Technical Exhibit A Revised Drawings v1.pdf

PDF 21 MB Posted Aug 25, 2023

Attached to: Renovate Building 21007 Fort Cavazos, TX
Solicitation number: W9115123B0017
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Dec 21, 2023

This file provides technical drawings and specifications for the renovation of Building 21007 at Fort Cavazos, Texas under Solicitation Number W9115123B0017 issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood. The 21MB Technical Exhibit A Revised Drawings v1.pdf document contains plans for renovations to the building including structural, mechanical, electrical and finish work. Offerors are required to submit pricing proposals by the response date listed in the solicitation to renovate the building in accordance with the specifications provided in the technical drawings file.

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Technical Exhibit A Drawings.pdf	PDF	Jul 24, 2023
IFB W9115123B0017.pdf	PDF	Jul 24, 2023

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F. LAMASJ. HERNANDEZ

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

A D

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BRANCH CHIEF

B L

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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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C H

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TEXAS

DPW

FORT HOOD

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

-D E

C -2

G-101

PROJECT NUMBER: AD216031P

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

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75000

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53000

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REPAIR BUILDING 21007

FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

FORT HOOD MILITARY RESERVATION - MAIN CANTONMENT AREA

SCALE : 1" = 2000'-0"

0 1/2 MILE 1 MILE

W E

GENERAL SYMBOLS

NOTE BY SYMBOL

REVISION NUMBER

23 DEC 2022

COVER SHEET

A-101

A-102

A-104

A-201

A-301

A-501

A-502

G-101

D-101

C-101

P-101

P-103

P-501 PLUMBING DETAILS

M-502

PROPOSED FLOOR PLAN I

M-103

P-601

E-101

E-102

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

C-102

D-201

C-501

PROPOSED FLOOR PLAN II

A-103 REFLECTIVE CEILING PLAN

ROOF PLAN

EXTERIOR ELEVATIONS

A-401

M-601

M-701

P-102

PLUMBING SCHEDULES

T-101

A-601

MECHANICAL PLAN III

REV SHEET DESCRIPTIONSHEET

INDEX OF DRAWINGS

M-501

WALL TYPES

ARCHITECTURAL SCHEDULES

MECHANICAL CONTROLS I

M-702 MECHANICAL CONTROLS II

ELEVATIONS

DEMOLITION EXTERIOR

SHEET DESCRIPTIONSHEETREVSHEET SHEET DESCRIPTION

A-001 ARCHITECTURAL NOTES

PROPOSED CROSS SECTIONS

S-001 STRUCTURAL NOTES

S-501

E-001 ELECTRICAL NOTES

DEMOLITION PLAN

ARCHITECTURAL DETAILS

MECHANICAL SCHEDULES

D-001 DEMOLITION NOTES

SITE DEMOLITION PLAN

PROPOSED SITE PLAN

S-101 FRAMING PLAN

WALL FRAMING DETAILS

A-302 ENLARGEMENT SECTIONS

HVAC DETAILS I

INTERIOR ELEVATIONS

HVAC DETAILS II

PLUMBING PLAN I

PLUMBING PLAN II

PLUMBING PLAN III

PROPOSED POWER PLAN I

PROPOSED POWER PLAN II

M-101

M-102

MECHANICAL PLAN I

MECHANICAL PLAN II

M-001 MECHANICAL NOTES

REV SHEET SHEET DESCRIPTION REV

F-101

E-601 ELECTRICAL SCHEDULES

FIRE PROTECTION PLAN

SITE DETAILS

S-301 STRUCTURAL DETAILS

PROPOSED LIGHTING PLAN IE-103

TELECOMMUNICATION PLAN

C-001 CIVIL NOTES

E n g ni eeringDi vi s io n

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

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

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PATTON

N C

L A

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W OLD IRONSIDES AVE

W TANK DESTROYER BLVD

W TANK DESTROYER BLVD E TANK DESTROYER BLVD

O L

D G

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W HELL ON WHEELS BLVD

W IVY DIVISION RD

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E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

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W IVY DIVISION RD

N F

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TURKEY RUN RD

W VETERANS MEMORIAL BLVD

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GATE

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TEDESCO WAY

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PROJECT

J. HERNANDEZ D.GREEN

25-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

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BRANCH CHIEF

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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

FLOOR PLAN

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.

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

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

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

DIMENSIONS.

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

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

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

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

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

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

DISCIPLINE WITH DESINATOR:

SHEET NUMBER WITHIN SERIES

SERIES NUMBER

NORTH ARROW

DETAIL INDICATOR SYMBOL

EXTERIOR ELEVATION INDICATOR

SECTION INDICATOR

WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR

MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL

NOTE BY SYMBOL WITH LEADER

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

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

A D

D A

T E

C H

A L

E X

E N

G \V

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\F Y

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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

E E

T D

E S

C R

R E

P A

L D

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

-D E

C -2

CABINET

DDC CONTROL

AHU-1

MAU-1

B-1

AHU-2

CHWP-1

HWP-1

WH-1

CH-1

J. HERNANDEZ B. ROBLES D-101

D E

M O

P L

A N

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

DEMOLITION PLAN

25-AUG-2023REVISION No.1 TO SOLICITATION

N g ni eeringDi vi s io n

REMOVE AND DISPOSE OF EXISTING DOORS, FRAMES AND ASSOCIATED HARDWARE.

REMOVE AND DISPOSE OF EXISTING WINDOWS, FRAMES AND ASSOCIATED HARDWARE.

101 FOR LOACTIONS AND A-201 FOR ELEVATIONS.

DEMOLITION EXISTING DOORS, WINDOWS, FRAMES AND ACCOSICATED HARDWARE FOR NEW WINDOW. SEE A-

FENCE.

PRESERVE AND PREPARE ALL CONCRETE FOOTINGS FOR NEW BASE PLATES AND HSS COLUMNS FOR NEW

DEMOLITION IN ITS ENTIRETY THE EXISTING METAL PANEL FENCE AND METAL POSTS. CONTRACTOR SHALL

DEMOLITION FENCE AND FENCE DOOR IN ITS ENTIRETY.

PLANT HAS BEEN CONNECTED AND TESTED. CONTRACTOR SHALL REMOVE EQUIPMENT PAD.

CHILLER SHALL BE REMOVED AND DISPOSED OF AFTER NEW SERVICE TO THE BUILDING FROM THE CHILLER

PLACE.

DEMOLISH EXISTING FURRING AND FINISH MATERIALS AROUND EXISTING COLUMN. EXISTING COLUMN SHALL REMAIN IN G21

PENETRATIONS WHERE CONDUIT HAS BEEN REMOVED, UNLESS OTHERWISE INDICATED IN THE DESIGN DRAWINGS.

THE CONTRACTOR SHALL CAP ALL ABANDONED UNDERGROUND CONDUITS. THE CONTRACTOR SHALL GROUT IN AND SEAL ALL G20

REQUIRED TO MAINTAIN THE INTEGRITY OF THE PARTITION.

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

ALL OPENINGS LEFT FROM CONDUIT OR WIRING REMOVAL IN BUILDING EXTERIOR WALLS SHALL BE SEALED WATERTIGHT. ALL G19

WHERE POSSIBLE.

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

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

BACKBOXES AND CONDUIT IN MASONRY WALLS MAY BE ABANDONED IN PLACE. CUT CONDUIT FLUSH WITH WALL AND REMOVE G18

WITH SLAB; LEAVE 6 INCHES STUBBED THRU SLAB ON THE INTERIOR.

ALL SANITARY SEWER PIPING ENCASED IN THE SLAB (I.E. NOT ACCESSIBLE BY CRAWL SPACE) SHALL REMAIN IN PLACE. DO NOT CUT FLUSH P5

DO NOT FILL WITH GROUT.

ALL SANITARY SEWER PIPING THAT IS ACCESSIBLE BY THE CRAWL SPACE SHALL BE REMOVED. PENETRATIONS SHALL REMAIN; P4

PENETRATIONS SHALL REMAIN FOR FUTURE USE; DO NOT FILL WITH GROUT.

ALL DOMESTIC WATER PIPING, VALVES, AND FITTINGS SHALL BE REMOVED BACK TO THE MAIN BUILDING VALVE. ANY SLAB P3

REMAIN IN ORDER TO PRESERVE EXTERIOR WALL SEAL UNTIL RENOVATION BEGINS.

ALL INTERIOR PLUMBING FIXTURES SHALL BE REMOVED. EXTERIOR WALL HYDRANTS AND OTHER EXTERIOR FIXTURES MAY P2

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS BEFORE STARTING WORK. P1

CHILLER (CH-1) SHALL REMAIN.

PANEL IN THE MAIN MECHANICAL ROOM. HOWEVER, THE ENABLE RELAY, CONTROL WIRING, AND CONDUIT FOR THE EXISTING

ALL DDC CONTROL DEVICES AND WIRING SHALL BE DEMOLISHED IN THEIR ENTIRETY, INCLUDING ALL CONTROL DEVICES AND M4

DEMOLISHED. ALL WIRING AND CONDUIT SHALL BE DEMO’D BACK TO THE MAIN ELECTRICAL PANEL.

ALL ELECTRICAL EQUIPMENT (DISCONNECTS, STARTERS, ETC.) ASSOCIATED WITH DOMOLISHED HVAC EQUIPMENT SHALL ALSO BE M3

CONTRACTOR SHALL REMOVE ALL INTERIOR AND EXTERIOR DUCTWORK, INCLUDING ALL REGISTERS, GRILLES, AND DIFFUSERS.M2

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS BEFORE STARTING WORK.M1

MOUNTED FIXTURES, AND THEIR ASSOCIATED RACEWAYS. REFER TO E-3 FOR QUANTITY AND LOCATION.

REMOVE AND DISPOSE THE EXISTING EXTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES WALL PACKS, RECESSED G17

TO E-3 FOR QUANTITY AND LOCATION.

FIXTURESEXIT SIGNS, TWIN HEAD EMERGENCY INCANDESCENT FIXTURES, WALL SWITCHES, LIGHTING CONTROLS, ETC. REFER REMOVE AND DISPOSE THE EXISTING INTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES 2'x4', 1'x4' FLUORESCENT G16

CONTRACTOR SHALL PRESERVE ALL EXISTING CONCRETE PADS FOR DEMOLISHED HVAC EQUIPMENT.G15

DEVICES AND DAMPERS, INCLUDING KITCHEN EXHAUST HOODS, SHALL BE DEMOLISHED.

CONTRACTOR SHALL PRESERVE ALL FANS SCHEDULED IN M-1 OF TECHNICAL EXHIBIT C, BUT ALL ASSOCIATED DUCTWORK, AIR G14

ASSOCIATED WIRING. EXISTING UNDERGROUND CONDUIT SHALL BE PRESERVED.

CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL AND CONTROL DEVICES FOR DEMOLISHED HVAC EQUIPMENT, INCLUDING G13

ASSOCIATED AIR DEVICES, DAMPERS, CIRCULATING PUMPS, AND VALVES, UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL DEMOLISH ALL EXISTING DUCTWORK, HOT-WATER PIPING, AND REFRIGERANT PIPING, INCLUDING G12

ROOM NUMBERS ARE BASED ON TECHNICAL EXHIBIT C.

(ACC-1 AND 2), ONE SPLIT-SYSTEM HEAT PUMP (HP-1), AND ONE MAKE-UP AIR UNIT (MAU-1). ALL EQUIPMENT LABELS AND CONTRACTOR SHALL DEMOLISH THE FOLLOWING HVAC EQUIPMENT: TWO AIR HANDLERS (AHU-1 AND 2), TWO CONDENSERS G11

CAVITIES SHALL BE GROUTED IN AND MADE FLUSH WITH THE EXISTING SLAB AFTER DRAIN FIXTURES ARE REMOVED.

SANITARY SEWER PIPING THAT IS INACCESSIBLE DUE TO CRAWL SPACE LIMITS SHALL BE CUT AND CAPPED. THE REMAINING G10

DIRECTLY UPSTREAM OF ROOF PENETRATIONS IN ORDER TO PRESERVE THE ROOF SEAL UNTIL RENOVATION BEGINS.

ABOVE THE SLAB, OR IN THE CURRENT MECHANICAL YARDS, SHALL BE REMOVED. CUT OFF OR DETACH ALL VENT PIPING ALL SANITARY SEWER PIPING, INCLUDING VENT AND DRAIN FIXTURES, WHICH IS ACCESSIBLE BY MEANS OF THE CRAWL SPACE, G9

PRESERVE THE BUILDING ENVELOPE SEAL, HOWEVER, THE SUPPLY PIPING TO THE FIXTURES MAY BE DEMOLISHED.

HYDRANTS AND OTHER EXTERIOR FIXTURES SHALL REMAIN IN PLACE UNTIL RENOVATION COMMENCES IN ORDER TO ALL PLUMBING FIXTURES SHALL BE REMOVED. THIS INCLUDES ALL COMMERCIAL KITCHEN-RELATED FIXTURES. ALL WALL G8

REMOVED IN THEIR ENTIRETY WHERE POSSIBLE.

ALL DOMESTIC WATER SUPPLY PIPING UNDER THE SLAB THAT IS ACCESSIBLE, AND THE ASSOCIATED RISERS, SHALL BE G7

PENETRATIONS AND CAVITIES SHALL BE GROUT-FILLED.

PENETRATING THE SLAB SHALL BE CUT OFF FLUSH WITH THE EXISTING INTERIOR SLAB SURFACE. ALL REMAINING CRAWL SPACE LIMITATIONS, AS SHOWN IN M-6 AND M-7, SHALL BE CUT AND CAPPED. THE ASSOCIATED PIPING RISERS ALL DOMESTIC WATER SUPPLY PIPING UNDER THE SLAB THAT IS CONNECTED TO RISERS WHICH ARE IN-ACCESSIBLE DUE TO G6

REMOVE AND DISPOSE ALL TOILET PARTITIONS, TOILETS, SINKS, SHOWERS, VANITIES, LOCKERS, ECT, IN THEIR ENTIRETY.G5

JOIST MEMBERS.

BOARD PLASTER, PREFABRICATED FREEZER/REFRIGERATOR CEILING PANELS, ECT) AS REQUIRED AND UP TO THE EXISTING REMOVE AND DISPOSE ALL EXISTING INTERIOR CEILING FINISHES (SUCH AS THE 2' X 2' LAY-IN ACOUSTICAL CEILING, GYPSUM G4

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

REMOVE AND DISPOSE ALL EXISTING FINISH FLOOR MATERIALS (SUCH AS SHEET VINYL, VCT, CERAMIC TILE, POURED-G3

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

REMOVE THE INTERIOR WALLS AS INDICATED IN THIS DRAWING. DEMOLITION SHALL INCLUDE ANY WALL HUNG ITEMS, SUCH AS G2

MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.

LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING HIGH-STRENGTH LOW-SHRINK GROUT HAVING A G1

ALL OTHER BRANCH CIRCUITS, FEEDERS OUT "MDP", "P" PANELS TO BE REMOVED AND PENETRATIONS TO BE CAPPED OFF.E5

SWITCHGEAR.

ALL OTHER FEEDERS, CONDUIT, AND ALL PENETRATIONS TO BE CAPPED OFF COMING OUT OF THE MAIN DISTRIBUTION E4

PANEL "P" ON NORTH WALL IS TO REMAIN IN ELECTRICAL ROOM.E3

CHILLER FEEDERS 2-3" CONDUIT GOING TO CHILLER (THRU 400 AMP DISCONNECT) IS TO REMAIN.E2

DEMOLITION ALL ELECTRICAL CIRCUITS AND FEEDERS UNLESS NOTED OTHERWISE.E1

AFTER NEW SERVICE IS INSTALLED.

DEMOLISH EXISTING MAIN SWITCHGEAR, REMOVE CONDUCTORS AND CUT OFF AND SEAL ABANDON FEEDER CONDUIT E7

FLOOR THRU-OUT THE BUILDING. LIGHTING TO BE MAINTAINED THRU-OUT THE PROJECT.

CIRCUITS FOR TEMPORARY LIGHTING. INSTALL TEMPORARY LIGHTING FOR A MINIMUM OF 5 CANDLELIGHT POWER AT MINIMUM OF 5 DUPLEX GFIC OUTLETS, ROOM FOR A SPECIAL OUTLET FOR ELECTRIC TOOLS AND INSTALL GFIC INSTALL A MINIMUM OF 1100-AMP SINGLE PHASE TEMPORARY PANEL FROM EXISTING MAIN SWITCHGEAR. INSTALL A E6

DEBRIS SHOULD NOT FREE FALL.S4

CONTRACTOR SHALL ENSURE CONSTRUCTION LOAD IS LESS THAN 100 PSF.S3

CONTRACTOR SHALL NOT DEMOLITION COLUMN MEMBERS CONNECTED TO ROOF TRUSS.S2

CONTRACTOR SHALL SHORE PRIOR TO DEMOLITION. S1

DEMOLISH AC WINDOW UNIT

DEMOLISH BI-FOLDING WALLS

DEMOLISH WALL MOUNTED CASING

DEMOLISH KITCHEN EQUIPMENT

DEMOLISH LADDER AND HATCH DOOR

DEMOLISH RAILING AND IN FILL PENETRATIONS WITH GROUT

CONTRACTOR SHALL PRESERVE THE COMMUNICATION LINES WITHIN WALL.

DEMOLITION CONCRETE MEZZANINE APPROXIMATELY 1000 SF EACH, TOTAL 2. SEE STRUCTURAL NOTES

REMOVE BOILER B-1 AND ASSOCIATED FLUE. PROVIDE TEMPORARY COVER OVER FLUE ROOF PENETRATION.

CHW/HW PIPING AND CONNECTED DUCTING.

REMOVE OUTSIDE AHU-1, 2, AND MAU-1 UNITS FROM THE MECHANICAL YARD. REMOVE ALL ASSOCIATED

HEAT EXCHANGER SHALL BE REMOVED.

POWER, DISCONNECT, AND CONDUIT SHALL REMAIN IN PLACE AS WELL. ALL CHW PIPING UP TO THE CHILLER’S THE EXISTING CHILLER (CH-1) SHALL REMAIN IN PLACE, ALONG WITH ALL DDC WIRING AND ENABLING DEVICES.

COVERED UNTIL RENOVATION BEGINS.

ALL DUCT PENETRATIONS THRU EXTERIOR WALL FROM THE MECHANICAL YARD SHALL BE TEMPORARILY

ELECTRICAL ROOM BACK TO THE MAIN PANEL.

REMOVE BOTH CHW AND HW PUMPS AND ASSOCIATED STARTERS. REMOVE ALL WIRING AND CONDUIT IN THE

DEMOLISH HYDRONIC, CEILING-MOUNTED HEATER.

THE DOWNSTREAM SIDE OF THE BUILDING VALVE IN CASE OF VALVE LEAKBACK AFTER PIPING DEMO.

IMMEDIATELY DOWNSTREAM OF THE BUILDING VALVE. INSTALL A NEW BLIND FLANGE, GASKET, AND STUDS ON ALL DOMESTIC WATER PIPING, VALVES, AND FITTINGS SHALL BE REMOVED BACK TO THE FIRST FLANGE PAIR

PROCEDURES. PLUG THE DOWNSTREAM SIDE OF THE REGULATOR.

REGULATOR OUTSIDE THE MAIN MECHANICAL ROOM IN ACCORDANCE WITH NATURAL GAS DECOMISSIONING ALL NATURAL GAS PIPING INSIDE THE BUILDING SHALL BE SAFELY PURGED AND REMOVED BACK TO THE GAS

DEMO EXISTING DOMESTIC HOT WATER HEATER (WH-1). HOT WATER HEATER TO BE TURNED IN TO DPW OMD.

FUTURE USE, BUT SHALL BE TEMPORARILY COVERED.

ALL EXISTING WALL PENETRATIONS FOR PIPING THRU MECHANICAL ROOM WALLS SHALL REMAIN IN PLACE FOR

DOWNSTREAM OF THE GREASE TRAP.

AMERICAN WATER (A.W.) TO COORDINATE ISOLATION OF THEIR SIDE,

DEMOLISHED AS WELL. CONTRACTOR IS RESPONSIBLE FOR CONTACTING

PIPING CURRENTLY CONNECTED TO THE EXISTING GREASE TRAP SHALL BE

CONTRACTOR SHALL REMOVE EXISTING GREASE TRAP. ALL WASTE AND DRAIN

OF THEIR SIDE, DOWNSTREAM OF THE CLEANOUT.

RESPONSIBLE FOR CONTACTING AMERICAN WATER TO COORDINATE ISOLATION

DOWNSTREAM PIPING BELONGS TO AMERICAN WATER (A.W.). CONTRACTOR IS

FIRST CLEANOUT WITHIN 5 FT. OF THE BUILDING STRUCTURE. THE CLEANOUT AND

REMOVE AND DISPOSE OF ALL EXTERIOR SANITARY SEWER PIPING UP TO THE

THE CLEANOUT.

AMERICAN WATER TO COORDINATE ISOLATION OF THEIR SIDE, DOWNSTREAM OF

AMERICAN WATER (A.W.). CONTRACTOR IS RESPONSIBLE FOR CONTACTING

BUILDING STRUCTURE. THE CLEANOUT AND DOWNSTREAM PIPING BELONGS TO

SANITARY SEWER PIPING UP TO THE FIRST CLEANOUT WITHIN 5 FT. OF THE

THE WEST END OF THE BUILDING. REMOVE AND DISPOSE OF ALL EXTERIOR

AS-BUILTS INDICATE THAT A SEPARATE SANITARY SEWER DISCHARGE EXISTS ON

DEMOLISH SINK.

TRAP

GREASE

EXISTING

WATER

AMERICAN

FROM

WATER

DOMESTIC

FROM DOMINION

NATURAL GAS

PANEL

ELECTRICAL

STARTER

PUMP

STARTER

PUMP

ARCHITECTURAL KEY NOTES:

MECHANICAL KEY NOTES:

GENERAL NOTES:

PLUMBING NOTES:

MECHANICAL NOTES:

ELECTRICAL NOTES:

STRUCTURAL NOTES:

PLUMBING KEY NOTES:

TELECOMMUNICATION KEY NOTES:

STRUCTURAL KEY NOTES:

A1 A1 A1 A1 A1

A1 A1

A1A1

A1 A1

A1 A1 A1

MECHANICAL YARD

ROOM

ELECTRICAL

ROOM

MECHANICAL

A1 A1

A2 A2

A3 A3

M6 A11

A10

A11

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

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

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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

NORTH ELEVATION

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

WEST ELEVATION

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

EAST ELEVATION

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

SOUTH ELEVATION

1 2 3 4 5 6 7

1234567

ECBA DE IG C H AF

120'-0"

HIGH ROOF

F.F.E.

100'-0"

120'-0"

HIGH ROOF

F.F.E.

100'-0"

111'-0"

T.O.A.

107'-9"

T.O.W.

120'-0"

HIGH ROOF

F.F.E.

117'-7"

T.O.A.

100'-0"

108'-7"

T.O.W.

111'-1"

109'-0"

T.O.W.

107'-9"

T.O.W.

F.F.E.

T.O.A.

100'-0"

108'-7"

111'-1"

117'-7"

T.O.W.

T.O.A.

108'-7"

112'-0"

120'-0"

HIGH ROOF

110'-0"

T.O.W.

F.F.E.

100'-0"

111'-0"

T.O.A.

T.O.W.

108'-4"

T.O.W.

LOW ROOF

N.G.

N.G.N.G.

D-201

107'-9"

T.O.W.

F.F.E.

100'-0"

B U

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E V

A T

S D

E M

O L

g ni eeringDi vi s io n

APPLY COLORED SEALANT TO ALL HOLES.

REMOVE AND DISPOSE EXISTING DOWN SPOUT AND FASTENERS.

REMOVE EXISTING WINDOW AND PREPARE EXISTING OPENING.

REMOVE EXISTING DOOR AND DOOR FRAME.

A-201. RE-USE EXISTING BRICK TO PATCH ALL AREAS AS NOTED ON CONTRACT DRAWINGS.

REMOVE AND PRESERVE EXISTING BRICK AS DEPICTED IN CONTRACT DRAWINGS. REF:

INSTALLATION.

REMOVED AND REINSTALLED WILL VARY TO ACCOMMODATE WINDOW

BRICK AS NEEDED. AREA SHADED REPRESENTS NEW WINDOW LOCATION, ACTUAL BRICK VENEER TO BE

REMOVE AND PRESERVE OF EXISTING BRICK TO FACILITATE NEW WINDOW INSTALLATION. RE-USE EXISTING

DEMOLISH EXISTING LOUVERS

13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"

16'-3"13'-0"12'-6"12'-6"13'-0"16'-4" 22'-8"19'-2"17'-9"24'-0"

24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"

D. GREENJ. HERNANDEZ

KEY NOTES:

NOTES:

REMOVE AND DISPOSE OF ALL EXISTING HANDRAILS. 6.

CONTRACTOR SHALL CLEAN OUT AND REPAIR ALL EXISTING BRICK JOINTS. RE-USE EXISTING BRICK TO PATCH.5.

SHALL MATCH COLOR OF EXISTING GROUT.

PRESERVED AND STOCKPILED ON THE EXISTING CONCRETE SLAB IN THE MECHANICAL YARD. NEW GROUT

ALL REMAINING BRICK NOT REINSTALLED SHALL BE CLEANED OF ALL EXISTING MORTAR AND GROUT SHALL BE

MORTAR PRIOR TO INSTALLATION. ONLY SOLID UNBROCKEN PIECES SHALL BE ALLOWED TO BE RE-INSTALLED.

EXISTING BRICK NOTED TO BE REMOVED AND RE-USED SHALL BE CLEANED OF ALL EXISTING GROUT AND 4.

PROVIDE, APPLY MASONRY SEALER OVER ALL MASONRY EXTERIOR AS SPECIFIED.3.

PROVIDE, APPLY COLORED SEALANT AS SPECIFIED TO ALL HOLES.2.

"GENERAL CLEANING OF EXTERIOR BRICK MASONRY".

CLEAN ALL EXTERIOR BRICK MASONRY TO REMAIN. BRICK MASONRY SHALL BE CLEANED AS SPECIFIED IN 1.

1 1

2 2

1 1 1 1 1

1 1

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

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

REVISION DATEREVISION DESCRIPTIONREVISION

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C iv il N o te s .d g n

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BRANCH CHIEF

B L

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N U

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

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O T

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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

25-AUG-2023REVISION No.1 TO SOLICITATION

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

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

A D

D A

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C H

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

.d g n :5

O J E

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M B

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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

R E

P A

L D

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C H

C T

U R

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SCALE: 1" = 10'

SITE DEMOLITION PLAN

C-101

E D

E M

O L

N P

L A

942.36 944.24 944.70 944.56 944.39 944.38 944.98 945.25

950.00

944.88

944.74

943.90 944.04 944.53 944.72 944.50 944.18 944.70 945.24 945.12

941.90 942.92 943.32 943.17 944.02 944.16 944.19 944.44 944.57

941.97 942.43 942.56 943.06 943.69 943.91 944.14 944.45

944.02 944.02 944.09 944.40 944.31 944.32 944.35 944.93

941.78

941.58

943.58

943.09

BM1

BM2 BM3

BM4

BM5

BM6

BM7

BM8

BM10

940.93 941.04

941.26

941.44

941.52

941.61

941.74

941.89

942.04 942.12 942.78 943.53 944.34 944.53 944.66

944.96

944.95

944.92

944.90

944.88

944.96

945.02

945.15

945.20

945.33945.29945.41

945.39

945.48

945.51

945.30 945.35 945.31

945.25

945.31

945.34

945.35

945.38

945.42

945.57

945.61

945.61 945.58

945.51

945.47

945.57

945.60

945.20

945.16945.32945.30945.50945.85945.88

945.95

945.94

946.31

945.96 945.88 945.83

942.12 941.61 941.79 942.94 944.12 945.06

950.00

945.02

944.98

944.99

945.00

945.01

944.98

944.80

944.73

944.78

944.74

944.92944.90944.95

944.97

945.06

944.92

944.87

944.90 944.73

945.11 945.13

945.12 945.13

944.59

944.72 944.60

944.58

944.56

944.52

944.53

944.51

944.86

944.87

944.90

944.89

944.38

941.40

941.41 g ni eeringDi vi s io n

943.52

943.24

BM9

REMOVE AND DISPOSE OF TREE AND STUMP

REMOVE AND DISPOSE OF LOADING DOCK.

REMOVE AND DISPOSE OF LADDER.

REMOVE AND PREPARE EXISTING PLANTER FOR NEW PLANTER

SILICONE.

TO PROTECT FROM NEW FILL MATERIAL. TACK WELD OPENING CLOSED THEN SEAL WITH

PERMANENTLY SEAL EXISTING CRAWL SPACE ACCESS AND APPLY CORROSION PROTECTION

REMOVE AND DISPOSE EXISTING LOADING RAMP BUMPERS.

SAW CUT AND REMOVE EXISTING SIDE WALK. INSTALL NEW SIDE WALK PER SHEET C-102.

HAND RAIL

PLANTER PLANTER PLANTER

PLANTERPLANTER

VENT

EXISTING GROUND

HATCH

VENT GRATE

METAL

GRATE

METAL

GRATE

METAL

PLANTER

J. HERNANDEZ J. RAYSOR

KEY NOTES:

POINT

BM1

(FT)

EASTING

(FT)

ELEVATION

3097990.7110388754.81 942.64

(FT)

NORTHING

NOTES

COORDINATES SCHEDULE

BM2 3098066.8910388745.60 944.02 1

BM3 3098180.6710388730.51 944.73 1

3098174.5410388685.10 944.76 1

3098165.5910388622.77 945.20 1

COORDINATES SCHEDULE NOTES:

BM4

BM5

BM6

BM7

BM8

BM9

BM10 3097953.95

3097949.29

3098008.11

3098048.05

3098161.0610388589.26

10388606.45

10388612.35

10388641.44

10388692.11 941.10

942.52

944.34

944.30

945.49 1

MAGNETIC NAIL IN CONCRETE.CS-1

NOTES:

OF ALL LINES PRIOR TO ANY TRENCHING AND EXCAVATION OPERATIONS.

LOCATION OF EXISTING UTILITY LINES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION 2.

ENTIRETY.

ELECTRICAL BOXES, RACEWAY, AND EXISTING OVERGROWN VEGETATION AROUND THE FACILITY IN THEIR

CONTRACTOR SHALL REMOVE AND DISPOSE OF EXTERIOR WALL MOUNTED WOOD PANELS, UN-SERVICED 1.

25-AUG-2023REVISION No.1 TO SOLICITATION

4 4 4

21007

W OLD IRONSIDES AVE

N E

W D

A W

N D

944.34

943.41943.25942.92942.21

941.64

941.69

942.08 942.66 943.10 943.34 943.55 943.72 943.77 944.05 944.08 944.13 944.19 944.16 944.18 944.28 944.38 944.56

944.55944.37944.27944.20 944.20944.20 944.23 944.28943.88 944.12943.40 943.66 943.85942.78 943.14942.19

944.72 944.83

944.59 944.72

944.68 944.73

944.91 944.93

945.23 945.20

944.65

944.68 944.73

944.61 944.82

944.78

944.46 944.32

944.36

945.36945.46

945.42 945.42

944.25944.26

944.04 943.96

944.34 944.34

944.66 944.58

944.63 944.48

945.86 945.46

945.83

945.35944.34

944.34

943.92

943.94 944.54

943.46

943.47 943.83

942.97

942.87 943.07

944.23

944.72

942.36

942.08

941.96

941.63

941.13

940.96 941.01

941.24

942.06

942.19

942.42

944.27

944.23

943.69

943.81

943.60

943.61

943.30

942.60

942.01

941.36

941.53

941.64

941.82

941.70

941.98

944.16 944.15 944.13

944.04943.92943.78

944.12

945.54 945.49

944.14

943.86943.95

943.98

943.94 944.00

944.19

945.86

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

A D

D A

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BRANCH CHIEF

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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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SCALE: 1" = 10'

PROPOSED SITE PLAN

C-102

P R

O P

O S

E D

E P

L A

945.00

944.60

944.60 g ni eeringDi vi s io n

TYPICAL GRADING AND SODDING AREA LIMITS AS SHOWN.

CONTRACTOR SHALL CONSTRUCT NEW SIDEWALKS AS SPECIFIED.

WITH 6-#6 LONGITUDINAL BARS AND #3 TIES @ 12" O.C.

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

HARDWARE.

CONSTRUCTED OF ALUMINUM DOOR AND FRAME WITH STAINLESS STEEL HINGES AND

CRAWL SPACE. CELLAR DOORWAY SHALL BE OUTDOOR RATED, WATER TIGHT SEAL, AND

SAW CUT EXISTING CONCRETE AND INSTALL NEW 36"X36" CELLAR DOORWAY ENTRY TO

INSTALL NEW ADA RAMP

INSTALL NEW STEPS AND LANDINGS AS SPECIFIED

EDGE. INFILL LOW AREAS WITH IMPORTED SOIL. GRAVEL BED #4 LIMESTONE GRAVEL.

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

PROVIDE CONCRETE VAULT FOR NEW CONNECTIONS TO CHILLER PLANT

FROM EXISTING CHILLER PLANT (B21022) TO BLDG 21007.

CONTRACTOR SHALL SAW CUT EXISTING CONCRETE AND INSTALL NEW CONNECTION

SLOPE CONCRETE SIDEWALK TO LANDING

NEW RAMP

20'-9"5'-11"103'-6"

39'-3"

J. HERNANDEZ J. RAYSOR

NOTES:

COMPLETION OF DEMOLITION WORK, CONTRACTOR WILL FILL AND GRADE THE AREA AS SPECIFIED.

LOADING RAMP IS TO BE DEMOLISHED ENTIRERLY. CONCRETE AND GUARD RAILS SHALL BE DISPOSED OF. UPON 3.

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

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

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

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

COMPLETION OF ALL UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT DOCUMENTS.

AND APPROPRIATELY COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION WITH THE PRIVATIZED UTILITY COMPANIES 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 1.

25-AUG-2023REVISION No.1 TO SOLICITATION

7 7 7

3 7 7 7

21007

W OLD IRONSIDES AVE

N E

W D

A W

N D

942.36 944.24 944.70 944.56 944.39 944.38 944.98 945.25

950.00

944.88 944.74

943.90 944.04 944.53 944.72 944.50 944.18 944.70 945.24 945.12

941.90 942.92 943.32 943.17 944.02 944.16 944.19 944.44 944.57

941.97 942.43 942.56 943.06 943.69 943.91 944.14 944.45

944.02 944.02 944.09 944.40 944.31 944.32 944.35 944.93

941.78

941.58

943.58

943.09

BM1

BM2 BM3

BM4

BM5

BM6

BM7

BM8

BM10

940.93 941.04

941.26

941.44

941.52

941.61

941.74

941.89

942.04 942.12 942.78 943.53 944.34 944.53 944.66

944.96

944.95

944.92

944.90

944.88

944.96

945.02

945.15

945.20

945.33945.29945.41

945.39

945.48 945.51

945.30 945.35 945.31

945.25

945.31

945.34

945.35

945.38

945.42

945.57

945.61

945.61 945.58

945.51

945.47

945.57

945.60

945.20

945.16945.32945.30945.50945.85945.88

945.95

945.94

946.31

945.96 945.88 945.83

942.12 941.61 941.79 942.94 944.12 945.06

950.00

945.02

944.98

944.99

945.00

945.01

944.98

944.80

944.73

944.78

944.74

944.92944.90944.95

944.97

945.06

944.92

944.87

944.90 944.73

945.11 945.13

945.12 945.13

944.59

944.72 944.60

944.58

944.56

944.52

944.53

944.51

944.86

944.87

944.90

944.89

944.38

941.40

941.41

943.52

943.24

BM9

C-501L. CASTILLO L. CASTILLO

E D

E T

S I

25-AUG-2023REVISION No.1 TO SOLICITATION

F. LAMASJ. HERNANDEZ

SHEET NUMBER

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

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

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BRANCH CHIEF

B L

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

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8'-0"

RENOVATE BRIGADE HQ

BUILDING 21007

"MAKING THE GREAT PLACE - GREATER"

DPW

III CORPS & FORT HOOD

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

[PERMITS]

NOTIFICATION]

[EMERGENCY

[SWPPP]

MAP]

[HOSPITAL

TEXAS

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

TYPICAL PROJECT SIGNAGE

COMING SUMMER 2024

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: 3/4" = 1'-0"

NEW CONCRETE STEP

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

NEW CONCRETE STAIRS

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

ADA RAMP DETAIL

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

NEW CONCRETE RAMP

g ni eeringDi vi s io n

NOTES:

BE ADA COMPLIANT. POWDER COAT "BLACK" FINISH.

CONTRACTOR SHALL CONSTRUCT NEW RAMP AND 1-1/2" RAILS, SHALL 4.

SHALL BE IBC COMPLIANT. POWDER COAT "BLACK" FINISH.

CONTRACTOR SHALL CONSTRUCT NEW STAIRS AND 1-1/2" RAILS, 3.

EMBEDDED AND ANCHORED INTO CONCRETE.

ALL NEW STAIRS SHALL HAVE NOSING. HOT DIPPED GALVANIZED 2.

LEAST 2" EMBEDMENT.

ALL NEW CONCRETE SHALL BE REINFORCED WITH #4 REBAR WITH AT 1.

2" 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

TRIM

1/2" BLACK BORDER

TIMBER

4" X 4" TREATED

PUBLIC NOTICES

CONTRACTOR

TREATED PLYWOOD

4' X 8' X 3/4"

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

FRONT REAR SIDE

PLYWOOD

TREATED

4' X 8' X 3/4"

NOTES:

MAINTENANCE OF SIGN IS THE RESPONSIBILITY OF CONTRACTOR.5.

CONTRACTOR SHALL VERIFY SIGN INFORMATION 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.

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,

REF: OTHER DETAILS

TYPICAL NEW CONCRETE SIDEWALK,

FLOATING AND FINISHING.

STEEL PINS TO PREVENT WARPING DURING

SURFACE AND SHALL BE HELD IN PLACE WITH

JOINT FILLER STRIPS, PLACED 1/4" BELOW

EXPANSION JOINTS SHALL BE FORMED WITH 3/8"

VARIES

6"6"

THICKEN EDGE.

TYPICAL 6"

5'-0"1'-0"1'-0"

1'-0"1'-0"

MATCH SLOPE

AND BEVELED TO

SLEEVE WITH TOP

1 1/2" GALV. PIPE

AS INDICATED

1'-0"

@ 16" O.C TYP

#3 DWLS

MEETS STRUCTURE.

GROUT SEAM WHERE PIPE

EXTERIOR EDGE

1" CHAMFER ON

EXISTING GRADE

@ 16" O.C TYP

#4 DOWELS

SOIL

UNDISTURBED

EXISTING

V A

SELECTED FILL

COMPACTED

CRUSH STONE

COMPACTED 4"

20'-0"

EXISTING CONCRETE

1'-0" 4'-4"1'-9"1'-9"

1'-0" 2'-7"2'-11"3'-0"3'-0"3'-0"2'-11"2'-7"

NATURAL GROUND

98'-4"

F.F.E.

100'-0"

NATURAL

GROUND

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

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

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

B L

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FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

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S-001

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

FLOOR PLAN

J. LOPEZJ. RHEE

DESIGN LOADS:

LOADS.

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE FLOORS, ROOFS OR OTHER DL-6

EXPOSURE CATEGORY................................................"B"

ULTIMATE DESIGN WIND SPEED................................120 MPH

RISK CATEGORY...........................................................III

WIND LOADS:DL-5

FLAT ROOF SNOW LOAD, Pf........................................5 PSF

GROUND SNOW LOAD, Pg...........................................5 PSF

SNOW LOAD:DL-4

ROOF LIVE LOADS MAY BE REDUCED.DL-3

*ROOF............................................................................20 PSF

UNIFORM DESIGN LIVE LOAD IS AS FOLLOWS:DL-2

DEAD LOAD IS 20 PSF OR ACTUAL LOAD WHICHEVER IS LARGER.

AND FIXED SERVICE EQUIPMENT. ALL DEAD LOADS ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF

FINISHED, CLADDING AND OTHER SIMILARLY INCORPORATED ARCHITECTURAL AND STRUCTURAL ITEMS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, BUILD-IN PARTITIONS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE BUILDING, DL-1

GENERAL NOTES:

REPAIRED TO EQUIVALENT OR BETTER CONDITION.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE GN-11

QUALITY OR QUANTITY OF THE WORK.

CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED TO BE A CHECK OF THE

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL

PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLELY FOR THE PURPOSE OF GN-10

ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF

PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND

THE GOVERNMENT SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION GN-9

THE DOD-P-21035A OR SSPC-PAINT 20.

CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH

PAINT IN ACCORDANCE WITH ASTM A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST

CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR

HOT-DIP PROCESS AND ACCORDING TO ASTM A123. WHEN APPLICABLE, FIELD WELDS BOLTED

ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE GN-8

WHEN PLACING MATERIALS ON ROOFS.

CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENTED

CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. IT IS THE GN-7

COMPLETED PORTION OF THE STRUCTURE.

STATE OF TEXAS WHICH VERIFY THE MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE

CONTRACTOR SHALL PROVIDE CALCULATIONS SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE

DIRECTIONS. WHEN REQUIRED BY THE CONSTRUCTION DOCUMENTS OR THE STRUCTURAL ENGINEER, CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ALL

STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND ENCLOSED PERMANENTLY AS PER

CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE PARTIALLY COMPLETED

THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. GN-6

GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY OBSERVATIONS.GN-5

STRUCTURAL STEEL SHOP DRAWINGSA.

SHALL BE SUBMITTED:

CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. AS A MINIMUM, THE FOLLOWING SHOP DRAWINGS

LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN

REPRODUCED FOR SHOP DRAWINGS. THE STRUCTURAL ENGINEER WILL REVIEW SHOP DRAWINGS FOR THE

BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL DRAWINGS SHALL NOT BE

COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE REVIEWED GN-4

FOR DIMENSIONS.

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

THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY

THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS GN-3

WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN DETAILS.

THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS GN-2

STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITIONGN-1

SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:

NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.

STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOTE:

B. NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.

INSTALLATION OF ARCHITECTURAL FINISHES.

A. STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN BY

COR AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:

PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE SO-1

STRUCTURAL STEEL:

ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.SS-11

COST TO THE GOVERNMENT.

INCREASED AS REQUIRED TO ACCOMMODATE ROLLING FABRICATION REQUIREMENTS AT NO ADDITIONAL

MINIMUMS TO MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE

ROLLED MEMBER SIZES / THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED SS-10

ALL FIELD WELDING.

OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE IMMEDIATE WORKING AREA OF

CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING STRUCTURES DURING ALL FIELD WELDING SS-9

PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO ROOF INSTALLATION.

BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRY PACK UNDER BASE

DRY PACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRY PACK UNDER SS-8

WELDS SHALL BE IDENTIFIED BY THE CONTRACTOR ON THE SHOP DRAWINGS.

CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP TO FIELD WELDS OR FROM FIELD TO SHOP

THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR COMPATIBILITY WITH THE SS-7

STEEL SHOP DRAWINGS.

LICENSED IN THE STATE OF TEXAS FOR ALL CONNECTIONS DETAILED BY OTHERWISE ON THE STRUCTURAL

SHALL PROVIDE CONNECTION DESIGN CALCULATIONS SEALED AND SIGNED BY A REGISTERED ENGINEER

TESTING AGENCY. DIRECT TENSION INDICATOR (DTI) BOLTS SHALL BE PERMITTED. THE STEEL FABRICATOR

A490 BOLTS". VISUAL INSPECTION OF BOLTED CONNECTIONS SHALL BE PERFORMED BY AN INDEPENDENT

AND SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR

BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS USING ASTM A325X BOLTS SS-6

OTHERWISE ON THE PLANS, THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.

USING CONTINUOUS, ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED

PLANS, ALL SHOP FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED

WELDS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE

SECTIONS 6.5 AND 6.9 OF THE AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF

SERIES LOW HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH

THE TYPE OF WELDS AS SHOWN ON THE DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX

SECTION 4 OF THE AWS D1.1 "STRUCTURAL WELDING CODE STEEL", AND HAVING CURRENT EXPERIENCE IN

WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, IN ACCORDANCE WITH SS-5

THIS SHEET AFTER DRY PACK HAS BEEN INSTALLED.

ANCHOR RODS SHALL NOT BE GALVANIZED. CLEAN AND PAINT ANCHOR RODS PER GENERAL NOTE GN-8 ON

STEEL SHALL BE CLEANED PER SSPC-SP2. STEEL SHALL BE GALVANIZED PER NOTE GN-8 ON THIS SHEET. SS-4

TUBE (Fy 46 ksi)......................................................................ASTM A500 GR.B

OTHER ROLLED SHAPES, PLATES, BARS..........................ASTM A36

BASE PLATES AND BEAM END PLATES..............................ASTM A572 Gr. 50

WIDE FLANGES......................................................................ASTM A992 Gr. 50

STEEL SHALL BE MEET WITH THE FOLLOWING REQUIREMENTS:SS-3

SOCIETY (AWS D1.1 AND AWS D1.3).

WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SS-2

OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.

STRUCTURAL STEEL SHALL CONFORM TO THE 2016 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" SS-1

SHORING AND DEMOLITION:

OF EVERY WORKING DAY.

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

ALL PORTIONS OF THE STRUCTURE…

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File details come from the government source that posted it. Updated Aug 25, 2023.