Technical Exhibit A - Revised Drawings.pdf

PDF 19 MB Posted Aug 16, 2023

Attached to: Repair Building 37001 Federal contract opportunity
Solicitation number: W91151-23-B-0019
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Dec 21, 2023

This file provides technical drawings related to a federal solicitation for building repair services. The solicitation number is W91151-23-B-0019 and is being issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood to repair Building 37001. The technical drawings in the 19MB file named "Technical Exhibit A - Revised Drawings.pdf" include relevant details on the building and required repair work. The opportunity type is listed as a solicitation, suggesting the government will accept and evaluate competitive proposals for this repair project.

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Other files for this federal contract opportunity

Other files attached to Repair Building 37001, newest first.
File	Type	Posted
Abstract of Offers Bid Opening Solicitation 23-B-0019 Repair Building 37001.pdf	PDF	Aug 25, 2023
Bid Opening Sign In Roster Solicitation 23-B-0019 Repair Building 37001.pdf	PDF	Aug 25, 2023
Amendment 02 Solicitation 23-B-0019 Repair Building 37001.pdf	PDF	Aug 21, 2023
Attachment 3 - Clarification to Government RFI Responses and Revised Drawings.pdf	PDF	Aug 21, 2023
Technical Exhibit A - Revised (2) Drawings.pdf	PDF	Aug 21, 2023
Amendment 01 Solicitation 23-B-0019 Repair Building 37001.pdf	PDF	Aug 16, 2023
Attachment 2 - RFI Government Responses.pdf	PDF	Aug 16, 2023
Site Visit Sign In Roster Solicitation W91151-23-B-0019 Repair Building 37001.pdf	PDF	Aug 3, 2023
Technical Exhibit D - Asbestos Survey Plan.pdf	PDF	Jul 25, 2023
Technical Exhibit B - Specifications.pdf	PDF	Jul 25, 2023
Technical Exhibit A - Drawings.pdf	PDF	Jul 25, 2023
Attachment 1 - Appendix A.pdf	PDF	Jul 25, 2023
Technical Exhibit C - As Builts.pdf	PDF	Jul 25, 2023
Solicitation W91151-23-B-0019 Repair Building 37001.pdf	PDF	Jul 25, 2023

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1ST CAVALRY DIVISION

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

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C T

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-1

C o v e r

S h e e t.

d g n

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O J E

C T

N U

M B

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C O

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R A

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N U

M B

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O J E

C T

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

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E V

N D

A T

TEXAS

DPW

FORT HOOD

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

G-101

PROJECT NUMBER: AD014591PC

C O

V E

R S

H E

E T

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

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

SCALE : 1" = 2000'-0"

0 1/2 MILE 1 MILE

W E

INDEX OF DRAWINGS

COVER SHEET

REV SHEET DESCRIPTIONSHEET

G-101

C-001

C-102

REV SHEET DESCRIPTIONSHEET

P-103

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

11 APR 2023

D-101 DEMOLITION PLAN

A-101

A-102 REFLECTED CEILING PLAN

A-103 FLOORING PLAN

A-104

D-201

A-201 EXTERIOR ELEVATIONS

A-301

A-401

A-501

A-502

M-501

M-601

MECHANICAL DETAILS

MECHANICAL SCHEDULE

E-101

P-401

A-001

PROPOSED CROSS SECTIONS

WALL TYPES

P-101

ARCHITECTURAL NOTES

P-102

M-001 MECHANICAL NOTES

E-102INTERIOR ELEVATIONS

T-101 REPAIR BUILDING 37001

M-101 MECHANICAL PLAN

A-302 SECTIONS

LIGHTING PLAN

UNDER FLOOR PLUMBING

ABOVE FLOOR PLUMBING

PLUMBING PLAN - SEWER

S-001

S-101

STRUCTURAL NOTES

FRAMING PLAN

PLUMBING ENLARGEMENT

DEMOLITION ELEVATIONS

PROPOSED SITE PLAN

C-501

ROOF PLAN

C-502 CIVIL DETAILS II

CIVIL DETAILS I

A-601 ARCHITECTURAL SCHEDULES

ARCHITECTURAL DETAILS

P-501 PLUMBING DETAILS

S-502 JOIST DETAILS

D-001 DEMOLITION NOTES

C-101

CIVIL NOTES

SITE DEMOLITION PLAN

PROPOSED FLOOR PLAN

E-001 ELECTRICAL NOTES

AND COMMS PLAN

PROPOSED POWER

TELECOMMUNICATION PLAN

F-101 FIRE ALARM PLAN

M-401 MECHANICAL ENLARGEMENTS

E-601 ELECTRICAL SCHEDULES

S-501 NOT USED

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

N C

L E

A R C

R E

E K R

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

W BATTALION AVE

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

DES

TROYER

BLV

S C

L A

R K

E R

SANTA FE

AVE

WAREHOUSE AVE

W R

A T

T E

N D

OLDRAILHEAD DR

W A

R R

E M

U R

P H

Y R

M A

R T

EAST

RANG

W HELL ON WHEELS BLVD

W IVY DIVISION RD

E OLD IRONSIDES AVE

E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

A N

G E R

D S

W IVY DIVISION RD

N F

O R

T H

O O

D S

TURKEY RUN RD

W VETERANS MEMORIAL BLVD

B L

A C

K G

A P R

E MURPHY RD

SOUTH RANGE RD

GATE

RANGE

EAST

TEDESCO WAY

R A

H E

A D

D R

N E

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

M U

N S R

JOHNSON DR

COVE

COPPERAS

H S

D S

E MURPHY RD

H S

E BATTALION AVE

AIRFIELD

ARMY

HOOD

H S

D S

S T J M

L S B

L V

KILLEEN

STADIUM

HOOD

GATE

CREEK

CLEAR

E n g ni eeringDi vi s io n

SITE

PROJECT

3700137001

J. HERNANDEZ J. HERNANDEZ

15-AUG-2023REVISION No.1 TO SOLICITATION

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

C H

A L

E X

E N

G \V

E R

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\F Y

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D e m o li ti o n N o te s .d g n

O J E

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C O

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P R

O J E

C T

L E

BRANCH CHIEF

B L

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N U

M B

E R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

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TEXAS

-A

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J. HERNANDEZ F. LAMAS

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D e m o li ti o n N o te s .d g n

D E

M O

N O

T E

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

FLOOR PLAN

J. HERNANDEZ J. HERNANDEZ

N g ni eeringDi vi s io n

D-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

(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

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

COORDINATECOORD

JOINT

CONTROL OR CONSTRUCTION CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

GALVANIZEDGALV

GAGEGA

OPPOSITEOPP

ON CENTER EACH WAYOCEW

ON CENTEROC

POUND(S)LB(S)

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

QUANTITYQTY

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.

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

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

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE BEST 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

OF THE OWNER.

ALL ACTIVE CIRCUITS HAVE BEEN CUT OVER OR DEACTIVATED. DO NOT DEMO WITHOUT THE AUTHORIZATION

CONTRACTOR SHALL VERIFY WITH THE TECHNOLOGY DESIGN CONSULTANT AND OWNER TO ENSURE THAT

CAREFULLY LABELED. PRIOR TO DEMOLITION OF ANY COMMUNICATIONS COPPER OR FIBER CABLES, THE DEMOLITION SCOPE TO THE OWNER. ALL EQUIPMENT MUST BE REMOVED, STORED, LOGGED AND

CONTRACTOR SHALL RETURN ALL ACTIVE ELECTRICAL EQUIPMENT AND ELECTRONICS REMOVED AS PART OF DN-11

REPRESENTATIVE AND AIRFIELD OPERATIONS. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR 21.

NOT APPEAR ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR OFFICER

UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO

ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND

FROM AVAILABLE RECORDS AND ARE BELIEVED TO BE CORRECT. NO GUARATEE IS MADE AS TO THE

THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED DN-10

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

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

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

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

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

REMOVE AND DISPOSE OF EXISTING WINDOWS

DEMOLISH EXISTING CMU WALL, UP TO 10'.

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

DEMOLISH FUR OUT.

DEMOLISH EXISTING PANEL IN FILL WITH CMU BLOCK.

10.

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

SEE DETAIL 2 ON THIS SHEET.

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

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

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

REMOVE AND DISPOSE OF STAGE PLATFORM IN ITS ENTIRETY.

REMOVE AND DISPOSE OF FRONT DESK IN ITS ENTIRETY.

CONTRACTOR SHALL INSTALL LINTEL ON BOTH SIDES OF OPENING.

SINKS, JANITOR SINKS, SHOWERS, URINALS, WATER FOUNTAIN, PIPING, ETC. AND ALL ASSOCIATED ITEMS.

CONTRACTOR SHALL DEMOLISH ALL PLUMBING FIXTURES, THIS INCLUDES BUT NOT LIMITED TO, TOILETS, FASTENERS, SUPPORTS, AND BEAM CLAMPS WHERE POSSIBLE.

COVERPLATES FOR UNUSED BACKBOXES. REMOVE ALL ELECTRICAL CONDUITS, WIRES, AND ASSOCIATED

WALL A REMOVE EXPOSED CONDUIT COMPLETELY. CONTRACTOR SHALL PROVIDE APPROPRIATE SIZE

BACKBOXES AND CONDUIT IN MASONRY WALLS MAY BE ABANDONED IN PLACE. CUT CONDUIT FLUSH WITH 16.

RECESSED MOUNTED FIXTURES, AND THEIR ASSOCIATED RACEWAYS.

REMOVE AND DISPOSE THE EXISTING EXTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES WALL PACKS, 15.

LIGHTING CONTROLS, ETC.

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

NOT USED.13.

CABLES, LIGHT FIXTURES, RECEPTACLES AND ASSOCIATED EQUIPMENT.

CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL PANELS, THIS INCULDES BUT NOT LIMITED TO, RACEWAYS, 12.

MECHANICAL EQUIPMENT IN MECHANICAL ROOM. SEE DEMOLITION NOTES ON SHEET M-101.

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

PENETRATIONS SHALL BE GROUT-FILLED UNLESS OTHERWISE KEY NOTED.

PENETRATIONS IN ORDER TO PRESERVE THE ROOF SEAL UNTIL BUILDC BACK BEGINS. REMAINING

SLAB SHALL BE REMOVED. CUT OFF OR DETACH ALL VENT PIPING DIRECTLY UPSTREAM OF ROOF

ALL SANITARY SEWER PIPING, INCLUDING VENTS AND DRAIN FIXTURES, WHICH IS ACCESSIBLE OR ABOVE THE 10.

ENTIRETY.

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

TO THE FIXTURES MAY BE DEMOLISHED.

RENOVATION COMMENCES IN ORDER TO PERSERVE THE BUILDING ENVELOPE SEAL, HOWEVER SUPPLY PIPING

FOUNTAINS. ALL WALL HYDRANTS AND OTHER EXTERIOR FIXTURES SHALL REMAIN IN PLACE UNTIL

ALL PLUMBING FIXTURES SHALL BE REMOVED, INCULDING ALL WALL FAUCETS, HOSE BIBBS, AND DRINKING 8.

UNLESS OTHERWISE KEYNOTED.

REMOVED IN THEIR ENTIRETY WHERE POSSIBLE. ALL REMAINING PENETRATIONS SHALL BE GROUT-FILLED

ALL DOMESTIC WATER SUPPLY PIPPING THAT IS ACCESSIBLE, AND THE ASSOCIATED RISERS, SHALL BE 7.

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

AND INSULATION.

ASSOCIATED EQUIPMENT. DEMOLITION INCULDES ALL CEILING FINISHES UP TO THE EXISTING JOIST MEMBERS

REMOVE AND DISPOSE ALL 2’ X 2’ LAY-IN ACOUSTICAL CEILING, HARD LID CEILINGS, PLASTER CEILINGS AND ALL 5.

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

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

OUTLETS, ETC.

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

INCLUDE THE ABATEMENT OF AREAS WITH MUTI-LAYER FLOORING.

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

GROUT HAVING A MINIMUN COMPRESSIVE STRENGTH OF 5000 PSI.

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

REMOVE ALL DRAINS AND INFILL WITH CONCRETE.21.

EXISTING COLUMNS ARE TO REAMAIN.

AROUND ALL COLUMNS, REMOVE AND DISPOSE OF EXISTING FUR OUT AND EXISTING FINISH MATERIAL 20.

THE CONTRACTOR SHALL INFILL ALL ABANDONED PENETRATIONS IN CONCRETE SLAB WITH CONCRETE.19.

ABANDONED FLOOR PENETRATIONS SHALL BE GROUT IN AND SEALED.

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

PATCHED AND FIREPROOFED AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE PARTITION.

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

VESTIBULE (FEATHER EDGES). APPROXIMATELY 420 SQFT.

APPLY A 1/2" SELF LEVELER TO THE ENTRANCE VESTIBULE AND PART OF OFFICE ON THE WEST SIDE OF 29.

NL 170 LEVELSTAR, AS NEEDED TO MATCH F,F,E.

REMOVE EXISTING FLOORING IN ALL RESTROOMS DOWN TO STRUCTURAL CONCRETE THEN APPLY UZIN 28.

REMOVE FLOOR MOUNTED DOORSTOPS AND INFILL WITH GROUT.27.

IN FILL VOIDS WITHIN PERIMETER WALLS WITH GROUT.26.

CONTACT COR. REFERENCE KEY NOTE 6.

COLUMN SHALL BE GROUND SMOOTH. BRACKETS SHALL BE PRESERVED AND RETURNED TO DPW,

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

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

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

CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORTS FOR ALL PENETRATIONS THROUGH WALL.22.

GRIND HIGH SPOTS AT DOOR ENTRY

SHEET NUMBER

D ire cto rate ofPublicW orks

24" x 36"

SHEET SIZE: ARCH D

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

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

C H

A L

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\V E

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M B

E R

P R

O J E

C T

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

A R

C H

C T

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A L

L E

B L

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E B

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TEXAS

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J. HERNANDEZ F. LAMAS

R E

P A

A D

1 2 3 4 5 6 7 8

87654321

M O

F L O

O R

P L A

D-101

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

DEMOLITION PLAN

SCALE: N.T.S.

WF COLUMN REPAIR

GENERAL NOTES:

ARCHITECTURAL KEY NOTES:

CIVIL KEY NOTES: PLUMBING KEY NOTES:

STRUCTURAL KEY NOTES:

A4 A4 A4 A4

A4 A4 A4A6

A6 S1

A6A6

C1 C1 C1 C1

S1 S1

C1 P1

C2 g ni eeringDiv is io n

35'-6"15'-9"2'-9"13'-3"16'-0"16'-0"18'-7"

117'-10"

J. HERNANDEZ J. RAYSOR

15-AUG-2023REVISION No.1 TO SOLICITATION

CONFERENCE ROOM

OFFICE

VESTIBULE

OFFICE

COORIDOR

JANITOR

SHOWER

MEN

WOMEN

OFFICE

LACTATION

OFFICE

RESTROOM

VESTIBULE

MECHANICAL

STORAGE

EXISTING WF COLUMN

COLUMN

TO EXISTING WF

BENT PLATE WELDED

NEW 14" TALL 3/8" THICK

CONTRACTOR SHALL DEMOLISH CONCRETE STAIRS AND HANDRAILS.

KEEP EXISTING CMU/BRICK VENEER TO REMAIN INTACT.

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

DEMOLISH ALL CURTAIN WALLS, EXISTING STL COLUMNS TO REMAIN.

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

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

APPROXIMATELY 3FT. PAINT SAFETY YELLOW.

REPLACE GAS PIPING AND FITTINGS FROM REGULATOR TO BUILDING,

CONCRETE.

THE LAST VENEER BRICK ROW TO THE BOTTOM OF THE EXPOSED

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

GN-10. IN FILL ALL MISC ABANDONED PENETRATIONS.

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

DEMOLISH ALL SIPGOTS AROUND THE EXTERIOR OF BUILDING.GN-8.

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

REMOVE ALL EXTERIOR LIGHTING.GN-6.

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

TO STRUCTURAL STL.

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

ACCORDINGLY, AS-BUILTS INDICATE ASBESTOS.

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

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

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

NOT USED

DEMOLISH AND REPLACE LOUVER, MATCH EXISTING OR EQUIVALENT.

NOT USED

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

EAST ELEVATION

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

WEST ELEVATION

AM L K J G F E D C MLKJGFEDCA

10 6 578 123

2 3 65 7 8 101

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \D

-2

D e m o li ti o n E le v a ti o n s .d g n

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

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

A R

C H

C T

U R

A L

L E

B L

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E D x

E B

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TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

D-201

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

SOUTH ELEVATION

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

NORTH ELEVATION

J. HERNANDEZ

ARCHITECTURAL KEY NOTES:

GENERAL NOTES:

D E

M O

E L

E V

A T

J. RAYSOR

15-AUG-2023REVISION No.1 TO SOLICITATION

A9A6

A10A10 A10

A10

A14

A4 A9 A13A10

A10

A10A9

A12

A11

A13

A10

A10A9

A4 A4

A15

A16

A11

A14

A10

A4 A4 A4 A4A4

A4 A4 A4

A12

A10

A11

A12

A13

A15

A11

A14 g ni eeringDi vi s io n

37001

16'-6"1'-10"10'-0"6'-0""2

4'-8"2

2'-118'-4"3'-6"11'-2" 11'-2"3'-6"8'-4""2

2'-11"2

4'-86'-0"10'-0"1'-10"16'-6"

18'-7"16'-0"16'-0"13'-3"2'-9"15'-9"35'-6"

35'-6"15'-9"2'-9"13'-3"16'-0"16'-0"18'-7"

F.F.E.

100'-0"

112'-8"

116'-10"

ROOF (LOW)

ROOF (HIGH)

F.F.E.

100'-0"

112'-8"

116'-10"

F.F.E.

100'-0"

112'-8"

116'-10"

ROOF (HIGH)

ROOF (LOW)

NATURAL GRADE

ROOF (HIGH)

ROOF (LOW)

NATURAL GRADE

NATURAL GROUND

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \C

-0

C iv il N o te s .d g n

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

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

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TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

O T

E S

C-001

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

FLOOR PLAN

950'-0"

950.00

EL = 950.00'

E = 10000000000.00

N = 20000000000.00

TOP OF CURB

SQUARE CHISELED ON

PROJECT BENCHMARK

11+00

950.00 g ni eeringDi vi s io n

C-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

(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

MATCHLINE

TEXT

MATCHLINE CONTINUATION

ACCESS CONTROL POINTACP

BUILDINGBLDG

CONTRACTING OFFICERCOR

CONCRETECONC

CLEANOUTCO

INCHESIN

LINEAR FEETLF

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

NOT TO SCALENTS

NATURAL GASNG

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

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

PARKING LOT AREA

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \C

-1

S it e D e m o li ti o n P la n

.d g n :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

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

C-101

E X

C O

N D

N S

SCALE: 1" = 10'-0"

SITE DEMOLITION PLAN

933.66 934.05 934.35 934.57 934.87 935.12 935.47 935.85 936.02

933.37

933.58

934.03 934.26 934.45 934.67 934.85 935.15 935.39

932.58 932.79 932.98 933.27 933.41 933.59 933.83 934.04 934.13

931.53 931.78 932.09 932.52 932.63 932.67 932.77 932.91 932.88

931.52 931.85 932.14 932.45 932.65 932.76 932.82 932.85 932.86

936.53 936.55

935.84 936.05

934.51 934.74

933.23 933.35

933.01 933.01

936.72 937.10

936.34 936.72

935.03 935.24

933.62 933.85

933.15 933.24

937.32

936.91

935.61

934.12

933.64

932.82

932.35

931.83

933.11

932.83

932.09

933.29

932.80

932.25

930.87 931.14 931.25

930.44 930.59 930.82

930.03 930.17 930.50

929.45 929.82 930.27

928.94 929.32 929.87

928.44 928.71 929.46

927.92 928.26 929.06

927.43 927.83 928.58

932.37931.55 932.85

931.11 932.59

931.28 931.87 932.37

931.05 931.57 932.33

930.73 931.41 932.23

930.62 931.03 932.00

930.20 930.62 931.44

929.27 929.63 930.21

928.63 928.95 929.37

927.74 928.17 928.60

932.54

931.99

930.80

929.87

928.79

932.56

931.40

930.13

929.44

932.99

932.90

931.93

930.65

929.81

933.02

933.00

932.02

930.99

930.31

933.26

933.64

932.76

931.23

930.57

933.15

932.07

931.24

930.68

937.59

937.16

936.15

937.75

937.29

936.44

938.01

937.53

936.76

934.84 935.32 935.62

933.73 934.29 934.72

933.41 933.97 934.37

933.24 933.67 933.82

933.11 933.48 933.64

932.84 933.26 933.31

932.56933.85 933.92

932.42932.75 933.43

931.58

931.21

933.03

932.76

931.93

931.36

932.96

932.50

931.84

931.50

934.14

932.53

932.12

932.70

932.46

932.54

932.82

932.81

932.29

932.62

932.67

950.00

932.79

932.81

932.77

932.83 933.19 934.49 932.51 932.75 933.04 934.51 932.83 932.90 933.04 934.48

932.95 932.82 932.95 933.0

932.75

932.65

934.69

932.90

932.96

932.90

932.79

932.72

933.00

934.63

932.86

933.02

950.00

933.12933.07933.00932.93

932.85

933.03

BM1

BM2

BM3

BM4

BM5

BM7

BM8

932.88

932.93 933.47

933.40

934.08

933.97

934.74

934.64

935.37

935.25

936.02

935.91

936.58

936.53

937.00

936.92

937.45

937.41

938.07

938.00

937.43 937.52

937.25937.69

936.01

934.50934.33

933.70933.56

933.39933.23

933.23933.07

932.92932.91

932.76932.79

932.70932.70

932.49932.52

932.41932.48

931.85931.81

931.98932.10

935.88

932.80 932.86

934.27934.19

935.55935.44

936.14936.05933.36 933.52

933.23933.15

932.40932.32

931.39931.30

931.22931.14

930.97930.83

930.67930.53

930.37930.21

930.06929.92

929.75929.53

929.17928.98

927.54927.58

BM6

926.96

926.87 927.51

927.46

928.28

928.00

931.46

931.42 931.87

931.86

932.45

932.43

932.60

932.58

932.75

932.79 932.84

932.90

932.91

932.95

932.93

932.87

927.08

926.93 927.22

927.38

927.61

927.82

928.00

928.27

928.35

928.68

928.77

929.02

929.03

929.44

929.53

930.07

932.07

932.55

931.75

931.98

931.58

931.69

931.11

931.01930.71

930.30

930.65

930.22 930.55

930.88

933.07 933.15 933.31 933.50 933.80

933.87 934.08 934.31 934.40 934.76933.51933.47933.21933.16932.91932.75932.51932.22932.05931.75931.73931.39

932.93932.86932.75932.60932.52932.41932.00931.71931.37

931.00930.74930.63

950.00 950.00 950.00 950.00

932.92

932.92 933.05

933.08

933.06

933.07

933.23

933.08 g ni eeringDi vi s io n

REMOVE AND DISPOSE OF PAVERS

DEMOLISH FLAG POLE, EQUIPMENT PAD, AND PLANTER.

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

REMOVE AND DISPOSE OF SHED.

POINT

BM1

(FT)

EASTING

(FT)

ELEVATION

2016688.85 11306554.77 931.18

(FT)

NORTHING

NOTES

1,2

COORDINATES SCHEDULE

BM2 2016745.87 11306546.19 932.07 1,2

BM3 2016736.39 11306478.55 932.81 1,2

2016727.01 11306413.85 935.65 1,2BM4

2016668.90 11306417.15 934.56 1,2BM5

COORDINATES SCHEDULE NOTES:

MAGNETIC NAIL IN CONCRETE.CS-2

COORDINATES PROVIDED ARE IN US SURVEY FEET.CS-1

2016544.04 11306436.95 932.45 1,2BM6

2016553.55 11306505.13 930.44 1,2BM7

1,2928.5711306567.072016561.92BM8

TRENCH DRAIN

NOTES:

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

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

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SHRUBS AND PLANTERS ONLY AROUND PERIMETER OF2.

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

KEY NOTES:

J. RAYSORJ. HERNANDEZ

RE-SOD GRASS WITHIN CONSTRUCTION LIMITS.8.

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

SYSTEM. ELEVATE DOWNSPOUT BOOT AT TERRACED AREAS.

REMOVE BLOCKAGES AND RECONNECT ALL DOWNSPOUT BOOTS TO STORM DRAIN6.

OUTSIDE EDGE TO 4'.

AT PERIMETER OF BUILDING: 4" GRAVEL BED WITH GEOFABRIC BASE LAYER, AND METAL LANDSCAPE EDGE AT 5.

GRADE PERIMETER OF BUILDING TO ENSURE POSITIVE DRAINAGE. INFILL LOW AREAS WITH IMPORTED SOIL.4.

CONTRACTOR SHALL RE-SOD AREAS AFFECTED BY DEMOLITION AND CONSTRUCTION.3.

EXISTING TREES NOT SHOWN FOR CLARITY. NO TREES ARE TO BE DEMOLISHED UNDER THIS CONTRACT.2.

SEE SHEET C-101 FOR UTILITIES AND EXISTING FEATURES.1.

NOTES:

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

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-1

P ro p o s e d

S it e P la n

.d g n :1

O J E

C T

N U

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M B

E R

P R

O J E

C T

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

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C H

C T

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A L

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B L

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J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

C-102

P R

O P

O S

E D

E P

L A

SCALE: 1" = 10'-0"

PROPOSED SITE PLAN

BM4

BM3

BM2

BM1

BM8

BM7

BM6

BM5

g ni eeringDi vi s io n

WITH THE LOCATION OF THE SPIGOT OR SWALE.

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

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

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

AREAS WITH IMPORTED SOIL.

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

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

- LIBERTY FLAGPOLE MODEL: ECX25, SERIES ESR

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

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

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

4'-0"

16'-8"

3'-0"13'-8"

KEY NOTES:

J. RAYSORJ. HERNANDEZ

15-AUG-2023REVISION No.1 TO SOLICITATION

6 6

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

NORTH ENTRY

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

MECHANICAL ROOM ENTRY

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

SOUTH ENTRY

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

SOUTH EAST ENTRY

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

NORTH EAST ENTRY

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

TYPICAL EXPANSION JOINT

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

TYPICAL NEW CONCRETE SIDEWALK

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

TYPICAL LAP JOINT FOR CONCRETE WORK

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

TYPICAL CONTROL JOINT

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

SIDEWALK TRENCH DRAIN

2'-0" 6"

1'-0"

2'-0"

1'-2"

2'-0"

5'-2"

4'- 0"

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

C H

A L

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G \V

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\F Y

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S \A

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D ra w in g s \C

-5

C iv il D e ta il s I

.d g n :1

O J E

C T

N U

M B

E R

C O

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R A

C T

N U

M B

E R

P R

O J E

C T

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

A R

C H

C T

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A L

L E

B L

O C

E D x

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J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

C-501

E T

S I

N N g ni eeringDi vi s io n

4'-0"

37001

6'-0"76'-7"

85'-9"

2'-7"7"

2'-5" 7'-0" 2'-5" 16'-11" 2'-8" 9'-10"

41'-3"

15'-10"

14'-8"

5'-7" 2'-4" 3'-9" 2'-5" 7"

14'-8"

5'-7" 2'-4" 3'-9" 2'-5" 7"

0'-5 3/4 "

SEE PLAN

16" O.C.E.W.

WITH NO. 3 BARS AT

4" THICK CONCRETE

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

INTO EXISTING CONC.

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

18" NO. 4 DOWEL BAR

APPLY JOINT SEALANT

TYPICAL EXISTING CONCRETE

OF SIDEWALK.

1/2" ABOVE EXISTING TOP

REF: CONC. DETAILS.

NEW CONC. WORK

AT 18" O.C.

NO. 3 "Z" BAR

EXISTING CONC.

TYPICAL 6" LAP UNDER

ACCORDING TO DRAWINGS.

1/4" WIDE TOOLED TRAVERSE JOINTS LOCATED

REF: CONC. DETAILS

TYPICAL CONCRETE

OF MAXIMUM DENSITY.

COMPACTED 95%

SUBGRADE MATERIAL

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

THICKEN EDGE.

TYPICAL 6"

VARIES

6"6"

REF: OTHER DETAILS

TYPICAL NEW CONCRETE SIDEWALK

WARPING DURING FLOATING AND FINISHING.

IN PLACE WITH STEEL PINS TO PREVENT

1/4" BELOW SURFACE AND SHALL BE HELD

WITH 3/8" JOINT FILLER STRIPS, PLACED

EXPANSION JOINTS SHALL BE FORMED

J. HERNANDEZ J. RAYSOR

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

C H

A L

E X

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G \V

E R

A L

\F Y

P R

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C T

S \A

R e p a ir

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-5

C iv il D e ta il s I

d g n

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

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

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J. HERNANDEZ F. LAMAS

R E

P A

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C-502J. HERNANDEZ

E T

S I

NOTES:

J. RAYSOR

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"4

2'-8

4'-9"

1'-0"

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

8'-0"

32" 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

C H

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G \V

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\F Y

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O J E

C T

S \A

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D ra w in g s \A

-0

A rc h it e c tu ra l

N o te s .d g n

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

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

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

FLOOR PLAN

J. HERNANDEZ

C H

C T

U R

A L

N O

T E

A-001

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

TYPICAL INTERIOR SIGNAGE

R O

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

FIXTURE HEIGHT GUIDELINES

G R

A B

B A

T O

R T

U E

P E

N S

E R

S O

V E

R T

E T

S E

P E

N S

E R

P E

N S

E R

F O

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T A

D R

T T

L E

C O

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H O

O K

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

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

WHEELCHAIR ACCESSIBLE WATER CLOSET

J. HERNANDEZ

P A

P E

R T

O W

E L

P E

N S

E R

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

GRILLE OR

RETURN-AIR

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.

SURFACE

BO REFLECTED

TO SPOUT

BUTTON

CL OF PUSH OPENING

TOP

DRAWINGS

BATHROOM

SEE ENLARGED

M A

X 4

M A

X M A

M A

FFE1

PAPER

BO TISSUE

M A

BOTTOM OF MIRROR

11"

(T O

R E

F L

E C

T E

D S

U R

F A

C E

1'-6"

5" (SIDE APPROACH)

FFE

MIN

M A

X M A

M A

" MAX2

M A

MAX

MIN

FRONT APPROACH

SIDE APPROACH

EQUAL EQUAL

2'-6"

4'-0"

EQUAL EQUAL

PATH

ACCESS

(M A

3'-0"

2'-0" 1'-0"

1'-6"

1'-0"

3'-6"

3'-0"

1'-0"2'-0"

1'-6"

5'-0"

MIN

MAX

MIN MIN

PATH

ACCESS

M A

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

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

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

C H

A L

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G \V

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\F Y

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C T

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R e p a ir

B L

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-1

P ro p o s e d F lo o r

P la n .d g n

O J E

C T

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M B

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N U

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P R

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C T

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BRANCH CHIEF

B L

D G

N U

M B

E R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

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T D

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C R

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P A

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P C

P R

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O S

E D

F L

O O

R P

A-101

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

PROPOSED FLOOR PLAN

J. HERNANDEZ M. KELLY

GENERAL NOTES:

15-AUG-2023REVISION No.1 TO SOLICITATION

A g ni eeringDi vi s io n

INSTALL NEW RAMP

NEW LANDING

INSTALL HEADER

INFILL WITH CMU BLOCK

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"

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

OFFICE

OPEN

OFFICE

OPEN

FRG

OFFICE

RETENTION

OFFICE

CHAPLAIN

OFFICE

S2 AND S3

OFFICE

OPEN

OFFICE

120A

S39

OFFICE

120B

OFFICE

120C

OFFICE

OPEN

OFFICE

BN XO

OFFICE

BN CSM

OFFICE

BN CMD

OFFICE

A4A4

A4.1

A4.2

A4A4A4

A4 A4

A4A6A4

A4A6

A4 A4

B3 B3 B3 B3

A6A4A4 A4

A4 A4

B3B3B3

B3 F6

A4 A4 A4

2 2 2 2 1 1 1

1 1 1433

A4 A4

B3 B3

A4 A4

A4.2

A4.1

2 2

E6 E6 E6

E6 E6 E6 E6F6 E6

A4.2

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

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

R O

J E

C T

S \A

D P

R e p a ir

B L

D G

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

O J E

C T

N U

M B

E R

C O

N T

R A

C T

N U

M B

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P R

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C T

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

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R E

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N D

A T

TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

A-102J. HERNANDEZ M. KELLY

GENERAL NOTES:

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

REFLECTED CEILING PLAN

P L

A N

R E

F L

E C

T E

D C

G g ni eeringDi vi s io n

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

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"

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"

4'-0" TYP.

20'-0" TYP.

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

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

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

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \A

-1

F lo o ri n g

P la n .d g n

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

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

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

TEXAS

-A

P R

-2

J. HERNANDEZ F. LAMAS

R E

P A

A D

P C

A-103J. HERNANDEZ J. HERNANDEZ

NOTES:

F L

O O

G P

L A

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

FLOORING PLAN

LEGEND:

KEY NOTES:

g ni eeringDi vi s io n

6'-0"

56'-0"64'-0"

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

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.

101 FOR EXHAUST FAN LOCATIONS.

INSTALL TWO NEW EXHAUST ROOF TOP UNITS PER MANUFACTURERS RECOMMENDATIONS. SEE M-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 MEMBRANE 5.

RIGID INSULATION AND MECHANICALLY FASTEN.

CONTRACTOR SHALL INSTALL 1/2" PROTECTION BOARD DENS- DECK INSTALLATION OVER NEW R30 4.

INSTALL A NEW DURO-LAST, IB OR SARNAFIL 60 MIL OR BETTER MEMBRANE ROOFING SYSTEM.3.

PATCHING TO MATCH EXISTING.

PREEXISTING RESTROOMS, IN FILL OPENINGS WITH CLIP ANGLE TO SUPPORT METAL DECK

REMOVE EXISTING ROOF FANS AND AIR INTAKE STACK OVER EXISTING MECHANICAL ROOM AND 2.

REMOVE AND DISPOSE OF ALL EXISTING ROOF TO DECK AND ASSOCIATED COMPONENTS.1.

RIDGE

RACK UP

RACK UP RACK UP

RACK UP

R A

C K

U P

R A

C K

U P

E R

L O

P E

E R

L O

P E

1/2" PER 12" SLOPE 1/2" PER 12" SLOPE

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

C H

A L

E X

E N

G…

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File details come from the government source that posted it. Updated Aug 16, 2023.