S02- AMENDMENT 1 - 03 1200392 VA Bldg 20 ARCH 05 13 2021 Part 1.pdf

A.F.F.

ACC. DR.

ADAAG

ACCESS.

ADJ.

ACOUST.

A.B.

ACT

ANOD.

A.C.

AL / ALUM.

L

APP.

APPROX.

ARCH.

AT / FP

AVG.

A.W.I.

B.H.M.I.

BM.

BLKG.

BD.

BTM.

BLDG.

CFCI

CH.

CPT.

CLG.

CLG. HT.

CTR.

CL

C. TO C.

C.T.

CLR.

C.O.

CLOS.

CO.

COL.

CONC.

CORR.

COTR

CMU

CONF.

CONST.

CONT.

CONTR.

C.J.

DET.

DIA.

DIM.

DISP.

DR.

DN.

D.S.

DESC.

DWG.

EA.

ELEC.

EL.

E.W.C.

E.R.D.

E.P.

ENGR.

EQUIP.

EQ.

EXIST.

EXP.

E.J. (EXP. JT.)

EXP. TO STRUCT.

EXT.

ETD

FAC.

FDC

FT.

F.E.

F.E.C.

F.H.C.

FIN.

F.P.

F.F.

FLR.

F.D.

FLUOR.

FV.

ABOVE FINISHED FLOOR

ACCESS DOOR / PANEL

AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESSORIES

ADJUST/ ADJUSTABLE

ACOUSTICAL

ANCHOR BOLT

ACOUSTICAL CEILING TILE

ANODIZED

AIR CONDITIONING

ALUMINUM

AND

ANGLE

APPROVED

APPROXIMATE

ARCHITECTURAL

AT

ANTI TERRORISM / FORCE PROTECTION

AVERAGE

ARCHITECTURAL WOODWORK INSTITUTE

BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION, INC.

BEAM

BLOCKING

BOARD

BOTTOM

BUILDING

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHANNEL

CARPET

CEILING

CEILING HEIGHT

CENTER

CENTER LINE

CENTER TO CENTER

CERAMIC TILE

CLEAR

CLEANOUT

CLOSET

COMPANY

COLUMN

CONCRETE

CORRIDOR

CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

CONCRETE MASONRY UNIT

CONFERENCE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOWN

DOWNSPOUT

DESCRIPTION

DRAWING

EACH

ELECTRICAL OR ELECTRIC

ELEVATION

ELECTRIC WATER COOLER

EMERGENCY ROOF DRAIN

EPOXY PAINT

ENGINEER

EQUIPMENT

EQUAL

EXISTING

EXPANSION / EXPOSED

EXPANSION JOINT

EXPOSED TO STRUCTURE

EXTERIOR

ESTIMATED TRAVEL DISTANCE

FACTORY

FIRE DEPARTMENT CONNECTION

FEET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FLAT PAINT

FINISHED FLOOR

FLOOR

FLOOR DRAIN

FLUORESCENT

FIELD VERIFY

GA.

GALV.

G.B.F.

GC

GFCI

GFGI

G.L.

G.P.

GL.

GOVT.

GYP.

GYP. BD. (GWB)

HKS

HR.

HDW.

HGT.

H.

H.P.

H.M.

HORIZ.

H.V.A.C.

IN.

I.D.

INSUL.

INT.

JAN.

J.C.

JT.

JST.

K.P.

LAM.

LDG.

LAV.

L.H.

LHR

LT.

LTG.

LONG.

LVR.

L.P.

MGR.

MANUF.

MATL.

MAX.

MECH.

MTL.

M.W.P.

MIN.

MISC.

N.I.C.

NO. (#)

NTS

NFPA

O.C.

OFCI

OFGI

O.H.

OPNG.

OPP.

O.D.

OSHA

OVHD

PDU

PT

PR.

PNL.

PART.

PLAS.

PL

PLYWD.

LBS. OR #

PSF

PSI

P.M.J.F.

PRE-FAB.

Q.T.

RECEP.

REF.

REINF.

REQ'D.

REV.

RH

RHR

GAGE OR GAUGE

GALVANIZED

GYPSUM BOARD FURRING

GENERAL CONTRACTOR

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GIRT LINE

GLOSSY PAINT

GLASS

GOVERNMENT

GYPSUM

GYPSUM BOARD

HOOKS

HANDRAIL

HARDWARE

HEIGHT

HIGH

HIGH POINT

HOLLOW METAL

HORIZONTAL

HEATING VENTILATION & AIR

CONDITIONING

INCH

INSIDE DIAMETER

INSULATION

INTERIOR

JANITOR

JANITOR'S CLOSET

JOINT

JOIST

KICK PLATE

LAMINATE

LANDING

LAVATORY

LEFT HAND

LEFT HAND REVERSE

LIGHT

LIGHTING

LONGITUDINAL

LOUVER

LOW POINT

MANAGER

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

METAL

METAL WALL PANEL

MINIMUM

MISCELLANEOUS

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NATIONAL FIRE PROTECTION

ASSOCIATION

ON CENTER

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

GOVERNMENT INSTALLED

OPPOSITE HAND

OPENING

OPPOSITE

OUTSIDE DIAMETER

OCCUPATIONAL SAFETY AND

HEALTH ACT

OVERHEAD

POWER DISTRIBUTION UNIT

PAINT

PAIR

PANEL

PARTITION

PLASTER OR PLASTIC

PLATE

PLYWOOD

POUNDS

POUNDS / SQUARE FOOT

POUNDS / SQUARE INCH

PRE-MOLDED JOINT FILLER

PREFABRICATED

QUARRY TILE

RECEPTIONIST

REFERENCE

REINFORCEMENT

REQUIRED

REVISIONS / REVISED

RIGHT HAND

RIGHT HAND REVERSE

RM.

R.O.

RB

SC

SCW

SCHED.

SECT.

S.G.P.

SSK

SHT. MET.

SIM.

STC

SPEC(S)

SFRM

SQ.

ST.

S.S.

STD.

STL.

STOR.

STRUCT.

SUSP.

TOIL. / TLT

TEL.

THK.

T'HOLD

TG

T/

TOB

TOC

T/C

TOS

T/W

TU

TYP.

U.L.

UNFIN

U.N.O.

VERT.

VEST.

VCT

VCB

W.

W/ W.C.

WCO

WD.

WDW.

W.M.P.

W/O W.R.G.B.

W.S.

W.R.O.

YD.

ROOM

ROUGH OPENING

RUBBER BASE

SEALED CONCRETE

SOLID CORE WOOD

SCHEDULE

SECTION

SEMI-GLOSS PAINT

SERVICE SINK

SHEET METAL

SIMILAR

SOUND TRANSMISSION CLASS

SPECIFICATION

SPRAYED FIRE RESISTIVE

MATERIAL

SQUARE

STAIN

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TOILET

TELEPHONE

THICK

THRESHOLD

TEMPERED GLASS

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF CURB

TOP OF STEEL

TOP OF WALL

TOUCH-UP

TYPICAL

UNDERWRITERS LABORATORIES

UNFINISHED

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

VINYL COVE BASE

WIDTH

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WINDOW

WIRE MESH PARTITION

WITHOUT

WATER RESISTANT GYPSUM

BOARD

WEATHERSTRIPPING

WINDOW ROUGH OPENING

YARD

ARCHITECTURAL ABBREVIATIONS

NOTE: NOT ALL ARCHITECTURAL

ABBREVIATIONS ARE USED

SHEET NAMING CONVENTION

A-001A

2 DIGIT SEQUENTIAL #

(01-99) (FIRST DIGIT

INDICATES PLAN

TYPE. SECOND DIGIT

INDICATES FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DISCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER

IS USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE SUBDIVIDED

INTO AREAS.)

SYMBOLS:

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

A1

A-101

SIM

DETAIL NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

DETAIL SECTION MARK

A1

A-101

SIM

WALL SECTION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

A-101

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

DETAIL

NUMBER (TYP.)

AREA COVERED

BY DETAIL

A-101

SIM

CALLOUT HEAD

ROOM TAG

ROOM

NAME

DOOR TAG

WINDOW &

LOUVER TAG

A

PARTITION TYPE

X

PARTITION

TYPE

KEYNOTE

TAG

CEILING HGT.

CEILING TYPE

1t 12'-0"

CEILING TAG

(TYPE & HEIGHT)

EQUIPMENT

TAG

1i

REVISION

TAG

NORTH ARROWS

N

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

FLOOR PLANS, ELEVATIONS OR DETAIL VIEWS TITLE

A1

ELEVATIONS, DETAILS & CALLOUTS

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

PLAN SYMBOLS:

VIEW TITLES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-001

ABBREVIATIONS & SYMBOLS

RAPJMC

REVISIONS DATE

1. BUILDING IS VACANT.

2. NOTE THAT THERE IS VERY LIMITED PARKING AND MATERIAL STAGING

AREAS ON THE CAMPUS. COR TO COORDINATE WITH VA PROJECT

MANAGER FOR REQUIRED SPACE AVAILABILITY AND ACCESS.

3. BASED ON THE 2006 SURVEY REPORT PREPARED BY E. ROBERTS

ALLEY & ASSOCIATES, INC., THE FIRST AND SECOND FLOOR CONTAINS

ASBESTOS. VERIFY IN FIELD.

4. NOTE THAT ALL PERSONNEL HANDLING HAZARDOUS MATERIALS SHALL

HAVE CLASS III ASBESTOS TRAINING AS DEFINED IN THE OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) ASBESTOS STANDARD

(29 CFR 1926.1101).

5. HAZARDOUS MATERIALS ABATEMENT WITHIN THE AREAS OF

RENOVATION SHALL BE PERFORMED AS PART OF THIS CONTRACT

PRIOR TO THE START OF SELECTIVE DEMOLITION.

6. IT SHALL BE UNDERSTOOD BY ALL PARTIES THAT THE SCOPE OF

SERVICES PROVIDED BY ARCHITECT DOES NOT INCLUDE ANY SERVICES

RELATED TO THE DETERMINATION OF MATERIAL OR ITEMS SUSPECTED

OF CONTAINING HAZARDOUS MATERIALS. ARCHITECT IS NOT

RESPONSIBLE IN ANY WAY FOR SAFETY PRECAUTIONS, INCLUDING

MEASURES FOR THE PROTECTION OF THE CONTRACTOR OR SUB

CONTRACTORS, NOR FOR THE PROTECT OF GOVERNMENT EMPLOYEES

AND THE PUBLIC. SUCH RESPONSIBILITY FOR SAFETY PRECAUTIONS IS

AND SHALL REMAIN THAT OF THE GOVERNMENT AND THE

CONTRACTOR.

GENERAL PROJECT ACCESS NOTES:

1. BUILDING 20 IS A TWO STORY PLUS BASEMENT AND APPROXIMATELY

6,544 S.F. IT IS PRIMARILY OFFICE SPACE WITH ASSOCIATED

MECHANICAL SPACES, A BREAK ROOM, STORAGE AND RESTEROOMS.

INTERIOR WALLS ARE PLASTER AND SHEETROCK. FLOORING SYSTEMS

ARE A MIX OF FLOOR TILE, LINOLEUM AND CARPETING OVER

HARDWOOD FLOORING.

2. THE FIRST AND SECOND FLOORS ARE CONSTRUCTED OF WOOD. THE

INTERIOR OF THE BUILDING IS PREDOMINANTLY PLASTER, ALTHOUGH

THERE HAVE BEEN WALLS ADDED WHICH ARE FINISHED WITH GYPSUM

WALL BOARD.

GENERAL BUILDING INFORMATION:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

A-002

GENERAL AND STRUCTURAL NOTES

HMPRKP

1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT

ARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRCAT

DOCUMENTS. THE CONTRACTR SHALL INVESTIGATE, VERIFY,

AND BE RESPONSIBLE FOR ALL CONDITIONS OF PROJECT, AND

NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE

MODIFICATION BEFORE PROCEEDING WITH THE WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,

EQUIPMENT AND LABOR AND SERVICES NECESSRAY TO

COMPLETE THE WORK.

3. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS

REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND PROTECTING ALL UTILITY LINES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY

BRACING AND SHORING REQUIRED DURING CONSTRUCTION.

6. ALL WORK AND MATERIAL SHALL BE REGARDED AS NEW

UNLESS SPECIFICALLY INDICATED AS "EXISTING" ON THE

DRAWINGS AND DESCRIBED WITHIN THE SPECIFICATIONS.

7. ALL EXTERIOR WOOD SHALL BE PRESSURE TREATED.; ALL

WOOD INSIDE BUILDING ENVELOPE'S AIR AND/ OR RAIN BARRIER

SHALL BE FIRE RETARDANT TREATED.

GENERAL NOTES

STRUCTURAL STEEL:

1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FIFTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL CONSTRUCTION MANUAL", USING LOAD AND RESISTANCE FACTOR DESIGN.

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

a. STRUCTURAL STEEL WIDE FLANGE SHAPES - ASTM A992, Fy = 50 ksi

b. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS - ASTM A36, Fy = 36 ksi

c. COLD-FORMED STRUCTURAL STEEL TUBING - ASTM A500, GRADE B, Fy = 42 ksi

d. STEEL PIPE - ASTM A53, GRADE B, TYPE E OR S, Fy = 35 ksi

e. ANCHOR RODS - ASTM F1554, Fy = 36 ksi

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D.1, "STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. WELD ELECTRODES SHALL BE

E70XX. PROVIDE ?" CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

4. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS SHALL BE SHOP FABRICATED, PRIMED, AND PAINTED.

5. UNLESS NOTED OTHERWISE, ALL BEAM SHEAR CONNECTIONS SHALL BE MADE USING ?"∅ A325 BOLTS, BEARING TYPE WITH THREADS EXCLUDED. ALL GRAVITY ONLY BEAMS SHALL HAVE SIMPLE SHEAR CONNECTIONS DESIGNED TO SUPPORT 1/2 THE TOTAL FACTORED UNIFORM LOAD FOR THE SUPPORTED BEAM, ITS SPAN, AND ITS GRADE OF STEEL AS SPECIFIED IN AISC LRFD.

CAST-IN-PLACE CONCRETE:

1. CAST-IN-PLACE CONCRETE FOR THIS PROJECT SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE AND COMMENTARY" ACI 318-19 AND ACI 318R-19.

2. REFERENCE PROJECT SPECIFICATION SECTION 033000 "CAST-IN-PLACE CONCRETE".

3. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

(SEE SPECIFICATION SECTION 033000 FOR ADDITIONAL REQUIREMENTS)

4. AN INTENTIONALLY ROUGHENED SURFACE MAY BE USED INSTEAD OF A CONTINUOUS SHEAR KEY AT ALL HORIZONTAL CONSTRUCTION JOINTS.

5. ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFER, WHETHER SPECIFICALLY NOTED OR NOT.

6. TYPICAL SLAB FINISH SHALL BE BROOM FINISH FOR EXTERIOR SLABS AND INTERIOR WET SLABS AND STEEL TROWEL FINISH FOR INTERIOR DRY

SLABS.

7. ALL ANCHOR RODS SHALL BE BLACK OR HOT DIPPED GALVANIZED AS NOTED ON DESIGN DRAWINGS.

8. CONCRETE FORM WORK SHALL COMPLY WITH ACI 347, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL

FORMWORK.

9. DURING AND IMMEDIATELY AFTER PLACING, CONCRETE SHALL BE THOROUGHLY COMPACTED BY SPADING OR MECHANICAL VIBRATING TO

PROVIDE DENSE CONCRETE FREE OF HONEY COMBING.

10. DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TIE WIRES AND STAPLED ENDS SHALL BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED. CUT TIES FLUSH WITH FINISHED SURFACES FOR ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS AND ROUGH PLACES. REMOVE ALL LOOSE CONCRETE AND OTHER IRREGULARITIES. PATCH AND FILL VOIDS WITH BONDING AGENT AS REQUIRED.

CONCRETE REINFORCEMENT:

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 SUPPLEMENT SI, GRADE 60, OF DOMESTIC MANUFACTURER.

2. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS ONLY.

LAP 9" MINIMUM.

3. REINFORCEMENT SHALL BE FABRICATED TO SHAPES AND DIMENSIONS SHOWN AND SHALL CONFORM TO THE REQUIREMENTS OF CRSI AND ACI 318. REINFORCEMENT SHALL BE COLD BENT UNLESS OTHERWISE AUTHORIZED. BENDING MAY BE ACCOMPLISHED IN THE FIELD OR AT THE

MILL. BARS SHALL NOT BE BENT AFTER EMBEDDED IN CONCRETE.

4. REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND SCALE, DIRT, OIL, OR OTHER DELETERIOUS COATING THAT COULD REDUCE BOND

WITH THE CONCRETE.

5. NO SPLICES OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS WITH CORNER BARS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS.

6. TENSION AND COMPRESSION REINFORCEMENT SPLICES IN CONCRETE SHALL BE MADE AS FOLLOWS:

#4 BARS - 28"

#5 BARS - 35"

#6 BARS - 46"

#7 BARS - 63"

7. WHERE HOOKS ARE SHOWN, PROVIDE STANDARD 90° HOOKS IN ACCORDANCE WITH CRSI AND ACI 318, UNLESS NOTED OTHERWISE.

8. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING FROM FOUNDATION. DOWELS SHALL HAVE

STANDARD 90° HOOKS.

9. MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS:

a. CONCRETE CAST AGAINST EARTH:

b. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

WALLS, SLABS:

#6 BAR AND LARGER

#5 BAR AND SMALLER

c. FORMED CONCRETE NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND:

WALLS, SLABS:

#11 BAR AND SMALLER

10. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND WELD PLATES SHALL BE PLACED TO PREVENT DISPLACEMENT

BEYOND PERMITTED TOLERANCES.

11. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL-2004", PUBLICATION SP-66, ACI 318, AND ACI 315, OR LATEST EDITIONS.

12. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS.

STRUCTURAL NOTES

WEIGHT STRENGTH @ 28 DAYS AIR CONTENT

NORMAL WEIGHT 3000PSI 5%

REVISIONS DATE

UP

GENERAL

STORAGE

STORAGE

CLOSET

AD901B1

AD901 B4

AD901 B7

AD901 D1

NOTE: EXISTING STEAM

LINETO BE CUT AND

CAPPED OUTSIDE OF

BLDG.

NOTE: DO NOT DEMO

RED CONDUIT WITH

FIBER OPTIC FOR FIRE

ALARM SYSTEM.

EXISTING LOUVER TO REMAIN

EXISTING

WINDOW

TO REMAIN

CONTRACTOR TO

TO CREATE 8"x6" OPENING

IN EXISTING WALL FOR NEW

HIGH WALL EXHAUST GRILL.

PROVIDE 1/4" THICK LINTEL AT

OPENING WITH MIN. 2" BEARING ON

EACH SIDE.

CONTRACTOR TO

TO CREATE 8"x6" OPENING

IN EXISTING WALL FOR NEW

HIGH WALL EXHAUST GRILL.

PROVIDE 1/4" THICK LINTEL AT

OPENING WITH MIN. 2" BEARING ON

EACH SIDE.

PROVIDE 24"x 24"

OPENING WITH ACCESS

DOOR FOR PLUMBING

VALVE ACCESS. PLACE

1/4" THICK LINTEL AT

OPENING.

CRAWL SPACE

(PARTIALLY UNEXCAVATED)

CRAWL SPACE

(PARTIALLY UNEXCAVATED)

CRAWL SPACE

(PARTIALLY UNEXCAVATED)

FILL IN UP TO CONC. FL. ABOVE

CRAWL SPACE

(PARTIALLY UNEXCAVATED)

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH

ALL CODES AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY

ARCHITECT OF ANY DISCREPENCIES.

3. LIMIT REMOVAL AND DEMOLITION TO THAT SPECIFICALLY CALLED

FOR IN THE INSTALLATION OF NEW WORK. PROTECT ALL

EXISTING ITEMS TO REMAIN FROM DAMAGE. NEW WORK SHALL

ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES

NECESSARY FOR THE COMPLETION OF THE WORK AS INDICATED.

INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON THE PLANS

WITH DASHED LINES NECESSARY DISCONNECTS AND

ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL

SYSTEMS SHALL BE INCLUDED.

5. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS,

DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE

CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND

REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE.

6. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW

SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING,

PATCHING, LEVELING, ETC. AS REQUIRED (REFER TO INTERIOR

DESIGN DOCUMENTS).

7. REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND

PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT

NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS,

HEADERS, ETC. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF

ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE

DESIGN INTENT.

8. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE

CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL

STRUCTRURAL ELEMENTS NECESSARY DURING DEMOLITION.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY

DEMOLITION AND/ OR INSTALLATION OF NEW WORK AND/ OR

UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/

OR TO RECEIVE NEW SCHEDULED FINISHES.

10. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR

SURFACES WITH IMPERFECTIONS OR NOT LEVEL TO

TOLERANCES SPECIFIED FOR NEW WORK,

PROVIDE SELFLEVELING UNDERLAYMENT.

11. ALL PENETRATIONS OF EXISTING FLOORS AND FIRE RATED

WALL OR SMOKE PARTITIONS SHALL BE PATCHED & REPAIRED

(EXTEND, RESTORE, AND/OR CLOSE OPENING) AS REQUIRED TO

MAINTAIN THE EXISTING FIRE RATING.

12. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN

COLOR TEXTURE, THICKNESS, CUT, ETC. TO THE STANDARD OF

PRIOR TO INSTALLATIONS.

13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND

REMOVING ALL MATERIALS FROM PREMISES IN ORDER TO

ACCOMPLISH THE SCOPE OF THE NEW WORK.KEEP PREMISES

CLEAN AT ALLL TIMES ENSURING THAT THERE ARE NO LOOSE

MATERIAS OR ITEMS WHICH MAY CAUSE INJURY.

14. HAZARDOUS MATERIALS: IT IS NOT EXPECTEDTED THAT

HAZARDOUS MATERIALS WILL BE ENCOUNTEERED IN THE WORK.

IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS

MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND

IMMEDIATELY NOTIFY THE OWNER.

DEMOLITION NOTES:

DEMOLITION PLAN LEGEND

EXISTING STAIRCASE TREADS AND RISERS TO

BE REMOVED AND REPLACED, SEE SHEET A-401.

EXISTING CMU AND / OR STUD WALLS /

PARTITIONS TO BE DEMOLISHED

EXISTING DOOR & DOOR FRAME

ACCESSORIES TO REMAIN (B)

EXISTING DOOR, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WINDOW SYSTEM AND

ACCESSORIES TO REMAIN

EXISTING WINDOW, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

PLAN LEGEND

AREA OF NO ARCHITECTURAL WORK

1. REFER TO G-002 FOR GENERAL PROJECT NOTES.

2. REFER TO A-001 FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS.

SHEET NOTES:

3. SEE SHEET A-501 FOR PARTITION TYPES AND DETAILS.

4. SEE SHEET A-601 FOR DOOR SCHEDULE, TYPES, AND FRAMES.

5. SEE SHEET A-602 FOR WINDOW SCHEDULE AND DETAILS.

6. CEILINGS HEIGHT AT 8'-5" UNLESS NOTED OTHERWISE.

PROVIDE OPENING IN MASONRY WALL FOR ACCESS

PANEL(FIXED).

REMOVE EXISTING PIPE WITH ASBESTOS.

SEAL EXISTING ARC OPENING INMASONRY WALL WITH

ACCESS PANEL (FIXED).

REPAIR, PATCH AND SEAL EXISTING OPENING AND SEAL

WITH ACCESS PANEL (LATCH). SEE DETAILS.

REMOVE EXISTING ELECTRICAL PANEL.

EXISTING COLUMN TO REMAIN. CLEAN AND PAINT TO

MATCH SURROUNDING WALLS.

RESTORE EXISTING STAIRCASE TREADS AND INSTALL

NEW RAILINGS, SEE SHEET A-401 DETAILS.

REMOVE EXISTING CONSTRUCTION (INCLUDING DOOR,

FRAME AN WALLS)

REMOVE EXISTING DOOR AND FRAME TO ACCOMMODATE

NEW DOOR.

PATCH AS REQUIRED TO MATCH ADJACENT MATERIAL IN

KIND (ALL CONSTRUCTIONS TO REMAIN).

REMOVE EXSTING WINDOWS AND INFILL OPENING TO

MATCH AJACENT MATERIAL IN KIND.

KEYNOTES:

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD100

BASEMENT DEMOLITION PLAN

RAPJMC

SCALE: 3/8" = 1'-0"F1

BASEMENT DEMOLITION PLAN

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

0 2 4 62

DN

OFFICE

TYP

TYP

UP

DN

10 10

TYP

OFFICE

STORAGE

TOILET

107106

COPY RM

OFFICE

OFFICE

OFFICE

HSK

OFFICE

OFFICE

OFFICE

RECEPTION

OFFICE

OFFICE

STORAGE

EQUIP RM

101A

CORRIDOR

LOBBY

CORRIDOR CORRIDOR

AD901 D7

AD901

F1

AD901

F4

IG201

C8

DEMO EXISTING DOOR AND WALL

TO EXPAND OPENING SIZE

4' - 5" 7' - 9" 3' - 4" 5' - 11" 3' - 4" 0' - 7"

1. REFER TO G-002 FOR GENERAL PROJECT NOTES.

2. REFER TO A-001 FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS.

SHEET NOTES:

3. SEE SHEET A-501 FOR PARTITION TYPES AND DETAILS.

4. SEE SHEET A-601 FOR DOOR SCHEDULE, TYPES, AND FRAMES.

5. SEE SHEET A-602 FOR WINDOW SCHEDULE AND DETAILS.

6. CEILINGS HEIGHT AT 8'-5" UNLESS NOTED OTHERWISE.

DEMOLITION PLAN LEGEND

EXISTING STAIRCASE TREADS AND RISERS TO

BE REMOVED AND REPLACED, SEE SHEET A-401.

EXISTING CMU AND / OR STUD WALLS /

PARTITIONS TO BE DEMOLISHED

EXISTING DOOR & DOOR FRAME

ACCESSORIES TO REMAIN (B)

EXISTING DOOR, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WINDOW SYSTEM AND

ACCESSORIES TO REMAIN

EXISTING WINDOW, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION

IN KIND WHERE ALL CONSTRUCTIONS TO REMAIN.

REMOVE AND REPLCE EXISTING ELECTRICAL PANEL.

REMOVE AND REPLACE EXISTING WINDOW.

REMOVE DOOR AND FRAME TO ACCOMMODATE NEW DOOR.

REMOVE EXISTING WINDOW AND PORTION OF EXTERIOR

WALL TO ACCOMMODATE NEW 3'-0" DOOR.

DEMOLISH EXISTING EXTERIOR RAMP.

CLEAN AND PAINT EXISTING RAILING.

REMOVE DOOR. PATCH AND INFILL OPENING TO MATCH

EXISTING ADJACENT CONSTRUCTION.

REMOVE, AND RESTORE DOOR FOR FUTURE USE.

REMOVE PLUMBING FIXTURES.

REMOVE DRINKING FOUNTAIN.

RESTORE EXISTING STAIRCASE AND INSTALL NEW

RAILINGS, SEE SHEET A-402 FOR DETAILS.

REMOVE AND SALVAGE ARCH TO BE USED AS INDICATED

ON IG201

KEYNOTES:

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH

ALL CODES AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY

ARCHITECT OF ANY DISCREPENCIES.

3. LIMIT REMOVAL AND DEMOLITION TO THAT SPECIFICALLY CALLED

FOR IN THE INSTALLATION OF NEW WORK. PROTECT ALL

EXISTING ITEMS TO REMAIN FROM DAMAGE. NEW WORK SHALL

ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES

NECESSARY FOR THE COMPLETION OF THE WORK AS INDICATED.

INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON THE PLANS

WITH DASHED LINES NECESSARY DISCONNECTS AND

ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL

SYSTEMS SHALL BE INCLUDED.

5. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS,

DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE

CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND

REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE.

6. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW

SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING,

PATCHING, LEVELING, ETC. AS REQUIRED (REFER TO INTERIOR

DESIGN DOCUMENTS).

7. REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND

PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT

NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS,

HEADERS, ETC. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF

ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE

DESIGN INTENT.

8. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE

CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL

STRUCTRURAL ELEMENTS NECESSARY DURING DEMOLITION.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY

DEMOLITION AND/ OR INSTALLATION OF NEW WORK AND/ OR

UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/

OR TO RECEIVE NEW SCHEDULED FINISHES.

10. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR

SURFACES WITH IMPERFECTIONS OR NOT LEVEL TO

TOLERANCES SPECIFIED FOR NEW WORK,

PROVIDE SELFLEVELING UNDERLAYMENT.

11. ALL PENETRATIONS OF EXISTING FLOORS AND FIRE RATED

WALL OR SMOKE PARTITIONS SHALL BE PATCHED & REPAIRED

(EXTEND, RESTORE, AND/OR CLOSE OPENING) AS REQUIRED TO

MAINTAIN THE EXISTING FIRE RATING.

12. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN

COLOR TEXTURE, THICKNESS, CUT, ETC. TO THE STANDARD OF

PRIOR TO INSTALLATIONS.

13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND

REMOVING ALL MATERIALS FROM PREMISES IN ORDER TO

ACCOMPLISH THE SCOPE OF THE NEW WORK.KEEP PREMISES

CLEAN AT ALLL TIMES ENSURING THAT THERE ARE NO LOOSE

MATERIAS OR ITEMS WHICH MAY CAUSE INJURY.

14. HAZARDOUS MATERIALS: IT IS NOT EXPECTEDTED THAT

HAZARDOUS MATERIALS WILL BE ENCOUNTEERED IN THE WORK.

IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS

MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND

IMMEDIATELY NOTIFY THE OWNER.

DEMOLITION NOTES:

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD101

FIRST FLOOR DEMOLITION PLAN

RAPJMC

SCALE: 3/8" = 1'-0"F1

FIRST FLOOR DEMOLITION PLAN

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

0 2 4 62

TYP

TYP

OFFICE

CLOSET

204A

CONFERENCE RM

KITCHEN

203A

OFFICE

CLOSET

CORRIDOR

LOBBY

CORRIDOR

STORAGE

TOILET

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECH RM

HSK

AD901 D4

3' - 4"

0' - 5"

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH

ALL CODES AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY

ARCHITECT OF ANY DISCREPENCIES.

3. LIMIT REMOVAL AND DEMOLITION TO THAT SPECIFICALLY CALLED

FOR IN THE INSTALLATION OF NEW WORK. PROTECT ALL

EXISTING ITEMS TO REMAIN FROM DAMAGE. NEW WORK SHALL

ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES

NECESSARY FOR THE COMPLETION OF THE WORK AS INDICATED.

INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON THE PLANS

WITH DASHED LINES NECESSARY DISCONNECTS AND

ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL

SYSTEMS SHALL BE INCLUDED.

5. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS,

DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE

CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND

REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE.

6. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW

SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING,

PATCHING, LEVELING, ETC. AS REQUIRED (REFER TO INTERIOR

DESIGN DOCUMENTS).

7. REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND

PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT

NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS,

HEADERS, ETC. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF

ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE

DESIGN INTENT.

8. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE

CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL

STRUCTRURAL ELEMENTS NECESSARY DURING DEMOLITION.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY

DEMOLITION AND/ OR INSTALLATION OF NEW WORK AND/ OR

UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/

OR TO RECEIVE NEW SCHEDULED FINISHES.

10. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR

SURFACES WITH IMPERFECTIONS OR NOT LEVEL TO

TOLERANCES SPECIFIED FOR NEW WORK,

PROVIDE SELFLEVELING UNDERLAYMENT.

11. ALL PENETRATIONS OF EXISTING FLOORS AND FIRE RATED

WALL OR SMOKE PARTITIONS SHALL BE PATCHED & REPAIRED

(EXTEND, RESTORE, AND/OR CLOSE OPENING) AS REQUIRED TO

MAINTAIN THE EXISTING FIRE RATING.

12. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN

COLOR TEXTURE, THICKNESS, CUT, ETC. TO THE STANDARD OF

PRIOR TO INSTALLATIONS.

13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND

REMOVING ALL MATERIALS FROM PREMISES IN ORDER TO

ACCOMPLISH THE SCOPE OF THE NEW WORK.KEEP PREMISES

CLEAN AT ALLL TIMES ENSURING THAT THERE ARE NO LOOSE

MATERIAS OR ITEMS WHICH MAY CAUSE INJURY.

14. HAZARDOUS MATERIALS: IT IS NOT EXPECTEDTED THAT

HAZARDOUS MATERIALS WILL BE ENCOUNTEERED IN THE WORK.

IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS

MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND

IMMEDIATELY NOTIFY THE OWNER.

DEMOLITION NOTES:

DEMOLITION PLAN LEGEND

EXISTING STAIRCASE TREADS AND RISERS TO

BE REMOVED AND REPLACED, SEE SHEET A-401.

EXISTING CMU AND / OR STUD WALLS /

PARTITIONS TO BE DEMOLISHED

EXISTING DOOR & DOOR FRAME

ACCESSORIES TO REMAIN (B)

EXISTING DOOR, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WINDOW SYSTEM AND

ACCESSORIES TO REMAIN

EXISTING WINDOW, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

PATCH AS REQUIRED TO MATCH ADJACENT

CONSTRUCTION IN KIND WHERE ALL CONSTRUCTIONS TO

REMAIN.

REMOVE AND REPLACE EXISTING ELECTRICAL PANEL.

REMOVE AND REPLACE EXISTING WINDOWS.

REMOVE EXISTING WINDOW AND PORTION OF EXTERIOR

WALL TO ACCOMMODATE NEW 3'-0" DOOR.

REMOVE, RESTORE AND MODIFY THE EXISTING STAIR

HANDRAIL. NEW HANDRAIL SHALL BE 42" ABOVE FINISHED

FLOOR.

REMOVE EXISTING PLUMBING FIXTURES.

REMOVE MILLWORK.

DEMOLISH EXISTING LOUVER AND REPLACE WITH NEW

WINDOW. SEE WINDOW SCHEDULE.

REMOVE FOLDING PARTITION.

KEYNOTES:

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD102

SECOND FLOOR DEMOLITION PLAN

RAPJMC

SCALE: 3/8" = 1'-0"F1

SECOND FLOOR DEMOLITION PLAN

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

AD901F7

DEMOLITION PLAN LEGEND

EXISTING STAIRCASE TREADS AND RISERS TO

BE REMOVED AND REPLACED, SEE SHEET A-401.

EXISTING CMU AND / OR STUD WALLS /

PARTITIONS TO BE DEMOLISHED

EXISTING DOOR & DOOR FRAME

ACCESSORIES TO REMAIN (B)

EXISTING DOOR, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WINDOW SYSTEM AND

ACCESSORIES TO REMAIN

EXISTING WINDOW, FRAME AND

ACCESSORIES TO BE DEMOLISHED

EXISTING WALLS / PARTITIONS TO REMAIN

DEMOLITION NOTES:

1. DEMOLITION WORK SHALL BE EXCUTED IN

CONFORMANCE WITH ALL CODES AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND NOTIFY ARCHITECT OF ANY DISCREPENCIES.

3. LIMIT REMOVAL AND DEMOLITION TO THAT

SPECIFICALLY CALLED FOR IN THE INSTALLATION OF

NEW WORK. PROTECT ALL EXISTING ITEMS TO REMAIN

FROM DAMAGE. NEW WORK SHALL ALIGN WITH AND

MATCH EXISTING WORK EXCEPT WHERE OTHERWISE

DIMENSIONED OR DETAILED.

4. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES

NECESSARY FOR THE COMPLETION OF THE WORK AS

INDICATED. INCLUDING BUT NOT LIMITED TO ITEMS

SHOWN ON THE PLANS WITH DASHED LINES NECESSARY

DISCONNECTS AND ALTERATIONS TO EXISTING

MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE

INCLUDED.

5. WHERE CONTRACTOR IS DESIGNATED TO MAKE

REMOVALS, DISPOSITION OF MATERIALS IS THE

RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH

OWNER, THE DISPOSITION AND REMOVAL OF ANY

COMPONENTS OF SALVAGEABLE VALUE.

6. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE

NEW SCHEDULED FINISHES BY GRINDING, SCRAPING,

FILLING, PATCHING, LEVELING, ETC. AS REQUIRED

(REFER TO INTERIOR DESIGN DOCUMENTS).

7. REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND

PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO

REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E.

BEARING WALLS, BEAMS, HEADERS, ETC. CONTACT THE

ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION

IN QUESTION OR DEVIATING FROM THE DESIGN INTENT.

8. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE

CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES

AND ALL STRUCTRURAL ELEMENTS NECESSARY DURING

DEMOLITION.

9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED

BY DEMOLITION AND/ OR INSTALLATION OF NEW WORK

AMD/ OR UTILITIES, AS REQUIRED TO MATCH ADJACENT

SURFACES AND/ OR TO RECEIVE NEW SCHEDULED

FINISHES.

10. WHERE DEMOLITION OR RELATED WORK LEAVES

FLOOR SURFACES WITH IMPERFECTIONS OR NOT LEVEL

TO TOLERANCES SPECIFIED FOR NEW WORK,

PROVIDE SELFLEVELING UNDERLAYMENT.

11. ALL PENETRATIONS OF EXISTING FLOORS AND FIRE

RATED WALL OR SMOKE PARTITIONS SHALL BE PATCHED

& REPAIRED (EXTEND, RESTORE, AND/OR CLOSE

OPENING) AS REQUIRED TO MAINTAIN THE EXISTING FIRE

RATING.

12. VERIFY MATCH OF NEW FINISH MATERIALS TO

EXISTING IN COLOR TEXTURE, THICKNESS, CUT, ETC. TO

THE STANDARD OF PRIOR TO INSTALLATIONS.

13. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND

REMOVING ALL MATERIALS FROM PREMISES IN ORDER

TO ACCOMPLISH THE SCOPE OF THE NEW WORK.KEEP

PREMISES CLEAN AT ALLL TIMES ENSURING THAT THERE

ARE NO LOOSE MATERIAS OR ITEMS WHICH MAY CAUSE

INJURY.

14. HAZARDOUS MATERIALS: IT IS NOT EXPECTEDTED

THAT HAZARDOUS MATERIALS WILL BE ENCOUNTEERED

IN THE WORK. IF MATERIALS SUSPECTED OF

CONTAINING HAZARDOUS MATERIALS ARE

ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY

NOTIFY THE OWNER.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD103

ATTIC DEMOLITION PLAN

RAPJMC

SCALE: 3/8" = 1'-0"F1

ATTIC DEMOLITION PLAN

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

0 2 4 62

OPENING

OPENING

TYP

TYP

B4

A-511

SIM.

REMOVE EXISTING ROOF HATCH.

REMOVE AND DEMOLISH HVAC AND OPENING TO

BE FILLED AND/ OR PATCHED TO MATCH

ADJACENT EXISTING.

DEMOLISH EXISTING CHIMNEY AND FILL AND/ OR

PATCH OPENING TO MATCH ADJACENT

CONSTRUCTION.

REMOVE AND REPLACE EXISTING FAILED AND

DETERIORATED FLASHING .

REPAIR EXISTING SLATE ROOF. REPLACE ALL

BROKEN CRACKED AND MISSING SLATE AND

REPLACE ALL ASSOCIATED FAILED FLASHING

(PINHOLES, OPEN SEAMS, LOOSE AND

MISALIGNED ELEMENTS). APPROXIMATELY 300

SQFT TO BE REPLACED.

REPLACE EXISTING GUTTERS. ALL ASSOCIATED

ALL DOWNSPOUTS AND DRAINS TO BE

CLEANED, SNAKED AND CLEARED FROM ANY

OBSTRUCTION.

REMOVE VINYL SOFFIT. PAINT THE WOODEN

SOFFIT TO MATCH EXISTING IN KIND.

REPAIR AND REFURBISH DAMAGED EAVES AND

ORNAMENTAL BRACKETS TO MATCH IN KIND.

DEMOLISH EXISTING ROOF CONSTRUCTION

WITH MEMBRANE AND ALL ASSOCIATED

FLASHING AND COPINGS, TYP DOWN TO THE

EXISTING ROOF DECK AND PREPARE FOR THE

INSTALLATION OF A NEW ROOFING SYSTEM, I.E.,

TPO.

KEYNOTES:

1. ALL EXISTING ROOF EQUIPMENT TO REMAIN

UNLESS OTHERWISE NOTED; KEYNOTES FOR

FURTHER INFORMATION.

2. ALL WORK SHALL BE PERFORMED IN STRICT

ACORDANCE WITH ALL NATIONAL STATE LOCAL

CODES AND ORDINANCES.

3. CONTRACTOR MUST VERIFY LOCATIONS OF ALL

EXISTING STRUCTURAL, MECHANICAL, PLUMBING

AND ELECTRICAL ELEMENTS PRIOR TO START OF

DEMOLITION.

4. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATIONG ALL

DEMOLITION WORK.

5. ALL ITEMS SCHEDULED FOR DEMOLIITON SHALL BE

REMOVED FROM THE SITE UNLESS OTHERWISE

NOTED. CONTRACTOR SHLL BE RESPONSIBLE FOR

CLEANING OF SITE ON A DAILY BASIS.

6. ALL ABANDONED MECHANICAL/ ELECTRICAL/

PLUMBING LINES SHALL BE CAPPED OFF BEHIND

FINISHES, UNLESS NOTED OTHERWISE. REFER TO

MCHANICAL/ ELECTRICAL/ PLUMBING DRAIWNGS

FOR ADDITIONAL INFORMATION.

7. ALL OPENINGS WHERE EXISTING CONSTRUCTION

HAS BEEN REMOVED, AND WHICH ARE NOT NOTED

TO REMIN, SHALL BE FILLED AND/ OR PATCHED TO

MATCH THE ADJACENT EXISTING OR NEW FINISH,

INCLUDING ANY FIRE RATINGS REQUIRED.

ROOF DEMOLITION NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD104

ROOF DEMOLITION PLAN

RAPJMC

SCALE: 3/8" = 1'-0"F1

ROOF DEMOLITION PLAN

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

GENERAL

STORAGE

STORAGE

CLOSET

SEE GENERAL DEMOLITION

FLOOR PLAN NOTES

DEMOLITION PLAN LEGEND

AREA OF POSSIBLE HAZARDOUS MATERIAL,

CONTRACTOR RESPONSIBLE FOR

REMEDIATION

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD110

BASEMENT PLAN - HAZARDOUS AREA

REPORT

RAPJMC

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

0 2 4 62SCALE: 3/8" = 1'-0"

F1

BASEMENT HAZARDOUS AREA PLAN

GENERAL NOTES:

1. SEE OWNER PROVIDED "COMPREHENSIVE ASBESTOS-CONTAINING MATERIALS

INPECTION" REPORT FROM EFI GLOBAL DATED JANUARY 2010.

2. SEE OWNER PROVIDED "LBP / ASBESTOS RISK ASSESSMENT / ABATEMENT PLAN"

REPORT FROM ALLEY & ASSOCIATES DATED 27 JANUARY 2006.

3. SEE OWNER PROVIDED "LEAD BASED PAINT SURVEY RESULTS" REPORT FROM E.

ROBERTS ALLEY & ASSOCIATES, INC. DATED 27 DECEMBER 2005.

4. SEE OWNER PROVIDED "ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM"

REPORT FROM EFI GLOBAL DATED 27 JANUARY 2010.

REVISIONS DATE

HAZARD MATERIAL REMOVAL NOTES:

1. CONTRACTOR IS ADVISED THAT THE LOCATIONS OF ALL HAZARDOUS MATERIALS

MAY NOT BE CLEARLY KNOWN AND THAT HE SHALL PROCEED WITH CAUTION IN

ALL PHASES OF THE WORK.

2. ADDITIONAL HAZARDOUS MATERIALS MAY BE UNCOVERED DURING THE COURSE

OF THE WORK. SHOULD THE CONTRACTOR SUSPECT, ENCOUNTER OR HAVE

KNOWLEDGE OF ANY HAZARDS NOT LISTED OR DESCRIBED IN THE CONTRACT

DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING THE

OWNER.

3. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS. REFERENCE VA HAZARDOUS MATERIAL REPORT.

OFFICE

UP

DN

TYP

OFFICE

STORAGE

TOILET

107106

COPY RM

OFFICE

OFFICE

OFFICE

HSK

OFFICE

OFFICE

OFFICE

RECEPTION

OFFICE

OFFICE

STORAGE

EQUIP RM

101A

CORRIDOR

LOBBY

CORRIDOR CORRIDORSEE GENERAL DEMOLITION

FLOOR PLAN NOTES

DEMOLITION PLAN LEGEND

AREA OF POSSIBLE HAZARDOUS MATERIAL,

CONTRACTOR RESPONSIBLE FOR

REMEDIATION

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD111

FIRST FLOOR PLAN - HAZARDOUS

AREA REPORT

RAPJMC

SCALE: 3/8" = 1'-0"F1

FIRST FLOOR HAZARDOUS AREA PLAN

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

0 2 4 62

GENERAL NOTES:

1. SEE OWNER PROVIDED "COMPREHENSIVE ASBESTOS-CONTAINING MATERIALS

INPECTION" REPORT FROM EFI GLOBAL DATED JANUARY 2010.

2. SEE OWNER PROVIDED "LBP / ASBESTOS RISK ASSESSMENT / ABATEMENT PLAN"

REPORT FROM ALLEY & ASSOCIATES DATED 27 JANUARY 2006.

3. SEE OWNER PROVIDED "LEAD BASED PAINT SURVEY RESULTS" REPORT FROM E.

ROBERTS ALLEY & ASSOCIATES, INC. DATED 27 DECEMBER 2005.

4. SEE OWNER PROVIDED "ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM"

REPORT FROM EFI GLOBAL DATED 27 JANUARY 2010.

REVISIONS DATE

HAZARD MATERIAL REMOVAL NOTES:

1. CONTRACTOR IS ADVISED THAT THE LOCATIONS OF ALL HAZARDOUS MATERIALS

MAY NOT BE CLEARLY KNOWN AND THAT HE SHALL PROCEED WITH CAUTION IN

ALL PHASES OF THE WORK.

2. ADDITIONAL HAZARDOUS MATERIALS MAY BE UNCOVERED DURING THE COURSE

OF THE WORK. SHOULD THE CONTRACTOR SUSPECT, ENCOUNTER OR HAVE

KNOWLEDGE OF ANY HAZARDS NOT LISTED OR DESCRIBED IN THE CONTRACT

DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING THE

OWNER.

OFFICE

CLOSET

204A

CONFERENCE RM

KITCHEN

203A

OFFICE

CLOSET

CORRIDOR

LOBBY

CORRIDOR

STORAGE

TOILET

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECH RM

HSK

SEE GENERAL DEMOLITION

FLOOR PLAN NOTES

DEMOLITION PLAN LEGEND

AREA OF POSSIBLE HAZARDOUS MATERIAL,

CONTRACTOR RESPONSIBLE FOR

REMEDIATION

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD112

SECOND FLOOR PLAN - HAZARDOUS

AREA REPORT

RAPJMC

SCALE: 3/8" = 1'-0"F1

SECOND FLOOR HAZARDOUS AREA PLAN

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

0 2 4 62

GENERAL NOTES:

1. SEE OWNER PROVIDED "COMPREHENSIVE ASBESTOS-CONTAINING MATERIALS

INPECTION" REPORT FROM EFI GLOBAL DATED JANUARY 2010.

2. SEE OWNER PROVIDED "LBP / ASBESTOS RISK ASSESSMENT / ABATEMENT PLAN"

REPORT FROM ALLEY & ASSOCIATES DATED 27 JANUARY 2006.

3. SEE OWNER PROVIDED "LEAD BASED PAINT SURVEY RESULTS" REPORT FROM E.

ROBERTS ALLEY & ASSOCIATES, INC. DATED 27 DECEMBER 2005.

4. SEE OWNER PROVIDED "ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM"

REPORT FROM EFI GLOBAL DATED 27 JANUARY 2010.

REVISIONS DATE

HAZARD MATERIAL REMOVAL NOTES:

1. CONTRACTOR IS ADVISED THAT THE LOCATIONS OF ALL HAZARDOUS MATERIALS

MAY NOT BE CLEARLY KNOWN AND THAT HE SHALL PROCEED WITH CAUTION IN

ALL PHASES OF THE WORK.

2. ADDITIONAL HAZARDOUS MATERIALS MAY BE UNCOVERED DURING THE COURSE

OF THE WORK. SHOULD THE CONTRACTOR SUSPECT, ENCOUNTER OR HAVE

KNOWLEDGE OF ANY HAZARDS NOT LISTED OR DESCRIBED IN THE CONTRACT

DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING THE

OWNER.

GENERAL

STORAGE

STORAGE

CLOSET

NO ARCHITECTURE RCP

DEMOLITION IN THIS

AREA. REFER TO MECH

AND ELECTRICAL DEMO

PLANS

PLAN LEGEND

AREA OF NO ARCHITECTURAL WORK

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH ALL CODES

AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN

FOR OR TO EXISTING CONSTRUCTION PRIOR TO FABRICATION OR NEW

CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

3. CONTRACTOR SHALL ACCOMPLISH ALL DEMOLITION AND REMOVAL WORK AS

REQUIRED TO ACCOMMODATE NEW CONSTRUCTION OR AS SHOWN ON THE

DRAWINGS.

4. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL

BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO FILITATE

THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL VISIT THE

SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE REMOVED.

5. WHERE EXISTING CEILINGS ARE REMOVED, ALL DISTURBED SURFACES TO

REMAIN EXPOSED ARE TO BE PATCHED TO MATCH ADJOINING SURFACES.

DISTURBED SURFACES TO BE COVERED WITH NEW FINISHES SHALL BE

PATCHED AND PREPARED AS NECESSARY TO RECEIVE NEW FINISHES.

6. WHERE EXISTING MATERIALS OR SYSTEMS ARE TO BE REUSED IN NEW

CONSTRUCTION OR ARE TO REMAIN IN PLACE, PROTECT SUCH MATERIALS AND

SYSTEMS SO THAT THEY MAY BE CONTINUED IN OR RETURNED TO NORMAL

SERVICE. RESTORE ANY EXISTING WORK DAMAGED BY THE OPERATIONS OF

THE CONTRACTOR TO THE LEVEL OF SERVICEABILITY WHICH EXISTED BEFORE

THE DAMAGE OCCURRED.

7. CONTRACTOR SHALL REPLACE AND/OR PROVIDE NEW FIRESTOPPING AT ALL

PENETRATIONS THROUGH EXISTING RATED WALL AND FLOOR/CEILING

CONSTRUCTION TO MAINTAIN INTEGRITY OF THE RATING. FIELD VERIFY EXTENT

OF FIRESTOPPING REQUIRED.

8. CEILING HEIGHT NOTATIONS ON PLAN SPECIFY THE DISTANCE BETWEEN THE

TOP OF THE FINISH FLOOR MATERIAL TO THE BOTTOM OF THE FINISHED

CEILING MATERIAL

9. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE CONTRACTOR SHALL

BRACE ALL EXISTING STRUCTURES AND ALL STRUCTRURAL ELEMENTS

NECESSARY DURING DEMOLITION.

10. WHERE DEMOLITION WORK OR RELOCATION OF EXISTING ITEMS LEAVES

UNFINISHED SURFACES AND/OR SUBSTRATES, CUT AND PATCH AS REQUIRED

TO RESTORE SUBSTRATE AND/OR FINISH MATERIAL EVEN AND FLUSH WITH

ADJOINING SURFACES. TEXTURE AND REFINISH TO MATCH EXISTING.

11. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL

MATERIALS FROM PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE

NEW WORK.KEEP PREMISES CLEAN AT ALLL TIMES.

DEMOLITION NOTES:

REFLECTED CEILING PLAN DEMO LEGEND

ACT-1. 2'-0" X 2'-0" / 2'-0" X 4'-0" CEILING PANEL

GWBC-1. GYPSUM-CEILING

EXIT SIGNAGE

PENDANT LIGHT

SCONCE LIGHT

6" DOWN LIGHT

2'X2' AIR SUPPLY

2'X2' AIR RETURN

2'X4' LIGHT

2'X2' LIGHT

6" SQUARE DOWN LIGHT

4'-0" STRIP LIGHT

LINEAR DIFFUSER

LINEAR PENDANT LIGHTING

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD130

BASEMENT DEMOLITION REFLECTED

CEILING PLAN

RAPJMC

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

E1

BASEMENT DEMOLITION RCP

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

0 2 4 62

CONTRACTOR NOT TO DEMO FIBER

OPTIC AND FIRE SAFETY CONDUIT

SCALE: N.T.S.

F1

EXISTING FIBER OPTIC AND FIRE SAFETY CONDUIT

SCALE: N.T.S.

F3

EXISTING FIRE OPTIC CONDUIT EXTERIOR

SCALE: N.T.S.

F6

EXISTING PIPE STEAM PIPE

EXISTING FIBER OPTIC CONDUIT

EXISTING STEAM LINE CAPPED AT

WALL. SEE SHEET AD110 FOR

ASBESTOS NOTES

OFFICE STORAGE

TOILET

110107

COPY RM

OFFICE

OFFICE

OFFICE

HSK

OFFICE

OFFICE

OFFICE

RECEPTION

OFFICE

OFFICE

STORAGE

EQUIP RM

101A

CORRIDOR

LOBBY

CORRIDOR

CORRIDOR

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH ALL CODES

AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN

FOR OR TO EXISTING CONSTRUCTION PRIOR TO FABRICATION OR NEW

CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

3. CONTRACTOR SHALL ACCOMPLISH ALL DEMOLITION AND REMOVAL WORK AS

REQUIRED TO ACCOMMODATE NEW CONSTRUCTION OR AS SHOWN ON THE

DRAWINGS.

4. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL

BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO FILITATE

THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL VISIT THE

SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE REMOVED.

5. WHERE EXISTING CEILINGS ARE REMOVED, ALL DISTURBED SURFACES TO

REMAIN EXPOSED ARE TO BE PATCHED TO MATCH ADJOINING SURFACES.

DISTURBED SURFACES TO BE COVERED WITH NEW FINISHES SHALL BE

PATCHED AND PREPARED AS NECESSARY TO RECEIVE NEW FINISHES.

6. WHERE EXISTING MATERIALS OR SYSTEMS ARE TO BE REUSED IN NEW

CONSTRUCTION OR ARE TO REMAIN IN PLACE, PROTECT SUCH MATERIALS AND

SYSTEMS SO THAT THEY MAY BE CONTINUED IN OR RETURNED TO NORMAL

SERVICE. RESTORE ANY EXISTING WORK DAMAGED BY THE OPERATIONS OF

THE CONTRACTOR TO THE LEVEL OF SERVICEABILITY WHICH EXISTED BEFORE

THE DAMAGE OCCURRED.

7. CONTRACTOR SHALL REPLACE AND/OR PROVIDE NEW FIRESTOPPING AT ALL

PENETRATIONS THROUGH EXISTING RATED WALL AND FLOOR/CEILING

CONSTRUCTION TO MAINTAIN INTEGRITY OF THE RATING. FIELD VERIFY EXTENT

OF FIRESTOPPING REQUIRED.

8. CEILING HEIGHT NOTATIONS ON PLAN SPECIFY THE DISTANCE BETWEEN THE

TOP OF THE FINISH FLOOR MATERIAL TO THE BOTTOM OF THE FINISHED

CEILING MATERIAL

9. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED. THE CONTRACTOR SHALL

BRACE ALL EXISTING STRUCTURES AND ALL STRUCTRURAL ELEMENTS

NECESSARY DURING DEMOLITION.

10. WHERE DEMOLITION WORK OR RELOCATION OF EXISTING ITEMS LEAVES

UNFINISHED SURFACES AND/OR SUBSTRATES, CUT AND PATCH AS REQUIRED

TO RESTORE SUBSTRATE AND/OR FINISH MATERIAL EVEN AND FLUSH WITH

ADJOINING SURFACES. TEXTURE AND REFINISH TO MATCH EXISTING.

11. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL

MATERIALS FROM PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE

NEW WORK.KEEP PREMISES CLEAN AT ALLL TIMES.

DEMOLITION NOTES:

REFLECTED CEILING PLAN DEMO LEGEND

ACT-1. 2'-0" X 2'-0" / 2'-0" X 4'-0" CEILING PANEL

GWBC-1. GYPSUM-CEILING

EXIT SIGNAGE

PENDANT LIGHT

SCONCE LIGHT

6" DOWN LIGHT

2'X2' AIR SUPPLY

2'X2' AIR RETURN

2'X4' LIGHT

2'X2' LIGHT

6" SQUARE DOWN LIGHT

4'-0" STRIP LIGHT

LINEAR DIFFUSER

LINEAR PENDANT LIGHTING

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS 621-15-101

AD131

FIRST FLOOR DEMOLITION REFLECTED

CEILING PLAN

RAPJMC

SCALE: 3/8" = 1'-0"E1

FIRST FLOOR DEMOLITION RCP

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

0 2 4 62

NOTE: CONTRACTOR TO VERIFY QUANTITY

OF EXISTING CEILING LIGHTS AND HVAC

DIFFUSERS ON SITE FOR PURPOSE OF

PROPER DEMOLITION BIDDING.

SCALE: N.T.S.

F1

TYPICAL EXISTING LIGHTING AND DIFFUSERS 1ST FLOOR

CLOSET

204A

CONFERENCE RM

KITCHEN

203A

OFFICE

CLOSET

CORRIDOR

LOBBY

CORRIDOR

STORAGE

TOILET

207 OFFICE

OFFICE

208 OFFICE

OFFICE

OFFICE

OFFICE

MECH RM

HSK

1. DEMOLITION WORK SHALL BE EXCUTED IN CONFORMANCE WITH ALL CODES

AND ORDINANCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN

FOR OR TO EXISTING…