621-19-110-Construction drawing.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

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

BID DOCUMENTS

G000

COVER SHEET & SHEET INDEX

Department of Veterans Affairs

CORRECT EXTERIOR DEFICIENCIES

BLDG 53

BUILDING 53

VAMC MOUNTAIN HOME

MEMORIAL AVENUE AND ASHE AVENUE

JOHNSON CITY, TENNESSEE 37684

PROJECT # 621-19-110

PROJECT LOCATION

MEMORIAL AVENUE AND ASHE AVENUE

JOHNSON CITY, TN 37684

LOCATION MAP

SCALE: N.T.S.

N

SHEET INDEX

SHEET NUMBER

COVER SHEET & SHEET INDEXG000

GENERAL

SHEET NAME

GENERAL NOTES EXISTING FACILITY,

SYMBOLS & ABBREVIATIONS

G001

ARCHITECTURAL

EXTERIOR ELEVATIONSAE201

EXTERIOR ELEVATIONSAE202

REVISIONS DATE

AD101

AD102

AE101

AE102

DEMOLITION FLOOR PLAN - BASEMENT

DEMOLITION FLOOR PLAN - FIRST FLOOR

NEW WORK PLAN - BASEMENT

NEW WORK PLAN - FIRST FLOOR

CORRECT EXTERIOR

DEFICIENCIES BLDG 53

621-19-110

VACINITY MAP

SCALE: N.T.S.

N

PROJECT LOCATION

MEMORIAL AVENUE AND ASHE AVENUE

JOHNSON CITY, TN 37684

SHEET ___ OF ___

GENERAL NOTES RESTORATION

& NEW WORK

G002

C1

10'-0"AFF

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S :

LEVEL NAME W/ ELEVATION

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER,

AREA & OCCUPANCY

BUILDING SECTION NUMBER W/

SHEET NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

CEILING TAG WITH HEIGHT

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

CONTRACTOR FURNISH/

OWNER INSTALL

C.F.O.I.

C.F.C.I. CONTRACTOR FURNISH/

CONTRACTOR INSTALL

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS

CW. CURTAINWALL

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

Name Elevation

Room name

150 SF

S Y M B O L S :

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

WINDOW TAG1

COLD FORMED

STEEL FRAMING

CFS

C.S. CRAWL SPACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

G001

GENERAL NOTES,

ABBREVIATIONS, AND SYMBOLS

Owner

CORRECT EXTERIOR

DEFICIENCIES BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

G E N E R A L N O T E S - EXISTING FACILITIES :

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL

REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED,

THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING

DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER AND C.O.R.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF

EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING

CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL

CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST

BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE

C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK

SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R.

RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY NO

RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO

OCCUPIED SPACES.

8. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT

DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM.

COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND

SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO

OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN

SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING

INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE

C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO

PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION

INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL

REQUIRED PERMITS RELATED TO HOT WORK.

10. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE

STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS

AT ALL TIMES.

11. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR INDICATED IN

THE PLANS AND SPECIFICATIONS FOR RETENTION, SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS

RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES

BEYOND THE AREAS OF WORK. DAILY CLEAN UP OF INTERIOR AND EXTERIOR

WORK AREA SHALL BE PERFORMED DAILY.

12. REMOVAL OF A PARTICULAR ITEM SHALL INCLUDE ALL RELATED ITEMS, SUCH AS

REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE,

ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS

FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR

SHALL COORDINATE WITH ALL OTHER DISCIPLINES.

13. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT

DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

14. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE

THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY,

SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING

MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED

CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE

RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO

MATCH THE EXISTING FINISH.

15. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE

AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW

MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING

SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW

MATERIALS.

16. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE

ORDERING NEW MATERIAL.

SHEET ___ OF ___

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

G002

GENERAL NOTES

Owner

CORRECT EXTERIOR

DEFICIENCIES BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

G E N E R A L N O T E S - D E M O L I T I O N / R E S T O R A T I O N W O R K :

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL,

STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION

REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED.

MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT

MANUFACTURER'S INSTALLATION INSTRUCTIONIS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO

THE CONTRACTING OFFICER AND C.O.R. PRIOR TO PROCEEDING WITH

WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND

THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL

CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTING OFFICER AND C.O.R. THE

CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN

CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO

BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS

AND THE MANUFACTURER'S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE

NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE

INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR

MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO

NOTIFY THE TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,

METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY

INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA

REGULATIONS.

9. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS

DIRECTLY ONTO TRUCKS OR INTO DUMPSTER FOR REMOVAL. DISPOSE

OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW

DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO

ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE

WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE

PERMITTED TOACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

10. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES. ALL

CONSTRUCTION OPENINGS SHALL BE SEALED TIGHT AND CAULKED.

11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN

DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

12. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

13. THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION.

SHEET ___ OF ___

G E N E R A L N O T E S - N E W W O R K :

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL,

STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION

REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED.

MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT

MANUFACTURER'S INSTALLATION INSTRUCTIONIS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO

THE CONTRACTING OFFICER AND C.O.R. PRIOR TO PROCEEDING WITH

WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND

THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL

CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTING OFFICER AND C.O.R. THE

CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN

CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO

BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS

AND THE MANUFACTURER'S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE

NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE

INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR

MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO

NOTIFY THE TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,

METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY

INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA

REGULATIONS.

9. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS

DIRECTLY ONTO TRUCKS OR INTO DUMPSTER FOR REMOVAL. DISPOSE

OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW

DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO

ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE

WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE

PERMITTED TOACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

10. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES. ALL

CONSTRUCTION OPENINGS SHALL BE SEALED TIGHT AND CAULKED.

11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN

DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

12. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

13. THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION.

G E N E R A L N O T E S:

A. CONTRACTOR SHALL REPAIR DAMAGE TO FEATURES WORK NOT INCLUDED IN THIS SCOPE OF WORK AS A RESULT OF

CONSTRUCTION AND DEMOLITION ACTIVITIES.

B. ALL OPENINGS SHALL BE SECURED AND PROTECTED FROM THE ELEMENTS AT ALL TIMES.

C. WINDOW SASHES MAY BE TAKEN OFF SITE FOR RESTORATION BUT SHALL BE AVAIABLE DURING NORMAL BUSINESS

HOURS FOR COR INSPECTION.

D. ALL EXTERIOR PAINTED WOOD SHALL BE STRIPPED OF LOOSE PAINT AND MADE SMOOTH. THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERLY DAMAGED BY WEATHERING. CONTRACTOR SHALL ASSESS DAMAGE TO WOOD AND NOTIFY COR PRIOR TO THE START OF ANY WORK SO THAT THE UNIT CAN BE PROPERLY REPAIRED OR

REPLACED.

E. INDICATIONS FOR REFINISHING OF WOODWORK IS TO INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWNTO BARE WOOD. TAKE CARE NOT TO DAMAGE EXISTING WOOD PROFILES. SAND SMOOTH ALL SURFACES, REPAIR DAMAGE, SEAL WOOD AND REFINISH AS SPECIFIED OR NOTED. MAINTAIN ORIGINAL DIMENSIONS AND PROFILES.

F. **CAUSION** PAINT, CAULK AND WINDOW GLAZING MAY CONTAIN HAZARDOUS MATERIALS SUCH AS LEAD AND ASBESTOSE. REMOVAL AND DISPOSAL PROCEEDURES SHALL FOLLOW ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS PERTAINING TO THE HAZARDOUS MATERIALS.

G. CONTRACTORS TO FIELD VERIFY ALL CONDITIONS, QUANTITIES, AND DIMENSIONS PRIOR TO STARTING WORK, SUBMITTING SHOP DRAWINGS OR PROCUREING MATERIALS.

UNEXCAVATED

UP

STAIR

ENERGY CTR OFF.

002A

STORAGE

PIPE CHASE

TOILET

STORAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

AD101

RESTORATION PLAN

- BASEMENT

Owner

07/30/2021 CLW

CORRECT EXERIOR DEFICIENCIES

BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE

WHEN REMOVING NOT TO DAMAGE SASHES AND

FRAMES. NOTIFY COR OF UNFORSEEN

CONDITIONS. REMOVE WOOD SASHES AND LEAVE

WOOD FRAMES IN PLACE FOR RESTORATION.

REPLACE EXISTING GLASS SINGLE PANES WITH

DOUBLE INSULATED UNITS AS SPECIFIED.

REINSTALL RESTORED WINDOW SASHES ONLY

AFTER COR INSPECTS AND APPROVES QUALITY OF

EACH FINISHED UNIT.

2. WINDOW AC UNITS INCLUDING FRAMING TO BE

REMOVED AND REINSTALLED AFTER WINDOW

RESTORATION.

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

BASEMENT FLOOR PLAN

AD101

E1

11111

W1

W1 W1 W1 W1 W1 W1

AE202

F1

AE201

C1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

AD102

RESTORATION PLAN

- FIRST FLOOR

Owner

CLW

CORRECT EXERIOR DEFICIENCIES

BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

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

FIRST FLOOR PLAN

AD102

E1

W2

W2

W2

W2

W2 W2 W2 W2 W2

W2 W2

W2

W2 W2 W2 W2 W2 W2

1 1 1 1 1 1 1 1

1 1 1 1 1 1

W2

W2

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE

WHEN REMOVING NOT TO DAMAGE SASHES AND

FRAMES. NOTIFY COR OF UNFORSEEN

CONDITIONS. REMOVE WOOD SASHES AND LEAVE

WOOD FRAMES IN PLACE FOR RESTORATION.

REPLACE EXISTING GLASS SINGLE PANES WITH

DOUBLE INSULATED UNITS AS SPECIFIED.

REINSTALL RESTORED WINDOW SASHES ONLY

AFTER COR INSPECTS AND APPROVES QUALITY OF

EACH FINISHED UNIT.

2. WINDOW AC UNITS INCLUDING FRAMING TO BE

REMOVED AND REINSTALLED AFTER WINDOW

RESTORATION.

AE202

F1

AE202

B1

AE202

D1

AE201

F1

SHEET ___ OF ___

LOBBY DESK

MAIL BOXES

LOBBY DESK

THROUGH WALL

DOWN

STAIR

BOX LOBBY

MAIL WORK RM

MAILING

VESTIBULE

SVC LOBBY

POSTMASTER

STORAGE

TOILET

FIRST FLOOR

AIR CONDITIONING UNITS

UNEXCAVATED

UP

STAIR

ENERGY CTR OFF.

002A

STORAGE

PIPE CHASE

TOILET

STORAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE101

NEW WORK PLAN - BASEMENT

Owner

CLW

CORRECT EXERIOR DEFICIENCIES

BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

W2

1 1 1 11

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

BASEMENT FLOOR PLAN

AE101

E1

W2 W2W2 W2 W2

W2

SHEET ___ OF ___

AE202

F1

AE201

C1

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE

WHEN REMOVING NOT TO DAMAGE SASHES AND

FRAMES. NOTIFY COR OF UNFORSEEN

CONDITIONS. REMOVE WOOD SASHES AND LEAVE

WOOD FRAMES IN PLACE FOR RESTORATION.

REPLACE EXISTING GLASS SINGLE PANES WITH

DOUBLE INSULATED UNITS AS SPECIFIED.

REINSTALL RESTORED WINDOW SASHES ONLY

AFTER COR INSPECTS AND APPROVES QUALITY OF

EACH FINISHED UNIT.

2. WINDOW AC UNITS INCLUDING FRAMING TO BE

REMOVED AND REINSTALLED AFTER WINDOW

RESTORATION.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE102

NEW WORK PLAN - FIRST FLOOR

Owner

CLW

CORRECT EXERIOR DEFICIENCIES

BUILDING 53

621-19-110

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

No. Revisions: Date:

1 1 1 1 1 1 1 1

1 1 1 1 1 1

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

FIRST FLOOR PLAN

AE102

E1

W2 W2 W2

W2 W2

W2 W2 W2

W2

W2

W2

W2

W2 W2 W2W2 W2 W2

W2

W2

SHEET ___ OF ___

AE201

C1

AE202

F1

AE202

B1

AE202

D1

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE

WHEN REMOVING NOT TO DAMAGE SASHES AND

FRAMES. NOTIFY COR OF UNFORSEEN

CONDITIONS. REMOVE WOOD SASHES AND LEAVE

WOOD FRAMES IN PLACE FOR RESTORATION.

REPLACE EXISTING GLASS SINGLE PANES WITH

DOUBLE INSULATED UNITS AS SPECIFIED.

REINSTALL RESTORED WINDOW SASHES ONLY

AFTER COR INSPECTS AND APPROVES QUALITY OF

EACH FINISHED UNIT.

2. WINDOW AC UNITS INCLUDING FRAMING TO BE

REMOVED AND REINSTALLED AFTER WINDOW

RESTORATION.

#FIRST FLOOR

LOBBY DESK

MAIL BOXES

LOBBY DESK

THROUGH WALL

DOWN

STAIR

BOX LOBBY

MAIL WORK RM

MAILING

VESTIBULE

SVC LOBBY

POSTMASTER

STORAGE

TOILET

AIR CONDITIONING UNITS

GROUND FLOOR

12' - 0"

ATTIC

ROOF

GROUND PLAN

0' - 0"

12"

0' - 4"

26' - 2 5/8"

32' - 6 1/8"

GROUND FLOOR

4"

FIRST FLOOR

12' - 0"

ATTIC

23' - 9 1/2"

GROUND PLAN

0' - 0"

ROOF

30' - 1/4"

12"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

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

BID DOCUMENTSREVISIONS DATE NORTH ELEVATIONS

AE201CLW

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE WHEN REMOVING NOT TO DAMAGE SASHES

AND FRAMES. NOTIFY COR OF UNFORSEEN CONDITIONS. REMOVE WOOD WINDOW SASHES AND

LEAVING WOOD FRAMES IN PLACE FOR RESTORATION. REPLACE EXISTING GLASS PANES WITH

DOUBLE INSULATED GLASS PANES AS SPECIFIED. REINSTALL RESTORED WINDOW SASHES ONLY

AFTER COR APPROVES QUALITY OF EACH FINISHED UNIT.

2. EXISTING WINDOWS AC UNITS, ASSOCIATED WOOD INFILL FRAMING AND INSULATION TO BE

REMOVED AND DISPOSED OF.

3. EXISTING WINDOWS AC UNITS, ASSOCIATED WOOD INFILL FRAMING AND INSULATION TO BE

REMOVED AND STORED FOR REINSTALATION AFTER WINDOW RESTORATION.

4. EXISTING GUTTERS AND DOWN SPOUTS TO BE INSPECTED, CLEANED, REPAIRED AND SEALED AS

NEEDED TO FIX ALL LEAKS.

5. NEWLY RESTORED WINDOWS. RECAULK AROUND FRAMES INSIDE AND OUT. USE PAINTABLE

CAULK AS CLOSE IN COLOR TO WINDOW PAINT FINISH.

7. INFILL BRICK, WOOD STUDS, INSULATION, AND INTEROR WALL FINISH TO MATCH ADJACENT FINISHES. TOOTH IN NEW BRICK TO EXISTING ON EXTERIOR WYTHE. BRICK AND MORTER TYPES, TEXTURE, SIZE, COLOR AND INSTALLATION QUALITY SHALL MATCH EXISTING. CONTACTOR TO

DEVELOP SAMPLE BATCHES FOR TEXTURE AND COLOR SELECTION.

8. CELAN AND TUCKPOINT BRICK BUMPOUT GROUND TO ROOF WHERE DAMAGED FROM LEAKING

DOWNSPOUT. GROUT TYPE, COLOR ,TEXTURE OF INSTALLATION QUALITY SHALL MATCH EXISTING.

9. CLEAN AND TUCKPOINT BRICK BUMPOUT GROUND TO ROOF WHERE DAMAGED FROM LEAKING

DOWNSPOUT. GROUT SHALL TYPE, COLOR ,TEXTURE OF INSTALLATION QUALITY SHALL MATCH

EXISTING.

6. EXTEND EXISTING DOWN SPOUT AND PROVIDE CONCRETE

SPLASH BLOCK.

10. UPPER SASH IS PULLED DOWN TO ALLOW SPACE FOR INSTALLED WINDOW AC UNIT .

CORRECT EXTERIOR

DEFICIENCIES BLDG. 53

621-19-110

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

EXISTING SOUTH ELEVATION

AE201

C1

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

NEW SOUTH ELEVATION

AE201

F1

W1

W1

W1

W1

W1

W1

W1

W1

W2

W2

W2

W2

W2

W2

W2

W1 W1 W1 W1 W1 W1 W1 W1

W2 W2 W2 W2 W2

1 1 11 1

1111111

12"

12' - 0"

ATTIC

26' - 2 5/8"

ROOF

32' - 6 1/8"

FIRST FLOOR

12' - 0"

ATTIC

26' - 2 5/8"

ROOF

32' - 6 1/8"

GROUND FLOOR

FIRST FLOOR

12' - 0"

ATTIC

ROOF

GROUND PLAN

0' - 4"

26' - 2 5/8"

32' - 6 1/8"

W1 W2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Chief Engineering

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

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

BID DOCUMENTSREVISIONS DATE

SOUTH, EAST, WEST

AE202CLW

ELEVATIONS AND DOOR DETAILS

CORRECT EXTERIOR

DEFICIENCIES BLDG. 53

621-19-110

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

NORTH ELEVATION

AE202

B1

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

EAST ELEVATION

AE202

D1

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

WEST ELEVATION

AE202

F1

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

WINDOW DETAILS

AE202

D6

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W1

1 5

W2

1 5

W2

1 5

SHEET ___ OF ___

4 4

4 4

D R A W I N G N O T E S :

1. EXISTING WINDOWS TO BE RESTORED. TAKE CARE WHEN REMOVING NOT TO DAMAGE SASHES

AND FRAMES. NOTIFY COR OF UNFORSEEN CONDITIONS. REMOVE WOOD WINDOW SASHES

AND LEAVING WOOD FRAMES IN PLACE FOR RESTORATION. REPLACE EXISTING GLASS PANES

WITH DOUBLE INSULATED GLASS PANES AS SPECIFIED. REINSTALL RESTORED WINDOW

SASHES ONLY AFTER COR APPROVES QUALITY OF EACH FINISHED UNIT.

2. EXISTING WINDOWS AC UNITS, ASSOCIATED WOOD INFILL FRAMING AND INSULATION TO BE

REMOVED AND DISPOSED OF.

3. EXISTING WINDOWS AC UNITS, ASSOCIATED WOOD INFILL FRAMING AND INSULATION TO BE

REMOVED AND STORED FOR REINSTALATION AFTER WINDOW RESTORATION.

4. EXISTING GUTTERS AND DOWN SPOUTS TO BE INSPECTED, CLEANED, REPAIRED AND SEALED

AS NEEDED TO FIX ALL LEAKS.

5. NEWLY RESTORED WINDOWS. RECAULK AROUND FRAMES INSIDE AND OUT. USE PAINTABLE

CAULK AS CLOSE IN COLOR TO WINDOW PAINT FINISH.

6. EXTEND EXISTING DOWN SPOUT AND PROVIDE CONCRETE SPLASH BLOCK.

7. INFILL BRICK, WOOD STUDS, INSULATION, AND INTEROR WALL FINISH TO MATCH ADJACENT

FINISHES. TOOTH IN NEW BRICK TO EXISTING ON EXTERIOR WYTHE. BRICK AND MORTER

TYPES, TEXTURE, SIZE, COLOR AND INSTALLATION QUALITY SHALL MATCH EXISTING.

CONTACTOR TO DEVELOP SAMPLE BATCHES FOR TEXTURE AND COLOR SELECTION.

8. CELAN AND TUCKPOINT BRICK BUMPOUT GROUND TO ROOF WHERE DAMAGED FROM LEAKING

DOWNSPOUT. GROUT TYPE, COLOR ,TEXTURE OF INSTALLATION QUALITY SHALL MATCH

EXISTING.

9. CLEAN AND TUCKPOINT BRICK BUMPOUT GROUND TO ROOF WHERE DAMAGED FROM LEAKING

DOWNSPOUT. GROUT SHALL TYPE, COLOR ,TEXTURE OF INSTALLATION QUALITY SHALL MATCH

EXISTING.

10. UPPER SASH IS PULLED DOWN TO ALLOW SPACE FOR INSTALLED WINDOW AC UNIT .