECTIONA-402

ENLARGED FLOORPLAN AND ELEVATIONSA-401

WALL TYPESA-301

NEW FLOOR PLANA-101

DEMO PLAND-101

SITE PLAN - IMPROVEMENTSC-102

SITE PLAN - UTILITIESC-101

AREA OF WORK PLANG-102

COVER SHEETG-101 1

NUMBER

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DPW

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A-101

GENERAL NOTES:

N E

W F

L O

O R P

L A

N

18'-3 3/4 "

7'-6"

1'-9"

7'-6"

/4

N

SCALE: 1/4" = 1'

80 4

SCALE (FEET)

12NEW FLOOR PLAN

A

A

B

AA

A

110 111

LATRINE

FEMALE

LATRINE

MALE

A

A

A

A

A

A

A

A

24'-0"

IN EACH LATRINE. CENTERED, OR CLOSE TO CENTER OF THE ROOM.

INSTALL 1x FIRE SUPPRESSION SPRINKLER HEAD, CEILING MOUNTED, 9.

BE STAINLESS STEEL.

INSTALL GRAB BARS PER 2018 ADA GUIDELINES WHERE SHOWN. SHALL8.

FLOOR ANCHORED STYLE. HARDWARE SHALL BE STAINLESS STEEL.

LAMINATE "CLASSICSERIES 1540", BASALT SLATE 3690-58. SHALL BE

INSTALL NEW TOILET PARTITIONS TO MATCH BOBRICK, HIGH PRESSURE 7.

BASE SHALL ALSO MATCH (6x12 COVE BASE).

STREET, 2x2 MOSAICS. COLOR SHALL MATCH "GALLERY GREY". WALL

FLOORS SHALL BE CERAMIC TILE TO MATCH CROSSVILLE INC, MAIN6.

A-401 FOR MORE INFORMATION.

INSTALL NEW MIRRORS, TOILET TISSUE DISPENSER, ETC... SEE SHEET5.

ELEVATIONS.

INSTALL NEW BASE CABINETS WHERE SHOWN. SEE A-401 FOR INTERIOR4.

INSTALL NEW PLUMBING FIXTURES WHERE SHOWN. 3.

INSTALL NEW DOORS WHERE SHOWN. SEE DOOR SCHEDULE BELOW.2.

MORE DETAILS.

CONSTRUCT NEW WALLS WHERE SHOWN. SEE A-301 AND A-501 FOR1.

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FOUNDATION PER DETAIL 8/S-501.

WALL BOTTOM TRACK SHALL BE FASTENED TO CONCRETE 9.

S-501 FOR FASTENING REQUIREMENTS.

TOP OF TOP TRACK AND TOP OF CEILING JOIST TRACK. SEE SHEET

VERTICAL HEIGHT OF WALL FROM BOTTOM OF BOTTOM TRACK TO

LONG DIMENTION PARALLEL TO STUD FRAMING. COVER FULL

BOARD. STRUCTURAL SHEATHING SHALL BE INSTALLED WITH THE

WALLS SHALL BE SHEATHED WITH 5/8" THICK (MINIMUM) GYPSUM 8.

REQUIREMENTS.

THAN THE WALL STUDS. SEE DETAIL 2/S-501 FOR SPLICE

WIDTH OF 1 1/4" AND SHALL HAVE A UNIFORM THICKNESS NOT LESS

TOP AND BOTTOM WALL TRACKS SHALL HAVE A MINIMUM FLANGE 7.

STIFFENER AT EACH BEARING END.

BRACED ON BOTTOM FLANGE WITH GYPSUM BOARD. PROVIDE ONE

550S125-27 SPACED AT 24" O.C. MAX AND SHALL BE CONTINUOUSLY

ALL STEEL CEILING JOISTS SHALL BE CONTINUOUS (NO SPLICES) 6.

MAX.

ALL STEEL WALL STUDS SHALL BE 550S125-27 SPACED AT 16" O.C. 5.

PROVIDED FOR THE BOTTOM RUNNER TRACK.

COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE 4.

OF THE UPPER AND LOWER RUNNER TRACKS.

PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES

POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB

AXIALLY LOADED STUDS SHALL BE INSTALLED SO THE ENDS ARE 3.

A525 G-60 OR EQUIVILANT.

ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM 2.

YIELD STRENGTH OF 33 KSI.

STRUCTURAL MEMBERS 18 GA AND THINNER SHALL HAVE A MINIMUM

THICKER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.

REQUIREMENTS OF A653. STRUCTURAL MEMBERS 16 GA AND

CORROSION-RESISTANT GRADE A STEEL, CORRESPONDING TO THE

ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM 1.

FRAMING NOTES

AND ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATION.

SIZE AND THICKNESS AT CEILING JOIST. REFERENCE ELECTRICAL

BLOCKING AT EACH END OF FIXTURE. BLOCKING SHALL BE SAME

LIGHTING FIXTURE. SPACING NOT TO EXCEED 30 INCHES. PROVIDE

ADJUST SPACING TO ACCOMODATE RECESSED ELECTRICAL 2.

INSTALLATION.

INSTALLATION INSTRUCTIONS FOR COMPATABILITY PRIOR TO

ARCHITECTURAL DOOR SCHEDULE AND DOOR MANUFACTURERS

VERIFY ALL ROUGH OPENING DIMENSIONS SHOWN WITH 1.

GENERAL NOTES

NUMBER

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N

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WALL FRAMING PLAN

SCALE: 1/2" = 1'101

S S

CEILING FRAMING PLAN2

S

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SCALE: 1/2" = 1'101

S

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NORTH/SOUTH ELEVATION5

SCALE: 1/2" = 1'101

S

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WEST ELEVATION3

SCALE: 1/2" = 1'101

S

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EAST ELEVATION4

N

17'-10 1/4 "

/4

0'-10 5/8 "

3'-4"9'-5"3'-4"0'-10 5/8 " 2'-0"2'-0"2'-0"2'-0"1'-8 1/4 "2'-0"2'-0"2'-0"2'-0"

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HAND)

(OPP.