ESBD_393688_1738703429313_HHS0015184 Attachment H-3a.pdf

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DEMOLITION LEGEND

DASHED LINE INDICATES ITEMS TO

BE DEMOLISHED

EXISTING CHAIN LINK FENCE TO REMAIN

HATCH AREA INDICATES EARTHWORK

DEMOLITION SCOPE OF WORK

HATCH AREA INDICATES CONCRETE

DEMOLITION SCOPE OF WORK

INDICATES TREES THAT NEED TO

BE DEMOLISHED

ALAMO HALL

BUILDING 521

SERVICE ROAD E.

WAHRMUND CT.

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SEIDEL LEARNING CENTER

BUILDING 598

EXISTING MECH.

YARD

MAIN ENTRY

EXISTING

MECH.

BLDG.

39' - 0"

29' - 2 1/4"

/8

5' - 0" 5' - 0"

/4

12' - 0"

17' - 11 1/2"

/8

25' - 9 7/8"

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10' - 0"

7' - 6"

/2

/4

5' - 0" 6

/8

5' - 2 7/8"

5' - 0"

55' - 9 1/2"

57' - 7 7/8"

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V.F.

37' - 9 1/2"

17' - 3 1/2"

6' - 5 1/2"

/2

72' - 2 1/2"

5'

/2

39 39

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50' - 0 1/2"

/8

5'

DEMOLITION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW CONSTRUCTION GENERAL NOTES.

B. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY OWNER. COORDINATE TIMING OF

REQUIRED CONSTRUCTION ACCESS / EGRESS WITH THE OWNER TO MINIMIZE INCONVENIENCE TO THE OWNER.

C. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF STAGING AREA, DUMPSTERS AND CONSTRUCTION

WORKER'S PARKING WITH OWNER. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO

THE OWNER ANY DAMAGED CAUSED BY CONTRACTOR'S STAGING AREA, LAYDOWN YARD, PARKING AREA OR DUMPSTER.

D. VERIFY WITH OWNER FOR THE RELOCATION, SALVAGE OR DISPOSAL OF ITEMS. SALVAGEABLE ITEMS TO BE RETURNED TO

OWNER UNLESS OTHERWISE DIRECTED BY OWNER. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF REMAINING ITEMS

SCHEDULED FOR DEMOLITION.

E. EVERYDAY GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER'S APPROVED SUPERINTENDENT AND KEEP ON-

GOING LOG WITH SUB-CONTRACTOR AND GENERAL CONTRACTOR'S EMPLOYEES AT THE JOBSITE.

F. REFER TO CIVIL, MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

G. COORDINATE ALL CEILING OPENINGS AND DEMOLITION WORK WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

H. REFER TO SHEET A0.1 FOR LIST OF ALTERNATES.

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JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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DEMOLITION SITE PLAN

2153.A

11/15/24

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FINAL CONSTRUCTION DOCUMENTS

SCALE : 1" = 20'-0"

DEMOLITION SITE PLAN

NORTH

KEYNOTES

1 EXISTING CONCRETE RAMP TO BE REMOVED IN ITS ENTIRETY. PREP AREA FOR NEW RAMP, REFER TO NEW

CONSTRUCTION.

2 EXISTING TREE TO BE REMOVED IN ITS ENTIRETY. BACKFILL HOLE AS REQUIRED AND PROVIDE NEW SOD.

3 DASH LINE INDICATES LOCATION OF NEW SECURITY FENCING.

4 EXISTING AREA TO BE EXCAVATED FOR NEW SIDEWALK AND HC ACCESS RAMP, REMOVE SECTION OF EXISTING CURBS, REFER TO CIVIL DRAWINGS.

5 EXISTING GENERATOR, FENCING, AND CONCRETE PAD TO BE REMOVED, COORDINATE WITH OWNER FOR SALVAGING

EXISTING GENERATOR. PREP AREA FOR LARGER PAD AND GENERATOR, REFEER TO MEP DRAWINGS.

6 EXISTING CONCRETE RAMP AND HANDRAILS TO REMAIN. PREP HANDRAILS FOR NEW PAINT. CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

7 EXISTING 12'-0" NO-CLIMB CHAINLINK FENCE WITH CONCRETE FOOTINGS TO REMAIN.

8 EXISTING PARKING STRIPES TO REMAIN, REPAINT EXISTING PARKING STRIPES AND ADD "NO PARKING".

9 REMOVE EXISTING CURB AND EXCAVATE AREA FOR NEW DRIVEWAY AND SALLYPORT. REFER TO CIVIL DRAWINGS.

10 PREP GROUND FOR NEW BUILDING ADDITION.

11 EXISTING SIDEWALK TO BE REMOVED IN ITS ENTIRETY, CONTRACTOR SHALL PREP AREA FOR NEW SOD AND CONCRETE

SIDEWALK.

12 EXISTING PARKING TO REMAIN, REPAINT EXISTING PARKING STRIPES.

13 EXISTING CONCRETE PAD TO REMAIN.

14 EXISTING CHILLER YARD CONCRETE PAD AND PORTION OF SECURITY FENCE TO REMAIN.

15 EXISTING STAIR ENCLOSURE AND NO CLIMB FENCE TO REMAIN.

16 EXISTING CONCRETE STEPS TO REMAIN. PREPARE RAILING FOR REPAINTING.

17 REMOVE EXISTING BASKETBALL PAINTED STRIPES.

18 PREP GROUND FOR NEW CONCRETE RAMP, LANDING AND SIDEWALK.

19 EXISTING CHILLER YARD FENCEING TO REMAIN. REMOVE PORTION OF FENCING AS REQUIRED FOR NEW CONSTRUCTION

OF BUILDING ADDITION.

20 EXISTING CONCRETE SIDEWALK TO REMAIN.

21 EXISTING CONCRETE SIDEWALK TO BE REMOVED. PREP AREA FOR NEW BUILDING ADDITION.

22 EXISTING CONCRETE DRIVE TO REMAIN.

23 EXISTING SIDEWALK TO BE RE-WORKED TO BE ADA COMPLIANT.

24 EXISTING FIRE HYDRANT TO REMAIN.

25 EXISTING FENCE TO BE REMOVED IN ITS ENTIRETY.

26 EXCAVATE AREA FOR NEW GENERATOR CONCRETE PAD. GENERAL CONTRACTOR TO VERIFY FINAL DIMENSIONS WITH

SELECTED GENERATOR REQUIREMENTS.

27 CONTRACTOR SHALL PROTECT TREE WHILE EXCAVATING FOR NEW SIDEWALK.

28 EXISTING HANDICAP SIGNS TO BE REMOVED AND RELOCATED.

29 EXISTING PARK BENCHES TO BE REMOVED, COORDINATE WITH OWNER IF EQUIPMENT SHALL BE SALVAGABLE.

30 EXISTING OUTDOOR EXERCISE EQUIPMENT TO REMAIN, CONTRACTOR TO STORE AND REINSTALL.

31 EXISTING INGROUND TABLE AND SHADE STRUCTURE TO BE REMOVED, COORDINATE WITH OWNER IF EQUIPMENT SHALL

BE SALVAGABLE. REMOVE CONCRETE FOOTING OF SHADE STRUCTURE, BACKFILL HOLE AND PROVIDE NEW SOD.

32 AREA INDICATES WHERE NEW FENCE GATE TO BE INSTALLED.

33 EXISTING BENCH SWING STRUCTURE TO BE REMOVED, COORDINATE WITH OWNER IF EQUIPMENT SHALL BE

SALVAGABLE.

34 EXISTING ROOF TO REMAIN. REFER TO ALTERNATE NO.2 FOR ROOF REPLACEMENT.

35 REMOVE EXISTING PLANTER, COORDINATE WITH OWNER IF PLANTER SHALL BE SALVAGABLE.

36 EXISTING GRATE INLET WITH SUMP PUMP TO REMAIN.

37 REMOVE EXISTING TREE TRUNK IN IT'S ENTIRETY, BACKFILL HOLE AND PROVIDE NEW SOD.

38 EXISTING DUMPSTER TO REMAIN.

39 EXISTING CONCRETE WHEEL STOPS TO REMAIN.

40 REMOVE ASPHALT AND PREP FOR NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS.

41 EXISTING "DOCTORS ONLY" RESERVED PARKING STALL TO REMAIN.

42 EXISTING BASKETBALL HOOP TO BE REMOVED AND REINSTALLED. COORDINATE NEW LOCATION WITH OWNER

43 EXISTING CONCRETE STOOP WITH TILE TO REMAIN.

44 PREP AREA FOR NEW CONCRETE DRIVE.

45 EXISTING RAILING SYSTEM TO BE REMOVED.

46 DASHED LINE INDICATES BUILDING WALL BELOW.

47 EXISTING ROOF TO REMAIN.

48 EXISTING MANHOLE TO BE RELOCATED.

49 EXISTING STOOP TO BE REMOVED.

50 REMOVE EXISTING NO-CLIMB FENCE FROM SLAB TO UNDERSIDE OF STAIR LANDING.

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No. Description Date

1 ADDENDUM 1 1/31/2025

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DEMOLITION LEGEND

EXISTING EXTERIOR WALL TO REMAIN.

EXISTING INTERIOR WALL TO REMAIN.

REMOVE EXISTING WALL IN THEIR ENTIRETY.

WALLS CONSIST OF METAL STUDS WITH TWO

LAYERS OF HIGH IMPACT GYPSUM BOARD.

EXISTING DOOR, DOOR HARDWARE AND

FRAME TO BE REMOVED IN ITS ENTIRETY,

UNLESS OTHERWISE NOTED.

REMOVE EXISTING FENCE GATE.

DASH LINE INDICATES ITEM TO BE REMOVED IN

ITS ENTIRETY, UNLESS NOTED OTHERWISE.

GREY SOLID LINE INDICATES ITEM TO REMAIN,

UNLESS NOTED OTHERWISE.

HATCH AREA INDICATES EARTHWORK

DEMOLITION SCOPE OF WORK.

HATCH AREA INDICATES CONCRETE

DEMOLITION SCOPE OF WORK.

REMOVE EXISTING FENCING.

EXISTING DOOR TO REMAIN.

MECHANICAL YARD

D.F.

REF

REF

DELIVERY DRIVE

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DOCTOR'S

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CONSULT

PNA

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STORAGE

NURSE

MANAGER

PROGRAM

COORDINATOR

ADMIN

OFFICE STORAGE

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CLERK

OFFICE

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ROOM

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STORAGE

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NURSE/

CONTROL

STATION

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RISER

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& REC

OFFICE

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KITCHEN

THERAPY

& REC

ROOM

LOBBY STORAGE

PSYCHOLOGISTS

DOCTOR'S

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CONSULT

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NOTE: REFER TO DEMOLITION FINISH FLOOR PLAN

SHEET A1.2A FOR ADDITIONAL DEMOLITION.

25' - 9 7/8"

30 30 30 30

18' - 0"

/2

/2

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NOTE: REFER TO A10 SERIES FOR DEMOLITION OF

FURNITURE AND EQUIPMENT.

4' - 3"

A1.8

A4.3

A1.8

STAFF T/R

/2

DEMOLITION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW CONSTRUCTION GENERAL NOTES.

B. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY OWNER. COORDINATE TIMING OF

REQUIRED CONSTRUCTION ACCESS / EGRESS WITH THE OWNER TO MINIMIZE INCONVENIENCE TO THE OWNER.

C. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF STAGING AREA, DUMPSTERS AND CONSTRUCTION

WORKER'S PARKING WITH OWNER. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO THE OWNER ANY DAMAGED CAUSED BY CONTRACTOR'S STAGING AREA, LAYDOWN YARD, PARKING AREA OR DUMPSTER.

D. VERIFY WITH OWNER FOR THE RELOCATION, SALVAGE OR DISPOSAL OF ITEMS. SALVAGEABLE ITEMS TO BE RETURNED TO OWNER UNLESS OTHERWISE DIRECTED BY OWNER. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF REMAINING ITEMS

SCHEDULED FOR DEMOLITION.

E. EVERYDAY GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER'S APPROVED SUPERINTENDENT AND KEEP ON-

GOING LOG WITH SUB-CONTRACTOR AND GENERAL CONTRACTOR'S EMPLOYEES AT THE JOBSITE.

F. REFER TO CIVIL, MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

G. COORDINATE ALL CEILING OPENINGS AND DEMOLITION WORK WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

H. REFER TO SHEET A0.1 FOR LIST OF ALTERNATES.

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JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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ALAMO HALL BLDG 521 - DEMOLITION FIRST

FLOOR PLAN

2153.A

11/15/24

IA/MC

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FINAL CONSTRUCTION DOCUMENTS

DEMOLITION KEYNOTES

1 EXISTING CONCRETE RAMP TO BE REMOVED IN ITS ENTIRETY. PREP AREA FOR NEW RAMP, REFER TO NEW CONSTRUCTION.

2 PREP GROUND FOR NEW BUILDING ADDITION.

3 PREP GROUND FOR NEW CONCRETE RAMP, LANDING AND SIDEWALK.

4 PORTION OF EXISTING SECURITY FENCE AND GATE TO BE REMOVED FOR NEW BUILDING ADDITION.

EXISTING MILLWORK AND COUNTERTOP SINK TO BE REMOVED AND STORED FOR REINSTALLATION AT NEW NOISY/ DINING 129. REFER TO NEW

CONSTRUCTION PLAN.

6 EXISTING HOLLOW METAL FRAME AND LEXAN GLAZING PARTITION TO BE REMOVED IN ITS ENTIRETY.

7 EXISTING WALL MOUNTED HAND SINK AND PIPE COVERS TO BE REMOVED AND STORED FOR REINSTALLATION.

8 EXISTING WINDOWS TO BE REMOVED IN THEIR ENTIRETY.

9 REMOVE EXISTING MILLWORK IN THEIR ENTIRETY, COORDINATE WITH OWNER FOR SALVAGEABLE ITEMS.

10 EXISTING FIRE EXTINGUISHER CABINET TO REMAIN.

11 EXISTING NON-LIGATURE RESISTANT PLUMBING FIXTURES TO BE REMOVED AND STORED FOR REINSTALLATION.

12 DASH LINE INDICATES LOCATION OF NEW SECURITY FENCING.

13 EXISTING ROOF LADDER TO REMAIN.

14 EXISTING CONCRETE RAMP TO REMAIN.

15 REMOVE EXISTING FLOOR MATERIAL, REFER TO DEMOLITION FINISH FLOOR PLANS.

16 REMOVE EXISTING WALL TILE AND BACKER BOARD IN ENTIRE RESTROOM.

17 EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED AND STORED FOR REINSTALL.

18 EXISTING STAIRS AND SECURITY FENCING TO REMAIN.

19 EXISTING WINDOW SYSTEM TO REMAIN, REMOVE 1/4" TEMPERED GLAZING ON INTERIOR SIDE. PREP FOR NEW 1/2" LEXAN AND INTEGRAL BLIND.

20 EXISTING LIGATURE RESISTANT PLUMBING FIXTURES TO BE REMOVED AND STORED FOR REINSTALLATION.

EXISTING GENERATOR, FENCING, AND CONCRETE PAD TO BE REMOVED, COORDINATE WITH OWNER FOR SALVAGING EXISTING GENERATOR. PREP

AREA FOR LARGER PAD AND GENERATOR, REFEER TO MEP DRAWINGS.

EXCAVATE AREA FOR NEW GENERATOR CONCRETE PAD. GENERAL CONTRACTOR TO VERIFY FINAL DIMENSIONS WITH SELECTED GENERATOR

REQUIREMENTS.

EXISTING LOCKERS AND BASE TO BE REMOVED AND STORED FOR REINSTALLATION AT SEIDEL BUILDING-598. CONTRACTOR SHALL PROTECT

DURING ALL PHASES OF CONSTRUCTION.

24 REMOVE EXISTING EPOXY FLOOR AND FLOOR DRAIN IN THEIR ENTIRETY. PREP FLOOR FOR NEW CONSTRUCTION.

25 EXISTING ELEVATOR CAB AND HYDRAULIC TO BE REMOVED.

EXISTING LIGATURE RESISTANT TOILET ACCESSORIES (MIRRORS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, HAND SANITIZER DISPENSER, TOWEL HOOK, AND GRAB BARS) TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

27 EXISTING CHILLER YARD FENCEING TO REMAIN. REMOVE PORTION OF FENCING AS REQUIRED FOR NEW CONSTRUCTION OF BUILDING ADDITION.

28 EXISTING SECURITY FENCE TO REMAIN.

29 EXISTING MILLWORK AND COUNTERTOP SINK TO BE REMOVED AND STORED FOR REINSTALLATION AT SEIDEL BUILDING 598 - NEW BREAKROOM.

30 EXISTING ROOM TO REMAIN.

31 EXISTING MILLWORK AND COUNTERTOP SINK TO BE REMOVED AND STORED FOR REINSTALLATION AT NEW EXAM ROOM 102.

EXISTING TV AND TV MOUNT TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

33 EXISTING HOPPER SINK TO BE REMOVED AND STORED FOR REINSTALL. REMOVE EXISTING RAISED FLOOR PLATFORM.

EXISTING SURFACE MOUNTED DISPLAY CASE TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL

PHASES OF CONSTRUCTION.

35 EXISTING METAL LOCKERS TO BE REMOVED IN THEIR ENTIRETY.

EXISTING REFRIGERATOR TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

37 REMOVE EXISTING DISPLAY CASE AND WALL IN THEIR ENTIRETY.

EXISTING LAND LINE TELEPHONE TO BE REMOVED AND STORED FOR RELOCATION. CONTRACTOR SHALL COORDINATE NEW LOCATION WITH

OWNER AND PROTECT DURING ALL PHASES OF CONSTRUCTION.

EXISTING NON-LIGATURE RESISTANT SOAP DISPENSER, PAPER TOWEL DISPENSER AND HAND SANITIZER DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION.

EXISTING NON-LIGATURE RESISTANT SOAP DISPENSER AND HAND SANITIZER DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION.

CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION.

EXISTING LIGATURE RESISTANT PAPER TOWEL DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT

DURING ALL PHASES OF CONSTRUCTION.

42 REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING IN THEIR ENTIRETY. REFER TO MEP DRAWINGS.

EXISTING ICE/ WATER MACHINE TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

EXISTING LIGATURE RESISTANT PAPER TOWEL DISPENSER AND SOAP DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION.

CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION.

45 EXISTING TV MONITOR TO REMAIN, CONTRACTOR SHALL PROTECT DURING CONSTRUCTION.

46 EXISTING DRINKING FOUNTAINS TO REMAIN. PROTECT DURING CONSTRUCTION.

47 REMOVE PORTION OF EXISTING EXTERIOR WALL IN IT'S ENTIRETY.

EXISTING AED CABINET TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

49 REMOVE EXISTING FIRE ALARM CONTROL PANEL, COORDINATE WITH OWNER FOR EXACT RELOCATION.

50 REMOVE EXISTING KG181 ANTI-LIGATURE FLOOR STOP, PATCH AND REPAIR FLOOR TO REMAIN. VERIFY WITH OWNER TO BE SALVAGED.

51 REMOVE HIGH AND LOW INTERIOR PARTIONS, REMOVE HANDRAILS, AND REMOVE EXTERIOR DOOR.

52 EXISTING WALL TILE TO REMAIN.

53 REMOVE EXISTING DOOR, DOOR FRAME AND TRANSOM. PREP WALL FOR NEW BRICK AND DOOR.

54 REMOVE SECTION OF EXISTING BRICK WALL. PREP WALL FOR NEW OPENING.

55 REMOVE EXISTING HANDRAILS, FLOORING, AND RUBBER STAIR TREADS.

56 PREP EXISTING FLOOR AREA FOR NEW CONCRETE INFILL.

57 REMOVE EXISTING SIDEWALK.

58 REMOVE DOOR, DOOR HARDWARE, AND FRAME. ENLARGE WALL OPENING TO 4'-4".

EXISTING LIGATURE RESISTANT HAND SANITIZER DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL

PROTECT DURING ALL PHASES OF CONSTRUCTION.

60 REMOVE EXISTING HYDRAULIC MACHINE ROOM EQUIPMENT.

61 REFER TO EQUIPMENT DRAWING.

62 EXISTING SIDEWALK TO REMAIN, CONTRACTOR TO PROTECT DURING DEMO.

NORTH

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

DEMOLITION FIRST FLOOR PLAN

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Revision Schedule

No. Description Date

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UP

DEMOLITION LEGEND

EXISTING EXTERIOR WALL TO REMAIN.

EXISTING INTERIOR WALL TO REMAIN.

REMOVE EXISTING WALL IN THEIR ENTIRETY.

WALLS CONSIST OF METAL STUDS WITH TWO

LAYERS OF HIGH IMPACT GYPSUM BOARD.

EXISTING DOOR, DOOR HARDWARE AND

FRAME TO BE REMOVED IN ITS ENTIRETY,

UNLESS OTHERWISE NOTED.

REMOVE EXISTING FENCE GATE.

DASH LINE INDICATES ITEM TO BE REMOVED IN

ITS ENTIRETY, UNLESS NOTED OTHERWISE.

GREY SOLID LINE INDICATES ITEM TO REMAIN,

UNLESS NOTED OTHERWISE.

HATCH AREA INDICATES EARTHWORK

DEMOLITION SCOPE OF WORK.

HATCH AREA INDICATES CONCRETE

DEMOLITION SCOPE OF WORK.

REMOVE EXISTING FENCING.

EXISTING DOOR TO REMAIN.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

ADA

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

MECH

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

ADA

PATIENT

ROOM

PATIENT T/R

PATIENT T/R

PATIENT T/R

PATIENT T/R

PATIENT T/R

PATIENT T/R

ADA

PATIENT

T/R

STORAGE

STORAGE

PATIENT

T/R

MECH

ROOM

STAFF T/R STAFF T/R

RENOVATED

ELEVATOR

MEDICATION

ROOM

MEDICAL

RECORDS

NURSE

STATION

COMFORT

ROOM

ELECT.

ROOM

EVS

ANTE

ROOM

ANTE

ROOM T/R

ADA

PATIENT

T/R

SECLUSION

ROOM

PATIENT

T/R

STORAGE

MECH

ROOM

STORAGE

STORAGE

PATIENT

LAUNDRY

VESTIBULE

PATIENT

ROOM

EX

E X

EX EX

EX

E X

EX

EX

EX

E X

ACTIVITY

ROOM

CORRIDOR

E X

IS

T

R

R

ID

O R

EX

C

E X

IS

T

R

R

ID

O R

E X

IS

T

R

R

ID

O R

F.E.C.

ROOF

ROOFROOF CORRIDOR

A1.10

NOTE: REFER TO DEMOLITION FINISH FLOOR PLAN

SHEET A1.3A FOR ADDITIONAL DEMOLITION.

PATIENT T/R

PATIENT T/R

PATIENT T/R

1 13

14 15

14 15

NOTE: REFER TO A10 SERIES FOR DEMOLITION

OF FURNITURE AND EQUIPMENT

6' - 10 1/2"

15 20

24 21

28 29

301515

16 18

32 32

32 31

F

IE

L D

V E

R

IF

Y

A7.1

DEMOLITION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW CONSTRUCTION GENERAL NOTES.

B. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY OWNER. COORDINATE TIMING OF

REQUIRED CONSTRUCTION ACCESS / EGRESS WITH THE OWNER TO MINIMIZE INCONVENIENCE TO THE OWNER.

C. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF STAGING AREA, DUMPSTERS AND CONSTRUCTION

WORKER'S PARKING WITH OWNER. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO THE OWNER ANY DAMAGED CAUSED BY CONTRACTOR'S STAGING AREA, LAYDOWN YARD, PARKING AREA OR DUMPSTER.

D. VERIFY WITH OWNER FOR THE RELOCATION, SALVAGE OR DISPOSAL OF ITEMS. SALVAGEABLE ITEMS TO BE RETURNED TO OWNER UNLESS OTHERWISE DIRECTED BY OWNER. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF REMAINING ITEMS

SCHEDULED FOR DEMOLITION.

E. EVERYDAY GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER'S APPROVED SUPERINTENDENT AND KEEP ON-

GOING LOG WITH SUB-CONTRACTOR AND GENERAL CONTRACTOR'S EMPLOYEES AT THE JOBSITE.

F. REFER TO CIVIL, MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

G. COORDINATE ALL CEILING OPENINGS AND DEMOLITION WORK WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

H. REFER TO SHEET A0.1 FOR LIST OF ALTERNATES.

SUMP PUMP - TO BE

RELOCATED

EXISTING CONCRETE

STAIRS AND

RETAINING WALL

REMOVE EXISTING

HYDRAULIC

ELEVATOR PISTON

AND CYLINDER.

INFILL HOLE WITH

CONCRETE.

REMOVE EXISTING

ELEVATOR

STRUCTURAL

SUPPORTS

REMOVE CONCRETE

FLOOR AS REQUIRED

FOR SUMP PUMP

EXISTING

ELEV. PIT

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

RIC

S

A

T

T E

C A LH

R

G

O M

ETI

S

CT

E X

T F

E

A S

JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

C

SHEET

P R

O J E

C T

N U

M B

E R

-2

-S

A H

A T

S A

N A

N T

O N

IO

S

T A

T E

H O

S P

IT

A

L

D A

T E

/3

/2

:4 :5

P

M

/3

/2

A1.3

ALAMO HALL BLDG 521 - DEMOLITION SECOND

FLOOR PLAN

2153.A

11/15/24

IA/MC

JW/TR

A L A

M O

H A

L L G

E R

IA

T

R

IC

M S

U R

E N

O V

A T

IO

N

S T

E X

A S

S T

A T

E H

E A

L T

H A

N D

H U

M A

N S

E R

V

IC

E S

C O

M M

IS

S

IO

N

S

N

E W

B R

A U

N F

E L S

A V

E

S A

N A

N T

O N

IO

T E

X A

S

FINAL CONSTRUCTION DOCUMENTSNORTH

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

DEMOLITION SECOND FLOOR PLAN

DEMOLITION KEYNOTES

1 REMOVE EXISTING MILLWORK IN THEIR ENTIRETY, COORDINATE WITH OWNER FOR SALVAGEABLE ITEMS.

2 EXISTING WALL MOUNTED HAND SINK AND PIPE COVERS TO BE REMOVED AND STORED FOR REINSTALLATION.

3 EXISTING LIGATURE RESISTANT PLUMBING FIXTURES TO BE REMOVED AND STORED FOR REINSTALLATION.

EXISTING SHOWER FIXTURE TO BE REMOVED AND STORED FOR REINSTALLATION. REMOVE SHOWER WALLS, FLOOR

DRAIN AND FLOORING TO BE REMOVED. COORDINATE WITH OWNER FOR SALVAGEABLE ITEMS.

5 REMOVE PORTION OF EXISTING EXTERIOR WALL IN IT'S ENTIRETY.

6 EXISTING DRINKING FOUNTAINS TO REMAIN. PROTECT DURING CONSTRUCTION.

7 REMOVE EXISTING SLIDING DOOR AND TRACK IN ITS ENTIRETY. PATCH, REPAIR AND REPAINT. FURRDOWN TO REMAIN.

8 EXISTING ROOF LADDER TO REMAIN.

9 EXISTING ELEVATOR CAB AND HYDRAULIC TO BE REMOVED.

10 EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED AND STORED FOR REINSTALL.

11 EXISTING FIRE EXTINGUISHER CABINET TO REMAIN.

12 EXISTING LOW WALL TO BE REMOVED. PATCH AND REPAIR FLOOR TO REMAIN.

13 REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING IN THEIR ENTIRETY. REFER TO MEP DRAWINGS.

EXISTING LIGATURE RESISTANT TOILET ACCESSORIES (MIRRORS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, HAND SANITIZER DISPENSER, TOWEL HOOK, AND GRAB BARS) TO BE REMOVED AND STORED FOR REINSTALLATION.

CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION.

15 REMOVE EXISTING WALL TILE AND BACKER BOARD IN ENTIRE RESTROOM.

16 EXISTING ROOM TO REMAIN.

17 REMOVE EXISTING FLOOR MATERIAL, REFER TO DEMOLITION FINISH FLOOR PLANS.

18 EXISTING FLOORING AND FLOOR DRAIN TO REMAIN.

19 REMOVE EXISTING EPOXY FLOOR AND FLOOR DRAIN IN THEIR ENTIRETY. PREP FLOOR FOR NEW CONSTRUCTION.

20 REMOVE PORTION OF EXISTING WALL, AND SHOWER GRAB BAR TO BE REMOVED AND STORED FOR REINSTALLATION.

EXISTING NON-LIGATURE RESISTANT SOAP DISPENSER, PAPER TOWEL DISPENSER AND HAND SANITIZER DISPENSER TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING ALL PHASES OF

CONSTRUCTION.

22 REMOVE EXISTING MED ROOM PASS THRU WINDOW IN IT'S ENTIRETY.

23 EXISTING MED ROOM EQUIPMENT TO BE REMOVED, STORED AND RELOCATED. REFER TO A10 SERIES DRAWINGS.

EXISTING AED CABINET TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT DURING

ALL PHASES OF CONSTRUCTION.

25 EXISTING MILLWORK TO REMAIN, CONTRACTOR SHALL PROTECT DURING ALL PHASES OF CONSTRUCTION.

26 REMOVE EXISTING FIRE ALARM CONTROL PANEL, COORDINATE WITH OWNER FOR EXACT RELOCATION.

27 EXISTING FLOORING TO REMAIN, PATCH DEMO AREA AS REQUIRED.

EXISTING SURFACE MOUNTED DISPLAY CASE TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL

PROTECT DURING ALL PHASES OF CONSTRUCTION.

EXISTING TV AND TV MOUNT TO BE REMOVED AND STORED FOR REINSTALLATION. CONTRACTOR SHALL PROTECT

DURING ALL PHASES OF CONSTRUCTION.

REMOVE EXISTING TILE FLOORING AND FLOOR DRAIN IN IT'S ENTIRETY, PROVIDE FLOOR LEVELOR AND PREP FLOOR FOR

NEW CONSTRUCTION.

31 EXISTING ELECTRICAL BOX TO REMAIN AND BE COVERED WITH BLANK PLATE.

REMOVE EXISTING KG181 ANTI-LIGATURE FLOOR STOP, PATCH AND REPAIR FLOOR TO REMAIN. VERIFY WITH OWNER TO

BE SALVAGED.

33 REMOVE UPPER WOOD SHELVING AND BRACKETS, COORDINATE WITH OWNER FOR SALVAGABLE ITEMS.

34 REMOVE EXISTING SHELVING, STORE AND REINSTALL IN STORAGE ROOM.

X

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

BASEMENT STAIRS S6

Revision Schedule

No. Description Date

O O

X X

C C

V V

X X

X X

S S

X X

DN

DN

DN

DN

UP

UP

UP

UP

UP

UP

DN

UP

UP

DN

UP

UP

X X

X X

X X

X X

X

X X

X X

X X

X X

X XX X X X X X X X X X X

X X

X X

X XX X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

XX XX

X XX

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X XX X X

CC C

O O

O O

OO OOO

O O

O O

O O

O O

O O

O OO O O O O

X X

X X

X

X X X X X X X X

X

X

X

XXXXXX

X X

S

SS S

S

SS S

X

X

X X

X X

X XX X X X X X X X X

X X

X

X XX

X X

X

X

X X

X X

XX XXXX

X XX

XX

X XX

XX X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX X

X X

X X

X X

V VV V V V V V

V V

V V

V V

V V

V V

V V

V V

V V

V VV V V V V

S S

S S

S S

S

X X

X X

X X

X XX X X X

XX XXXXXXXXXXXXXX

O O

O O

O O

O O

O O

X X

X X

X

O O

O O

C C

C C

C C

C

C CC C C

C CC

X XX X

C C

X XX X

X

X

X X

X X

X XX

XX

CC CC

X X

X

O OO O OO

O OOO OO C C

X

X

XXXXXXX

X

X X

X

X

X X X X X X

NEW CONSTRUCTION LEGEND

EXISTING 12' TALL NO CLIMB SECURITY FENCE TO REMAIN

NEW 15' TALL NO CLIMB SECURITY CURVED FENCE,

REFER TO SHEETS A2.3 AND A2.3A FOR DETAILS

NEW 12' TALL NO CLIMB SECURITY FENCE TO MATCH

EXISTING, REFER TO SHEETS A2.3 AND A2.3A FOR

DETAILS

NEW 15' TALL NO CLIMB SECURITY FENCE WITH SLANTED

TOP, REFER TO SHEETS A2.3 AND A2.3A FOR DETAILS

HATCH INDICATES AREA OF NEW

CONCRETE SIDEWALK AND DRIVEWAY

HATCH INDICATES EXTENT OF NEW

BUILDING ADDITIONS

HATCH INDICATES NEW 10' TALL (UNLESS NOTED

OTHERWISE) NO CLIMB SECURITY FENCE WITH NO CLIMB

ENCLOSURE, REFER TO SHEET A2.2 FOR DETAILS.

OWNER PROVIDED WROUGHT IRON FENCE, CONTRACTOR

INSTALLED, REFER TO SHEET A2.3 FOR DETAILS

NEW SALLYPORT SECURITY FENCE, REFER TO

ELEVATIONS ON SHEET A3.2

NEW CHAINLINK FENCE TO MATCH EXISTING ADJACENT

NEW CONSTRUCTION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW CONSTRUCTION

GENERAL NOTES.

B. REFER TO SHEET A0.6 FOR ALL ADA DIMENSION REQUIREMENTS.

C. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY OWNER.

COORDINATE TIMING OF REQUIRED CONSTRUCTION ACCESS / EGRESS WITH THE OWNER TO

MINIMIZE INCONVENIENCE TO THE OWNER.

D. GENERAL CONTRACTOR SHALL HAVE A PRE CONSTRUCTION MEETING WITH OWNER PRIOR TO

STARTING ANY WORK.

E. GENERAL CONTRACTOR SHALL ALLOCATE 8 HOURS FOR THE DURATION OF THE PROJECT IN

CASE IT IS NECESSARY FOR THE OWNER DIRECTOR TO REQUEST THE CONTRACTOR TO STOP

WORK AT ANY GIVEN TIME.

F. THE OWNER SHALL HAVE A REPRESENTATIVE ON SITE FOR THE DURATION OF THE PROJECT.

GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER’S APPROVED SUPERINTENDENT

PRIOR TO THE DAYS START OF WORK.

G. GENERAL CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION WORKERS PARKING

WITH OWNER.

H. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO THE

OWNER DAMAGED CAUSED BY DUMPSTER STAGING AREA/ LAY DOWN YARD OR THE

CONSTRUCTION WORKERS PARKING AREA.

I. REFER TO CIVIL, STRUCTURAL, IT AND MEP DRAWINGS FOR ADDITIONAL NEW CONSTRUCTION

REQUIREMENTS.

J. HIDE ALL EXPOSED CONDUIT. CUT INTO PLASTER, RECESS CONDUIT, COVER WITH PLASTER AND

PAINT AS SCHEDULED.

K. ALL EXISTING TREES TO REMAIN, UNLESS OTHERWISE NOTED. CAREFULLY PROTECT EXISTING

CONSTRUCTION AND NATURAL FEATURES TO REMAIN DURING ALL PHASES OF DEMOLITION AND

NEW CONSTRUCTION ACTIVITY. REPAIR OR REPLACE ANY DAMAGED AS A RESULT OF

CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.

L. COORDINATE ALL CEILING OPENINGS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

M. CONTRACTOR SHALL REPLACE ALL CEILING SYSTEMS REMOVED DURING DEMOLITION.

ALAMO HALL -

BUILDING 521

SERVICE ROAD E.

WAHRMUND CT.

R U

S S

I S

T

A2.2

CHILLER

YARD

DN DN

DN

SEIDEL -

BUILDING 598

COURTYARD/

OUTDOOR

HIGH ACUITY

COURTYARD/

OUTDOOR

EXISTING MECHANICALYARD

STAFF PARKING

STAFF PARKING

NEW

SALLYPORT

ADDITION

VISITOR PARKING

STAFF

ENTRANCE

V

IS

IT

O

R P

A R

K

IN

G

EXISTING

UTILITY POLE

EXISTING CONCRETE DRIVE

74' - 6"

EXISTING MECHANICAL

BUILDING

209' - 3"

DN

FRONT PORCH

NO

PARKING NO

PARKING

NO

PARKING

13 13

60' - 8"

/2

50' - 1 1/2"

57' - 5"

44' - 8"

NO

PARKING

A2.2

FIELD VERIFY

25' - 10"

LOCATION OF

EXISTING

DUMPSTER TO

REMAIN

A2.3

A2.2

A2.3

.8

8' - 7 1/2"

/2

/2

29' - 3 1/2"

G

G

G102

G113

G103

G

G105

G106

E X

EX

EX

G108

E X

G110

G115

E X

10 10

/4

/4

G111

26' - 9 1/2"25' - 2"

21' - 4"

17' - 10"

NEW PLANTER

G117

A2.2A

G107

11 121

26' - 2"

G118

GENERATOR

G E

N E

R A

T O

R

DOCKING

STATION

/8

72' - 0 1/2"

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

RIC

S

A

T

T E

C A LH

R

G

O M

ETI

S

CT

E X

T F

E

A S

JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

C

SHEET

P R

O J E

C T

N U

M B

E R

-2

-S

A H

A T

S A

N A

N T

O N

IO

S

T A

T E

H O

S P

IT

A

L

D A

T E

/3

/2

:4 :1

P

M

/3

/2

A2.1

NEW CONSTRUCTION SITE PLAN

2153.A

11/15/24

IA/MC

JW/TR

A L A

M O

H A

L L G

E R

IA

T

R

IC

M S

U R

E N

O V

A T

IO

N

S T

E X

A S

S T

A T

E H

E A

L T

H A

N D

H U

M A

N S

E R

V

IC

E S

C O

M M

IS

S

IO

N

S

N

E W

B R

A U

N F

E L S

A V

E

S A

N A

N T

O N

IO

T E

X A

S

FINAL CONSTRUCTION DOCUMENTS

NEW SITE PLAN KEYNOTES

NEW CHAINLINK SECURITY GATE WITH NO-CLIMB MESH. REFER TO DOOR SCHEDULE ON SHEET A2.11 AND DETAILS ON SHEET A2.3A.

2 NEW BROOM FINISHED CONCRETE LANDING AND RAMP WITH PAINTED HANDRAIL. REFER TO STRUCTURAL DRAWINGS.

3 NEW BUILDING ADDITION. MATCH EXISTING BRICK.

NEW CONCRETE SLAB TO HOST NEW GENERATOR AND DOCKING STATION, REFER TO MEP AND STRUCTURAL DRAWINGS.

PROVIDE REQUIRED CLEARANCE AROUND GENERATOR. GENERAL CONTRACTOR TO VERIFY FINAL DIMENSIONS WITH

SELECTED GENERATOR REQUIREMENTS.

5 NEW CONCRETE DRIVEWAY AND CURB.

6 NEW SALLYPORT TO BE LEVEL WITH FINISH FLOOR ELEVATION. REFER TO STRUCTURAL.

NEW BROOM FINISHED CONCRETE SIDEWALK WITH TOOLED CONTROL JOINTS AT 5'-0" O.C. MIN. AND EXPANSION JOINTS AT 20'-0" O.C. MIN. AND WHERE CHANGE OF DIRECTION OCCURS. REFER TO CIVIL DRAWINGS FOR CURBS AND SIDEWALKS.

NEW 15'-0" HIGH NO CLIMB SECURITY CURVED FENCE WITH CONTINUOUS CONCRETE FOOTING. REFER TO SHEET A2.3 AND

A2.3A FOR DETAILS.

NEW 12'-0" HIGH NO-CLIMB SECURITY FENCE TO MATCH EXISTING AND CONTINUOUS CONCRETE FOOTING. REFER TO SHEET

A2.3 AND A2.3A FOR DETAILS.

10 EXISTING CONCRETE WHEEL STOPS TO REMAIN.

11 EXISTING 12'-0" NO-CLIMB CHAINLINK FENCE WITH CONCRETE FOOTINGS TO REMAIN.

EXISTING CHILLER YARD FENCEING TO REMAIN. REMOVE PORTION OF FENCING AS REQUIRED FOR NEW CONSTRUCTION OF

BUILDING ADDITION.

13 EXISTING PARKING TO REMAIN, REPAINT EXISTING PARKING STRIPES.

OWNER PROVIDED WROUGHT IRON FENCE, CONTRACTOR INSTALLED. CONTRACTOR TO PROVIDE NEW FENCE POSTS SET IN

CONCRETE FOOTINGS AS REQUIRED. REFER TO SHEET A2.3 FOR DETAILS.

15 NEW BROOM FINISHED HANDICAPED CONCRETE CURB RAMP AND SIDEWALK. REFER TO CIVIL DRAWINGS.

16 EXISTING HANDICAP SIGNS TO BE REMOVED AND RELOCATED.

17 EXISTING ROOF TO REMAIN. REFER TO ALTERNATE NO.2 FOR ROOF REPLACEMENT.

18 EXISTING OUTDOOR EXERCISE EQUIPMENT TO REMAIN, CONTRACTOR TO STORE AND REINSTALL.

19 NEW PEDESTAL WITH INTERCOM AND KEYPAD ACCESS. REFER TO TECHNOLOGY.

NEW 10'-0" HIGH NO-CLIMB SECURITY FENCE WITH NO CLIMB ENCLOSURE AND CONTINUOUS CONCRETE FOOTING. REFER TO

SHEET A2.3 AND A2.3A FOR DETAILS.

NEW 15'-0" HIGH NO CLIMB SECURITY FENCE WITH SLANTED TOP AND CONTINUOUS CONCRETE FOOTING. REFER TO SHEET A2.3

AND A2.3A FOR DETAILS.

22 NEW CONCRETE PAD FOR DELIVERIES, REFER TO CIVIL DRAWINGS. PROVIDE CONTROL JOINTS AS REQUIRED.

23 EXISTING SIDEWALK TO REMAIN.

24 EXISTING "DOCTORS ONLY" RESERVED PARKING STALL TO REMAIN.

25 EXISTING PARKING STRIPES TO REMAIN, REPAINT EXISTING PARKING STRIPES AND ADD "NO PARKING".

26 RELOCATED BASKETBALL GOAL AND POST, REPAINT BASKETBALL LINES. REFER TO OWNER FOR NEW LOCATION.

27 EXISTING CONCRETE DRIVE TO REMAIN.

EXISTING CONCRETE RAMP AND HANDRAILS TO REMAIN. PREP HANDRAILS FOR NEW PAINT. CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

29 EXISTING CONCRETE PAD TO REMAIN.

NEW 15'-0" HIGH NO CLIMB SECURITY FENCE WITH SLANTED TOP AND CONTINUOUS CONCRETE FOOTING. EXTEND SECURITY FENCE MESH TO MEET ADJACENT SECURITY CURVED FENCING. CONTRACTOR TO ENSURE THERE IS NO GAP BETWEEN THE

TWO DIFFERENT FENCING.

31 DASHED LINE INDICATES BUILDING WALL BELOW.

32 EXISTING CANOPY TO REMAIN.

NEW 10'-0" HIGH NO CLIMB SECURITY FENCE WITH NO CLIMB ENCLOSURE AND CONTINUOUS CONCRETE FOOTING.

CONTRACTOR TO ENSURE THERE IS NO GAP BETWEEN THE EXISTING FENCE AND NEW ENCLOSURE FENCING.

34 EXISTING STAIR AND NON CLIMB FENCE TO REMAIN.

35 EXISTING ROOF TO REMAIN.

36 NEW WROUGHT IRON GATE AND DOOR HARDWARE, REFER TO DETAIL 14/A2.3 AND DOOR SCHEDULE ON SHEET A2.11.

37 NEW BOLLARD, TYPICAL. REFER TO DETAIL 8/A2.3A.

38 NEW PAINTED 4" PARKING STRIPES WITH 45 DEGREE STRIPES EVERY 24". MATCH EXISTING COLOR.

39 AREA FOR NEW OWNER PROVIDED PLANTER.

40 NEW 10'-0" HIGH NO-CLIMB SCURITY FENCE WITH PAIR 4'-0" NO CLIMB GATE.

41 RELOCATE EXISTING PAIR OF GATES TO OWNER APPROVED LOCATION.

NORTH

X

SCALE : 1" = 20'-0"

NEW CONSTRUCTION SITE PLAN

Revision Schedule

UP

O

O O

O O

O

EXISTING MASONRY

WALL ABOVE

SOLDIER COURSE

BRICK HEADER

3X4 STEEL

ANGLE LINTEL

1/8" STEEL PLATE

TO BE PANTED

WALL OPENING

EXISTING STAIRS

FLOORING INFILL,

REFER TO STRUCTURAL

NEW SIDEWALK,

REFER TO CIVIL

NEW CONCRETE

STEPS, REFER

TO STRUCTURAL

EXISTING PORCH

PATCH EXISTING WALL TO

REMAIN WITH THE NEW

BRICK TO MATCH EXISTING

3' - 0" X 7' WALL

OPENING TO RAMP

8" SOLDIER BRICK

COURSE HEADER

A

.2

A

EXPANSION JOINT

AS SPECIFIED

R E

F E

R T

O C

IV

IL

/8

NEW BEAM. REFER

TO STRUCTURAL

DOWELS, REFER

TO STRUCTURAL

0' - 4"3' - 0"0' - 11"

12"

12"

R E

F E

R T

O C

IV

IL

/8

NEW CONCRETE STAIRS

AND INFILL AT PORCH,

REFER TO STRUCTURAL

DRAWINGS

5' - 4"

NEW PAINTED GUARDRAIL

AND HANDRAILS

4" DIA. STEEL POST WELDED

TO A 6X6 PLATE, REFER TO

STRUCTURAL

NEW CONCRETE RAMP,

REFER TO STRUCTURAL

DRAWINGS

2 1/2" O.D.

RAILS, TYPICAL

11GA 3/8" NON CLIMABLE

FENCE MESH TOP

ENCLOSURE

2 1/2" O.D. TOP

RAIL, TYPICAL

11GA 3/8" NON

CLIMABLE FENCE MESH

TOP ENCLOSURE

A2.2A 2

6 RISERS @ .56'

5' - 6"

6' - 4" 6' - 4"

5' - 3"

F

IE

L D

V E

R

IF

Y

11 GA. NON CLIMABLE

FENCE ENCLOSURE

3' - 0"

A2.2A

A2.2A

CONCRETE BEAM,

REFER TO STRUCTURAL

100B

NEW DOOR AND

FRAME. RELOCATE

EXISTING DOOR

BELL TO NEW DOOR

INFILL STAIR AREA,

REFER TO

STRUCTURAL

DRAWINGS

CONCRETE INFILL AT

PORCH, REFER TO

STRUCTURAL DRAWINGS

12"

PATCH EXISTING WALL TO

REMAIN WITH THE NEW

BRICK TO MATCH EXISTING

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

RELOCATE EXISTING HOSE

BIBB, COORDINATE WITH

OWNER FOR RELOCATION.

CONTRACTOR TO INCLUDE

RELOCATING WATER LINE

10' MAX BETWEEN

FENCE POST

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

RELOCATE EXISTING

TELEPHONE TO REMAIN

A2.2A

A2.2A

6' - 10"

EXPANSION JOINT

AS SPECIFIED

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

NEW RAMP, REFER

TO STRUCTURAL

A2.2A

/2

/2

13' - 9"

F.V.

1' - 1"

CONCRETE SLAB - SLOPE

TO DRAIN AWAY FROM

EXISTING BUILDING

4" DIA. STEEL POST WELDED

TO A 6X6 PLATE, REFER TO

STRUCTURAL

NEW CONCRETE RAMP,

REFER TO STRUCTURAL

DRAWINGS

2 1/2" O.D.

RAILS, TYPICAL

11GA 3/8" NON CLIMABLE

FENCE MESH TOP

ENCLOSURE

2 1/2" O.D. TOP

RAIL, TYPICAL

11GA 3/8" NON

CLIMABLE FENCE MESH

TOP ENCLOSURE

EXTENT OF

INSTALLATION

NEW BRICK

NEW BRICK HEAD

SOLDIER COURSE

6' - 8"

INFILL PORCH

AREA, REFER TO

STRUCTURAL

DRAWINGS

0' - 4"

0' - 8"

A

.2

A

11GA 3/8" NON

CLIMABLE FENCE MESH

TOP ENCLOSURE

2 1/2" O.D. TOP RAIL,

TYPICAL

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

NEW CONCRETE RAMP,

REFER TO STRUCTURAL

DRAWINGS

2 1/2" O.D. RAILS, TYPICAL

2 1/2" O.D. RAILS, TYPICAL

A2.2A

EXISTING BUILDING

4" DIA. STEEL POST WELDED

TO A 6X6 PLATE, REFER TO

STRUCTURAL

NEW CONCRETE RAMP,

REFER TO STRUCTURAL

DRAWINGS

2 1/2" O.D.

RAILS, TYPICAL

11GA 3/8" NON CLIMABLE

FENCE MESH TOP

ENCLOSURE

2 1/2" O.D. TOP

RAIL, TYPICAL

11GA 3/8" NON

CLIMABLE FENCE MESH

TOP ENCLOSURE

4" DIA. STEEL POST WELDED

TO A 6X6 PLATE, REFER TO

STRUCTURAL

EXISTING MASONRY

WALL ABOVE

SOLDIER COURSE

BRICK HEADER

3 1/2" X 4" STEEL

ANGLE LINTEL

5/8" HIGH IMPACT

WALLBOARD

1" R-5 RIGID

INSULATION

5/8" GLASS

MAT SHEATING

SEALANT BOTH SIDES

NEW BRICK

VENEER

3 5/8" METAL STUDS AT

16 INCHES ON CENTER

3 5/8" HEADER STUDS

R-13 INSULATION

1/2" AIR GAP

0' - 10"

INTERIOR EXTERIOR

1 1/2" O.D. PAINTED,

STEEL HAND RAIL

T O

P O

F R

A

IL

10 1/4"

1 1/2" O.D. PAINTED,

BALUSTER POST

11GA 3/8" NON

CLIMABLE FENCE MESH

TOP ENCLOSURE

4" DIA. STEEL POST

WELDED TO A 6X6 PLATE,

REFER TO STRUCTURAL

2 1/2" O.D.

RAILS, TYPICAL

3"

6"

4" DIA. STEEL POST

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

RIC

S

A

T

T E

C A LH

R

G

O M

ETI

S

CT

E X

T F

E

A S

JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

C

SHEET

P R

O J E

C T

N U

M B

E R

-2

-S

A H

A T

S A

N A

N T

O N

IO

S

T A

T E

H O

S P

IT

A

L

D A

T E

/3

/2

:4 :5

P

M

/3

/2

A2.2A

WEST ENTRY RAMP

2153.A

11/15/24

IA/MC

JW/TR

A L A

M O

H A

L L G

E R

IA

T

R

IC

M S

U R

E N

O V

A T

IO

N

S T

E X

A S

S T

A T

E H

E A

L T

H A

N D

H U

M A

N S

E R

V

IC

E S

C O

M M

IS

S

IO

N

S

N

E W

B R

A U

N F

E L S

A V

E

S A

N A

N T

O N

IO

T E

X A

S

FINAL CONSTRUCTION DOCUMENTS

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

WEST PORCH HEADER

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

WEST PORCH SECTION AND STAIRS

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

ELEVATION - WEST PORCH RAMP AND STAIRS

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

ENLARGED WEST RAMP PLAN

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

SECTION THROUGH WEST PORCH RAMP

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

WEST PORCH RAMP SECTION

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

SECTION THROUGH WEST PORCH RAMP

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

WEST PORCH DOOR HEADER

SCALE : 1" = 1'-0"

TYPICAL HANDRAIL SECTION AT RAMP

Revision Schedule

No. Description Date

1 ADDENDUM 1 1/31/2025

DN

DN

DN

UP

UP

UP

UP

UP

UP

UP

X XX X X X X X X X X X X X X X X X

X X

X X

X XX X X

X XX XXX XX

X X

X X

X X

X XX X X X X X X

X X

X X

X

C C

C C

C C

C

X X

X X

C CC C C C C C C

X X

X X

X X

X X

C CC

X X

X X

XX XX

CC C

X XX X X

X X

X X

X

X XX

XX X

X X

X

X X

X X

X X

X X

X X

X

X X

X

XX X

X X

X X

X X

CC CC

X X

X X

X X

X

X X

X

X X

NEW CONSTRUCTION LEGEND

EXISTING EXTERIOR/ INTERIOR WALLS

TO REMAIN

NEW METAL STUD WALL CONSTRUCTION

NEW DOOR, FRAME, AND HARDWARE.

REFER TO DOOR SCHEDULE ON SHEET A2.11

EXISTING DOOR TO REMAIN

SYMBOL INDICATES NEW PARTITION TYPE

REFER TO SHEETS A2.8 AND A2.9 FOR NEW

WALL TYPE

X

1 HOUR FIRE RATED PARTITION

1 HOUR FIRE RATED SMOKE BARRIER

SYMBOL INDICATES NEW WINDOW TYPE. REFER

TO SHEET A2.13 FOR NEW WINDOW TYPES

X

EX

N

HATCH INDICATES AREA OF NEW CONCRETE

SIDEWALK AND DRIVEWAY UNLESS NOTED OTHERWISE

NEW BRICK ON METAL STUD WALL

CONSTRUCTION

NEW DOOR, FRAME, AND HARDWARE.

REFER TO DOOR SCHEDULE ON SHEET A2.11N

NEW CONSTRUCTION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW CONSTRUCTION

GENERAL NOTES.

B. REFER TO SHEET A0.6 FOR ALL ADA DIMENSION REQUIREMENTS.

C. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY OWNER.

COORDINATE TIMING OF REQUIRED CONSTRUCTION ACCESS / EGRESS WITH THE OWNER TO

MINIMIZE INCONVENIENCE TO THE OWNER.

D. GENERAL CONTRACTOR SHALL HAVE A PRE CONSTRUCTION MEETING WITH OWNER PRIOR TO

STARTING ANY WORK.

E. GENERAL CONTRACTOR SHALL ALLOCATE 8 HOURS FOR THE DURATION OF THE PROJECT IN

CASE IT IS NECESSARY FOR THE OWNER DIRECTOR TO REQUEST THE CONTRACTOR TO STOP

WORK AT ANY GIVEN TIME.

F. THE OWNER SHALL HAVE A REPRESENTATIVE ON SITE FOR THE DURATION OF THE PROJECT.

GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER’S APPROVED SUPERINTENDENT

PRIOR TO THE DAYS START OF WORK.

G. GENERAL CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION WORKERS PARKING

WITH OWNER.

H. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO THE

OWNER DAMAGED CAUSED BY DUMPSTER STAGING AREA/ LAY DOWN YARD OR THE

CONSTRUCTION WORKERS PARKING AREA.

I. REFER TO CIVIL, STRUCTURAL, IT AND MEP DRAWINGS FOR ADDITIONAL NEW CONSTRUCTION

REQUIREMENTS.

J. HIDE ALL EXPOSED CONDUIT. CUT INTO PLASTER, RECESS CONDUIT, COVER WITH PLASTER AND

PAINT AS SCHEDULED.

K. ALL EXISTING TREES TO REMAIN, UNLESS OTHERWISE NOTED. CAREFULLY PROTECT EXISTING

CONSTRUCTION AND NATURAL FEATURES TO REMAIN DURING ALL PHASES OF DEMOLITION AND

NEW CONSTRUCTION ACTIVITY. REPAIR OR REPLACE ANY DAMAGED AS A RESULT OF

CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.

L. COORDINATE ALL CEILING OPENINGS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

M. CONTRACTOR SHALL REPLACE ALL CEILING SYSTEMS REMOVED DURING DEMOLITION.

CONSULT 1

SOCIAL

OFFICE

DOCTOR'S

OFFICE

OFFICE

CONSULT 2

112 STAFF

TOILET

MECH.

ROOM

ELEV.

MACH.

ROOM

NEW

ELEVATOR

EVS

SUPPLY

MECH

ROOM

IT /

SERVER

SERVERY/

NOURISHMENT

STAFF

CORRIDOR

TREATMENT

PLANNING

TELEHEALTH

CONFERENCE

PSYCHOLOGISTS

INCENTIVE

THERAPY

PNA

OFFICE

EXAM

ROOM

MECH

ROOM

ADMIN

OFFICE

ELEC.

ROOM

COMFORT

ROOM

EXAM

TOILET

STOR.

EXISTING

MECHANICAL YARD

STAFF T/R

D.F.

PROGRAM

COORDINATOR

STORAGE

SECURE

RECEIVING

FIRE RISER

ROOM

STORAGE

DELIVERY DRIVE

EMRG.

ELEC.

A4.1

A4.1

LOBBY/SCREENING

WEST

PORCH

100B

FRONT

PORCH

100A

F .E

.C

F .E

.C

DOCTOR'S

OFFICE

STAIRS

STAIRS

NORTH

PORCH

STAIRS

STAIRS S2

STAIRS

EX

CHILLER

YARD

OAU

OAU OAU

VESTIBULE

158MED ROOM

INCENTIVE

THERAPY

NOISY /

DINING

STORAGE

SUPPLY

STORAGE

ROOM

CLEAN

LINEN

ELEVATOR

SCREEN/

RECEIVING

A3.3

QUIET

ACTIVITY

ADA

PATIENT

TOILET

EVS

STAFF TLT.

GROUP

STAFF

ELOPEMENT

STOR.

EAST

PORCH

PILL

CALL

NURSE

MANAGER

EL.= 2'-0" +/-

EL.= 0'-0"

E X

E X

E X

E X

EX EX EX EX EX

105A 100C

EX

E X

137A

E X

E X

E X

147EX

E X

E X

A1

B

C3

C

B2

AC3

C3

AK AE

A3.11

A3.1

A

AH

B2

B2

C3

148B

129A143B

143A

A

128B

A4.211

PRINTER

ALCOVE

A3.3

A

C3

A1

A4.3

B

C1

C3

A

A

B

B2

C3

B

C3

C3

AI

C3

A4.3 8

L

L

AG

C3

C3

D N

DN

A3.3

B

STAFF

STATION

ADA

PATIENT

TLT.

STAIRS

S3

RAMP

STAFF

ELOPEMENT

RAMP

STAIRS

S4

TRASH

YARD

STAFF

OFFICE

CONSULT 3

RAMP

STAFF

CORRIDOR

EX

EX

EX

EX

102 149 151

148A

PATIENT

CORRIDOR

152 EX

N E

W G

E N

E R

A T

O R

PATIENT

CORRIDOR

EX

EX

EX

E X

EX

C3

B

C1

C2

F.E.C.

A4.3

A4.3

10F.E.C.

F .E

.C

A4.2

REFRIDGE.

B2

A4.32

1 2

AD

AD

A4.311

ICE/

WATER

MED

CART

FOOD

CART

FOOD

CART

PYXIS 6

DRAWER

PYXIS

REFRIG.

A4.1

AE

A4.3

C3

C2

C

E X

C3

C3

C J1

J1

J1

C3

C3

B

G

G108

E X

EX

G105

G110

G106

AF

AJ

A8.1

A8.1

A3.1

A3.3

G

G111

1 154

N

N

N N

N

N

G118

STAIRS TO BASEMENT

BELOW, REFER TO 2/A2.5

A

100D

B

WHEELCHAIR

STORAGE

100D

A5.2

C2

A3.1

P

ACAC

A4.3

A7.1

O

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

RIC

S

A

T

T E

C A

LH

R

G

O M

ETI

S

CT

E X

T F

E

A S

JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

C

SHEET

P R

O J E

C T

N U

M B

E R

-2

-S

A H

A T

S A

N A

N T

O N

IO

S

T A

T E

H O

S P

IT

A

L

D A

T E

/3

/2

:5 :4

P

M

/3

/2

A2.4

ALAMO HALL BLDG 521 - NEW

CONSTRUCTION FIRST FLOOR PLAN

2153.A

11/15/24

IA/MC

JW/TR

A L A

M O

H A

L L G

E R

IA

T

R

IC

M S

U R

E N

O V

A T

IO

N

S T

E X

A S

S T

A T

E H

E A

L T

H A

N D

H U

M A

N S

E R

V

IC

E S

C O

M M

IS

S

IO

N

S

N

E W

B R

A U

N F

E L S

A V

E

S A

N A

N T

O N

IO

T E

X A

S

FINAL CONSTRUCTION DOCUMENTS

NEW CONSTRUCTION PLAN KEYNOTES

NEW 12'-0" HIGH NO-CLIMB SECURITY FENCE TO MATCH EXISTING AND CONTINUOUS CONCRETE FOOTING. REFER TO SHEET

A2.3 AND A2.3A FOR DETAILS.

NEW CHAINLINK SECURITY DOUBLE GATE WITH NO-CLIMB MESH. REFER TO DOOR SCHEDULE ON SHEET A2.11 AND DETAILS ON

SHEETS A2.3 AND A2.3A.

NEW 15'-0" HIGH NO CLIMB SECURITY FENCE WITH SLANTED TOP AND CONTINUOUS CONCRETE FOOTING. REFER TO SHEET A2.3

AND A2.3A FOR DETAILS.

4 EXISTING 12'-0" NO-CLIMB CHAINLINK FENCE WITH CONCRETE FOOTINGS TO REMAIN.

5 NEW BROOM FINISHED CONCRETE LANDING AND RAMP WITH PAINTED HANDRAIL. REFER TO STRUCTURAL DRAWINGS.

6 NEW CONCRETE PAD FOR TRASH CANS. REFER TO CIVIL DRAWINGS.

7 NEW CONCRETE PAD FOR DELIVERIES, REFER TO CIVIL DRAWINGS. PROVIDE CONTROL JOINTS AS REQUIRED.

NEW BROOM FINISHED CONCRETE SIDEWALK WITH TOOLED CONTROL JOINTS AT 5'-0" O.C. MIN. AND EXPANSION JOINTS AT

20'-0" O.C. MIN. AND WHERE CHANGE OF DIRECTION OCCURS. REFER TO CIVIL DRAWINGS FOR CURBS AND SIDEWALKS.

9 NEW CONCRETE PAD TO HOST NEW TRANSFORMER BOX, REFER TO MEP AND STRUCTURAL DRAWINGS.

EXISTING WINDOW SYSTEM TO REMAIN, REMOVE 1/4" TEMPERED GLAZING ON INTERIOR SIDE. PREP FOR NEW 1/2" LEXAN AND

INTEGRAL BLIND.

11 RELOCATED MILLWORK AND PUMBLING FIXTURE, PROVIDE BLOCKING AS REQUIRED FOR NEW LOCATION.

EXISTING DOOR TO REMAIN, INSTALL NEW DOOR VISION PANEL AND DOOR HARDWARE. REFER TO DOOR SCHEDULE ON SHEET

A2.11.

REINSTALL EXISTING LIGATURE RESISTANT PLUMBING FIXTURES AND LIGATURE RESISTANT TOILET ACCESSORIES.

CONTRACTOR SHALL SEAL ALL SIDES OF PLUMBING FIXTURES AND TOILET ACCESSORIES WITH ANTI-PICK MASTIC - SUREBOND

SB190 OR APPROVED EQUAL.

14 NEW PLUMBING FIXTURES TO BE INSTALLED. REFER TO MEP DRAWINGS.

NEW CHAINLINK SECURITY GATE WITH NO-CLIMB MESH. REFER TO DOOR SCHEDULE ON SHEET A2.11 AND DETAILS ON SHEET

A2.3A.

16 EXISTING STAIR ENCLOSURE AND NO CLIMB FENCE TO REMAIN.

RELOCATED FIRE EXTINGUISHER AND CABINET, SEAL ALL SIDES WITH ANTI-PICK MASTIC-SUREBOND 2B190 OR APPROVED

EQUAL.

18 EXISTING ROOM TO REMAIN.

CONTRACTOR SHALL VERIFY THAT ALL OPENINGS IN EXISTING WALLS ARE SEALED TO MEET THE REQUIREMENTS OF A ONE

HOUR / FIRE SMOKE BARRIER.

INFILL EXISTING ENTRY STAIRS WITH CONCRETE, REPLACE DOOR AND SIDELITES WITH BRICK AND HIGH IMPACT GYPSUM

BOARD. REMOVE EXIT SIGN ABOVE DOOR OPENING AND RELOCATE DOOR BELL TO PATIENT ENTRANCE.

21 PATCH EXISTING CORNER BEAD AND REPAINT.

RELOCATE EXISTING TELEPHONE LAND LINE, RUN NEW TELEPHONE LINE FROM EXISTING SOURCE. COORDINATE EXACT

LOCATION WITH OWNER.

NEW CONCRETE FLOORING INFILL AT INTERIOR STAIRS, NEW CONCRETE STAIRS AND RAMPS AT EXTERIOR SIDE TO BE LEVEL

TO EXISTING FIRST FLOOR, MODIFY EXISTING WALL FOR NEW EXTERIOR DOOR AND INSTALL NEW SECURITY FENCING AROUND

RAMP AS INDICATED ON DRAWINGS.

24 EXISTING SIDEWALK TO REMAIN.

EXISTING CONCRETE RAMP AND HANDRAILS TO REMAIN. PREP HANDRAILS FOR NEW PAINT. CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

26 EXISTING CONCRETE DRIVE TO REMAIN.

27 NEW ANTILIGATURE HANDRAIL, REFER TO FINISH DRAWINGS.

28 PROVIDE OPENING IN NON-CLIMB FENCE FROM SLAB TO UNDERSIDE OF STAIR LANDING. ALL FENCE EDGES TO BE TWIST FREE.

NEW 10'-0" HIGH NO-CLIMB SECURITY FENCE WITH NO CLIMB ENCLOSURE AND CONTINUOUS CONCRETE FOOTING. REFER TO

SHEET A2.3 AND A2.3A FOR DETAILS.

NEW 10'-0" HIGH NO CLIMB SECURITY FENCE WITH NO CLIMB ENCLOSURE AND CONTINUOUS CONCRETE FOOTING.

CONTRACTOR TO ENSURE THERE IS NO GAP BETWEEN THE EXISTING FENCE AND NEW ENCLOSURE FENCING.

31 ELEVATOR SUMP PUMP PIT.

NORTH

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

NEW CONSTRUCTION FIRST FLOOR PLAN

NOTE: PROVIDE TAMPER PROOF HEX TORX SECURITY TYPE

SCREWS AT ALL PATIENT AREAS. CONTRACTOR SHALL REPLACE

ANY EXISTING SCREWS THROUGHOUT THAT ARE NOT SECURITY

TYPE AT ALL PATIENT AREAS.

Revision Schedule

No. Description Date

1 ADDENDUM 1 1/31/2025

UP

DN

UP

UP

UP

UP

UP

UP

UP

UP

X XX X X X X X

X X

X

X XX X X X X X X X X X X X X X X X X XX X X X X X X

C C

C C

C C

C

X X

X X

C CC C C C C C C

X X

X X

X X

X X

X X

X XX X X

X XX XXX XX

X X

X X

X X

X X

X X

X

X X

C CC

XX XX

X X

X XX

X X

X

X XX

XX X

X X

X

X X

X X

X X

X X

X X

X X

X X

XX X

X X

X X

X X

XX X

NOTE:

ALL PLAN DIMENSIONS ARE TO THE FACE OF WALL

FINISH OR FACE OF MASONRY UNLESS OTHERWISE

NOTED. ALL VERTICAL DIMENSIONS ARE NOMINAL

AND ASSUME A LEVEL FINISH FLOOR CONDITION.

RUN ALL HORIZONTAL REVEALS LEVEL. FIELD

VERIFY EXACT VERTICAL DIMENSION.

NEW CONSTRUCTION GENERAL NOTES

A. REFER TO SHEET A0.1 AND A0.2 FOR ADDITIONAL DEMOLITION AND NEW

CONSTRUCTION GENERAL NOTES.

B. REFER TO SHEET A0.6 FOR ALL ADA DIMENSION REQUIREMENTS.

C. CONFINE ALL CONSTRUCTION ACCESS / EGRESS AND DELIVERIES AS REQUIRED BY

OWNER. COORDINATE TIMING OF REQUIRED CONSTRUCTION ACCESS / EGRESS

WITH THE OWNER TO MINIMIZE INCONVENIENCE TO THE OWNER.

D. GENERAL CONTRACTOR SHALL HAVE A PRE CONSTRUCTION MEETING WITH

OWNER PRIOR TO STARTING ANY WORK.

E. GENERAL CONTRACTOR SHALL ALLOCATE 8 HOURS FOR THE DURATION OF THE

PROJECT IN CASE IT IS NECESSARY FOR THE OWNER DIRECTOR TO REQUEST THE

CONTRACTOR TO STOP WORK AT ANY GIVEN TIME.

F. THE OWNER SHALL HAVE A REPRESENTATIVE ON SITE FOR THE DURATION OF THE

PROJECT. GENERAL CONTRACTOR SHALL CHECK IN DAILY WITH OWNER’S

APPROVED SUPERINTENDENT PRIOR TO THE DAYS START OF WORK.

G. GENERAL CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION

WORKERS PARKING WITH OWNER.

H. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST

TO THE OWNER DAMAGED CAUSED BY DUMPSTER STAGING AREA/ LAY DOWN

YARD OR THE CONSTRUCTION WORKERS PARKING AREA.

I. REFER TO CIVIL, STRUCTURAL, IT AND MEP DRAWINGS FOR ADDITIONAL NEW

CONSTRUCTION REQUIREMENTS.

J. HIDE ALL EXPOSED CONDUIT. CUT INTO PLASTER, RECESS CONDUIT, COVER WITH

PLASTER AND PAINT AS SCHEDULED.

K. ALL EXISTING TREES TO REMAIN. CAREFULLY PROTECT EXISTING CONSTRUCTION

AND NATURAL FEATURES TO REMAIN DURING ALL PHASES OF DEMOLITION AND

NEW CONSTRUCTION ACTIVITY. REPAIR OR REPLACE ANY DAMAGED AS A RESULT

OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.

L. THE GENERAL CONTRACTOR SHALL CHECK AND FIELD VERIFY ALL DIMENSIONS

AND CONDITIONS, REPORTING ANY DISCREPANCIES, IN WRITING, TO THE

ARCHITECT BEFORE BEGINNING ANY PHASE OF CONSTRUCTION. NO ALLOWANCE

SHALL BE MADE TO SAME FOR LACK OF FULL KNOWLEDGE OF EXISITING

CONDITIONS UNDER WHICH THE CONTRACTOR WILL BE OBLIGATED TO OPERATE.

CONDITIONS SHOWN ON THESE DOCUMENTS ARE BASED ON INFORMATION

SUPPLIED BY OWNER.

M. EXISTING ROOF WILL BE MODIFIED BUT IS NOT A PART OF THIS CONTRACT. THIS

GENERAL CONTRACTOR SHALL COORDINATE ALL ROOFING REQUIREMENTS (I.E.

ROOF TO BE INSTALLED PRIOR TO MRI UNIT INSTALLATION).

NEW CONSTRUCTION LEGEND

EXISTING EXTERIOR/ INTERIOR WALLS

TO REMAIN

NEW METAL STUD WALL CONSTRUCTION

NEW DOOR, FRAME, AND HARDWARE.

REFER TO DOOR SCHEDULE ON SHEET A2.11

EXISTING DOOR TO REMAIN

SYMBOL INDICATES NEW PARTITION TYPE

REFER TO SHEETS A2.8 AND A2.9 FOR NEW

WALL TYPE

X

1 HOUR FIRE RATED PARTITION

1 HOUR FIRE RATED SMOKE BARRIER

SYMBOL INDICATES NEW WINDOW TYPE. REFER

TO SHEET A2.13 FOR NEW WINDOW TYPES

X

EX

N

HATCH INDICATES AREA OF NEW CONCRETE

SIDEWALK AND DRIVEWAY UNLESS NOTED OTHERWISE

NEW BRICK ON METAL STUD WALL

CONSTRUCTION

NEW DOOR, FRAME, AND HARDWARE.

REFER TO DOOR SCHEDULE ON SHEET A2.11N

MECHANICAL

YARD

D.F.

NEW CHILLER

5' - 0"

OAU

NOT ACCESSIBLE

STAIRS S2

STAIRS

NORTH

PORCH

GROUP

STAIRS

ADA

PATIENT

TLT.

MED ROOM

INCENTIVE

THERAPY

NOISY /

DINING

STORAGE

SUPPLY

STORAGE

ROOM

CLEAN

LINEN

ELEVATOR

SCREEN/

RECEIVING

QUIET

ACTIVITY

ADA

PATIENT

TOILET

EVS

STAFF TLT.

GROUP

STAFF

ELOPEMENT

EAST

PORCH

NURSE

MANAGER

PRINTER

ALCOVE

CONSULT 1

DOCTOR'S

OFFICE

DOCTOR'S

OFFICE

CONSULT 2

STAFF

TOILET

EXAM

TOILET

MECH.

ROOM

ELEV.

MACH.

ROOM

NEW

ELEVATOR

EVS

SUPPLY

CONSULT 3

MECH

ROOM

IT /

SERVER

SERVERY/

NOURISHMENT

STAFF

CORRIDOR

TREATMENT

PLANNING

TELEHEALTH

CONFERENCE

PSYCHOLOGISTS

INCENTIVE

THERAPY

PNA

OFFICE

EXAM

ROOM

ADMIN

OFFICE

MECH

ROOM

ELEC.

ROOM

124 COMFORT

ROOM

145STOR.

STAFF T/R

PROGRAM

COORDINATOR

STORAGE

SECURE

RECEIVING

FIRE RISER

ROOM

PATIENT

CORRIDOR

PATIENT

CORRIDOR

STAFF

CORRIDOR

OFFICE

SOCIAL

OFFICE

STORAGE

EMRG.

ELEC.

LOBBY/SCREENING

WEST

PORCH

100B

FRONT

PORCH

100A

VESTIBULE

6' - 10"

2' - 11 1/2"

12' - 10" 6' - 4" 8' - 11"

WASTE

PAD

5' - 4 1/2"

/2

/2

/2

/2

F

IE

L D

V E

R

IF

Y

/2

/2

17' - 6"

10' - 2"

/2

11' - 2"

N E

W G

E N

E R

A T

O R

NEW GENERATOR

YARD

CLEAR

7' - 10 3/4"

8' - 10"

/2

7' - 3"

4' - 9 1/2"

NEW CONCRETE

SIDEWALK

EXISTING HC RAMP

/2

CLEAR

5' - 0"

1' - 4"

/2

1' - 0 1/2" 3' - 2 1/2"

3' - 2 1/2" 2' - 6"

/8

SLOPE

SLOPE

S L O

P E

3' - 0" 6' - 10 1/2"

7' - 3"

9' - 6"

FIELD VERIFY

7' - 3"

6' - 1"

7' - 3"

STAFF

STATION

143 ADA

PATIENT

TLT.

STAFF

OFFICE

1/8" PER FOOT

1/8" PER FOOT

/2

6' - 5"

3' - 2"

7' - 7 1/2"

5' - 10 1/2" 7' - 9 1/2"

/2

C L E

A R

4' - 7"

/2

/2

/2

25' - 10"

42' - 1"

13' - 2"

C L E

A R

STAIRS TO BASEMENT

BELOW, REFER TO 2/A2.5

A3.3

10' - 6 1/2"

U P

8' - 0 1/2"

26' - 2"

7' - 8 1/2"

5' - 10"

4' - 10 1/2"

/2

10' - 11 1/2"

/2

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

RIC

S

A

T

T E

C A LH

R

G

O M

ETI

S

CT

E X

T F

E

A S

JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

C

SHEET

P R

O J E

C T

N U

M B

E R

-2

-S

A H

A T

S A

N A

N T

O N

IO

S

T A

T E

H O

S P

IT

A

L

D A

T E

/3

/2

:0 :3

P

M

/3

/2

A2.4A

ALAMO HALL BLDG 521- NEW CONSTRUCTION

FIRST FLOOR DIMENSION PLAN

2153.A

11/15/24

IA/MC

JW/TR

A L A

M O

H A

L L G

E R

IA

T

R

IC

M S

U R

E N

O V

A T

IO

N

S T

E X

A S

S T

A T

E H

E A

L T

H A

N D

H U

M A

N S

E R

V

IC

E S

C O

M M

IS

S

IO

N

S

N

E W

B R

A U

N F

E L S

A V

E

S A

N A

N T

O N

IO

T E

X A

S

FINAL CONSTRUCTION DOCUMENTSNORTH

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

NEW CONSTRUCTION FIRST FLOOR DIMENSION PLAN

Revision Schedule

UP

UP

D W

UP

MECH

ROOM

ADA