Technical Exhibit A - Drawings.pdf

ii a

COPPERAS

·coVE

TURKEY RUN RD

1/2 MILE 1 MILE

SCALE 1" 2000'-0"

INDEX OF DRAWINGS

REV SHEET SHEET DESCRIPTION REV SHEET SHEET DESCRIPTION

G-101 COVER SHEET A-601 ARCHITECTURAL SCHEDULES

D-001 DEMOLITION NOTES S-001 STRUCTURAL NOTES

D-101 DEMOLITION PLAN S-101 FRAM ING PLAN

D-201 DEMOLITION ELEVATIONS S-501 ELEVATION AND DETAILS

C-001 CIVIL NOTES S-502 JOIST DETAILS

C-101 SITE DEMOLITION PLAN M-001 MECHANICAL NOTES

C-102 PROPOSED SITE PLAN M-101 MECHANICAL PLAN

C-501 CIVIL DETAILS I M-501 MECHANICAL DETAILS

C-502 CIVIL DETAILS II M-601 MECHANICAL SCHEDULE

A-001 ARCHITECTURAL NOTES P-101 ABOVE FLOOR PLUMBING

A-101 PROPOSED FLOOR PLAN P-102 UNDER FLOOR PLUMBING

A-102 REFLECTED CEILING PLAN P-103 PLUMBING PLAN - SEWER

A-103 FLOORING PLAN P401 PLUMBING ENLARGEMENT

A-104 ROOF PLAN P-501 PLUMBING DETAILS

A-201 EXTERIOR ELEVATIONS E--001 ELECTRICAL NOTES

A-301 PROPOSED CROSS SECTIONS E-101 PROPOSED POWER

AND COMMS PLAN

A-302 SECTIONS E-102 LIGHTING PLAN

A-401 INTERIOR ELEVATIONS T-101 TELECOMMUNICATION PLAN

A-501 WALL TYPES F-101 FIRE ALARM PLAN

A-502 ARCHITECTURAL DETAILS

LEGEND

,\,i

DIRECTORATE OF

t

CARL R. DARNALL �, =-="''_ '1 NEW RAIL HEAD 0

CENTRAL TEXAS

PUBLIC WORKS HOSPITAL a ,ciL COLLEGE

PROJECT SITE A III CORPS

HOOD ARMY D BLOCK PLAN AIRFIELD

@ SHOEMAKER .1 THE COURSES OF

® TANK TRAIL ( SYMBOL CLEER CREEK

Fort Cavazos

RANGE CONTROL

89000

88000

FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

SOUTH

CLARKE

GATE

NORTH

CLARKE

GATE

Nr:�'"i-i.;;;.< "'

ATV

MOTORCYCLE

PARK

TURKEY RUN RD

44000

93020

Q

F===,I§ ff

,==�/ 3200

40000

29000

W TANK DE:SfROYER 8 LVD

3800 &j fJ 36000

01-\l RAILHE:AQ DR

18000

REPAIR BUILDING 37001

PROJECT NUMBER: AD014591PC

11 APR 2023

17000

16000 14000 12000

DO E BATTALION AVE

VENABLE

VILLAGE

WAINWRIGHT-fl,".,,_, HEIGHTS

,r-1-U

EMURPHYRD

REFERENCE FROM

REVISION

PROJECT MANAGER:

<if!.

KILLEEN

GENERAL SYMBOLS

.----- DETAIL NUMBER

�---REFERENCE TO

REVISION DESCRIPTION

DESIGNED BY:

0 NOTE BY SYMBOL

.&. REVISION NUMBER

REVISION DATE

DRAWN BY: APPROVED BY:

J. HERNANDEZ J. HERNANDEZ J. HERNANDEZ F. LAMAS

BRANCH CHIEF

Q�.:�

FORT HOOD • TEXAS

' a� . .. . 19•rlng

BLDG 4612

ENGINEER DR

FT. HOOD, TEXAS 76544

"' 0 "' w ilj [l_ "' "' " w N

0 "� "' � .. N::, O') z "'0 z I{) ti 'St �w� c30 ,- "' Cl z

a. <C 0"

T"""

(9 z-w� 0 t: ,-

,- .....J" w � -

0:: -

0::

::, 0 z r--w ' Ii: 0::

□ [l_"' "' w z w

I ;::"- 12 en " "'

0::: w t;; w w I >"'

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

G-101

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I

LU

z I u

LU

I-

DRAWING ABBREVIATIONS:

A

ALT ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

ASCE AMERICAN SOCIElY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIElY FOR TESTING

AND MATERIALS

AB ANCHOR BOLT

ARCH ARCHITECT, ARCHITECTURAL

@ AT (MEASUREMENT)

B

BM BEAM

BOS BOTTOM OF STEEL

BLDG BUILDING

C

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONG CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CJ CONTROL OR CONSTRUCTION

JOINT

COOR□ COORDINATE

D

DL DEAD LOAD

DIA DIAMETER

DWG(S) DRAWING(S)

E

EA EACH

EQ EQUAL

EJ EXPANSION JOINT

F

FT FEET

G

GA GAGE

GALV GALVANIZED

H

HCA HEADED CONCRETE ANCHOR

I

IBC INTERNATIONAL BUILDING CODE

IN INCH(ES)

K

K KIP

L

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LB(S) POUND(S)

DEMOLITION LEGEND:

DEMOLITION AND EXISTING

CONCRETE

MASONRY

DENOTES

ITEMS FOR

DEMOLITION

CONCRETE

D BRICK

METAL

� STEEL

WALLS

------M------

MNFR

MAX

MECH

MIN

MANUFAcTuRER

MAXIMUM

MECHANICAL

MINIMUM

------N------

NTS

NO

Norro SCALE

NUMBER

------0------oc

OCEW

OPP

0N CENTER

ON CENTER EACH WAY

OPPOSITE

------P------

PLF

PSF

PEMB

P□uN□s PER LINEAR FOOT

POUNDS PER SQUARE FOOT

PRE-ENGINEERED METAL

BUILDING

-----Q------ QlY QUANTITY

------R------

R

REINF

RADIUS

REINFORCEMENT

-------s-------

SJ

SIM

SF

SDI

SJI

SAW JOINT

SIMILAR

SQUARE FEET

STEEL DECK INSTITUTE

STEEL JOIST INSTITUTE

------T------

TOB

TOC

TOM

TOS

TOW

lYP

ToP oF BEAM

TOP OF CONCRETE

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

TYPICAL

------u------

UFC

UNO

UNIFORM FACILITIES CRITERIA

UNLESS NOTED OTHERWISE

------v------

VERT VERTICAL

------w------

WF

EXISTING

FEATURE

CONCRETE

UNIT

MASONRY

WIDE FLANGE

� CAST STONE

NEW WALL,

I I REF ARCH

�---� SCHEDULES

NEW INSULATED '�---�I WALL, REF ARCH

SCHEDULES

EXISTING

WALL TO

REMAIN

EXISTING

I v%(:IJ WALL TO BE

DEMOLISHED

CEILING MATERIALS

F7 HARDLID

LLl CEILING

EE

EARTH

ACOUSTIC TILE

CEILING

EARTH

NUMBERING SYSTEM & ANNOTATION SYMBOLS:

,J,, I

D-201 f I

I N

DISCIPLINE WITH DESINATOR:

G • GENERAL

D - DEMOLITION

C - CIVIL

A- ARCHITECTURE

S - STRUCTURAL

M - MECHANICAL

P - PLUMBING

E - ELECTRICAL

T • TECHNOLOGY

F - FIRE PROTECTION

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

CENTERLINE

NORTH ARROW

--- DETAIL NUMBER

DETAIL INDICATOR SYMBOL

REFERENCE TO

REFERENCE FROM

A, ---- DIRECTION OF CUTTING PLANE

D D

1D1 1D1

A

EXTERIOR ELEVATION INDICATOR

.,,-- LIMIT OF CUTTING

PLANE

SECTION INDICATOR \

�---- LINE OF CUTTING PLANE

ky MULTIPLE VIEW DESIGNATOR

,-{; 1 •_n INTERIOR ELEVATION INDICATOR 'c..,o, D � WITH MULTIPLE VIEWS

A MULTIPLE VIEW DESIGNATOR

"----1111111t I

I I

I

�-LIMIT OF ENLARGED AREA

l l

MATCHLINE CONTINUATION

TEXT

FOR CONTINUATION SEE DWG. D-101

"'-- MATCHLINE

DRAWING VIEW

NUMBER

DRAWING VIEW TITLE

1 l FLOOR PLAN

�, SCALE: 1/4" = 1'-0"

"'-- DRAWING VIEW SCALE

t.----- REVISION CLOUD

> • (LIMITS OF REVISION AREA)

' .._ A _, ____- REVISION NUMBER &--- (PRE-AWARD AMENDMENTS)

-- REVISION LETTER &--- {POST-AWARD AMENDMENTS)

NOTE BY SYMBOL WITH LEADER

0 NOTE BY SYMBOL

DEMOLITION NOTES:

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

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

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

DN-2 THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS. CCNTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS OR

DIMENSIONS.

DN-3 THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING OF THE SCOPE OF WORK RELATING TO THE DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF

DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.

DN-4 THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO

VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.

DN-5 LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT AND

DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.

DN-6 ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT THE END OF

EVERY WORKING DAY.

DN-7 ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES.

DN-8 CONTRACTOR SHALL OBTAIN APPROVED DIGGING PERMIT, PRIOR TO ANY EXCAVATION.

DN-9 CONTRACTOR SHALL PROVIDE WORK PLAN FOR SELECTIVE DEMOLITION TO BE DISCUSSED AT PREPARATORY.

DN-10 THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE BELIEVED TO BE CORRECT. NO GUARATEE IS MADE AS TO THE ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR OFFICER REPRESENTATIVE AND AIRFIELD OPERATIONS. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR 21.

DN-11 CONTRACTOR SHALL RETURN ALL ACTIVE ELECTRICAL EQUIPMENT AND ELECTRONICS REMOVED AS PART OF THE DEMOLITION SCOPE TO THE OWNER. ALL EQUIPMENT MUST BE REMOVED, STORED, LOGGED AND CAREFULLY LABELED. PRIOR TO DEMOLITION OF ANY COMMUNICATIONS COPPER OR FIBER CABLES, CONTRACTOR SHALL VERIFY WITH THE TECHNOLOGY DESIGN CONSULTANT AND OWNER TO ENSURE THAT ALL ACTIVE CIRCUITS HAVE BEEN CUT OVER OR DEACTIVATED. DO NOT DEMO WITHOUT THE AUTHORIZATION

OF THE OWNER.

REVISION REVISION DESCRIPTION

PROJECT MANAGER: DESIGNED BY: DRAWN BY:

J. HERNANDEZ J. HERNANDEZ J. HERNANDEZ

REVISION DATE

APPROVED BY:

F. LAMAS

BRANCH CHIEF

�• of P'!!i!i, Ii!.

<Y��

FORT HOOD • TEXAS

\� • 0�

�. ... eerlng u

BLDG 4612

ENGINEER DR.

FT. HOOD, TEXAS 76544

"' 0 "'w ilj a. "' "' " w N

0 "� "' � .. N::, O") z "'0 z I{) ti ' ti -st �w� c30 I-

"' Cl z a_ <C 0 "

T""" r,...

(9 z w -� 0 t:

I- I- _J" w -� 0 => "' ca

0::

UJ

0::

::, 0 z r--w ' Ii: 0::

□ a. "' "' <!=□ � "' ��

Cl) w I-z z 0 z a_

12" 0 "' w -□ I-t;; w -

I _J "' w

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

D-001

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I

LU

z I u

.Q

E

,i 0 -�

0"' gj (!)

.,. J "' a, .. C.

�� □u z C.

o-- "' <I)� --, Wo 0:: □ ·S

Z (.) Qw �a a; 0::

0:: C.

(.) it g::::i a, c)w_ J f-t:"

t:.W

"'z "w w

0" al C.

f-"' -o f- ..

J °' f-w"'t:"'

IO

B f----C>s+---+

C f----C-+--+-

D

5'

E

F

G

H

J

OFFICE-

I

I

I

I

OFFICE -

---t

I

I

OFFICE -

16'-0"

OFFICE -

---t

I

OFFICE -

t-

I

VESTIBULE

CIVIL KEY NOTES:

@ CONTRACTOR SHALL DEMOLISH STAIRS, RAILING, AND WALKWAY TO STAIRS.

ARCHITECTURAL KEY NOTES:

G REMOVE AND DISPOSE OF STAGE PLATFORM IN ITS ENTIRETY.

@ REMOVE AND DISPOSE OF FRONT DESK IN ITS ENTIRETY.

@ DEMOLISH EXISTING CMU WALL, UP TO 10'.

@ DEMOLISH WALL SECTION FOR NEW WINDOW, REFERENCE SHEET A-201.

e

REMOVE 4 TOTAL WT BRACKETS AND GROUND COLUMN SMOOTH, SEE NOTE

10.

REMOVE AND DISPOSE OF EXISTING WINDOWS

DEMOLISH FUR OUT.

DEMOLISH EXISTING PANEL IN FILL WITH CMU BLOCK.

PLUMBING KEY NOTES:

/':::\_ CONTRACTOR SHALL DEMOLISH ALL PLUMBING FIXTURES, THIS INCLUDES BUT NOT LIMITED TO, TOILETS, � SINKS, JANITOR SINKS, SHOWERS, URINALS, WATER FOUNTAIN, PIPING, ETC. AND ALL ASSOCIATED ITEMS.

STRUCTURAL KEY NOTES:

CONTRACTOR SHALL SAND BLA.ST AND REPAINT EXISTING STEEL COLUMN. PAINT SHALL BE RED OXIDE METAL

51 PRIMER AND BE APPLIED FROM EXISTING FLOOR ELEVATION TO 5'-0" ABOVE FINISHED FLOOR. REPAIR COLUMN

SEE DETAIL 2 ON THIS SHEET.

@ CONTRACTOR SHALL INSTALL LINTEL ON BOTH SIDES OF OPENING.

16'-0"

WOMEN -

JANITOR--

/0

COORIDOR

I

VI---- --+

I I

I

117'-10"

13'-3"

MEN -

OFFICE -

2'-9"

I

H

5 6

N

15'.g w

MECHANICAL-

A3

VESTIBULE-

I \

I

I

STORAGE-

OFFICE -

DEMOLITION PLAN

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

EXISTING WF COLUMN

NEW 14" TALL 3/B• THICK

BENT PLATE WELDED

TO EXISTING WF

COLUMN

WF COLUMN REPAIR

SCALE: N.T.S.

35'-6"

CONFERENCE ROOM -

OFFICE -

OFFICE -

STORAGE

OFFICE --

I

D D

101 201

- - --------0

REVISION

GENERAL NOTES:

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

GROUT HAVING A MINIMUN COMPRESSIVE STRENGTH OF 5000 PSI.

2. CONTRACTOR SHALL ABATE ACCORDING TO THE PROVIDED HAZ-MAT SURVEY TECHNICAL EXHIBIT C AN□

INCLUDE THE ABATEMENT OF AREAS WITH MUTI-LAYER FLOORING.

3. REMOVE THE INlERIOR WALLS AS INDICATED IN THIS DRAWING. DEMOLITION SHALL INCLUDE, BUT NOT LIMITED TO, ANY BULLETIN BOARDS, POSTERS, MIRRORS, INTERIOR WINDOWS, FRAMES, CASED OPENINGS, DOORS, GRILLS, WALL PANELING, WALL BOARD, DISPLAYS, WALL BASE, SHELVING, INSULATION, CONDUIT, OUTLETS, ETC.

4. REMOVE AND DISPOSE OF ALL EXISTING FINISH FLOOR MATERIALS (INCULDES, BUT NOT LIMITED TO, SHEET VINYL, VCT, CERAMIC TILE, WOOD FLOORING, ETC) DOWN TO CONCRETE SLAB. DEMOLITION INCULDES FLOOR

MOUNTED EQUIPMENT SUCH AS DOOR STOPS, TRANSITIONS, CONDUIT, OUTLETS, ETC.

5. REMOVE AND DISPOSE ALL 2' X 2' LAY-IN ACOUSTICAL CEILING, HARD LID CEILINGS, PLASTER CEILINGS AND ALL ASSOCIATED EQUIPMENT. DEMOLITION INCULDES ALL CEILING FINISHES UP TO THE EXISTING JOIST MEMBERS

AND INSULATION.

6. REMOVE AND DISPOSE OF ALL FURNITURE AND MISC. ITEMS.

7. ALL DOMESTIC WATER SUPPLY PIPPING THAT IS ACCESSIBLE, AND THE ASSOCIATED RISERS, SHALL BE REMOVED IN THEIR ENTIRETY WHERE POSSIBLE. ALL REMAINING PENETRATIONS SHALL BE GROUT-FILLED

UNLESS OTHERWISE KEYNOTED.

8. ALL PLUMBING FIXTURES SHALL BE REMOVED, INCULDING ALL WALL FAUCETS, HOSE BIBBS, AND DRINKING FOUNTAINS. ALL WALL HYDRANTS AND OTHER EXTERIOR FIXTURES SHALL REMAIN IN PLACE UNTIL RENOVATION COMMENCES IN ORDER TO PERSERVE THE BUILDING ENVELOPE SEAL, HOWEVER SUPPLY PIPING

TO THE FIXTURES MAY BE DEMOLISHED.

9. REMOVE AND DISPOSE OF ALL TOILET PARTITIONS, TOILETS, SINKS, SHOWERS, VANITIES, ETC, IN THEIR

ENTIRETY.

10. ALL SANITARY SEWER PIPING, INCLUDING VENTS AND DRAIN FIXTURES, WHICH IS ACCESSIBLE OR ABOVE THE SLAB SHALL BE REMOVED. CUT OFF OR DETACH ALL VENT PIPING DIRECTLY UPSTREAM OF ROOF PENETRATIONS IN ORDER TO PRESERVE THE ROOF SEAL UNTIL BUILDC BACK BEGINS. REMAINING

PENETRATIONS SHALL BE GROUT-FILLED UNLESS OTHERWISE KEY NOTED.

11. CONTRACTOR SHALL DEMOLISH ALL DIFFUSERS, RETURN GRILLS, AND DUCTWORK. DEMOLISH ALL

MECHANICAL EQUIPMENT IN MECHANICAL ROOM.

12. CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL PANELS, THIS INCULDES BUT NOT LIMITED TO, RACEWAYS, CABLES, LIGHT FIXTURES, RECEPTACLES AND ASSOCIATED EQUIPMENT.

13. CONTRACTOR SHALL INSPECT THE CURRENT CONDITION OF THE MAIN DISTRUBUTION PANEL AND NOTIFY □PW

ENGINEERING.

14. REMOVE AND DISPOSE THE EXISTING INTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES 2'x4', 1'x4' FLUORESCENT FIXTURES, EXIT SIGNS, lWIN HEAD EMERGENCY INCANDESCENT FIXTURES, WALL SWITCHES, LIGHTING CONTROLS, ETC.

15. REMOVE AND DISPOSE THE EXISTING EXTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES WALL PACKS, RECESSED MOUNTED FIXTURES, AND THEIR ASSOCIATED RACEWAYS.

16. BACKBOXES AND CONDUIT IN MASONRY WALLS MAY BE ABANDONED IN PLACE. CUT CONDUIT FLUSH WITH WALL A REMOVE EXPOSED CONDUIT COMPLETELY. CONTRACTOR SHALL PROVIDE APPROPRIATE SIZE COVERPLATES FOR UNUSED BACKBOXES. REMOVE ALL ELECTRICAL CONDUITS, WIRES, AND ASSOCIATED

FASTENERS, SUPPORTS, AND BEAM CLAMPS WHERE POSSIBLE.

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

SHALL BE PATCHED AND FIREPROOFED AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE

PARTITION.

18. CONTRACTOR SHALL CUT ANY EXISTING FLOOR PENETRATIONS FLUSH WITH CONCRETE SLAB. ALL

ABANDONED FLOOR PENETRATIONS SHALL BE GROUT IN AND SEALED.

19. THE CONTRACTOR SHALL INFILLALL ABANDONED PENETRATIONS IN CONCRETE SLAB WITH

CONCRETE.

20. REMOVE AND DISPOSE OF EXISTING FUR OUT AND EXISTING FINISH MATERIAL

AROUND ALL COLUMNS, EXISTING COLUMNS ARE TO REAMAIN.

21. REMOVE ALL DRAINS AND INFILL WITH CONCRETE.

22. CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORTS FOR ALL

PENETRATIONS THROUGH WALL.

23. DEMOLISH ALL EXISTING DOORS, FRAMES AND ASSOCIATED HARDWARE.

24. DEMOLISH ALL EXISTING WINDOWS, FRAMES, AND ASSOCIATED HARDWARE.

25. STEEL WT BRACKETS SHALL BE REMOVED BY CUTTING EXISTING WELDED

CONNECTIONS AND EXISTING COLUMN SHALL BE GROUND SMOOTH. BRACKETS

SHALL BE PRESERVED AND RETURNED TO □PW, CONTACT COR. REFERENCE

KEY NOTE 6.

26. IN FILL VOIDS WITHIN PERIMETER WALLS WITH GROUT.

27. REMOVE FLOOR MOUNTED DOORSTOPS AND INFILL WITH GROUT.

28. REMOVE EXISTING FLOORING IN ALL RESTROOMS DOWN TO STRUCTURAL

CONCRETE THEN APPLY UZIN NL 170 LEVELSTAR, AS NEEDED TO MATCH F,F,E.

REVISION DESCRIPTION REVISION DATE

�• of P'!!i!i, Ii!.

DPW

FORT HOOD , TEXAS

\ � ' 0�

�19•rlng., BLDG 4612

ENGINEER DR

FT. HOOD, TEXAS 76544

0:: 0 0::w ilj [l_ a, 0:: " � " w

:::, O') z "' 0z w I{) ti ' :::, 0 Ii: ti "St z r--c2 "' □ w� "' ao □ f- J

" Cl z .,

a. <C 0"

,r-

0 z 0 <( r,... _J

(\') a..

(9 0:::

z z 0 - 0w ;:: J 0 _Jt: C.

f- 12 LLf- ....J

(.) <I) w w z � - □ 0 => t;; 0:: 0 C. w ca <I) -

I- 0::

_J

- 0 w

UJ 0

0::

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

N N er.

[l_

PROJECT MANAGER: DESIGNED BY: DRAWN BY: APPROVED BY: D-101J. HERNANDEZ J. HERNANDEZ J. RAYSOR F. LAMAS

BRANCH CHIEF

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I ><

LU

z I u

1 2 3 5 6 7

18'-7" 16'-0" 16'-0" 13'-3" 2'-9"

I I - - - - - - - - - - - - - - - I I

I I

I I

I I

I - I

/_L,L/ 1L,L,L,,t_ v",L..L:/ / V /"h rL,L..L: / v v v vvv V,L,LL, I/// 'L..L:V, //// i/,L,,(/ Vi/ V,L rL,L..L:- ·v / / , V /_/'_ / /// /// V// / /'_ / / / /., < ///1 !/'_// v././A j///,/ /// / // /LL F F F F I , , , , , , , , , , , I , , , , , , , , � , , £ -�,' F F-/ ,,- , F / /!- , , , ,E _,,,_, 7

1/, A�

1VV/, V/// vvvv Y//V /// /// iVVV ///, /// //// VI/// vvvv I-

� v77/ V/V "'/ V V '777J 7/v, /77 77/ V7// V7/v V// /7/ I/// - A4'( i777 v7v, v7v ,1 v'7v � v77/, f'/V/ "777, v'77 I - /// V V ,,1

V/7 v!V V I ��I� 0 w W, W, � � @ @ @ � W, � � I 1/'.1, I

I I , , , I

//// I , , , , I F F F .,-

SOUTH ELEVATION

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

t 35'-6" r 15'-9" l2 -9-r 13'-3" r

I I I I I

I I I I I I I I I I

I I I I I I

NORTH ELEVATION

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

K G E A

11 '-2'' 3'-6" 8'-4" 4'-B½" 6'-0" 10'-0" 16'-6"

I ____ _j_��--

A12

EAST ELEVATION

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

8 10

15'-9" 35'-6"

I I I I - - � - I I i'I I I J;l

,i

A14

37001

////£ £ // L, 7_/ /7 ./V V V / -r7 r7 -/-/ -/-/

7-7 77

� :�-0 _z:� _z:�

77- - 7-- - -

' 'I; -�A4J

-,A4X J A4 r J A4 r

�1/} �Jf 'E'L 'E'L -� - CZ: - c-,c - c-,c -

-� -� /j - .L - .L --.

, , , , , I I '///v I I ,-,/////////

NATURAL GROUND

16'-0" x 16'-0" x 18'-7·

I I I

I I I I I I

I I I I I I

I I I I I I

I I I I I I

I I I I I I

16'-6" 10'-0" 6'-0" 4'-B½"

WEST ELEVATION

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

ROOF (HIGH),,-1,.-

116'-10",Y

ROOF(LOW)�-

112'-B"

A10

F.F.E.�100'-0"

ROOF (HIGH)

116'-10"

ROOF(LOW)

� 112'-8"

F.F.E.�100'-0"

NATURAL GRADE

8'-4"

REVISION

PROJECT MANAGER:

J. HERNANDEZ

3'-6"

GENERAL NOTES:

GN-1. SEE GENERAL DEMOLITION NOTES ON SHEET D-101.

GN-2. CONTRACTOR SHALL DEMOLISH ALL GUTTERS, DOWNSPOUTS, AND BOOTS.

GN-3. CONTRACTOR SHALL DEMOLISH ALL SOFFIT PANELS AND INSULATION. ABATE

ACCORDINGLY, AS-BUILTS INDICATE ASBESTOS.

GN-4. CONTRACTOR SHALL DEMOLISH FACIA METAL EDGES ASSEMBLY & BLOCKING

TO STRUCTURAL STL.

GN-5. CONTRACTOR SHALL DEMOLISH ROOFING. STEEL DECK TO REMAIN.

GN-6. REMOVE ALL EXTERIOR LIGHTING.

GN-7. DEMOLISH ALL MISC CABLE AROUND EXTERIOR OF BUILDING.

GN-B. DEMOLISH ALL SIPGOTS AROUND THE EXTERIOR OF BUILDING.

GN-9. DEMOLISH ALL ABANDONED MISC ITEMS STICKING OUT OF BUILDING.

GN-10. IN FILL ALL MISC ABANDONED PENETRATIONS.

GN-11. CONTRACTOR SHALL SAND BLAST PAINT OFF OF BOTTOM OF BUILDING FROM

THE LAST VENEER BRICK ROW TO THE BOTTOM OF THE EXPOSED

CONCRETE.

ARCHITECTURAL KEY NOTES:

0 NOT USED

@ NOT USED

e e

NOT USED

DEMOLISH CMU/BRICK VENEER WALL FOR NEW WINDOW. CONTRACTOR SHALL

KEEP EXISTING CMU/BRICK VENEER TO REMIAN INTACT.

NOT USED

DEMOLISH ALL CURTAIN WALLS, EXISTING STL COLUMNS TO REMAIN.

NOT USED

NOT USED

DEMOLISH DOORS, FRAMES, STORE FRONT, AND ALL ASSOCIATED HARDWARE.

CONTRACTOR SHALL DEMOLISH CONCRETE STAIRS AND HANDRAILS.

e DEMOLISH AND REPLACE LOUVER, MATCH EXISTING OR EQUIVALENT.

e e e

DEMOLISH EXTERIOR LIGHT FIXTURE.

DEMOLISH WINDOWS, FRAMES, AND ALL ASSOCIATED HARDWARE.

REMOVE BUILDING NUMBER, REFER TO A-201.

REMOVE TELEPHONE BOX AND IN FILL ANY PENETRATIONS

REPLACE GAS PIPING AND FITTINGS FROM REGULATOR TO BUILDING,

APPROXIMATELY 3FT. PAINT SAFETY YELLOW.

ROOF (HIGH)

116'-10·

ROOF(LOW)

F.F.E.�100'-0"

1 NATURAL GRADE

�• of P'!!i!i, Ii!_

DPW

FORT HOOD , TEXAS

� .. 0�

�19•rlng., BLDG 4612

ENGINEER DR

FT. HOOD, TEXAS 76544

"' 0 "' "' w ilj [l_ "' "' N " w 0 "� "' � .. N ::, O') z "'0 z I{) ' ti 'St

�w� c30 I- "' Cl z a_ <C 0 "

,r-r,...

(9 z -w � 0 t:

I- I- .....J" w � -

0::-

0::

::, 0 z r--w ' Ii: 0:: □ [l_ "' "' rJ') z z w 0 ;:: _J a_ w 12" "' w z□ t;; 0 w

_J w

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

REVISION DESCRIPTION REVISION DATE

D-201DESIGNED BY: DRAWN BY: APPROVED BY:

J. HERNANDEZ J. RAYSOR F. LAMAS

BRANCH CHIEF

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I

LU

z I u

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

D A

T E

T E

C H

N

IC

A L

E X

H

IB

IT

A

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \C

-0

C iv il N o te s .d g n

:0

:0

P

M

R

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

DPW

FORT HOOD

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

C

IV

IL

N

O T

E S

C-001

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

FLOOR PLAN

CL

F

950'-0"

950'-0"

950.00

EL = 950.00'

E = 10000000000.00

N = 20000000000.00

TOP OF CURB

SQUARE CHISELED ON

PROJECT BENCHMARK

R

E

G

W

MH

MH

W

FO

FM

MH

CO

G

W

F

W

T

MH

HH

R

E

G

W

MH

MH

W

FO

FM

MH

CO

G

W

W

T

MH

HH

11+00

N

950.00

E n g ni eeringDi vi s io n

C-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

F

C

L

P

R

S

T

U

X

MATCHLINE

TEXT

MATCHLINE CONTINUATION

ACCESS CONTROL POINTACP

BUILDINGBLDG

CONTRACTING OFFICERCOR

CONCRETECONC

CLEANOUTCO

INCHESIN

LINEAR FEETLF

M

MANHOLEMH

MINIMUMMIN

MAXIMUMMAX

ON CENTEROC

REINFORCED CONCRETE PIPERCP

RADIUSR

TYPICALTYP

UNDERGROUND ELECTRICUGE

TRANSFORMERXFRM

CIVIL LEGEND:

FEETFT

FLOWLINEFL

FIRE HYDRANTFH

FINISH GRADEFG

FINISH FLOORFF

STORM DRAINSD

SIDEWALKSW

SANITARY SEWERSS

SQUARE FEETSQ FT

SANITARYSAN

PORTLAND CEMENT CONCRETEPCC

POLYVINYL CHLORIDEPVC

EXISTING FENCE LINE

EXISTING FIRE WATER LINE

EXISTING WATER LINE

EXISTING STORM DRAIN LINE

LINE

EXISTING WASTEWATER SANITARY SEWER

EXISTING GAS LINE

DUCTBANK

EXISTING TELECOMMUNICATION

TELECOMMUNICATION LINE

EXISTING UNDERGROUND

EXISTING UNDERGROUND ELECTRIC LINE

TELECOMMUNICATION LINE

EXISTING OVERHEAD

EXISTING OVERHEAD ELECTRIC LINE

12005

FIRE CONNECTION

FIRE HYDRANT

WATER VALVE

WATER METER

STORM DRAIN MANHOLE

STORM DRAIN INLET

WASTEWATER SANITARY SEWER MANHOLE

WASTEWATER SANITARY SEWER VALVE

WASTEWATER SANITARY SEWER CLEANOUT

GAS VALVE

GAS REGULATOR

FIBER OPTIC BOLLARD

TELECOMMUNICATION HANDHOLE

TELECOMMUNICATION MANHOLE

TELECOMMUNICATION PEDESTAL

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC RISER

TRANSFORMER - POLE MOUNTED

UTILITIES POLE

LIGHT POLE

CIVIL LEGEND:

PROPOSED FENCE LINE

PROPOSED FIRE WATER LINE

PROPOSED WATER LINE

PROPOSED STORM DRAIN LINE

SEWER LINE

PROPOSED WASTEWATER SANITARY

PROPOSED GAS LINE

DUCTBANK

PROPOSED TELECOMMUNICATION

TELECOMMUNICATION LINE

PROPOSED UNDERGROUND

PROPOSED UNDERGROUND ELECTRIC LINE

TELECOMMUNICATION LINE

PROPOSED OVERHEAD

PROPOSED OVERHEAD ELECTRIC LINE

MAJOR CONTOUR LINES

MINOR CONTOUR LINES

EXISTING SPOT ELEVATION

PROJECT BENCHMARK

PROPOSED SPOT ELEVATION

BUILDING NUMBER

STATION NUMBER

OR POINT NUMBER

PROPOSED SPOT ELEVATION (IN US SURVEY FEET)

SPOT MARKER

DESCRIPTION

LOCATION SETTLEMENT

BENCHMARK WITH

IN US SURVEY FEET

COORDINATED DENOTED

GENERAL NOTES:

PAYABLE IN FULL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

30 DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED UTILITY OWNER AND SHALL BE MADE

OWNER WITHIN THE FIRST 30 DAYS OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT FULL PAYMENT DIRECTLY TO UTILITY GN-2

DOCUMENTS.

RESPONSIBLE FOR THE COMPLETION OF ALL UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT COMPANIES AND APPROPRIATELY COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION WITH THE PRIVATIZED UTILITY CONSTRUCTION WORK THAT PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF THE NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST PERFORM ALL DEMOLITION AND NEW WATER OWNS THE WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN GN-1

SURVEY NOTES:

ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES.

COORDINATE SYSTEM USED: STATE PLANE, NAD83 4203 TEXAS CENTRAL, US SURVEY FEET. NO SURFACE SN-3B

WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES.

COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY FEET. NO SURFACE ADJUSTMENT SCALE FACTOR SN-3A

BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

TO THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL POINT, WILL BE REPLACED OR REPAIRED TO CONSTRUCT THE WORK, AT NO EXTRA COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR PROTECT THESE CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEERING DESIGN TEAM. CONTRACTOR SHALL SN-2

NOT SCALE DRAWINGS FOR DIMENSIONS.

NOTIFY THE COR OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO CONTRACT DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE SN-1

N

NOT TO SCALENTS

NATURAL GASNG

O

J. HERNANDEZ J. HERNANDEZ

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. C-101

DENOTES ITEMS FOR DEMOLITION

EXISTING FEATURE

DEMOLITION, EXISTING, AND PROPOSED

CIVIL PATTERNS

SITE UTILITIES LINES (EXISTING) SITE UTILITIES LINES (PROPOSED)

SITE UTILITIES SYMBOLS SITE SURVEY SYMBOLS

BUILDING FILL

PROPOSED POINT NUMBER WITH LABEL

EXISTING CONCRETE

EXISTING LIGHT CONCRETE OR ASPHALT

EXISTING COMPACT MATERIAL, RIP RAP, OR ROCK

EXISTING NATURAL GRADE

EXISTING GROUND

PROPOSED CONCRETE

PROPOSED LIGHT CONCRETE OR ASPHALT

PROPOSED COMPACT MATERIAL, RIP RAP, OR ROCK

PROPOSED CONCRETE UNIT MASONRY

PROPOSED STEEL

PROPOSED GRASS

PROPOSED NATURAL GRADE

C

C

C

C

C

C

C

C

C

C

C

• f>,. • "'.

•.a• ll,92�.87'_,b•

+927.43

-+3'27.92

+928.44

-+3'28.94

+929.45

-+3'30.03

+930.44

+930.63

+931.39

---w

-+3'31.83

-+3'32.35

-+3'32.82 s:

w

+927.46

+927.83

+928.71

+929.82

+930.59

+931.73 w

+932.83

+928.58

+929.06

928.98. · 929.17

929.53

929.75

+929.46 .

929.92 ;", 930.06

+929.87

+930.27

+930.50

+930.82

+931.00

+931.75 w

+932.25

930.53 . · 930.67

. A , t,.

930.83 " 930.97

' 4 · 4

932.32 · 1· 932.40 . ,A\_ • . w.· r.. � . iBr:-,-16

• A • '

+932.80 ,93:.1 i �

933.23

. 4. /J f>, • .. • I> •• . A. 4

I> • � • I> • � +933.29 >9.33._3� � '933.52

-+3'29.27

-+3'30.20

-13'30 62

-+3'30.73

-+3'31.05

-+3'31.28

-+3'50.00

-+3'31.37

-+3'31.53

-+3'32.05 w

-+3'32.58

-+3'33.37

-+3'33 66

-13'29 63 -+3'30.21

-+3'30.62 +931.44

-13'31 03 -+3'32.00

-+3'31.41 +932.23

-+3'31.57 -+3'32.33

-+3'31.87 +932.37

-+3'50.00

950.00

+931.85

-+3'31.71 +932.00

-+3'31.78 +932.09

-+3'32.22 -+3'32.51

+932.98

-+3'33.58 +934.03

-+3'34.35

-13'30 80

-+3'31.99

932.62

+95 .00

+93 .79

+9 .81

+93 .77

-+3'32.41

-+3'32.52

-+3'32.75 w

-+3'33.27

-+3'31.40

...1..932.56

-f 32.93

+932.52

+932.63

-+3'32.91 w w

+933.41

+934.45

-+3'34.87

-13'31 93

-+3'32.90

-+3'32 99

-+3'33.00

-+3'32.60

-+3'32.67 w

-+3'33.59

-13'35 12

-+3'32.02

+933.00

I co -+3'33.02

933.07

T

+932.75

+932.77

-+3'33.21 w

+933.B3 s:

+934.85

37001

-+3'32.86 w w

-+3'35.15

+934.13

PARKING LOT AREA

I>. • f>, f>,. • I>

• o!.. • /J.

933.

a +'932.79

I" w 735.03 - w --+3'35.24�-+--

J;

+932.85

932.70 i 932.70 +932.84

. ... . . ... t@

'·· '· / . 4

9:

A

F9

;'-932.76 +933.11

I>.�: J>_ � <§>

I> • � • • �

••• /J,.

·· • BM3

·4'W·4 . . .

932.91 . · 932.92 +933.24

• I,. •

• A• . I,.

933.oi •

933.23 +933_41

+933.73

+934.84

+933.26 <§l

-+3'33.97

+934.29

-+3'35.32

• .& • BM4

W_,_935.61 e�-El);. _; 936.01 _ _,_936,!5 ----·-f9vv3B.44

T 935.88 "t" · ··• · · , T ----

,. . • I>.

I>. • ,.

• I,. •

+935.39 i.t:9?5.4� _.

935.55 -j3'36.o5 936.34 -+3'36.12 +936.91 _s°3!-i;; ;

•931_25 +937.16

J> • I> • I> • J> • o!. A A 4

-+3'37.29

I> I> I> I> J> I>

-+3'37.75

+932.85

+933.43

+933.92

933.31

+933.64

+'934.72

+935.62

+937.53

-+3'38.01

Irr-�932.88-_-_-J,L;-••-· -r, __ �,r.-,,�--- .=t-9.33.�Q .

f i

7 -+3'35 85

+936 02 r.1-���-o.5

936 +936.53 -+3'36 55 -+3'36 72 -+3'37 10

I

+937 32

9�:�3

:�37 52 +937 59

3�.9.��---.-,-�----.--,,,--.,--.-,--.--..i.'934.�4 4 :. ;. ;. 4 J, A ,; :i...93�.25 A l, 4 AA 4 :. ;. :.t._9�5.91

<I o!.

A

.., :.t._�36.53,.; ;. ;. 4 A .LL936:..92 4 J, A ,; 4 :.t_9,;37.41

6 ,',,----.--,,,--.,----.°"',3� .• 0Q c.-.-,--.-�-� .,--- • • • • • • • • • 1· • • • • • • • • • To • • • • • • • T • • • • • • I • • • • • G) • 7- • • • • • I

.J>. -!>. _,,._ -1>. -1>. ,J> ·"'· I>. "· .J> . . J>. -1>. I>, I>.·,..·".·•_·,._·,._·,._·,,_·,._·,._·,..·"'.·"_·,._-,._·,. ·,. .·l> _·,,. _·,. _·,. _·,. _·,,. _·,. _·,. .·J> _·,. .·" _·,. _·,. _·,. .·" .·• _·,. _·,. _·,. _·,, _·,. _·,. --� .·"' .·" _·,. _-,. _·,. _·,. -!>. -1>. -1>. -1> • • J> . .

. . . . . . . . . ... • f>, ll, I> I>. . I>. . ". I>. I> • i=

• I> •

• '932.93 1> ..

N

SITE DEMOLITION PLAN

SCALE: 1" = 10'-0" REVISION

NOTES:

1. COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY FEET.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SHRUBS AN□ PLANTERS ONLY AROUND PERIMETER OF

BUILDING. INCLUDES THE EXCAVATION AND REMOVAL OF ROOTS AND BRICK/ PAVERS.

3. SEE C-102 AND A-101 FOR NEW CONSTRUCTION.

KEYNOTES:

0 REMOVE AND DISPOSE OF SHED.

0 REMOVE AND DISPOSE OF EQUIPMENT AND EQUIPMENT PAD IN ITS ENTIRETY BACK TO BUILDING.

0 DEMOLISH FLAG POLE, EQUIPMENT PAD, AND PLANTER.

0 REMOVE AND DISPOSE OF PAVER$

) EXISTING VALVE PIT

COORDINATES SCHEDULE

POINT NORTHING EASTING ELEVATION NOTES

(FT) (FT) (FT)

6M1 2016688.85 11306554. 77 931.18 1,2

BM2 2016745.87 11306546.19 932.07 1,2

BM3 2016736.39 11306478.55 932.81 1,2

BM4 2016727.01 11306413.85 935.65 1,2

BM5 2016668.90 11306417.15 934.56 1,2

BM8 2016544.04 11306436.95 932.45 1,2

BM7 2016553.55 11306505.13 930.44 1,2

6M8 2016561.92 11306567.07 928.57 1,2

COORDINATES SCHEDULE NOTES:

CS-1 COORDINATES PROVIDED ARE IN US SURVEY FEET.

CS-2 MAGNETIC NAIL IN CONCRETE.

REVISION DESCRIPTION REVISION DATE

�• of P'!!i!i, Ii!.

DPW

FORT HOOD • TEXAS

� ' 0�

�e•rlng

BLDG 4612

ENGINEER DR

FT. HOOD, TEXAS 76544

"' 0 "'ww a.. "' "' "' ::; w ::; � ::, "' �

::, O") z ::; 0z w I{) ti ' ::, 0 Ii: ti -st z

I'-

� "' □w� "' c30 □ I- �

"' Cl z "'

a. <C 0 "

0 en r,... z (\')

I-z Cl 0 w - ;:: z �

0t: 12 0I- ....J

() w - □

=> t;; "' (9II. w z

0:: I-- en

0::

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

PROJECT MANAGER: DESIGNED BY: DRAWN BY: APPROVED BY: C-101J. HERNANDEZ J. HERNANDEZ J. RAYSOR F. LAMAS

BRANCH CHIEF

N

N er.

a..

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I

LU

z I u

I

I

I

I

I

I

I

I

I

I

I

4 6 b b • b · b • b b b I>• b • b b b • 4 4 4

,. __ I> •• I>. ,. __ ,. __ I>._. ,. __ I> •• "·.- ,. __ I>._. I> _. "·· "·· "·· ,. __ I>.

V

·"-�I·"·· ► . • "· · "· · "·

.a ,. - ,. • .11 r. I, ,. • l, "

- ·w. ·.a.. ,. . ,. . " .a

. .. . . . . . . . . . . . . . . . . ·5. . . . . . . . . "·· ,._ ,._ ".· ,._ ,._ ,._ ,. __ ,._. ,. _ _ ,. __ ,. __ "·· "·· "·

"':c "' :c" l

.... -■,11111!!1---;.I. - - - - - - - - - - - - - - - - -r2, \,�l,�J-

(Q)

I

I

37001 l I ..._ _ - - - - - - - - - - - - - - - •--1!!11111-111111!!!1 _, (Q)

� .•· .• n

�\���5

I>

I>

'--7

-7•�

�7.�

-7•�

�.�-7.�

-7•�

-7• -

�7.�

-7•�

-7•�

-7.��.�

-7• -

�7.�

�.�-7.�

-7•�

-7

• I>• • • •

A · A · A A A A · A A · A A A A · A A A A · A A A A · A A · A A A A · A · A A A ·

PROPOSED SITE PLAN

SCALE: 1" = 10'-0"

,.. 4 I> 6 4• 4• I> 4• I> .a ,.. ,.. 6 6 •

16'-8"

... ,. ___ I>._. "··"·· I>._. "··"··"·.-,. __ ,. _ __

• ,!, • • II.� •

" ;;::====:;i-�--�-�-�-�-�

. • I>. · · BM3··-�. ·W

I

I

I

I

A · A A · A A A A · A A • . . . . . . . . . . . . . . . . . . . .• • • • • • • • • •

NOTES:

1.

2.

4.

5.

SEE SHEET C-101 FOR UTILITIES AND EXISTING FEATURES.

EXISTING TREES NOT SHOWN FOR CLARITY, NO TREES ARE TO BE DEMOLISHED UNDER THIS CONTRACT.

CONTRACTOR SHALL RE-SOD AREAS AFFECTED BY DEMOLITION AND CONSTRUCTION.

GRADE PERIMETER OF BUILDING TO ENSURE POSITIVE DRAINAGE. INFILL LOW AREAS WITH IMPORTED SOIL.

AT PERIMETER OF BUILDING: 4• GRAVEL BED WITH GEOFABRIC BASE LAYER, AND METAL LANDSCAPE EDGE AT

OUTSIDE EDGE TO 4'.

6. REMOVE BLOCKAGES AND RECONNECT ALL DOWNSPOUT BOOTS TO STORM DRAIN

SYSTEM. ELEVATE DOWNSPOUT BOOT AT TERRACED AREAS .

7. INSTALL SPLASH BLOCKS AT ALL SPIGOT LOCATIONS AND DOWEL TO THE BUILDING .

8. RE-SOD GRASS WITHIN CONSTRUCTION LIMITS .

KEYNOTES:

CONTRACTOR SHALL PREPARE AREA AND CONSTRUCT NEW RAMP, STAIRS, AND RAILS

INSTALL NEW 25' TALL FLAG POLE AND 3'-0• x 5'--0" DEEP DRILLED SHAFT FOUNDATION WITH 6-#6 LONGITUDINAL

BARS AND#3TIES@ 12" O.C.

CONSTRUCT NEW EQUIPMENT PADS FOR MINI SPLIT UNITS PER MANUFACTURERS RECOMMENDATIONS .

4" GRAVEL BED WITH GEOFABRIC BASE LAYER AND METAL LANDSCAPE EDGE AT OUTSIDE EDGE. INFILL LOW

AREAS WITH IMPORTED SOIL.

INSTALL RISERS AND A NEW DOUBLE CLEANOUT CONCRETE CAP. ENSURE TOP OF PAD IS FLUSH WITH OR AT A

MAXIMUM 1" ABOVE THE TOP OF THE PROPOSED GRAVEL BED .

INSTALL SIDEWALK TRENCH DRAIN, PER DETAIL 6 SHEET C-501. ENSURE THE CENTERLINE OF DRAIN IS IN-LINE

WITH THE LOCATION OF THE SPIGOT OR SWALE.

�• of P'!!i!i, Ii!.

DPW

FORT HOOD • TEXAS

� ' 0�

�19•rlng., BLDG 4612

ENGINEER DR.

FT. HOOD, TEXAS 76544

"' 0 w w [l_ "' "' "' ::; w ::; � ::, "' �::, O') z "' 0 z w I{) ti ' ::, 0 Ii:ti -st z I'-w� "' c30 □I- � "' Cl z "' a_ <C 0" z r,... <( (\') .....J

(9 a_ z w z

I-- 0 w ;:: �

0 t: "-en I-

....J

0 w - □

0 => t;; w "' w en ca "'

0:: a_ - 0

� a_

0::

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

N

N er.

[l_

REVISION REVISION DESCRIPTION REVISION DATE

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

J. HERNANDEZ J. HERNANDEZ J. RAYSOR F. LAMAS C-102

BRANCH CHIEF

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I

ID

I

LU

z I u

�u) 00 '79

N

V • V . • • . " . " . • • 7" 2'-7"•

. A . . " . • • . .

I> • • •

. A . . "

. A . . " .• • • •

A · . " .• • • •

15' 10·-

• . ' • . j - •

, " . , 6D1 I,,, " • • • -- • nr c ao

,, QC

mm '

MECHANICAL ROOM ENTRY

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

TYPICAL CONCRETE

REF: CONC. DETAILS

1/4" WIDE TOOLED TRAVERSE JOINTS LOCATED

ACCORDING m DRAWINGS.

TYPICAL 6" COMPACTED BASE,

GRADE, COMPACT 95% PROCTOR.

SUBGRADE MATERIAL

COMPACTED 95%

OF MAXIMUM DENSITY.

85'-9"

76'-7" 6'-0"

QC)(_ - C50o C F4 ,) r200C :

\5�1 �2 ooQc

UQ

Q

QQo UQ OQQo UQ

OQQo UQ Q

QQo UQ OQQo L

::,C)Q o 00 oC)Q ooOo oC)Q ooOo oC)Q o 00 oC)Q ooOo o C oOo ooCJoOo ooCJoOo o0QoOo ooCJoOo 00001

)'06 mm � ) 0

, 0oQ ) ,.._ Q 1

N

NORTH ENTRY

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

I) 0 � • •

Q oo

• . I mm

Oo oc 1 ·-----,,-

=.JcYc " mm

)oQ o

• rn-/ o,PQC "I• • ·N . • . I /Jo o � h.

\r\ . . •

A A A• •

·, • . I

�,I,° . 1>3' •-�

501 502 - A A• •• •

• . I

·ldo" I�- -�. A

Dt)oO • ••-� • • . I

Rn� A A

5'-7'' 2'-1" 3'-9" 2'-5" 7'

14'-8"

N

SOUTH EAST ENTRY

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

EXPANSION JOINTS SHALL BE FORMED

WITH 318" JOINT FILLER STRIPS, PLACED

114" BELOW SURFACE AND SHALL BE HELD

TYPICAL NEW CONCRETE SIDEWALK

REF: OTHER DETAILS

IN PLACE WITH STEEL PINS TO PREVENT

WARPING DURING FLOATING AND FINISHING.

TYPICAL EXPANSION JOINT

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

N

,A c,I,° 501 502

O o _ __,,.__,)Cr )Qo� �

,Qa 5'-7" 2•-4• 3'-9" 2'-5" 7'

14'-8"

NORTH EAST ENTRY

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

VARIES

SEE PLAN

TYPICAL6"

THICKEN EDGE.

4" THICK CONCRETE

WITH NO. 3 BARS AT

16" O.C.E.W. 6"

S'�

6"

TYPICAL 6" COMPACTED BASE,

GRADE, COMPACT 95% PROCTOR.

o os 1G�S :t !-;" �

Q0 o '-o o C ooQc

� o oc 0 (

Q�5

A

A •

A

A

A •

APPLY JOINT SEA.LANT

TYPICAL EXISTING CONCRETE

18" NO. 4 DOWEL BAR

AT 24" O.C. EXTEND 4" (MIN)

INTO EXISTING CONC.

5'-oo�S!c �o o oQ:

� 1n0Go

" " A A • • • • • • • •• • • • • • • • . ' A A t, "

2'-5" 7'-o· mm

Du~cs� oo oo oOo

�Ob 9c

2'-5" o o o o re; I\, A • • • • t, N

A

• j •

)~�� ooO

( .,,!~cs\ ) o oO o, 0 JDo

0o�� � l\�i\

• , I• • A A •• • • • • t, t, 16'-11·

41'-3·

A

2'-8"

SOUTH ENTRY

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

7•

II

A t, j 2

, �1�

" , l:J. , t, t,

• • [>. ' • I> .

,,. 9'-10" t, t, SIDEWALK TRENCH DRAIN

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

1/2" ABOVE EXISTING TOP

OF SIDEWALK.

NEW CONG. WORK

REF: CONC. DETAILS.

-I - r,-=TT1-,' .111-,' . TYPICAL 6" LAP UNDER

EXISTING CONG.

a· a·

NO. 3•�• BAR

AT 18" O.C.

REVISION

PROJECT MANAGER:

J. HERNANDEZ

REVISION DESCRIPTION REVISION DATE

DESIGNED BY: DRAWN BY: APPROVED BY:

J. HERNANDEZ J. RAYSOR F. LAMAS

BRANCH CHIEF

1 � C C ""' '°" -

J --

5�(n o (c-'o� _i t, .

• JI . : .. I

l9

�• of P'!!i!i, Ii!.

DPW

FORT HOOD • TEXAS

� • 0� ... �19•rlng .,.

BLDG 4612

ENGINEER DR.

FT. HOOD, TEXAS 76544

"' 0 "' "' w ilj [l_ "' "' N " w 0 "� "' � .. N ::, O> z "'0z I{) ' ti -st �w� c30 I- "' Cl z a_ <C 0 "

T""" r,...

(9 z -w� 0 t:

I- I- ....J" w � -

0::-

UJ

0::

::, 0z l'-w ' Ii: 0::

□ [l_ "' "' <!=□� "' � �

(J) ...J z

II.

12 w " "'

0 w t;; ...J w I

SHEET SIZE: ARCH D

24" X 36"

SHEET NUMBER

C-501

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

I-

ID

I

_J u z I u

ALL NEW STAIR STEPS SHALL HAVE CORNER GUARDS.3.

CONTRACTOR SHALL CONSTRUCT NEW RAMP AND 1-1/2" RAILS, SHALL BE ADA COMPLIANT. POWDER COAT "BLACK" FINISH.2.

CONTRACTOR SHALL CONSTRUCT NEW STAIRS AND 1-1/2" RAILS, SHALL BE IBC COMPLIANT. POWDER COAT "BLACK" FINISH.1.

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

SOUTH ENTRY RAMP

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

SOUTH ENTRY STAIRS

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

NORTH ENTRY STAIRS

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

MECHANICAL ROOM STEP UP

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

SOUTH & NORTH EAST ENTRY STAIRS

SCALE: 3/8" = 1'-0"

TYPICAL PROJECT SIGNAGE

RENOVATE BRIGADE HQ

BUILDING 37001

START DATE - COMPLETION DATE

"MAKING THE GREAT PLACE - GREATER"

DPWIII CORPS & FORT HOOD

PRIME CONTRACTOR: NASCO DPW POC: ROBERT ERWIN, 254-287-4507

[PERMITS]

NOTIFICATION]

[EMERGENCY

[SWPPP]

MAP]

[HOSPITAL

TEXAS

FRONT REAR SIDE

NOTES:

MAINTENANCE OF SIGN IS THE RESPONSIBILITY OF CONTRACTOR.5.

CONTRACTOR SHALL VERIFY SIGN INFORMATION WITH GOVERNMENT PRIOR TO FABRICATION.4.

CONTRACTOR SHALL INCLUDE LOCATION OF SIGN FOR DIG PERMIT.3.

SIGN SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION.2.

POSTS SHALL EXTEND 24" BELOW GRADE AND SET IN PLACE WITH PEA GRAVEL.1.

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

D A

T E

T E

C H

N

IC

A L

E X

H

IB

IT

A

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \C

-5

C iv il D e ta il s I

I.

d g n

:0

:0

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

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

C-502J. HERNANDEZ

C

IV

IL

D

E T

A

IL

S I

I

NOTES:

J. RAYSOR

C

C

C

C

C

C

C

C

C

C

C g ni eeringDi vi s io n

4'-6"1'-11"1'-11"

1'-0"

1'-0" 8"1'-11"1'-11" 1'-1"

1'-0" "2

10"4

2'-8"2

3'-1"2

3'-1"2

3'-1"2

3'-1"2

3'-1"4

2'-8

4'-9"

1'-0"

3'-3"3'-3"1'-11"1'-11"

8'-0"

"4

32" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

3" BLACK HELVETICA FONT

1" BLACK HELVETICA FONT

(FRONT AND BACK)

WHITE BACKGROUND

2.75" BLACK HELVETICA FONT

9" CRESTS

1/2" BLACK BORDER TRIM

4" X 4" TREATED TIMBER

PUBLIC NOTICES

CONTRACTOR

PLYWOOD

4' X 8' X 3/4" TREATED

4" X 4" TREATED TIMBER 4" X 4" TREATED TIMBER

PLYWOOD

4' X 8' X 3/4" TREATED

T.O.S.

F.F.E.

T.O.R.

100'-0"

98'-3"

103'-0"

T.O.S.

F.F.E.

T.O.R.

100'-0"

98'-3"

103'-0" 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

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \A

-0

A rc h it e c tu ra l

N o te s .d g n

:0

:0

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

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

A

CL

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

FLOOR PLAN

A

R

S

T

U

Q

B

C

E

F

G

H

I

L

M

N

O

V

J. HERNANDEZ

R

C H

IT

E

C T

U R

A L

N O

T E

S

A-001

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

TYPICAL INTERIOR SIGNAGE

M

IR

R O

R

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

FIXTURE HEIGHT GUIDELINES

G R

A B

B A

R

T O

IL

E

R T

IS

S

U E

D

IS

P E

N S

E R

S O

O

V E

R T

O

IL

E T

S E

T

IS

P E

N S

E R

D

IS

P E

N S

E R

F O

U N

T A

IN

W

IT

H

D R

IN

K

IN

G

O

T T

L E

F

IL

L E

R

C O

A T

H O

O K

S

T O

W E

L B

A R

SECTION

SCALE: 3/8" = 1'-0"

LAVATORY GUIDELINES

SCALE: 3/8" = 1'-0"

DRINKING FOUNTAIN GUIDELINES

PLAN

PLAN

SCALE: 3/8" = 1'-0"

WHEELCHAIR ACCESSIBLE WATER CLOSET

J. HERNANDEZ

P A

P E

R T

O W

E L

D

IS

P E

N S

E R

N

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A g ni eeringDi vi s io n

ROOM NAME

ROOM NUMBER

(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

DRAWING ABBREVIATIONS:

TYPICAL MOUNTING HEIGHT DRAWINGS:

MATERIAL LEGEND: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

MATCHLINE

TEXT

MATCHLINE CONTINUATION

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

PLANE

LIMIT OF CUTTING

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

A-201

INTERTATIONAL BUILDING CODEIBC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

QUANTITYQTY

ABOVE FINISHED FLOORAFF

ACT

AMERICANS WITH DISABILITIES ADA

AIR CONDITIONINGA/C

BOTTOM OF VAULT CEILINGBOVC

BOTTOM OF STEELBOS

BOTTOM OF PARAPETBOP

BOTTOM OF METAL CANOPYBOMC

BOTTOM OF ...BO

BUILDINGBLDG

EQUALEQ

EXPANSION JOINTEJ

FINISH SYSTEM

EXTERIOR INSULATION AND EIFS

FEETFT

FINISH FLOOR ELEVATIONFFE

FLOOR DRAINFD

FLOOR CLEANOUTFCO

MISCELLANEOUSMISC

MINIMUMMIN

MANUFACTURERMNFR

MAXIMUMMAX

NOT TO SCALENTS

PROTECTION ASSOCIATION

NATIONAL APPLICABLE FIRE NFPA

NOT APPLICABLEN/A

OPPOSITEOPP

OUTSIDE DIAMTEROD

ON CENTEROC

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF PARAPETTOP

TOP OF METAL CANOPYTOMC

TOP OF HARD LID CEILINGTOHL

TOP OF GLASS WINDOWSTOGW

TOP OF DOORTOD

TOP OF CEILINGTOC

TOP OF BRIGADE SIGNTOBS

TOP OF ACOUSTIC CEILINGTOAC

UNLESS NOTED OTHERWISEUNO

VINYL COMPOSITION TILEVCT

RUBBER BASERB

REFERENCEREF

GYPSUM WALL BOARDGWB

GROUND ELEVATIONGE

HOLLOW METALHM

HIGH DENSITY POLYETHYLENEHDPE

HOSE BIBBHB

LUXURY VINYL TILELVT

LINEAR FEET (FOOT)LF

POUNDSLBS

CLEANOUTCO

CONCRETE MASONRY UNITCMU

CENTER LINECL

CONTROL JOINTCJ

CERAMIC BASECB

SQUARE YARDSQ YD

SQUARE INCHSQ IN

SIMILARSIM

SQUARE FOOTSF

SOLID CORESC

DIFFUSER

SUPPLY-AIR

REGISTER

GRILLE OR

RETURN-AIR

REGISTER

GRILLE OR

EXHAUST-AIR

24" LED FIXTURE

LINEAR 48" OR

FIXTURE

2' X 4' LED LIGHT

LIGHT FIXTURE

COMPACT LED

RECESSED

PENDANT FIXTURE

LINEAR LED

GENERAL NOTES

FIELD VERIFY ALL ROUGH OPENINGS, DIMENSIONS AND CLEARANCES.14.

CLARIFICATION PRIOR TO PROCEEDING WITH WORK.

COORDINATION ISSUES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PM OR COR IN WRITING FOR

DO NOT SCALE DRAWINGS FOR DIMENSION. IF DISCREPANCIES, INCONSISTENCIES, OMISSIONS, OR 13.

SPLICING OF GUTTERS AND DOWNSPOUTS SHALL NOT BE PERMITTED.

ALL NEW GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AS ONE-PIECE EXTRUDED SEAMLESS SYSTEMS. 12.

REFER TO THE ENLARGED PLANS FOR ADDITIONAL NOTES AND DIMENSIONS.11.

REFER TO SHEET A-601 FOR DOOR AND WINDOW SCHEDULE AND TYPES.10.

REFER TO SHEET A-501 FOR PARTITION TYPES AND SCHEDULE.9.

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

8. ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, STRUCTURAL, ELECTRICAL, REFERENCE STRUCTURAL DRAWINGS FOR SHORING REQUIREMENTS.7.

CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS, SEE STRUCTURAL.6.

DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.5.

BUILDING PERIMETER.

SEE CIVIL DRAWINGS FOR ALL CURBS, SIDE-WALKS, RAMPS, AND OTHER CONSTRUCTION OUTSIDE THE 4.

ALL DIMENSIONAL DATA IS IN IMPERIAL UNITS (INCH, POUNDS).3.

UNO, ALL DIMENSIONS ARE TO FACE OF STRUCTURAL WALL, GYPSUM BOARD, OR COLUMN CENTERLINE.2.

TYPICAL NOTES AND LEGENDS ON THIS SHEET ARE APPLICABLE TO ARCHITECTURAL DRAWINGS ONLY.1.

2"

CL

SURFACE

BO REFLECTED

TO SPOUT

BUTTON

CL OF PUSH OPENING

TOP

DRAWINGS

BATHROOM

SEE ENLARGED

M A

X

M A

X

M A

X

M A

X 4

M A

X M A

X

M A

X

FFE1

PAPER

BO TISSUE

M A

X

BOTTOM OF MIRROR

8"

11"

(T O

R E

F L

E C

T E

D S

U R

F A

C E

1'-6"

6"

8"

5" (SIDE APPROACH)

FFE

FFE

MIN

MIN

M

IN

M A

X M A

X

M A

X

" MAX2

M A

X

M

IN

M

IN

MAX

MIN

FRONT APPROACH

SIDE APPROACH

EQUAL EQUAL

2'-6"

4'-0"

EQUAL EQUAL

PATH

ACCESS

(M A

X

3'-0"

2'-0" 1'-0"

1'-6"

1'-0"

3'-6"

3'-0"

1'-0"2'-0"

1'-6"

CL

CL

CL

5'-0"

M

IN

MIN

M

IN

M

IN

MAX

MIN MIN

MIN MIN

PATH

ACCESS

M A

X

CL

M A

X

141B

C4.9

OFFICE

FOR CONTINUATION SEE DWG. A-001PROPOSED DOOR

EXISTING DOOR

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

FLOOR TYPE DIVIDER

FIXTURE INDICATOR

DATUM

FLOOR LEVEL AND NAME

DESIGNATOR

GRID AND COLUMN LINE

CENTERLINE

SYMBOL

CHANGE IN ELEVATION

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

F - FIRE PROTECTION

T - TECHNOLOGY

E - ELECTRICAL

P - PLUMBING

M - MECHANICAL

A - ARCHITECTURE

S - STRUCTURAL

C - CIVIL

D - DEMOLITION

G - GENERAL

DISCIPLINE WITH DESINATOR:

SHEET NUMBER WITHIN SERIES

SERIES NUMBER

BRICK

STEEL

DEMOLITION

ITEMS FOR

DENOTES

CONCRETE

MASONRY

UNIT

CONCRETE

CAST STONE

DEMOLITION AND EXISTING

CONCRETE

MASONRY

METAL

T.O.S.

100'-0"

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

A

EARTH

EARTH

CAPSULE

MECHANICAL ROOM AND POWDER COAT "GRAY"

CONTRACTOR SHALL SAND BLAST ALL DRAINAGE GRATES (INCLUDING COMPONENTS) IN THE 4.

CONTRACTOR SHALL MOVE SIPR SAFES QTY: 4 TO SIPR ROOM 121 ONCE ROOM IS CONSTRUCTED.3.

ROUTE ANTENNA CABLE TO STAFF DUTY 110, PROVIDE A SERVICE BOX WITH CONNECTION.2.

FOR PROCUREMENT OR INSTALLATION OF NEW FURNITURE.

FURNITURE SHOWN IN PLAN IS FOR REPRESENTATION ONLY. CONTRACTOR IS NOT RESPONSIBLE 1.

1 2 3 65 7 8 10

1 2 3 65 7 8 10

A

C

D

E

F

G

J

K

L

M

A

C

E

D

F

G

J

K

L

M

U P

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

D A

T E

T E

C H

N

IC

A L

E X

H

IB

IT

A

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \A

-1

P ro p o s e d F lo o r

P la n .d g n

:0

:1

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

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

P R

O P

O S

E D

F L

O O

R P

L

A-101

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

PROPOSED FLOOR PLAN

A

A

J. HERNANDEZ M. KELLY

GENERAL NOTES:

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A g ni eeringDi vi s io n

INSTALL NEW RAMP

NEW LANDING

INSTALL HEADER

INFILL WITH CMU BLOCK

"2

12'-210'-5"12'-7""2

11'-8'-0""2

1110'-5" "2

1'-3

11'-1"5'-5""2

34'-

120'-0"

8'-10"2'-4"2'-8"2'-4"4'-8"2'-4"2'-8"2'-4"8'-10"10'-2"

11'-7"11'-8"11'-3"

4'-0"

7'-1""2

11'-15'-5""2

11'-1"2

12'-319'-5"10'-5"11'-5"11'-5"18'-1"

5'-0"

"2

15'-9 7'-5"

35'-6"15'-9"2'-9"1'-3"12'-0"16'-0"16'-0"18'-7"

56'-0"64'-0"

10'-0" 2'-4" 3'-8" 7'-3" 2'-4" "2

11'-7 3'-0" "2

3'-2 4'-2" 9'-10" 4'-2" 2'-5" "2

4'-11 3'-9" "2

4'-7 5'-4" "2

6'-1 2'-4" 9'-3" 2'-4" "2

9'-3 2'-4" 5'-8"

1'-5"

10'-10" 2'-4" 2'-9" 8'-2" 2'-4" 10'-11" 2'-4" 6'-7" 2'-4" 10'-11" 2'-4" 10'-2" 10"

105 104 103 102 101

108 109

109A108A

120A 120B 120C

120D

SHOWER

109A

SHOWER

108A

REST ROOM

WOMENS

REST ROOM

MENS

CLOSET

JANITOR

ROOM

MECHANICAL

VEST.

CORRIDOR

ROOM

CONFERENCE

ROOM

REST

CORRIDOR

NIPR

STAFF DUTY

SIPR

CORRIDOR

CORRIDOR

CORRIDOR

S6

OFFICE

OPEN

S4

OFFICE

OPEN

FRG

OFFICE

RETENTION

OFFICE

CHAPLAIN

OFFICE

S2 AND S3

OFFICE

OPEN

S2

OFFICE

120A

S39

OFFICE

120B

S3

OFFICE

120C

S1

OFFICE

OPEN

S1

OFFICE

BN XO

OFFICE

BN CSM

OFFICE

BN CMD

OFFICE

KEY NOTES:

A4A4

A4.1

A4.2

A4.2

A4A4A4

A4

A4 A4

A4

A6

A4A6A4

A4A6

A4 A4

B3

B3

B3 B3 B3

A6A4A4 A4

C3

C4

A4 A4

A4 A4

A4

B3

B3

B3

B3

B3B3B3

B3

B3 F6

F6

B3

A4 A4 A4

A4

A4

A4

D4

2 2 2 2 1 1 1

1 1 1433

A4 A4

A4

B3 B3

B3

B3

B3

A4

F6

A4

A4

A4 A4

B3

A4.2

A4.2

A4.1

A4

A4

2 2

E6 E6 E6

E6

E6 E6 E6 E6F6 E6

B3

A4.2

B3

B3

HARD LID CEILING AT 7'-10" DIVIDING THE TWO GRID CEILINGS

ALL EXTERIOR LIGHTS AND SHOWER LIGHTS SHALL BE WATER PROOF. 1.

1 2 3 65 7 8 10

1 2 3 65 7 8 10

A

C

D

E

F

G

J

K

L

M

A

C

E

D

F

G

J

K

L

M

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

D A

T E

T E

C H

N

IC

A L

E X

H

IB

IT

A

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \A

-1

R e fl e c te d C e il in g P la n .d g n

:0

:1

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

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

A-102J. HERNANDEZ M. KELLY

GENERAL NOTES:

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

REFLECTED CEILING PLAN

A

A

P L

A N

R E

F L

E C

T E

D C

E

IL

IN

G

KEY NOTES:

g ni eeringDi vi s io n

A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-0"

A.F.F. 9'-6"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 8'-0"

4'-0" TYP.

4'-0" TYP.

20'-0" TYP.

2'-0" 2'-0" 11'-10"

"2

A.F.F. 9'-0"

REFER TO A-601 FOR FINISH SCHEDULES.1.

1" X 1" CERAMIC TILE

24" X 24" LVT

24" X 24" CARPET TILE

EXISTING CONCRETE SLAB

APPLY ARDEX PC-T CONCRETE TOPPER GRAY

- NETFLOOR CAMASS CA1000 3"

RASIED FLOOR SYSTEM W/ TRENCH AND CARPET TILE

- MOHAWK GROUP FIRST STEP II TILE - QL315

WALK OFF CARPET

1 2 3 65 7 8 10

1 2 3 65 7 8 10

A

C

D

E

F

G

J

K

L

M

A

C

E

D

F

G

J

K

L

M

U P

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

D A

T E

T E

C H

N

IC

A L

E X

H

IB

IT

A

/8

/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

R e p a ir

B L

D G

\4

.0

D ra w in g s \A

-1

F lo o ri n g

P la n .d g n

:0

:1

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

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

IR

B

U

IL

D

IN

G

A D

P C

A-103J. HERNANDEZ J. HERNANDEZ

NOTES:

F L

O O

R

IN

G P

L A

N

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

FLOORING PLAN

A

A

LEGEND:

KEY NOTES:

g ni eeringDi vi s io n

6'-0"

INSTALLATION.

MANUFACTURER'S REPRESENTATIVE AT THE JOB SITE, ON A 100% OF THE WORK AFTER

SUBMIT DOCUMENTATION OF THE TESTING AND VERIFICATION ACTIONS TAKEN BY THE 15.

DAMAGES RESULTING FROM LEAKS CAUSED BY ANY DEFECTS COVERED UNDER THE WARRANTY.

WATER OR BIOLOGICAL GROWTH AND ALSO HAS A PROVISION FOR COVERAGE OF CONSEQUENTIAL

EVENT OF A DEFECT IN THE SYSTEM. THE 20 YEAR WARRANTY DOES NOT EXCLUDE POOLING

FOR THE REPAIR OR REPLACEMENT OF ROOF SYSTEM, AND THE LABOR TO INSTALL IT. IN THE

A 60-MIL ROOFING 20 YEAR WARRANTY SHALL BE INCLUDED AT NO ADDITIONAL COST AND PROVIDES 14.

RECONNECTING DOWNSPOUT BOOTS AND LEADERS TO STORM DRAIN LATERALS.

CONTRACTOR SHALL CLEAR ANY BLOCKAGE FROM ROOF DRAIN SYSTEM, ASSUME CLEARING AND 13.

THE PERIMETER OF THE BUILDING.

INSTALL FASCIA BAR WITH TAN COVER TO TERMINATE THE MEMBRANE ROOFING SYSTEM AROUND 12.

INSTALL NAILER AND METAL EDGE AROUND ROOF PERIMETER.11.

MANUFACTURER SPECIFICATIONS.

CONTRACTOR SHALL INSTALL 2-WAY BREATHER VENTS EVERY 1,000 SQUARE FEET PER 10.

WHERE PARAPET WALLS ARE VISIBLE FROM GROUND LEVEL, TAN MEMBRANE SHALL BE USED.9.

WALL IN ACCORDANCE WITH ROOF SPECIFICATIONS.

INSTALL PREFABRICATED FLASHING AROUND ALL CURBS AND DECK PENETRATIONS AND PARAPET 8.

"BLACK". CONTRACTOR IS REQUIRED TO CLEAN OUT STORM WATER DRAINAGE SYSTEM.

REMOVE, INSTALL NEW SEAMLESS GUTTER SYSTEM, DOWNSPOUTS, AND BOOTS. POWDER COAT 7.

INSTALL TWO NEW EXHAUST ROOF TOP UNITS PER MANUFACTURERS RECOMMENDATIONS.6.

SIDES.

POLYESTER FABRIC AND HAS A THERMOPLASTIC COATING OF PVC MATERIAL LAMINATED TO BOTH

ROOFING SYSTEM THAT IS FABRICATED OF A WET INSERTED LOW SHRINK, ANTI- WICKING

CONTRACTOR SHALL INSTALL A WHITE, CUSTOM PREFABRICATED 60-MIL SINGLE PLY…