ESBD_393688_1738699991716_HHS0015184 Attachment H-1b.pdf

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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

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

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EX

EX

EX

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ACTIVITY

ROOM

CORRIDOR

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ID

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IS

T

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ID

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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

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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 WITH MECHANICAL 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

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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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A1.3

ALAMO HALL BLDG 521 - DEMOLITION SECOND

FLOOR PLAN

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FINAL CONSTRUCTION DOCUMENTS

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

DEMOLITION SECOND FLOOR PLAN

DEMOLITION KEYNOTES

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.

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 EPOXY FLOOR 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.

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BASEMENT STAIRS S6

Revision Schedule

No. Description Date

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F.V.

2' - 7 1/2"

5 3/4"

3' - 4"

3' - 4"

3' - 4"

F .V

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2 2 2

2 2

2 2

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2 2 2

DEMO FINISH FLOOR PATTERN PLAN

LEGEND

EXISTING 12" X 24" PORCELAIN FLOOR TILE

EXISTING 12" X 12" LUXURY VINYL TILE

EXISTING 7.87" X 48" LUXURY VINYL TILE

EXISTING CONCRETE FLOOR

EXISTING RESILIENT SHEET FLOOR

EXISTING RESILIENT SHEET FLOOR

EXISTING SOLID SURFACE FLOOR THRESHOLD

EXISTING RESILIENT SHEET FLOOR

FLOORING TO BE DEMOLISHED

EXISTING EPOXY FLOORING

EXISTING TILE WALL AND GYPSUM BACKER BOARD TO

BE DEMOLISHED AT PATIENT TOILET AND SHOWER

ROOMS. REFER TO DEMOLITION PLANS

1. GENERAL CONTRACTOR SHALL REFER TO DEMOLITION GENERAL NOTES ON SHEET A0.2 IN

ADDITION TO THE GENERAL NOTES BELOW.

2. REFER TO SHEET A0.6 FOR ALL ADA DIMENSIONS, TYPICAL.

3. CONFINE ALL DEMOLITION ACCESS/ EGRESS REQUIRED BY OWNER. COORDINATE TIMING OF

REQUIRED DEMOLITION ACCESS/ EGRESS WITH OWNER TO MINIMIZE INCONVENIENCE TO THE

OWNER.

4. VERIFY DISPOSITION OF EXISTING CONSTRUCTION TO BE REMOVED. ANY ITEMS DESIRED TO

BE RETAINED BY THE OWNER SHALL BE STORED ON SITE AT A LOCATION DETERMINED BY

OWNER'S REPRESENTATIVE. ITEMS NOT RETAINED BY THE OWNER SHALL BE REMOVED FROM

THE SITE BY THE GENERAL CONTRACTOR.

5. REFER TO DEMOLITION REFLECTED CEILING PLANS ON A1.5, A1.6, AND A1.7 FOR ALL CEILING

GRIDS, TILE, AND GYP. BOARD CEILING AREAS TO BE DEMOLISHED. TYPICAL.

6. REFER TO SHEET A0.1 FOR LIST OF ALTERNATES AFFECTING FLOORING

DEMOLITION FINISH FLOOR PLAN GENERAL NOTES:

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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 FINISH FLOOR PLAN SECOND

FLOOR

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DEMOLITION FINISH FLOOR PLAN - SECOND FLOOR

DEMOLITION KEYNOTES

1 EXISTING FLOORING TO BE REMOVED. PREPARE CONCRETE SUBSURFACE FOR NEW FLOORING.

2 EXISTING FLOORING TO REMAIN. PROTECT FLOORING DURING CONSTRUCTION.

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X XX X X X X X

XX XXXXXX

COPY

ROOM

STORAGE

SUPPLY

RESTROOM

SUPPLIES STORAGE

WOMEN'S

RR

STORAGE

/IDF

MEN'S

RR

STORAGE

HOUSE

KEEPING

TR

GROUP

ROOM

TRAINING

ROOM

LOBBY

STORAGE

MECHANICAL

OFFICEUNKNOWNWOMEN'S

RR

STORAGE

STORAGE

DRY-CLEANING

OFFICESERVING

CLOSET

OFFICEBREAKROOMROOMROOMROOM

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM ROOM

ROOM ROOM

ROOM ROOM

ROOM

ROOM

EXISTING

MECHANICAL

YARD TO

REMAIN

EXISTING

MECHANICAL

BUILDING TO

REMAIN

A1.91 A1.9 2

A1.9

A1.9

NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT

3 3

3 3

5' - 0"

4' - 0"12' - 0"

25' - 3"

A

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19 19

7' - 7"

11' - 9"

8' - 10 5/8"

15' - 8"15' - 8"

8' - 10 5/8"

/8

8' - 4" 1' - 6" 11' - 7 1/2" 5' - 4 1/4"

6' - 2"

18' - 2 1/4"5' - 0"12' - 8 1/4"

/4

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CORR.

S134

CORR.

S133

CORR.

S132

CORR.

S131

CORR.

S130

DEMOLITION LEGEND

EXISTING EXTERIOR WALLS TO REMAIN

EXISTING INTERIOR WALLS TO REMAIN

REMOVE EXISTING PLASTER WALLS IN ITS

ENTIRETY.

EXISTING DOOR, DOOR HARDWARE AND

FRAME TO BE REMOVED IN ITS ENTIRETY,

UNLESS OTHERWISE NOTED

DASH LINE INDICATES ITEM TO BE REMOVED IN

ITS ENTIRETY, UNLESS NOTED OTHERWISE.

GREY SOLID LINE INDICATES ITEM TO REMAIN,

UNLESS OTHERWISE NOTED

HATCH AREA INDICATES EARTHWORK

DEMOLITION SCOPE OF WORK

HATCH AREA INDICATES CONCRETE

DEMOLITION SCOPE OF WORK

EXISTING DOOR TO REMAIN

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 WITH MECHANICAL 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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SEIDEL BLDG 598 - DEMOLITION FIRST FLOOR

PLAN

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DEMOLITION FIRST FLOOR PLAN

NORTH

DEMOLITION KEYNOTES

1 EXISTING AREA TO BE EXCAVATED FOR NEW SALLYPORT, DRIVEWAY AND SECURITY FENCE.

2 EXISTING TOILET PARTITIONS TO BE REMOVED.

3 REMOVE EXTERIOR WINDOWS IN THEIR ENTIRETY.

4 REMOVE EXISTING MILLWORK, UPPER AND LOWER CABINETS, PLUMBING, ETC. IN ITS ENTIRETY.

5 REMOVE EXISTING EXHAUST FAN.

6 REMOVE EXISTING FURR-DOWN AND DUCTWORK.

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

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

DRAWINGS.

9 REMOVE EXISTING INTERIOR STOREFRONT IN ITS ENTIRETY.

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

11 EXCAVATE AREA FOR NEW GENERATOR CONCRETE PAD.

12 DASH LINE INDICATES LOCATION OF NEW SECURITY FENCING.

13 EXISTING CONCRETE LANDING AND STEPS WITH TILE SURFACE TO REMAIN.

14 REMOVE EXISTING EXTERIOR LIGHT FIXTURE. REFER TO MEP DRAWINGS.

EXISTING DOOR AND DOOR FRAME TO REMAIN, REMOVE EXISTING DOOR HARDWARE AND PREP FOR NEW DOOR

HARDWARE AND PAINT.

16 REMOVE EXISTING DISPLAY CASE AND WALL IN THEIR ENTIRETY.

17 REMOVE EXISTING CONCRETE STOOP.

18 REMOVE EXISTING IDF EQUIPMENT, REFER TO TECHNOLOGY/SECURITY DRAWINGS.

19 REMOVE EXISTING FLOORING. PREP FLOOR FOR NEW FLOORING.

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

21 EXISTING SIDEWALK AND STAIRS TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION.

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

23 PORTION OF EXSITING STAIRS TO BE REMOVED FOR NEW RAMP CONSTRUCTION.

24 EXISTING PLUMBING PIPING TO BE REMOVED, REFER TO MEP.

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

DURING CONSTRUCTION.

26 MECHANICAL UNIT TO BE REMOVED. REFER TO MEP.

27 REMOVE EXISTING SIDEWALK.

28 EXISTING BACKFLOW PREVENTOR TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION.

29 EXISTING HANDRAILS TO REMAIN, PREP FOR NEW PAINT.

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

31 EXISTING LOADING DOCK TO REMAIN.

32 REMOVE EXISTING METAL HANDRAIL AND CONCRETE SIDEWALK.

33 EXISTING COCNRETE RAMP, STAIRS AND HANDRAILS TO REMAIN. NO PAINTING OF HANDRAILS.

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RCP DEMOLITION LEGEND

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO BE REMOVED

EXISTING 2' X 2' LIGHT FIXTURE TO BE

REMOVED, REFER TO MEP DRAWINGS

EXISTING 2' X 2' SUPPLY DIFFUSER /

RETURN REGISTER TO BE REMOVED,

REFER TO MEP DRAWINGS

EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED.

EXISTING GYPSUM BOARD CEILING TO BE REMOVED.

EXISTING RECESSED LIGHT FIXTURE TO

BE REMOVED. REFER TO MEP DRAWINGS.

EXISTING 2' X 4' ACCESS PANEL TO BE REMOVED,

INFILL OPENING IN CEILING AS REQUIRED.

EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED, SALVAGE,

AND REINSTALLED. REFER TO NEW RCP FOR NEW

LOCATIONS. INFILL OPENINGS IN CEILING AS REQUIRED.

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PORTION OF WALL TO BE REMOVED IN ITS

ENTIRETY

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO REMAIN

EXISTING 2' X 2' LIGHT FIXTURE TO REMAIN

EXISTING 1' X 1' AIR DIFFUSER TO REMAIN

EXISTING 2' X 4' LIGHT FIXTURE TO REMAIN

EXISTING GYPSUM BOARD CEILING TO REMAIN

EXISTING RECESSED LIGHT FIXTURE TO

BE REMOVED. REFER TO MEP DRAWINGS.

EXISTING 2' X 4' ACCESS PANEL TO

REMAIN

EXISTING LIGHT FIXTURE TO BE REMAIN.

REFER TO MEP DRAWINGS.

EXISTING 1' X 1' RETURN AIR TO REMAIN

EXISTING 2' X 2' RETURN AIR TO REMAIN

EXISTING 1' X 4' LIGHT FIXTURE TO BE REMOVED, SALVAGE,

AND REINSTALLED. REFER TO NEW RCP FOR NEW

LOCATIONS. INFILL OPENINGS IN CEILING AS REQUIRED.

EXISTING 1' X 4' LIGHT FIXTURE TO REMAIN.

R

8' - 1"

7' - 2"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 1"

8' - 2"

8' - 2"

8' - 2"

8' - 2"

8' - 1"

OPEN

8' - 1"

8' - 1"

7' - 2"

9' - 4"

OPEN

OPEN

OPEN

OPEN OPEN

8' - 1" 8' - 1"

OPEN

8' - 1"

8' - 1"

7' - 2"

7' - 2"

7' - 2"

8' - 1"

8' - 1"

7' - 2"

7' - 2"

8' - 1"

7' - 2"

8' - 1"

7' - 2"

8' - 1"

7' - 2"

8' - 0"

8' - 1" 8' - 1"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

8' - 1"

7' - 2"

7' - 2"

8' - 1"

8' - 1"

7' - 2"

7' - 2"

7' - 2"

8' - 1"

7' - 2"

7' - 2"

8' - 1"

8' - 0" 8' - 0"

8' - 1" 8' - 1"

8' - 2"

7' - 2"

7' - 2"

7' - 2"

1 1

OPEN

7' - 2" 7

8' - 0"

8' - 0"

9' - 0"

8' - 0"

OPEN

R

R

8' - 0"

8' - 0" 8' - 1"

R

R

R

R

R

R

8' - 0"

R

7' - 2"

R R R

9' - 6"

R

R

9' - 6"

9' - 6"

9' - 6"

2 5

11 11

R R

R

R

7' - 1"

R

7' - 3"

17' - 1 1/2" 12' - 7"

7' - 2" 16' - 11" 6' - 6 1/2"

/2

9' - 4"

3' - 6"

8' - 0"

4' - 5 1/2"

/2

R

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 WITH MECHANICAL DRAWINGS

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

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

DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

E R

R A

D

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A

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A

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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

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M B

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-2

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A H

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/1 /2

:5

:2

P M

A1.5

ALAMO HALL BLDG 521 - DEMOLITION FIRST

FLOOR REFLECTED CEILING PLAN

2153.A

11/15/24

IA/MC

JW/TR

A

LA

M O

H A

LL

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

/1

/2

RCP DEMO KEYNOTES

EXISTING GYPSUM BOARD CEILING TO REMAIN, INCLUDING LIGHT FIXTURES, AC

REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC. UNLESS OTHERWISE NOTED.

REMOVE ACOUSTICAL CEILING TILE, INCLUDING LIGHT FIXTURES, AC REGISTERS,

SMOKE DETECTORS, AC AIR RETURNS, ETC.

3 EXISTING FURR-DOWN/ BEAM TO REMAIN.

4 REMOVE PORTION OF EXISTING GYPSUM BOARD CEILING FOR NEW CONSTRUCTION.

EXISTING ACOUSTICAL CEILING TILE TO REMAIN, INCLUDING LIGHT FIXTURES, AC

REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC..

REMOVE EXISTING ACCESS HATCH AND HVAC DIFFUSER, SALVAGE AND REINSTALL.

REFER TO NEW RCP PLAN FOR LOCATIONS. INFILL OPENINGS IN CEILING AS REQUIRED.

7 EXISTING FURRDOWN TO REMAIN.

REMOVE EXISTING GYPSUM BOARD CEILING, INCLUDING LIGHT FIXTURES, AC

REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC.

9 REMOVE EXISTING GYPSUM CEILING/DISPLAY CASE IN ITS ENTIRETY.

10 EXISTING GYPSUM BOARD CEILING TO REMAIN.

11 REMOVE EXISTING SIDE WALL DIFFUSER.

INSTALL NEW GYPSUM BOARD CEILING WHERE EXISTING WALL WAS REMOVED. TAPE,

FLOAT, TEXTURE, AND PAINT NEW GYPSUM BOARD CEILING TO MATCH EXISTING. PAINT

ADJACENT EXISTING GYPSUM BOARD CEILING TO ACHIEVE TRANSITION.

EXISTING DOME MIRROR TO REMAIN IN PLACE, CONTRACTOR SHALL PROTECT DURING

ALL PHASES OF CONSTRUCTION.

14 REMOVE PORTION OF EXISTING ACOUSTICAL CEILING.

NORTH

X

RCP DEMOLITION LEGEND

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO BE REMOVED

EXISTING 2' X 2' LIGHT FIXTURE TO BE

REMOVED, REFER TO MEP DRAWINGS

EXISTING 2' X 2' SUPPLY DIFFUSER /

RETURN REGISTER TO BE REMOVED,

REFER TO MEP DRAWINGS

EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED.

EXISTING GYPSUM BOARD CEILING TO BE REMOVED.

EXISTING RECESSED LIGHT FIXTURE TO

BE REMOVED. REFER TO MEP DRAWINGS.

EXISTING 2' X 4' ACCESS PANEL TO BE REMOVED,

INFILL OPENING IN CEILING AS REQUIRED.

EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED, SALVAGE,

AND REINSTALLED. REFER TO NEW RCP FOR NEW

LOCATIONS. INFILL OPENINGS IN CEILING AS REQUIRED.

R

PORTION OF WALL TO BE REMOVED IN ITS

ENTIRETY

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO REMAIN

EXISTING 2' X 2' LIGHT FIXTURE TO REMAIN

EXISTING 1' X 1' AIR DIFFUSER TO REMAIN

EXISTING 2' X 4' LIGHT FIXTURE TO REMAIN

EXISTING GYPSUM BOARD CEILING TO REMAIN

EXISTING RECESSED LIGHT FIXTURE TO

BE REMOVED. REFER TO MEP DRAWINGS.

EXISTING 2' X 4' ACCESS PANEL TO

REMAIN

EXISTING LIGHT FIXTURE TO BE REMAIN.

REFER TO MEP DRAWINGS.

EXISTING 1' X 1' RETURN AIR TO REMAIN

EXISTING 2' X 2' RETURN AIR TO REMAIN

EXISTING 1' X 4' LIGHT FIXTURE TO BE REMOVED, SALVAGE,

AND REINSTALLED. REFER TO NEW RCP FOR NEW

LOCATIONS. INFILL OPENINGS IN CEILING AS REQUIRED.

EXISTING 1' X 4' LIGHT FIXTURE TO REMAIN.

R

8' - 6"

9' - 0"

9' - 0"

OPEN

9' - 0"

9' - 0"

8' - 6"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

7' - 6"

OPEN

OPEN

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

8' - 6"

8' - 0"

8' - 0"

8' - 0"

OPEN

9' - 0"

9' - 0"

8' - 0"

9' - 0"

OPEN

9' - 0"

9' - 0" 9' - 0"

10' - 0"

8' - 6"

9' - 0" 9' - 0"

8' - 6" 8' - 6"

8' - 6"

8' - 6"

8' - 0"

8' - 0"

8' - 0"

7' - 6"

7' - 6"

9' - 0"

9' - 0"

9' - 0"

8' - 6"

9' - 0"

8' - 0"

8' - 6"

5 5

5 5

OPEN

5 5

2 5

R

R

R

R 1

R

R

8' - 0"

6 5

R

5 2

8' - 0"

R

R

R

8' - 0"

9' - 0"

5 5

9' - 0"

R

R

1 5

3 6

3' - 0"

6' - 11 1/2"

9' - 9" 8' - 11"

/2

/2

/2

6' - 0 1/2"

3' - 0"

4' - 6"

/2

R R

1 1

R

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 WITH MECHANICAL DRAWINGS

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

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

DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN

E R

R A

D

5 O

GER

A

H

R

E

SI

T D

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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

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/1 /2

:5

:3

P M

A1.6

ALAMO HALL BLDG 521 - DEMOLITION SECOND

FLOOR REFLECTED CEILING PLAN

2153.A

11/15/24

IA/MC

JW/TR

A

LA

M O

H A

LL

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

/1

/2

RCP DEMO KEYNOTES

REMOVE EXISTING GYPSUM BOARD CEILING, INCLUDING LIGHT FIXTURES, AC

REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC.

2 REMOVE PORTION OF EXISTING GYPSUM BOARD CEILING FOR NEW CONSTRUCTION.

EXISTING FURRDOWN TO REMAIN ABOVE REMOVED SLIDING DOOR, PATCH, REPAIR

AND REPAINT ENTIRE FURRDOWN.

REMOVE EXISTING FURRDOWN AND WOOD BEAM ABOVE SLIDING DOOR IN IT'S

ENTIRETY.

EXISTING GYPSUM BOARD CEILING TO REMAIN, INCLUDING LIGHT FIXTURES, AC

REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC. UNLESS OTHERWISE

NOTED.

EXISTING DOME MIRROR TO BE REMOVED, SALVAGED AND RELOCATED. REFER TO

NEW RCP PLAN.

EXISTING DOME MIRROR TO REMAIN. CONTRACTOR SHALL PROTECT DURING ALL

PHASES OF CONSTRUCTION.

REMOVE EXISTING ACCESS HATCH AND HVAC DIFFUSER, SALVAGE AND REINSTALL.

REFER TO NEW RCP PLAN FOR LOCATIONS. INFILL OPENINGS IN CEILING AS

REQUIRED.

9 EXISTING FURRDOWN/BEAM TO REMAIN.

NORTH

X

NOTE:

ALTERNATE NO.3:

ALAMO HALL BUILDING 521 LIGHT FIXTURES

CONTRACTOR TO REMOVE EXISTING LIGHT FIXTURES ON SECOND FLOOR

PATIENT ROOMS OF ALAMO HALL. CONTRACTOR IS TO SUPPLY AND

INSTALL NEW LIGHT FIXTURES, PER ELECTRICAL DRAWINGS IN SECOND FLOOR

PATIENT ROOM FLOOR OF ALAMO HALL.

1 1

ALTERNATE NO. 1

11 1

6 6 6

7 7

7 7

7 7

7 7

7 7

7 7

7 7 7

9 10

RCP DEMOLITION LEGEND

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO BE REMOVED.

EXISTING 2' X 2' SUPPLY DIFFUSER /

RETURN REGISTER TO BE REMOVED.

EXISTING 2' X 4' LIGHT FIXTURE TO BE REMOVED.

EXISTING GYPSUM BOARD CEILING TO BE REMOVED.

EXISTING RECESSED LIGHT FIXTURE TO

BE REMOVED. REFER TO MEP DRAWINGS.

EXISTING 2' X 4' ACCESS PANEL TO BE

REMOVED, INFILL OPENING IN CEILING AS

REQUIRED.

EXISTING 1' X 8' LIGHT FIXTURE TO BE REMOVED.

EXISTING 1' X 4' LIGHT FIXTURE TO BE REMOVED.

EXISTING CEILING GRID AND SUSPENDED

ACOUSTICAL PANELS TO REMAIN.

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 WITH MECHANICAL DRAWINGS

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

E R

R A

D

5 O

GER

A

H

R

E

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T D

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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

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M B

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:3

P M

A1.7

SEIDEL BLDG 598 - DEMOLITION REFLECTED

CEILING PLAN

2153.A

11/15/24

IA/MC

JW/TR

A

LA

M O

H A

LL

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

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N A

N T

O N

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X A

S

FINAL CONSTRUCTION DOCUMENTS

/1

/2

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

DEMOLITION REFLECTED CEILING PLAN

RCP DEMO KEYNOTES

1 REMOVE ACOUSTICAL CEILING TILE, INCLUDING LIGHT FIXTURES, AC REGISTERS, SMOKE DETECTORS, AC AIR RETURNS, ETC.

2 REMOVE EXISTING FURR-DOWN AND DUCTWORK IN ITS ENTIRETY.

3 REMOVE EXISTING GYPSUM CEILING/DISPLAY CASE IN ITS ENTIRETY.

4 REMOVE EXISTING 2X4 WOODMEMBER AT CEILING.

5 REMOVE GYPSUM BOARD CEILING, INCLUDING LIGHT FIXTURES, AC REGISTERS, SMOKE DETECTORS, AC RETURNS, ETC.

6 EXISTING CEILING AND LIGHTS TO REMAIN, REFER TO SHEET A0.1 SCHEDULE OF ALTERNATES.

7 EXISTING CEILING TO REMAIN.

8 EXISTING PLASTER SOFFIT AND EAVE VENTS TO REMAIN.

9 EXISTING GUTTER AND DOWNSPOUTS TO REMAIN.

10 REMOVE EXISTING LIGHT FIXTURES, REFER TO MEP DRAWINGS.

11 EXISTING LIGHT FIXTURE TO REMAIN.

NORTH

X

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 WITH MECHANICAL DRAWINGS

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

F E

IL

D

V E

R

IF

Y

/2

FEILD VERIFY

13' - 1"

F.V.

1' - 10 1/2"

FIELD VERIFY

18' - 0"

1415 1819

19 12

31 4 5

18 18

12 12

FIELD VERIFY

4' - 3"

F

IE

L D

V E

R

IF

Y

F

IE

L D

V E

R

IF

Y

0' - 8"

FIELD VERIFY

6' - 8"

24 24

EXISTING AREA

TO REMAIN

18 18

18 1818

E R

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ETI

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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

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-2

-S

A H

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:4

P M

A1.8

ALAMO HALL 521 - EXTERIOR DEMOLITION

ELEVATIONS

2153.A

11/15/24

IA/MC

JW/TR

A

LA

M O

H A

LL

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

/1

/2

KEYNOTES

1 EXISTING CONCRETE RAMP AND RAILING SYSTEM TO BE REMOVED IN ITS ENTIRETY. PREP AREA FOR

NEW RAMP, REFER TO SHEET A2.4.

2 REMOVE PORTION OF EXISTING INTERIOR AND EXTERIOR WALL IN ITS ENTIRETY, UP TO THE EXISTING

RELIEF ANGLE. REFEER TO STRUCTURAL DRAWING.

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

4 EXISTING CONCRETE SIDEWALK TO REMAIN.

5 EXISTING CONCRETE STAIRS AND HANDRAILS TO REMAIN. PREP HANDRAILS FOR NEW PAINT.

6 EXISTING WINDOW SYSTEM TO REMAIN, REMOVE 1/4" TEMPERED GLAZING ON INTERIOR SIDE. PREP

FOR NEW 1/2" LEXAN AND INTEGRAL BLIND.

7 REMOVE PORTION OF EXISTING CAST STONE COPING NOSING, REFER TO SHEET A1.10 FOR DETAILS.

8 REMOVE EXISTING WINDOWS, SILL AND LINTEL FOR NEW ELEVATOR AND ADDITION.

9 EXISTING BRICK TO REMAIN. INSTALL SUPPORT LINTEL, REFER TO STRUCTURAL DRAWINGS.

10 EXISTING CAST STONE COPING TO REMAIN.

11 EXISTING CAMERA TO BE REMOVED BY OWNER. CONDUIT TO BE REMOVED, REFER TO SECURITY

TECHNOLOGY SHEETS.

12 EXISTING ATTIC VENTS TO REMAIN.

13 EXISTING SPEAKER TO REMAIN.

14 EXISTING CAMERA TO REMAIN.

15 EXISTING LIGHT FIXTURE TO REMAIN.

16 REMOVE PORTION OF EXISTING BRICK, WROUGHT IRON, AND CAST STONE FOR NEW OPENING.

17 EXISTING ROWLOCK TO BE REMOVED.

18 EXISTING WINDOWS TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION. NO

PAINTING AT WINDOW FRAMES.

19 EXISTING BRICK FACADE TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION.

20 EXISTING LOUVER TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION.

21 RELOCATE EXISTING CAMERA.

22 EXISTING CONCRETE BEAM TO REMAIN.

23 EXISTING DOOR, STOREFRONT, AND PORTION OF EXISTING BRICK TO BE REMOVED FOR NEW DOOR.

24 EXISTING TERRAZO BASE TO REMAIN.

25 EXISTING DOOR AND STOREFRONT SYSTEM TO REMOVED.

26 EXISTING CAST STONE SURROUND TO REMAIN.

X

AT NEW ELEVATOR ADDITION

AT NEW ELEVATOR ADDITION

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

DEMOLITION PARTIAL EAST ELEVATION

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

DEMOLITION PARTIAL NORTH ELEVATION

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

DEMOLITION PARTIAL ELEVATION AT WEST PORCH

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

DEMOLITION PARTIAL ELEVATION AT WEST PORCH

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

EXTERIOR NORTH PORCH ELEVATION DEMO

EXISTING AREA

TO REMAIN 1 1 1

2 3

7 10

18 10 18 18

REMOVE SECTION OF EXISTING METAL FLASHING, REFER TO DETAIL 5/A1.9

12 25

A

.9

EXISTING AREA

TO REMAIN

EXISTING AREA

TO REMAIN

1 1 1

20 20 20

EXISTING CONCRETE LOADING DOCK

EXISTING AREA

TO REMAINEXISTING AREA

TO REMAIN

1 1

20 20 20 20 20 20

102110

12 12 6

EXISTING AREA

TO REMAIN1

A1.9 4A

6' - 6"

6' - 0"

18 18 18

15 15

15 15 15 15 1515

BLDG

D-2

22 GA GALVANIZED CONTINUOUS

CLEAT TO BE REMOVED

24 GA SHEET METAL FASCIA TO BE REMOVED

22 GA GALVANIZED

CONTINUOUS CLEAT

24 GA. SHEET METAL GRAVEL

GUARD PRIME FLANGE

EXISTING TREATED WOOD BLOCKING

CAP SHEET

STRIP-IN

BASE PLYS

1/2" GLASS-FACED

GYPSUM BOARD

INSULATION

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

DEMOLITION EAST ELEVATION

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

DEMOLITION WEST ELEVATION

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

DEMOLITION SOUTH ELEVATION

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

DEMOLITION NORTH ELEVATION

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

4A

DEMOLITION PARTIAL NORTH

ELEVATION

DEMOLITION PLAN KEYNOTES

1 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY.

2 REMOVE EXISTING BRICK AND GLAZED BLOCK BACKUP AS REQUIRED FOR NEW EXTERIOR DOOR(S).

3 EXCAVATE/DIG EXISTING AREA OF LANDSCAPE FOR NEW SALLY PORT DRIVEWAY.

4 PREP EXISTING ROOF FOR NEW. SALLY PORT ROOF CONNECTION. REFER TO DETAIL 5/A1.9.

PROVIDE UNDERGROUND CONDUCTS/CONNECTIONS FOR SALLY PORT GATE AND ACCESS

CONTROL TOWER.

6 EXISTING CONCRETE RAMP AND HANDRAILS TO REMAIN, NO PAINTING OF HANDRAILS.

7 REMOVE EXISTING EXHAUST FAN.

8 REMOVE CONRETE LANDING.

9 EXISTING DOOR, DOOR HARDWARE AND DOOR FRAME TO BE REMOVED.

10 REMOVE EXISTING ROOF SYSTEM - REFER TO ADD ALTERNATE 02

EXISTING DOOR TO BE REMOVED IN ITS ENTIRETY. EXISITNG FRAME TO REMAIN, PREP FOR NEW

DOOR AND PAINT.

12 EXISTING BRICK FACADE TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION.

13 EXISTING LOUVER TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION.

14 EXISTING CONCRETE STAIRS AND HANDRAILS TO REMAIN. PREP HANDRAILS FOR NEW PAINT.

EXISTING WINDOWS TO REMAIN. PREP FRAMES FOR NEW PAINT. CONTRACTOR TO PROTECT

DURING NEW CONSTRUCTION.

16 EXISTING DOOR AND FRAME TO REMAIN. PREP FOR NEW PAINT.

17 EXISTING DOOR AND STOREFRONT SYSTEM TO BE REMOVED.

18 EXISTING INSULATED METAL PANELS TO REMAIN. PREP FOR NEW PAINT.

19 EXISTING DOOR AND STOREFRONT SYSTEM TO REMAIN.

EXISTING WINDOWS TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION. NO

PAINTING AT WINDOW FRAMES.

EXISTING GUTTER AND DOWNSPOUT TO REMAIN. CONTRACTOR TO PROTECT DURING NEW

CONSTRUCTION.

22 EXISTING AREAWAYS TO REMAIN.

EXISTING RAILING SYSTEM, INCLUDING FOOTING, RETURN, AND CONCRETE SIDEWALK TO BE

REMOVED.

24 EXISTING CONCRETE RAMP AND RAILING TO REMAIN. PREP HANDRAILS FOR NEW PAINT.

25 EXISTING CONCRETE LANDING AND STEPS WITH TILE SURFACE TO REMAIN.

26 REMOVE EXISTING EXTERIOR LIGHT FIXTURE, REFER TO MEP DRAWINGS.

X

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

SECTION DETAIL

EXTERIOR WALL AND

WINDOW TO REMAIN

EXISTING FLOOR

SYSTEM TO REMAIN

EXTERIOR WALL AND

WINDOW TO REMAIN

EXISTING PARAPET

WALL AND CAP STONE

BEYOND TO REMAIN

EXISTING ROOF

SYSTM TO REMAIN

EXISTING CONCRETE

SLAB TO REMAIN

EXISTING CONRETE

SLAB TO REMAIN

EXISTING FLOOR

SYSTEM TO REMAIN

EXISTING CONRETE

SLAB TO REMAIN

EXISTING CONRETE

BEAM AND BRICK LUG

TO REMAIN

PORTION OF EXISTING

EARTH TO BE REMOVED

FOR NEW ADDITION

EXISTING BRICK SYSTEM

TO BE REMOVED

EXISTING EXTERIOR WALL

SYSTEM TO BE REMOVED

IN ITS ENTIRETY

EXISTING WINDOW AND

CAST STONE TO BE

REMOVED IN ITS ENTIRETY

EXISTING EXTERIOR WALL

SYSTEM TO BE REMOVED

IN ITS ENTIRETY UP TO

EXISTING RELIEF ANGLE

EXISTING WALL BEYOND

TO BE REMOVED,

REFER TO SHEET A1.2

EXISTING CONCRETE

BEAM TO REMAIN

EXISTING CONCRETE

BEAM TO REMAIN

A1.10

EXISTING BRICK

VENEER TO REMAIN

F

IE

L D

V E

R

IF

Y

/4

EXISTING CONCRETE

ROOF DECK TO REMAIN

SAW CUT PORTION OF

EXISTING CAST STONE

CAP TO ACHIEVE A

FLAT SURFACE

EXISTING BRICK VENEER TO

RMAIN

EXISTING STRUCTURAL

CONCRETE BEAM TO REMAIN

22 GA GALVANIZED METAL

FLANGE 12" ABOVE ROOF

MEMBRANE TO BE REMAIN

EXISTING PLASTER

TO BE REMAIN

EXISTING ALUMINUM, ROOF

COATING ON PARAPET WALLS

AND COPING TO BE REMAIN

EXISTING BRICK

VENEER TO RMAIN

3 1/4"

EXISTING ROOF

TO REMAIN

REMOVE EXISTING

ALUMINUM SILL

EXISTING MEMBRANE V.P.

EXISTING PLASTER

OVER CMU TO REMAIN ,

PREP FOR NEW PAINT

REMOVE EXISTING WINDOW

SYSTEM IN ITS ENTIRETY

REMOVE EXISTING WINDOW

SYSTEM IN ITS ENTIRETY

EXISTING BRICK TO

REMAIN

EXISTING GLAZED CMU TILE

WINDOW SILL TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

REMOVE EXISTING

INSULATED METAL PANEL

REMOVE EXISTING ROOF

DOWN TO SUBSTRATE,

PREP FOR NEW ROOF,

REFER TO ALTERNATE NO.2

EXISTING CONCRETE

FOOTING

REMOVE EXISTING BASE,

PREP FOR NEW WALL BASE

REMOVE EXISTING

CEILING

REMOVE PLASTER TO REMAIN,

PREP FOR NEW PAINT

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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 DETAILS

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

DEMOLITION WALL SECTION AT ALAMO

SCALE : 1" = 1'-0"

TYPICAL DEMOLITION PARAPET SECTION AT ALAMO

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

TYPICAL DEMOLITION WALL SECTION AT SEIDEL

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 DRAWINGS.

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 MECHANICAL

BUILDING

DN

FRONT PORCH

NO

PARKING NO

PARKING

NO

PARKING

13 13

NO

PARKING

A2.2

LOCATION OF

EXISTING

DUMPSTER TO

REMAIN

A2.3

A2.2

A2.3

9 G

G

G102

G113

G103

G

G105

G106

E X

EX

EX

G108

E X

G110

G115

E X

10 10

G111

NEW PLANTER

G117

A2.2A

G107

11 121

G118

GENERATOR

G E

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DOCKING

STATION

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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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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.

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.

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".

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.

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.

NORTH

X

SCALE : 1" = 20'-0"

NEW CONSTRUCTION SITE PLAN