ESBD_393688_1738699992490_HHS0015184 Attachment H-1c.pdf
PDF 4 MB Posted
- Solicitation number
- HHS0015184
- Issued by
- Texas
About this file
This file contains architectural drawings and specifications for renovations to the Alamo Hall Geriatric MSU (Maximum Security Unit) at San Antonio State Hospital, commissioned by the Texas State Health and Human Services Commission. The drawings detail comprehensive construction plans including new security fencing, ADA-compliant ramps and parking areas, patient rooms, medical spaces, and staff areas. The plans show both first and second floor modifications, with detailed door schedules, wall types, and construction specifications.
The drawings include specific technical details for security features like 10-15 foot high no-climb fencing with enclosures, secured double gates, and ADA-compliant parking modifications. Interior specifications cover patient safety features such as anti-ligature hardware, impact-resistant materials, and secured observation areas. The plans incorporate medical support spaces including medication rooms, exam rooms, nurse stations, and specialized patient care areas. Detailed construction notes mandate contractor coordination with facility operations, protection of existing features, and specific requirements for materials and installation methods appropriate for a secure healthcare environment.
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X X
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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.
NEW CONSTRUCTION LEGEND
EXISTING FENCE TO REMAIN
NEW SECURITY NO CLIMB CHAIN LINK
FENCE. REFER TO DETAILS ON SHEET
A2.1A
HATCH INDICATES AREA OF NEW
CONCRETE SIDEWALK
HATCH INDICATES EXTENT OF NEW
ASPHALT SEAL COAT AND NEW PARKING
STRIPES. REFER TO CIVIL DRAWINGS.
NEW CHAINLINK DOUBLE GATE
HATCH INDICATES NEW 10' TALL NO CLIMB
SECURITY FENCE WITH NO CLIMB ENCLOSURE,
REFER TO SHEET A2.2 FOR SECTION AND
8/A2.2FOR FENCE ELEVATION
NO
PARKING
NO
PARKING
FLAT CURBUP
9' - 0" 9' - 0" 9' - 0"
THE WORDS "NO PARKING" IN
12" HIGH LETTERS PAINTED
WITHIN THE ACCESS AISLE
REPAINT EXISTING
ACCESSIBLE SYMBOL
EXISTING CONCRETE
WHEEL STOPS TO REMAIN
UP 5
6' - 0"
SLOPED CURB
SLOPED CURB
EXISTING PARKING STRIPES
TO REMAIN, REPAINT
EXISTING PARKING STRIPES
AND ADD "NO PARKING"
1:12 MAX
SLOPE
NEW CONCRETE SIDEWALK
AND ACCESSIBLE RAMPS,
REFER TO CIVIL DRAWINGS
6' - 6"
RELOCATE EXISTING
HANDICAP SIGNS
RELOCATE EXISTING
HANDICAP SIGNS
UP
9' - 0" 9' - 0"
NO
PARKING
4"
2' - 0"
EXISTING CONCRETE
CURB TO REMAIN
NEW PAINTED
ACCESSIBLE PARKING
SYMBOL
THE WORDS "NO PARKING" IN
12" HIGH LETTERS PAINTED
WITHIN THE ACCESS AISLE
UP
9' - 0"9' - 0"
6' - 0" 9' - 0" 6' - 0"
SLOPED
CURB
NEW PAINTED 4" PARKING
STRIPES WITH 45 DEGREE
STRIPES EVERY 24". MATCH
EXISTING PAINT COLOR
1:12 MAX
SLOPE
4"
PAINT EXISTING
PARKING STRIPE
NEW CONCRETE
WHEEL STOPNEW CONCRETE
WHEEL STOP
NEW CONCRETE SIDEWALK
AND ACCESSIBLE RAMPS,
REFER TO CIVIL DRAWINGS
NEW ADA PARKING SIGN
NEW ADA PARKING
SIGN, REFER TO
DETAIL 4/A2.2
H
EXISTING SLOPE
EXISTING SLOPE
E X
IS
T
IN
G
S L O
P E
+/- 6" DROP
A2.2
EXISTING STAIRS,
GUARDRAIL AND
HC GRAB BARS.
EXISTING SIDEWALK EXISTING SIDEWALK
NEW SIDEWALK
A2.2
7' - 9 1/2" 7' - 11 1/2" 7' - 11 1/2"
7' - 10" 7' - 10" 9' - 2"
4" DIA. STEEL POST
WELDED TO A 6X6 PLATE,
REFER TO STRUCTURAL
11GA 3/8" NON CLIMABLE
FENCE MESH TOP
ENCLOSURE
4" DIA. STEEL POST IN
CONCRETE FOOTING
8' - 0" 7' - 10" 7' - 10" 4
9' - 2"7' - 11 1/2"7' - 11 1/2"
EXISTING RAMP
2 1/2" O.D. TOP
RAIL, TYPICAL
FENCE ENCLOSURE ABOVE
TO BE EXTENDED TO THE
EXISTING BUILDING
A3.1
A1.8
A2.3
8' - 0"
E Q
U A
L E
Q U
A L
SIM
5' - 0"
A2.3
2 1/2" O.D.
TOP RAIL TYP.
2 1/2" O.D. MID
RAIL TYP.
11 GA. 3/8" NON-
CLIMBABLE MESH
TOP ENCLOSURE
2 1/2" O.D.
MID RAIL TYP.
NEW SIDEWALK
REFER TO
SHEET A2.1
4" DIA. STEEL POST
1' - 6" EXISTING ASPHALT
EXISTING EARTH
A
.F .F
E Q
U A
L E
Q U
A L
8' - 0"
EXISTING RAMP
AND GUARDRAILS
TO REMAIN
A2.3
2 1/2" O.D.
RAILS, TYPICAL
11GA 3/8" NON CLIMABLE
FENCE MESH TOP
ENCLOSURE
2 1/2" O.D. TOP
RAIL, TYPICAL
4" DIA. STEEL POST
4" DIA. STEEL POST
WELDED TO A 6X6
PLATE, ATTACHED TO
EXISTING CONCRETE.
0' - 7"
1' - 6"
EXISTING BUILDING
NEW SIDEWALK
EXISTING RAMP
4" DIA. STEEL POST
A2.2
MAX
10' - 0"
A2.3
2 1/2" O.D.
RAILS, TYPICAL
11GA 3/8" NON CLIMABLE
FENCE MESH TOP
ENCLOSURE
2 1/2" O.D. TOP
RAIL, TYPICAL
A
.3
AT A MINIMUM
STATE: 'VIOLATORS
SUBJECT TO FINE
AND TOWING' IN A
LETTER HEIGHT OF
AT LEAST ONE-INCH
INSTALLED SO THAT
THE BOTTOM EDGE OF
THE SIGN IS LOWER
THAN 48-INCHES AND
NO HIGHER THAN 80
INCHES ABOVE THE
GROUND LEVEL
RESERVED
PARKING
VAN
ACCESSIBLE
VIOLATORS
SUBJECT TO FINES
AND TOWING
M A
X
M
IN
A B
O V
E P
A R
K
IN
G S
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F A
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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.
C
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A2.2
ENLARGED SITE PLAN AND DETAILS
2153.A
11/15/24
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JW/TR
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FINAL CONSTRUCTION DOCUMENTS
/1
/2
SCALE : 1/8" = 1'-0"
EBLARGED PLAN - VISITOR PARKING
SCALE : 1/8" = 1'-0"
ENLARGED PLAN - EMPLOYEE PARKING
SCALE : 1/4" = 1'-0"
ENLARGED FLOOR PLAN - NEW SECURED FENCING AT RAMP
SCALE : 1/4" = 1'-0"
TYPICAL SECTION AT ENCLOSED
SECURITY FENCE
SCALE : 1/4" = 1'-0"
TYPICAL SENCTION AT ENCLOSED
SECURITY FENCE
SCALE : 1/4" = 1'-0"
SECTION - NEW SECURED FENCING AT RAMP
SCALE : 1/4" = 1'-0"
ELEVATION - NEW SECURED FENCING AT RAMP
SCALE : 1/2" = 1'-0"
ADA PARKING NOTICE
Revision Schedule
No. Description Date
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"
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
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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.
C
SHEET
P R
O J E
C T
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M B
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P M
A2.2A
WEST ENTRY RAMP
2153.A
11/15/24
IA/MC
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/1
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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
/4
/2
/2
"3
1 1/2" O.D. PAINTED
STEEL GUARD RAIL
1 1/2" O.D. PAINTED
STEEL HAND RAIL
PAINTED, HAND RAIL
MOUNTING BRACKET
AT 48" O.C. MAX
3/4" DIA. PAINTED STEEL
TUBE PICKETS, AT 4" O.C.
(TYPICAL)
CONCRETE FILLED
STAIR TREAD PAN
PAINTED STEEL
STRINGER REFER
TO STRUCTURAL
CLIP ANGLE REFER
TO STRUCTURAL
/4
/2
/2
1 1/2"
WELD ALL JOINTS AND
SAND SMOOTH. PREP
FOR PAINTING. TYPICAL.
BOTTOM RAIL
4" O.D. LINE
POST TYP.
GROUND LINE
11 GA. 3/8"
DIAMOND
MESH FABRIC
TYP. CONCRETE CURB
2- #5x CONT. TOP & BOTTOM
W/ #3 STIRRUPS @ 24" O.C.
1' - 4"
CONCRETE PIER
FOOTING BEYOND
10' - 0" HIGH SECURITY FENCE ENCLOSURE
12' - 0" HIGH SECURITY FENCE
15' - 0" HIGH SECURITY FENCE WITH ANGLED TOP
BOTTOM RAIL
4" O.D. LINE
POST TYP.
TYP. CONCRETE
FOOTING
1' - 4"
11 GA. 3/8"
DIAMOND
MESH FABRIC
GROUND LINE2
4- #5 VERTICALS W/
#3 TIES @ 8" PITCH
FOUNDATION SIZE AND
REINFORCEMENT TO BE
VERIFIED BY FENCE SUPPLIER,
INTALLER, AND MANUFACTURER
10' - 0" HIGH SECURITY FENCE ENCLOSURE
12' - 0" HIGH SECURITY FENCE
15' - 0" HIGH SECURITY FENCE WITH ANGLED TOP
PAINTED, HAND RAIL
MOUNTING BRACKET
AT 48" O.C. MAX
RETURN HAND RAIL
ENDS TO WALL
1 1/2" O.D. PAINTED,
STEEL HAND RAIL
2 1/2"
/2
/2
/4
/2
1 1/2" O.D. PAINTED,
STEEL GUARD RAIL
/4
1 1/2"
EMBED POST INTO
NON-SHRINK EPOXY
GROUT, TYP.
/2
WELD ALL JOINTS
AND SAND
SMOOTH. PREP
FOR PAINTING.
TYPICAL.
/2
2 1/2"
1 1/2" O.D. PAINTED,
STEEL HAND RAIL
2 1/2"
/2
/2
/4
/2
1 1/2" O.D. PAINTED,
STEEL GUARD RAIL
REFER TO PLAN
/4
PAINTED, HAND
RAIL MOUNTING
BRACKET AT 48"
O.C. MAX
RETURN HAND RAIL
ENDS TO WALL
A2.3
/2 "1
/2
NEW CONCRETE
FOOTING, TYPICAL.
GROUND LINE
MAX.
8' - 0"
MAX.
8' - 0"
MAX.
4"
"NEW 16 GA.- 2-1/2"
STEEL POST BY
FENCE
MANUFACTURE,
TYPICAL.
EXISTING 18 GA.- 5/8"
STEEL SQUARE
PICKETS, TYPICAL.
EXISTING 16 GA. - 1" x
1-3/16" TOP RAIL AND
BOTTOM RAIL, TYPICAL.
A2.3
V E
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IF
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/8
6' - 5"
A2.3
1 1/2" O.D. PAINTED,
STEEL HAND RAIL
1 1/2" O.D. PAINTED,
STEEL GUARD RAIL
PAINTED, HAND RAIL
MOUNTING BRACKET
AT 48" O.C. MAX
3/4" DIA. PAINTED STEEL
TUBE PICKETS, AT 4" O.C.
(TYPICAL)
A2.3
5' - 0 1/2"
EXISTING BUILDING
A2.3 26' - 0"
1 1/2" O.D. PAINTED,
STEEL HANDRAIL
3/4" DIA. PAINTED
STEEL TUBE PICKETS,
AT 4" O.C. (TYPICAL)
A2.3
5' - 0"4' - 1"11' - 4"
1' - 0"
3" x 3" 12 GA. POSTS
EXISTING CONCRETE
SIDEWALK OR CURB
CONTINUOUS COMC.
FOOTING W/ #4 BAR REINF.
EXPANSION JOINT
1' - 0"
T Y
P
PRESSED DOME CAPS.
FOUNDATION SIZE AND
REINFORCEMENT TO BE
VERIFIED BY FENCE SUPPLIER,
INTALLER, AND MANUFACTURER
1' - 0"
12" O 4000 PSI
CONCRETE FOOTING
ADJ. MOUNTING
PLATE (2 PIECES)
WELD ON BOX HINGE
GATE UPRIGHT 1-1/2"
16GA.
POWDER COATED FINISH
OVER ELECTRO-GALVANIZED
STEEL PLATE, 16 GA. WELDED
TO GATE (COLOR TO MATCH
GATE)
ADJUSTABLE RECEIVER
BRACKET (COLOR TO
MATCH GATE)
EXIT DEVICE
3" LATCH CLEARANCE
18 GA.- 5/8" STEEL
SQUARE PICKETS,
TYPICAL.
16 GA. - 1" x 1-3/16" TOP
RAIL AND BOTTOM RAIL,
TYPICAL.
16 GA. - 1" x 1-3/16" TOP
RAIL AND BOTTOM RAIL,
TYPICAL.
7' - 0" 5' - 6"
A2.3
A2.3
A2.3
TRASH
YARD
NEW HC RAMP WITH
GUARD RAIL AND
HAND RAIL
/8
/8
7/8" / 12"
A3.1
10' - 6 1/2"
CONTROL JOINTS
CONTROL JOINTS
CONTROL JOINTS
1 1/2" O.D. PAINTED,
STEEL HAND RAIL
0' - 2 1/4"
1 1/2" O.D. PAINTED,
BALUSTER POST
4' - 0"
A2.3
A2.3
4' - 0"
NEW SIDEWALK
RISER HEIGHT BETWEEN
SIDEWALK AND BOTTOM
RISER TO BE 6 INCHES
SCALE : 1/2" = 1'-0"
TYP. SECURITY FENCE POST FOOTING
SCALE : 1/2" = 1'-0"
TYP. SECURITY FENCE BEAM DETAIL
SCALE : 1" = 1'-0"
TYPICAL STAIR HANDRAIL
SCALE : 1" = 1'-0"
TYPICAL HANDRAIL AT RAMP
SCALE : 1/2" = 1'-0"
TYPICAL HANDRAIL SECTION AT RAMP
SCALE : 1/4" = 1'-0"
DECORATIVE FENCE DETAIL
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
/1 /2
:5
:2
P M
A2.3
FENCING SECTION AND DETAILS
2153.A
11/15/24
IA
JW/MC
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
SCALE : 1/4" = 1'-0"
LONG SECTION ALAMO RAMP
SCALE : 1/4" = 1'-0"
SHORT SECTION ALAMO RAMP SCALE : 1/4" = 1'-0"
LONG SECTION SEIDEL RAMP
SCALE : 1/2" = 1'-0"
WROUGHT IRON FENCE FOOTING
SCALE : 1/2" = 1'-0"
PEDESTRIAN GATE W/ EXIT DEVICE HARDWARE
SCALE : 1/4" = 1'-0"
ALAMO HALL NEW RAMP
SCALE : 1" = 1'-0"
TYPICAL HANDRAIL SECTION AT RAMP
SCALE : 1/4" = 1'-0"
SEIDEL RAMP
X XX XX X
X
X
X
X
X X X XX XX XX X X XX XX X
X X
X X
O O
X X
C C
V V
X X
X X
S S
X X
O O O OO O O O
X XX XX X
X
X
X X X XX X
O
O
O OO OO O
C CC C C CC CC C
C C
C CC CC C
C
C
C C C CC C
MAX.
10' - 0" (TYP.) 6' - 3"
MAX.
10' - 0" (TYP.)
CLEAR OPN'G.
TYP. 6' - 0"
6' x 7' SECURITY GATE 12' HIGH SECURITY FENCE
2" O.D. TOP RAIL TYP.
2 1/2" O.D. LINE POST TYP.
BOTTOM RAIL
TENSION BAR
3" O.D. END POST TYP. TYP. CONCRETE
BEAM AND FOOTING
GROUND LINE
2" O.D. MID RAIL TYP.
E Q
E Q
11 GA. 3/8" NON-
CLIMBABLE MESH FABRIC
TYPICAL:
9 GA. ALUMINUM FABRIC
TIES (5) PER SECTION OF
RAIL AND BRACE. LINE
POST TO HAVE (1) LESS
THAN FABRIC HEIGHT.
A
.3
A2.3
INSTALL CONCRETE
BEAM BETWEEN
POST AT BASE OF
SECURITY FENCE.
ELEVATION
PLAN
PROVIDE INFRASTRUCTURE
TO ALLOW FOR NEW DOOR
HARDWARE, REFER TO SHEET
A2.11 FOR HARDWARE.
NOMINAL 3' - 8" x 7' - 0"
PERSONEL GATE WITH
2/8" NON CLIMBABLE
MESH FABRIC.
10' - 0" 10' - 0"
12' HIGH
SECURITY FENCE
2" O.D. TOP
RAIL TYP.
2 1/2" O.D. LINE
POST TYP.
BOTTOM RAIL
TENSION BAR
3" O.D. END POST TYP.
TYP. CONCRETE CURB AND
FOOTING RE: STRUCTURAL
GROUND LINE
2" O.D. MID RAIL TYP.
A
.3
11 GA. 3/8" NON-
CLIMBABLE MESH FABRIC
A2.3
TYPICAL:
9 GA. ALUMINUM FABRIC
TIES (5) PER SECTION OF
RAIL AND BRACE. LINE
POST TO HAVE (1) LESS
THAN FABRIC HEIGHT.
INSTALL CONCRETE
BEAM BETWEEN POST
AT BASE OF SECURITY
FENCE.
ELEVATION
PLAN
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.
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
DOMED POST
CAP TYPICAL
3/8" X 14 ga X 5' - 0"
CHAINLINK MINI MESH
3" - 6" MESH OVERLAP
SECURE WITH 11 GA HOG
RINGS 6" O.C.
2" X 9 GA X 10' - 6"
CHAINLINK MESH WITH
BOTTOM RAIL
BOTTOM RAIL 4" MAX.
FROM GRADE
10' -0" O.C.
OR AS NOTED
BOTTOM RAIL FASTENER
WITH FOOTING. OPTIONAL
SEE DETAIL X.XX
EXTEND MINI MESH
BEYOND POST CAP
4' -6"
1 5/8" O.D.
GALV. STEEL
PIPE RAILS
3" O.D PATENTED
ARCHED LINE POST
FINISHED GRADE
15" 15"
T O
C E
N T
E R
L
IN
E
A2.3A
10' - 0"
1 5/8" O.D.
GALV. STEEL
PIPE RAILS
REFER TO SHOP
DRAWING FOR
RADIUS
8' - 0"
RADIUS 9'-0"
11 GA. 3/8" NON-
CLIMBABLE MESH
FABRIC, TYPICAL.
A
.3
A
MAX.
10' - 0" (TYP.) 3' - 11"
MAX.
10' - 0" (TYP.)
3' - 8" x 7' SECURITY GATE 12' HIGH SECURITY FENCE
2" O.D. TOP RAIL TYP.
2 1/2" O.D. LINE POST TYP.
BOTTOM RAIL
TENSION BAR
3" O.D. END POST TYP. TYP. CONCRETE
BEAM AND FOOTING
GROUND
LINE BEYOND
2" O.D. MID RAIL TYP.
11 GA. 3/8" NON-
CLIMBABLE MESH FABRIC
TYPICAL:
9 GA. ALUMINUM FABRIC
TIES (5) PER SECTION OF
RAIL AND BRACE. LINE
POST TO HAVE (1) LESS
THAN FABRIC HEIGHT.
A
.3
A
.3
A
INSTALL CONCRETE
BEAM BETWEEN
POST AT BASE OF
SECURITY FENCE.
ELEVATION
PLAN
CLEAR OPN'G.
TYP. 3' - 8"
E Q
E Q
PROVIDE INFRASTRUCTURE
TO ALLOW FOR NEW DOOR
HARDWARE, REFER TO SHEET
A2.11 FOR HARDWARE.
NOMINAL 3' - 8" x 7' - 0"
PERSONEL GATE WITH
2/8" NON CLIMBABLE
MESH FABRIC.
2' - 8"
BOTTOM RAIL
4" O.D. LINE
POST TYP.
TYP. CONCRETE
FOOTING
11 GA. 3/8"
DIAMOND
MESH FABRIC
GROUND LINE
4- #5 VERTICALS W/
#3 TIES @ 8" PITCH
FOUNDATION SIZE AND
REINFORCEMENT TO BE
VERIFIED BY FENCE
SUPPLIER, INSTALLER,
AND MANUFACTURER
15" 15"
T O
C E
N T
E R
L
IN
E
CONCRETE GRADE
BEAM BENEATH
GATE OPENING
NOMINAL 3' -8" X 7' -0"
PERSONEL GATE
FABRICATED FROM
CHAINLINK
3" X 1 5/8" O.D LINE
RAIL CLAMPS TYPICAL
DOMED POST CAP
BASE CONDITION VARIES
SEE DETAILS
FINISHED GRADE
3" O.D PIPE COLUMN
3" O.D. PATENTED ARCHED
LINE POST WITH 2 1/2"
0.D. GALV. STL. INSSERT
1 5/8" O.D.
PIPE RAILS
4' - 0"
PLAN
A2.3A
REFER TO SHOP
DRAWINGS FOR
RADIUS
PROVIDE
INFRASTRUCTURE TO
ALLOW FOR NEW
DOOR HARDWARE,
REFER TO SHEET
A2.11 FOR
HARDWARE.
NOMINAL 3' - 8" x 7' - 0"
PERSONEL GATE WITH
2/8" NON CLIMBABLE
MESH FABRIC.
A
.3
M
IN
1' - 6"
ROUNDED TOP OF
CEMENT WASH
6" DIAM. PAINTED
STEEL PIPE FILLED
WITH CONCRETE.
EXPANSION JOINT
COMPRESSIBLE
FILLER
ASPHALT DRIVEWAY.
REFER TO CIVIL.
10' - 0" 10' - 0"
12' HIGH
SECURITY FENCE
2" O.D. TOP
RAIL TYP.
3" O.D. LINE POST TYP.
BOTTOM RAIL
TENSION BAR
3" O.D. END POST TYP.
TYP. CONCRETE CURB AND
FOOTING RE: STRUCTURAL
GROUND LINE
2" O.D. MID RAIL TYP.
A F
F
E Q
U A
L E
Q U
A L
A
.3
11 GA. 3/8" NON-
CLIMBABLE MESH FABRIC
A2.3
TYPICAL:
9 GA. ALUMINUM FABRIC
TIES (5) PER SECTION OF
RAIL AND BRACE. LINE
POST TO HAVE (1) LESS
THAN FABRIC HEIGHT.
INSTALL CONCRETE
BEAM BETWEEN POST
AT BASE OF SECURITY
FENCE.
ELEVATION
PLAN
GROUND LINE
2" OD. TOP RAIL,
TYPICAL.
2 1/2" O.D. LINE POST
TYPICAL.
2" OD. BOTTOM RAIL,
TYPICAL.
11 GA. 3/8" NON-
CLIMBABLE MESH
FABRIC, TYPICAL.
A2.3A
A
F F
0' - 10"
/2
MAX.
10' - 0" (TYP.) 3' - 11"
MAX.
10' - 0" (TYP.)
3' - 8" x 7' SECURITY GATE 15' HIGH SECURITY FENCE
TYP. CONCRETE
BEAM AND FOOTING
PLAN
2" O.D. TOP RAIL TYP.
BOTTOM RAIL
TENSION BAR
3" O.D. LINE POST TYP.
GROUND
LINE BEYOND
2" O.D. MID RAIL TYP.
11 GA. 3/8" NON-
CLIMBABLE MESH FABRIC
TYPICAL:
9 GA. ALUMINUM FABRIC
TIES (5) PER SECTION OF
RAIL AND BRACE. LINE
POST TO HAVE (1) LESS
THAN FABRIC HEIGHT.
A
.3
A
.3
A
INSTALL CONCRETE
BEAM BETWEEN
POST AT BASE OF
SECURITY FENCE.
ELEVATION
PROVIDE INFRASTRUCTURE
TO ALLOW FOR NEW DOOR
HARDWARE, REFER TO SHEET
A2.11 FOR HARDWARE.
NOMINAL 3' - 8" x 7' - 0"
PERSONEL GATE WITH
2/8" NON CLIMBABLE
MESH FABRIC.
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
/1 /2
:5
:3
P M
A2.3A
FENCING SECTION AND DETAILS
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
SCALE : 1/4" = 1'-0"
TYPICAL 12' HIGH SECURITY GATE ELEVATION
SCALE : 1/4" = 1'-0"
TYPICAL SECURITY FENCE ELEVATION
SCALE : 1/4" = 1'-0"
OUTSIDE VIEW FENCE SECTION A - A
SCALE : 1/4" = 1'-0"
TYPICAL 12' HIGH SECURITY SINGLE GATE ELEVATION
SCALE : 1/2" = 1'-0"
CURVED FENCE DETAIL
SCALE : 1/4" = 1'-0"
FENCE ELEVATION - OUTSIDE VIEW FENCE SECTION A - A
SCALE : 1/2" = 1'-0"
BOLLARD DETAIL
(15' - 0" HIGH SECURITY FENCE SIMILAR) (15' - 0" HIGH SECURITY FENCE SIMILAR) (15' - 0" HIGH SECURITY FENCE SIMILAR)
SCALE : 1/4" = 1'-0"
TYPICAL SECURITY FENCE ELEVATION SLANT TOP
SCALE : 1/4" = 1'-0"
TYPICAL SECURITY FENCE ELEVATION SLANT TOP W/ DOOR
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 XX
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 DRAWINGS.
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
AD
AD113
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
/1 /2
:5
:5
P M
A2.4
ALAMO HALL BLDG 521 - NEW
CONSTRUCTION FIRST FLOOR 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
NEW CONSTRUCTION PLAN KEYNOTES
PROVIDE OPENING IN NON-CLIMB FENCE FROM SLAB TO UNDERSIDE OF STAIR LANDING. ALL FENCE EDGES TO BE TWIST FREE.
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.
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.
DN
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 XXX XX
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"
/2
/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 1/2"
13' - 2"
C L E
A R
STAIRS TO BASEMENT
BELOW, REFER TO 2/A2.5
A3.3
10' - 6 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
/1 /2
:0
:0
P M
A2.4A
ALAMO HALL BLDG 521- NEW CONSTRUCTION
FIRST FLOOR DIMENSION 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
NORTH
SCALE : 1/8" = 1'-0"
NEW CONSTRUCTION FIRST FLOOR DIMENSION PLAN
UP
UP
D W
UP
MECH
ROOM
ADA
PATIENT
BED 6
ADA
PATIENT
BED 5
PATIENT
BED 2
PATIENT
BED 7
NEW
ELEVATOR
SECLUSION
ANTE
SECLUSION
ROOM
ADA TLT /
SHWR 2
CLN
STOR.
PAT TLT. 6
PATIENT
BED 17
EXAM
ROOM
ANTE
ROOM T/R
ELECT.
ROOM
PATIENT
BED 1
PATIENT
BED 4
PAT TLT. 2
STAFF
OBSERVATION
SOILED
PATIENT
SHWR 2
ELOPEMENT
CONSULT 4
PAT TLT /
TUB
SHWR 3
PATIENT
BED 19
PATIENT
BED 20
MECH.
ROOM
PAT TLT. 5
MECH
ROOM
STAFF
STATION
STOR.
PAT TLT
ELOPEMENT
PATIENT
BED 3
A4.1
A4.1
PATIENT
CORRIDOR
ADA TLT /
SHWR 1
EVS
CLN
IDF ROOM
A4.1
F.E.C.
F .E
.C
F.E.C.
PATIENT
BED 18
LAUNDRY
EXISTING
STAIRS
ELEVATOR
PATIENT
BED 16
PATIENT
BED
PATIENT
BED
PATIENT
BED
PAT TLT. 3
PATIENT
BED
PAT. TLT. 4
PATIENT
BED
ADA
PATIENT
BED 14
PAT TLT. 1
PATIENT
BED
ADA
PATIENT
BED 15
STAIRS
PILL
CALL
STOR.
STOR.
DOOR ON
HOLD OPEN
DOORS ON
HOLD OPEN
DOORS ON
HOLD OPEN
EX
EX
E X
EX
EX EX
EX
A3.11
A3.1
J J
A
C3C3
B
C3
J
J
B
K
J
J
J
C3
J
EX
231C
EX
B
C3
C
S
A4.216
2 2
J
C3
C3
E X
E X
A4.3
STOR.
A4.3
A4.3
BB
K
J1
C1
J1
B
K
C1
J
J
C3
J
B3
E
J
J1
C3
B
J
K
J
C
C3
C3
J1
C3
B2
C3
C3
A1
A1
C3
C3
C3
C3
C3
C3
C3
K
H
E
AE
PATIENT
CORRIDOR
219 PATIENT
CORRIDOR
PATIENT
CORRIDOR
PATIENT
CORRIDOR
MAIN MED
RM
ROOF
BELOW
A4.217
A4.2 14
/8
F.E.C.
F.E.C.
F.E.C.
A4.3
PILL CALL
STAFF
RESTROOM
A4.2
AK
AK
INCENTIVE
THERAPY
B
A
231B
A4.1
SIM. OH
MED CART
A4.1
A4.1
3' - 0"
PATIENT
SHOWER 1
SIM.
A4.1
E
A4.1
A4.1
SIM.
A4.1
SIM. OH
SIM.
A4.2 13
SIM.
SIM.
PYXIS
FRDG.
BD PYXIS
MED
FRDG.
M E
D C
A R
T
UNDER
FRDG.
XEROX
SECONDARY
MED RM.
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
A4.1
STAIRS
J
9 3/4"
/8
AA
VESTIBULE
A
C
A3.1
A8.1
A8.1
A
VESTIBULE
231A
N O
N
N
N
O
E X
C3
O N
O
204 203
FOOD
CART
F O
O D
C
A R
T F
O O
D
C A
R T
A4.1
A5.2
P
267A
A4.3
SIM. OH
SIM.
NOISY ACTIVITY
A7.1
F
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.
UP - LEADS NOWHERE
F
G H
EXISTING
BASEMENT
EXISTING
ELEV. PIT
E X
EX
A7.1
CORNER BULLNOSE BEAD
/ PROVIDE ANTI-PICK
MASTIC SURE BOND
SB190 OR EQUAL
EXISTING WINDOW LEDGE
NEW WINDOW AS SCHEDULED
LOW WALL TO MATCH
BED HEIGHT
FLOOR PLANS
VERIFY W/
FURR OUT WALL BEYOND
1/4" / 12"
1/4" / 12"
SLOPE
SLOPE
1/4" / 12"
SLOPE
SEAL ALL OPENINGS AT
PARAPET AFTER REMOVAL
OF CAST STONE NOSING
EXISTING CAST
STONE COPING
REMOVE NOSING
OF EXISTING CAST
STONE COPING
NEW SBS MODIFIED
BITUMEN ROOF SYSTEM
EXISTING APP MODIFIED
ROOF SYSTEM
EXISTING CAST
STONE COPING
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
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
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A2.5
ALAMO HALL BLDG 521 - NEW
CONSTRUCTION SECOND FLOOR PLAN
2153.A
11/15/24
IA/MC
JW/TR
A
LA
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C O
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FINAL CONSTRUCTION DOCUMENTS
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NORTH
SCALE : 1/8" = 1'-0"
NEW CONSTRUCTION SECOND FLOOR PLAN
NEW CONSTRUCTION PLAN KEYNOTES
1 EXISTING STAIRS AND SECURITY FENCING TO REMAIN.
2 EXISTING CLAY TILE ROOF BELOW.
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.
EXISTING WINDOW SYSTEM TO REMAIN, REMOVE 1/4" TEMPERED GLAZING ON INTERIOR SIDE. PREP FOR NEW 1/2"
LEXAN AND INTEGRAL BLIND.
5 EXISTING ROOF LADDER TO REMAIN.
6 EXISTING FIRE EXTINGUISHER CABINET TO REMAIN.
RELOCATED FIRE EXTINGUISHER AND CABINET, SEAL ALL SIDES WITH ANTI-PICK MASTIC-SUREBOND 2B190 OR
APPROVED EQUAL.
CONTRACTOR TO ENSURE EXISTING WINDOWS HAVE TAMPER RPOOF HEX TORX SECURITY TYPE SCREWS, REMOVE AND REPLACE ALL SCREWS THAT ARE NOT HEX TORX TYPE.
9 EXISTING HAND SINK TO BE REINSTALLED, REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION.
10 NEW PLUMBING FIXTURES TO BE INSTALLED. REFER TO MEP DRAWINGS.
11 PATIENT WINDOW LOW WALL FURR-OUT TO MATCH PATIENT BED HEIGHT. REFER TO DETAIL 3/A2.5.
EXISTING HOPPER SINK TO BE REINSTALLED, REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL
NEW RAISED PLATFORM, SIMILAR TO EXISTING.
13 EXISTING ROOM TO REMAIN.
14 RELOCATE EXISTING WOOD SHELVING, COORDINATE WITH OWNER FOR NEW LOCATION.
15 INSTALL NEW PORTABLE EYE WASH STATION.
16 NEW ANTILIGATURE HANDRAIL, REFER TO FINISH DRAWINGS.
REINSTALL EXISTING NON-LIGATURE RESISTANT PLUMBING FIXTURES AND NON-LIGATURE RESISTANT TOILET
ACCESSORIES. CONTRACTOR SHALL SEAL ALL SIDES OF PLUMBING FIXTURES.
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.
SCALE : 1/8" = 1'-0"
BASMENT FLOOR PLAN
SCALE : 1/2" = 1'-0"
PATIENT BED WINDOW DETAIL
SCALE : 1/8" = 1'-0"
ADDITION ROOF PLAN
X
UP
UP
D W
MECH
ROOM
224 SF
ADA PATIENT
BED 6
208192 SF
ADA PATIENT
BED 5
206 SF
PATIENT BED
157 SF
PATIENT BED
NEW
ELEVATOR
SECLUSION
ANTE
SECLUSION
ROOM
ADA TLT /
SHWR 2
CLN
STOR.
PAT TLT. 6
183 SF
PATIENT BED
191 SF
PATIENT BED
EXAM
ROOM
ANTE
ROOM T/R
ELECT.
ROOM
200 SF
PATIENT BED
186 SF
PATIENT BED
PAT TLT. 2
STAFF
OBSERVATION
SOILED
PATIENT
SHWR 2
ELOPEMENT
CONSULT 4
250 187 SF
ADA PATIENT
BED 15
PAT TLT /
TUB
SHWR 3
208 SF
PATIENT BED
204 SF
PATIENT BED
MECH.
ROOM
PAT TLT. 5
MECH
ROOM
STAFF
STATION
STOR.
PAT TLT
ELOPEMENT
PATIENT
CORRIDOR
190 SF
PATIENT BED
PATIENT
CORRIDOR
ADA TLT /
SHWR 1
EVS
CLN
IDF ROOM
LAUNDRY
F.V.
11' - 1"
8' - 1 1/8"
CLEAR
6' - 0"
FIELD VERIFY
7' - 4 1/8"
10 5/8"
203 SF
PATIENT BED
STAIRS
180 SF
PATIENT BED
PAT TLT. 3
170 SF
PATIENT BED
160 SF
PATIENT BED
166 SF
PATIENT BED
PAT. TLT. 4
161 SF
ADA PATIENT
BED 14
167 SF
PATIENT BED
PATIENT
CORRIDOR
165 SF
PATIENT BED
PATIENT
SHOWER 1
PAT TLT. 1
INCENTIVE
THERAPY
STOR.
EXISTING
STAIRS
/2
/2
F.V.
13' - 1"
F.V.
11' - 1"
FIELD VERIFY
14' - 4 1/2"
F .V
/8
7' - 8 1/2"
10' - 0"
/2
9' - 1" 14' - 5 1/2"
5' - 9 5/8"
4' - 2 1/2"
F .V
/4
3' - 4" 0' - 4"
/2
3' - 5 3/8"
1' - 11"6' - 0 3/8" 3' - 4"
/2
/2
/2
5' - 3 1/2" 3' - 4"
2' - 0 1/2"
2' - 0"
3' - 11" 3' - 4" 4' - 0"
7' - 6" 3' - 2 1/2"
MAIN MED
RM
4' - 8"
11' - 8"
/2
/2
F .V
6' - 1" 3' - 4"
1' - 11"
3' - 4" 4' - 0"
/2
3' - 10"
/2
7' - 4" 3' - 4" 2
/2
3' - 4" 4' - 0"
/2
13' - 5 1/2"6
/2
3' - 3" 1' - 1 1/2"
0' - 10"
3' - 4" 4' - 2 1/2"
/2 " 3' - 4" 6' - 2 1/2"
3' - 4" 5' - 9"6
3' - 4" 6' - 3"6
/2
F .V
/8
/8
/8
2' - 1 1/2" 2' - 7 1/4" 3' - 6"
3' - 7 7/8"
/4
/4
/2
/8
/8
/8
SLOPE
1/4" / 12"
ROOF
BELOW
/8
3' - 5 1/4"
2' - 0 5/8"
/4
3' - 0 1/2"
/8
/8
1' - 4"
/4
/2
/8
1' - 8 1/2" 1' - 11 5/8" 3' - 3 1/8"
3' - 0 1/2"
VESTIBULE
ELEVATOR
VESTIBULE
231A
/2
CLEAR
7' - 10 3/4"
C L E
A R
/2
/2
0' - 10"
0' - 10"
/2
1' - 4 1/2"
3' - 7"0
/2
0' - 10"
A3.3
/2
2' - 0"
9 3/4"
2' - 0"
3' - 0"
10' - 6 1/2"
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).
E R
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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.
C
SHEET
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P M
A2.5A
ALAMO HALL BLDG 521- NEW CONSTRUCTION
SECOND FLOOR DIMENSION 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
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O N
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FINAL CONSTRUCTION DOCUMENTS
/1
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SCALE : 1/8" = 1'-0"
NEW CONSTRUCTION SECOND FLOOR DIMENSION PLAN
D A
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NORTH
UP
DN
X X
X X
X XX X X X X X
X X
X
XX XXXXXX
X X
X X
X
O O
O O
O O
O OO O O O
X
X
X X
X X
X X
X X
O O
O O
PATIENT
BLDG
STORAGE
S109
STAFF TLT
S110
LAW TLT
S125
LAW
LOUNGE
S124
PAT TLT
S111
EVS
S108
BED BUG
S114
PUBLIC
TLT
S106
TELEHEALTH
S116
SIT/PRIV
S107
TLT/ SHWR
S113
PATIENT
EVALUATION
S117
SECURITY
IT
SERVERS
S121
ELOPEMENT
S122
OPEN VISIT
S105
CENTRAL
CONTROL
S118
SECURITY/
SCREENING
S103
OFFICE
S120
PUBLIC
LOBBY/
WAIT
S100
STAFF
VESTIBULE
S104
SHELL
ELOPEMENT
S122
ADMISSIONS/
SCREENING
AREA
S112
R A
M P
U P
VISITOR
ENTRANCE
EXISTING MECHANICAL YARD
STAFF
BREAKROOM
LOCKERS
S101
STAFF ENTRANCE
STAFF T/R
S102
CORR.
S123
STAFF
ENTRANCE
STAFF
OPEN
AREA
S119
A3.21
COFFEE
BAR
A3.2 2
C H
E C
K
IN
W
D O
W
A3.2
E2
C2
C2
C2
C
A
B
AA
SFSFSFSF
SD
SAA
GA
E
EX
EX
EX
EX
EX
EX
EXEXEX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EXEXEX
EX
EX
EX
EXISTING
MECHANICAL
BUILDING
STEPS
DN
DN
EXIT
NOT IN CONTRACT
NOT IN CONTRACT
NOT IN CONTRACT
NOT IN CONTRACT
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EXEX
EX
EXEX
EX
S125
S124
S114S113
S111
S110
S109
S108
S107
S106 S107B
S123B
S
S123
S105
S122 S116 S117
S103B
S102
S103
S100B
S100
S118
S119 S121
S120
S112B
DRIVEWAY
GATE
A3.2
SD
S104
D
B
F
E
A
B
B
C
C
C2
A
A
A
B
C
B
A
A4.4
A4.4
MEDICATION
ROOM
S117A
A4.410
A4.2
A4.2
A4.2
A4.2
A4.2
A4.2
A
S117A
A1
C
SB
SB
SC
S126
A3.2
A3.27
S123A
F.E.C.
F.E.C.
A2.3
A4.4
A4.4
A4.4
CORR.
S132
CORR.
S131
CORR.
S133
CORR.
S134
MECHANICAL/
ELECTRICAL ROOM
SERVING
A4.4
A4.4
S101
R E
F
S100A
G
PYXIS 6
DRAWER
MED
CART
P Y
X
IS
R
E F
R
IG
A11.8
SLOPE
SLOPE
1/8" PER FOOT
1/8" PER FOOT
A1
A
B
C2
C2
B
C2
S134
CORR.
S130
SE
C2
17 17
A
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
EX
HATCH INDICATES AREA OF NEW
CONCRETE SIDEWALK
HATCH INDICATES EXTEND OF NEW
ASPHALT SEAL COAT
HATCH INDICATES EXTEND OF EXISTING
SPACE TO REMAIN AS IS. NOT IN
CONTRACT.
SYMBOL INDICATES NEW WINDOW TYPE. REFER
TO SHEET A2.13 FOR NEW WINDOW TYPES
X
SYMBOL INDICATES NEW PARTITION TYPE
REFER TO SHEET A2.8 AND A2.9 FOR NEW
WALL TYPES
X
N SYMBOL INDICATES NEW DOOR TYPE. REFER TO
SHEET A2.11 FOR NEW DOOR TYPES
EXISTING FIRE EXTINGUISHER
CABINTET TO REMAIN.
NEW FIRE EXTINGUISHER CABINTET.
NEW CONSTRUCTION GENERAL NOTES
A. REFER TO SHEET 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…
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