ESBD_393688_1738699994376_HHS0015184 Attachment H-1d.pdf
PDF 6 MB Posted
- Solicitation number
- HHS0015184
- Issued by
- Texas
About this file
This file contains architectural and engineering drawings and specifications for a renovation project at the Alamo Hall Geriatric MSU and Seidel Building 598 facilities of the Texas State Health and Human Services Commission in San Antonio, Texas. The drawings detail extensive renovations including door and window installations, millwork, furniture layouts, equipment specifications, reflected ceiling plans, and interior elevations for both buildings. Key elements include security features like ligature-resistant fixtures, behavioral health furniture specifications, and secure door/window systems appropriate for a healthcare facility.
The drawings specify detailed furniture and equipment schedules with numerous items including patient beds, wardrobes, chairs, tables, medical equipment and storage units. The plans indicate specific manufacturer requirements, model numbers, quantities and installation details for items like Pyxis medication dispensing systems, security cameras, nurse call systems, and behavioral health furnishings from manufacturers like Norix and Stance Healthcare. The documents include comprehensive mounting details, architectural sections, and equipment placement specifications to ensure proper installation and patient safety in accordance with behavioral health facility requirements.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 15/16" 2 1/8" 1 9/16"
VERIFY
5 5/8"
HOLLOW METAL
FRAME, PAINT
DOOR AS SCHEDULED
CAULKING ON BOTH SIDES
REFER TO SHEET A2.8
AND A2.9 FOR WALL
TYPES
3 1/2" SOUND
ATTENUATION BLANKET
4 7/8"
3 5/8" METAL STUDS AT
16" O.C. / DOUBE STUDS
AT DOOR HEAD, TYPICAL
2X4 TREATED WOOD
BLOCKING1/4" SHIM SPACE
NON-PATIENT
SIDE
NON-PATIENT
SIDE
3/8"
1 15/16" 2 1/8" 1 9/16"
VERIFY
5 5/8"
PROVIDE (3)
ANCHORS PER JAMB
HOLLOW METAL
FRAME, PAINT
DOOR AS
SCHEDULED
CAULK ON BOTH SIDES
REFER TO SHEETS A2.8
AND A2.9 FOR WALL TYPES
4 7/8"
3 1/2" SOUND
ATTENUATION BLANKET
1/4" SHIM SPACE
NON-PATIENT
SIDE
NON-PATIENT
SIDE
METAL STUD JAMB
3/8"
DOOR AS SCHEDULED
3 5/8" METAL STUDS AT
16" O.C. / DOUBLE STUDS
AT DOOR HEAD, TYPICAL
REFER TO SHEETS A2.8
AND A2.9 FOR WALL TYPES
HOLLOW METAL DOOR
FRAME, PAINT
CAULKING ON
BOTH SIDES
SOUND ATTENUATION
BLANKET
(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
5 1/2"
1 15/16" 2 3/8" 1 15/16"
6 1/4"
2X4 TREATED WOOD
BLOCKING
1/4" SHIM SPACE
PATIENT SIDE NON-PATIENT
SIDE
3/8"
METAL STUD JAMB
REFER TO SHEET A2.5
FOR WALL TYPES
CAULKING ON
BOTH SIDES
(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
SOUND ATTENUATION
BLANKET
5 1/2"
DOOR AS SCHEDULED
HOLLOW METAL DOOR
FRAME, PAINT
1 15/16" 2 3/8" 1 15/16"
1/4" SHIM SPACE
6 1/4"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
PATIENT SIDE NON-PATIENT
SIDE
3/8"
6 7/8"
3 5/8" METAL STUDS AT 16"
O.C. / DOUBLE STUDS AT
DOOR HEAD, TYPICAL
REFER TO SHEETS A2.8
AND A2.9 FOR WALL TYPES
CAULKING ON
BOTH SIDES
SOUND ATTENUATION
BLANKET
6 1/8"
(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
DOOR AS SCHEDULED
HOLLOW METAL DOOR
FRAME, PAINT
1 15/16" 3" 1 15/16"
1/4" SHIM SPACE
PATIENT SIDE PATIENT SIDE
3/8"
METAL STUD JAMB
REFER TO SHEETS
A2.8 AND A2.9 FOR
WALL TYPESCAULKING ON
BOTH SIDES
SOUND ATTENUATION
BLANKET
6 1/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
6 7/8"
DOOR AS SCHEDULED
HOLLOW METAL DOOR
FRAME, PAINT
1 15/16" 3" 1 15/16"
1/4" SHIM SPACE
3 5/8" METAL STUDS AT 16"
O.C. / DOUBLE STUDS AT
DOOR HEAD, TYPICAL(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
PATIENT SIDE PATIENT SIDE
3/8"
SLOPE DOWN
2%
WEATHER SEAL
AS SPECIFIED
DOOR AND FRAME
AS SCHEDULED
EXISTING FACE
BRICK VENEER AT
JAMB BEYOND
1 15/16" 2 1/8" 1 15/16"
PROVIDE LEAD
EXPANSION
ANCHORS AT 12" O.C.
BASE BEYOND AS
SCHEDULED
CONCRETE SLAB
SEE STRUCTURAL
PEMKO 2705_T
CUT BACK 3" OF
CONCRETE & GROUT
EXCESS AS REQUIRED
100B
DOOR & WINDOW SCHEDULE GENERAL NOTES
1. REFER TO SECURITY DRAWINGS FOR ADDITIONAL HARDWARE/ CAMERA REQUIREMENTS.
2 ALL GLASS/ GLAZING ON DOORS TO BE SAFETY, TEMPERED GLASS PER CODE.
3. ALL GLASS/ GLAZING ON DOOR SIDE LIGHTS TO BE SAFETY, TEMPERED GLASS PER
CODES.
4. ALL GLASS/ GLAZING TO CONFORM PER CHAPTER 24, 2015 INTERNATIONAL BUILDING
CODE WITH SPECIAL EMPHASIS ON SECTION 2406 - SAFETY GLAZING.
5. GENERAL CONTRACTOR TO COORDINATE ALL DOOR FRAME SIZES.
6. GENERAL CONTRACTOR TO COORDINATE ALL FRAMES AND DOORS TO ACCEPT ALL
HARDWARE.
7. ALL HARDWARE ON FIRE RATED DOOR UNITS TO BE FIRE RATED HARDWARE.
8. CONTRACTOR SHALL PROVIDE CUTSHEETS AND SHOP DRAWINGS OF DOOR TYPES, DOOR
HARDWARE, AND ACCESS CONTROL FOR CRP APPROVAL PRIOR TO PURCHASING.
9. PROVIDE COMMERCIAL GRADE BUMPERS (WALL OR FLOOR) FOR ALL SWINGING DOORS
THROUGHOUT.
10. ALL WINDOW FRAMES TO BE PAINTED PT-8. REFER TO FINISH SCHEDULE ON A11.2.
11. HORIZONTAL MULLIONS IN SECURITY WINDOWS TO MATCH EXTERIOR WINDOWS.
/4
MIN 14GA FRAME A2.12
/8
2"
2 3/8"
3' - 0"
3' - 0 1/2"
1 5/8"
1/8"
PATIENT
CORRIDOR
PATIENT
ROOM
3/8" 1/8"
/4
3/8"
84 1/2" STRUCTURAL OPENING
84" FRAME HEIGHT
/8
/8
(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
/4
1 3/8"
/8
/2
1 3/4" DOOR
KINGSWAY DOORSTOP
(2) LAYERS OF 5/8"
PAINTED, HIGH IMPACT
XP GYPSUM BOARD
3 5/8" C STUDMIN 14GA FRAME
5/8" HIGH IMPACT
WALLBOARD
WOOD BLOCKING
CORNER BEAD, TAPE,
FLOAT, AND PAINT
JAMB ANCHOR -
PROVIDE MINIMUM
OF 3 ANCHORS
PER JAMB AND
GROUT SOLID
DOOR AND FRAME
AS SCHEDULED
SEALANT
BOTH SIDES
EXISTING
BRICK VENEER
TO REMAIN
3 5/8" 1" 5/8"
10"
100B
5/8" HIGH IMPACT
WALLBOARD
WOOD BLOCKING
CORNER BEAD, TAPE,
FLOAT, AND PAINT
1" R-5 RIGID INSULATION
AIR AND VAPOR RETARDER IN
FACE OF SHEATING
5/8" GLASS MAT SHEATING
R-13 INSULATION
4" METAL STUDS AT 16 INCHES
ON CENTER
6" HEADER STUDS
1" 5/8"
DOOR AND FRAME
AS SCHEDULED
SEALANT
BOTH SIDES
1/2" AIR GAP
FACE BRICK
TO MATCH
EXISTING
3 5/8"
10"
100B
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
:2
P M
A2.12
DOOR 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 : 3" = 1'-0"
INTERIOR DOOR HEAD
SCALE : 3" = 1'-0"
INTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
INTERIOR DOOR HEAD
SCALE : 3" = 1'-0"
INTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
INTERIOR DOOR HEAD
SCALE : 3" = 1'-0"
INTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR SILL
SCALE : 1 1/2" = 1'-0"
KINGSWAY DOOR JAMB
SCALE : 3" = 1'-0"
KINGSWAY DOOR HEAD
SCALE : 12" = 1'-0"
KINGSWAY DOOR JAMB
SCALE : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR HEAD
Revision Schedule
No. Description Date
5/8" HIGH IMPACT
WALLBOARD
WOOD BLOCKING
1" RIGID INSULATION
AIR AND VAPOR
RETARDER IN FACE
OF SHEATING
5/8" GLASS MAT
SHEATING
6" HEADER STUDS
PEEL AND STICK
OVER STAINLESS
STEEL FLASHING
SEALANT
BOTH SIDES
1 1/4" AIR GAP
5 7/8" BATT 13
INSULATION
EXTERIOR BRICK
VENEER
DOOR AND FRAME
AS SCHEDULED
3 1/2" X 4" STEEL
ANGLE LINTEL
1' - 1 1/8"
6"
134B
0' - 5 1/2"0' - 6" 1 1/2"
5/8" HIGH IMPACT
WALLBOARD
1" RIGID INSULATION
AIR AND VAPOR
RETARDER IN FACE
OF SHEATING
5/8" GLASS MAT
SHEATING
6" HEADER STUDS
SEALANT
BOTH SIDES
1 1/4" AIR GAP
5 7/8" BATT 13
INSULATION
EXTERIOR BRICK
VENEER
DOOR AND FRAME
AS SCHEDULED
3 1/2" X 4" STEEL
ANGLE LINTEL
1' - 1 1/8"
6"
134B
1 1/2" 0' - 6" 0' - 5 1/2"
SLOPE DOWN
2%
WEATHER SEAL
AS SPECIFIED
DOOR AND FRAME
AS SCHEDULED
BRICK VENEER AT
JAMB BEYOND
PROVIDE LEAD
EXPANSION
ANCHORS AT 12" O.C.
BASE BEYOND AS
SCHEDULED
CONCRETE SLAB
SEE STRUCTURAL
PEMKO 2705_T
CUT BACK 3" OF
CONCRETE & GROUT
EXCESS AS REQUIRED
GYPSUM BEYOND
1' - 1 1/8"
134B
DOOR AND FRAME
AS SCHEDULED
NEW BRICK
VENEER BEYOND
NEW PEEL AND STICK
FLASHING MEMBRANE
OVER EXISTING R.O.
FRAMING
NEW BACKER ROD AND
SEALANT, (TYPICAL)
NEW 1" RIGID INSULATION
NEW STAINLESS STEEL
FLASHING
NEW 4" HIGH STAINLESS
STEEL END DAM
NEW R -13 BATT INSULATION
NEW AIR AND VAPOR
RETARDER
NEW 5/8" GLASS MAT
SHEATHING
NEW BRICK RELIEF
ANGLE REFER
STRUCTURAL DWGS
NEW 3 5/8" - 16 GA
METAL STUDS AT
16" ON CENTER
WOOD BLOCKING
2 LAYERS OF NEW 5/8"
ABUSE GYPSUM BOARD
10 5/8"
1 1/2" 0' - 6" 0' - 3"
10 5/8"
DOOR AND FRAME
AS SCHEDULED
NEW BRICK
VENEER BEYOND
NEW PEEL AND STICK
FLASHING MEMBRANE
OVER EXISTING R.O.
FRAMING
NEW BACKER ROD AND
SEALANT, (TYPICAL)
NEW 1" RIGID INSULATION
NEW STAINLESS STEEL
FLASHING
NEW 4" HIGH STAINLESS
STEEL END DAM
NEW R -13 BATT INSULATION
NEW AIR AND VAPOR
RETARDER
NEW 5/8" GLASS MAT
SHEATHING
NEW BRICK RELIEF
ANGLE REFER
STRUCTURAL DWGS
NEW 3 5/8" - 16 GA
METAL STUDS AT
16" ON CENTER
WOOD BLOCKING
2 LAYERS OF NEW 5/8"
ABUSE GYPSUM BOARD
1 1/2" 0' - 6" 0' - 3"
SLOPE DOWN
2%
WEATHER SEAL
AS SPECIFIED
DOOR AND FRAME
AS SCHEDULED
EXISTING FACE
BRICK VENEER AT
JAMB BEYOND
PROVIDE LEAD
EXPANSION
ANCHORS AT 12" O.C.
BASE BEYOND AS
SCHEDULED
CONCRETE SLAB
SEE STRUCTURAL
PEMKO 2705_T
CUT BACK 3" OF
CONCRETE & GROUT
EXCESS AS REQUIRED
GYPSUM BOARD
BEYOND
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
:2
P M
A2.13
DOOR 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 : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR HEAD
SCALE : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
ALAMO HALL EXTERIOR DOOR SILL
SCALE : 3" = 1'-0"
SEIDEL HALL EXTERIOR DOOR HEAD
SCALE : 3" = 1'-0"
SEIDEL HALL EXTERIOR DOOR JAMB
SCALE : 3" = 1'-0"
SEIDEL HALL EXTERIOR DOOR SILL
NEW 5/8" GYPSUM BOARD ON
4" METAL STUDS AT 16" ON
CENTER. PAINT TO MATCH
EXISTING ADJACENT, TYPICAL.
1" TYPE 'X' GYPSUM BOARD
LINER ON 6" CH METAL
STUDS AT 16" ON CENTER,
TYPICAL.
4 7/8" BATT INSULATION
NEW ELEVATOR DOOR
FRAME BY ELEVATOR
MANUFACTURER, INSTALL
AS RECOMMENDED,
TYPICAL.
1" TYPE 'X' GYPSUM BOARD
LINER ON 6" METAL
FRAMING STUDS AT 16" ON
CENTER, TYPICAL.
ELEVATOR DOOR AND
FRAME BY ELEVATOR
MANUFACTURER, INSTALL
AS RECOMMENDED,
TYPICAL.
6" METAL STUD
BLOCKING WITH 6" BATT
INSULATION
NEW ELEVATOR DOOR
FRAME BY ELEVATOR
MANUFACTURER, INSTALL
AS RECOMMENDED,
TYPICAL.
1" TYPE 'X' GYPSUM BOARD
LINER ON 6" CH METAL STUDS
AT 16" ON CENTER, TYPICAL.
4 7/8" BATT INSULATION
BACKER ROD AND SEALANT
WITH FLEXIBLE HILTI
FIRESTOP SEALANT
APPLIED, TYPICAL.
ELEVATOR DOOR AND SEAL
BY ELEVATOR
MANUFACTURER, INSTALL AS
RECOMMENDED, TYPICAL.
WALL BEYOND
STRUCTURAL STEEL
BEAM, REFER TO
STRUCTURAL DRAWINGS,
TYPICAL.
NEW CONTINUOUS 3/16"
BENT PLATE, REFER TO
STRUCTURAL DRAWINGS,
TYPICAL.
3" THICK CONCRETE FLOOR
ON 1 1/2" METAL DECKING,
REFER TO STRUCTURAL
DRAWINGS, TYPICAL.
NEW ELEVATOR AS SPECIFIED,
TYPICAL.
NEW 3x3x1/4 STEEL
FRAMING ANGLE AT 9'-4
1/4" LENGTH, TYPICAL.
5/8" GYPSUM BOARD
ON 4" C STUDS @ 16"
ON CENTER
EXPANSION JOINT
AS SPECIFIED
NEWLY INSTALLED
FLOORING INFILL
EXISTING
CONCRETE BEAM
EXISTING
STRUCTURE
4"
NEW FLOORING REFER
TO FINISH SHEETS
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
:3
P M
A2.14
ELEVATOR DOOR 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 : 3" = 1'-0"
TYP. ELEVATOR HEAD
SCALE : 3" = 1'-0"
TYP. ELEVATOR SILL
NEW HOLLOW
METAL FRAME
1/2" LEXAN AS
SCHEDULED
5/8" 2"
5/8"
3 1/4"
PATIENT SIDE NON PATIENT SIDE
1" STOPS
SEALANT
DOOR & WINDOW SCHEDULE GENERAL NOTES
1. REFER TO SECURITY DRAWINGS FOR ADDITIONAL HARDWARE/ CAMERA REQUIREMENTS.
2 ALL GLASS/ GLAZING ON DOORS TO BE SAFETY, TEMPERED GLASS PER CODE.
3. ALL GLASS/ GLAZING ON DOOR SIDE LIGHTS TO BE SAFETY, TEMPERED GLASS PER
CODES.
4. ALL GLASS/ GLAZING TO CONFORM PER CHAPTER 24, 2015 INTERNATIONAL BUILDING
CODE WITH SPECIAL EMPHASIS ON SECTION 2406 - SAFETY GLAZING.
5. GENERAL CONTRACTOR TO COORDINATE ALL DOOR FRAME SIZES.
6. GENERAL CONTRACTOR TO COORDINATE ALL FRAMES AND DOORS TO ACCEPT ALL
HARDWARE.
7. ALL HARDWARE ON FIRE RATED DOOR UNITS TO BE FIRE RATED HARDWARE.
8. CONTRACTOR SHALL PROVIDE CUTSHEETS AND SHOP DRAWINGS OF DOOR TYPES, DOOR
HARDWARE, AND ACCESS CONTROL FOR CRP APPROVAL PRIOR TO PURCHASING.
9. PROVIDE COMMERCIAL GRADE BUMPERS (WALL OR FLOOR) FOR ALL SWINGING DOORS
THROUGHOUT.
10. ALL WINDOW FRAMES TO BE PAINTED PT-8. REFER TO FINISH SCHEDULE ON A11.2.
11. HORIZONTAL MULLIONS IN SECURITY WINDOWS TO MATCH EXTERIOR WINDOWS.
1/2" LEXAN
NEW HOLLOW
METAL FRAME
DOOR AS SCHEDULED
/8
/8
1 1/2"
2"
3/4"
SEALANT
PATIENT SIDE NON PATIENT SIDE
TYPE SC
5' - 0"
R .O
3' - 0"
TYPE
SB
TYPE AB
7' - 0"
TYPE AF
TYPE SD
TYPE AA AC TYPE AD
5' - 0"
R .O
TYPE AE
6' - 0"
R .O
TYPE AG
9' - 0"
4' - 0"
TYPE SE
3' - 0"
TYPE AH
2' - 4"
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
TYPE SF
2' - 0"
TYPE AI
1/4" PRE-DRILLED HOLES WITH
IN A 3" DIA. TEMPLATE.
PROVIDE HOLE SPACING AS
REQUIRED TO KEEP INTEGRETY
OF THE GLASS CLAD
POLYCARBONATE PANEL.
PASSTHROUGH WITH 3/4"
ROUNDED CORNERS.
2" 5' - 8" 2"
" 2
/2
1"
FIELD VERIFY
5' - 4" 6' - 0"
FIELD VERIFY
5' - 4"
F
IE
L D
V E
R
IF
Y
(2) 3'-0" X 7'-0"
STOREFRONT
ENTRANCE
DOORS
STOREFRONT
SYSTEM
2' - 0"
2"2"
TYPE AJ
SURROUND SOUND
FRAME
1/4" 1/4"
1/4"1/4" 1 /4
/4
1/4" 1/4"
/4
/4
1/4" 1/4"
/4
/4
/4
/4
1/4"1/4"
/4
/4
1/4"1/4"
1/4" 1/4"
/4
/4
1/4" PRE-DRILLED HOLES WITH
IN A 3" DIA. TEMPLATE. PROVIDE
HOLE SPACING AS REQUIRED
TO KEEP INTEGRETY OF THE
GLASS CLAD POLYCARBONATE
PANEL.
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
1/2" GLASS CLAD
POLYCARBONATE
GLAZING1/2" GLASS CLAD
POLYCARBONATE
GLAZING
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
3' - 0"
TYPE
SA
1/4" 4' - 0" 1/4"
/4
/4
A
.1
9/ A2.17
A
.1
7/ A2.17
A
.1
A
.1
11/ A2.16
A
.1
6/ A2.15
A
.1
A
.1
A
.1
A
.1
9/ A2.16
A
.1
8/ A2.17
A
.1
A
.1
6/ A2.15
A
.1
6/ A2.15
A
.1
5/ A2.16 A
.1
A
.1
5/ A2.16
A
.1
A
.1
8/ A2.15
A
.1
5/ A2.16
A
.1
A
.1
6/ A2.16
A
.1
A
.1
6/ A2.16
A
.1
A
.1
6/ A2.16
A
.1
A
.1
6/ A2.16
A
.1
7/ A2.15
3 1/4"3 1/4" 3 1/2" 3' - 0" 7 1/8" 3' - 0" 3 1/2"
TYPE
1/4" 4' - 0" 1/4"
/4
/4
A
.1
5/ A2.16
A
.1
AK
1" INSULATED
SAFETYGLASS
SAFETY GLASS
1" INSULATED
GLASS NON-SAFETY
/4
/4
2"
4' - 0"
/4
/4
2"
TYPE
1/4" 1/4"
/4
/4
A
.1
3/ A2.18
A
.1
8"2' - 8" 2' - 8"
6' - 0"
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
PATIENT SIDE
NON-PATIENT SIDESTRAP ANCHORS- REFER
TO SPECIFICATIONS
DET. H. M.
GLAZED FRAME.
REFER TO ARCH. DWGS
FOR WALL TYPE
APPLICABLE TO THE
SPECIFIC FRAME
COUNTERTOP; TOP OF
COUNTERTOP TO BE FLUSH
WITH TOP LEG OF STEEL ANGLE
/8
PATIENT SIDE
NON-PATIENT SIDE
STRAP ANCHORS- REFER
TO SPECIFICATIONS
DETENTION HOLLOW
METAL DOOR AND FRAME;
GROUT FRAME SOLID
1/2" GLASS CLAD
POLYCARBONATE GLAZING
DET. H. M. GLAZED
FRAME.
REFER TO ARCH. DWGS
FOR WALL TYPE
APPLICABLE TO THE
SPECIFIC FRAME
SECURITY GLAZING
CAULKING ON
BOTH SIDES
(1) LAYER OF 5/8" GYPSUM
BOARD, ON
3 5/8" METAL STUD
(2) LAYERS OF 5/8"
GYPSUM BOARD, ON
3 5/8" METAL STUD
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL
STUD
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
5" PASSTHROUGH
/8
PATIENT SIDENON-PATIENT SIDE
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
5 3/4"
14 GA METAL FRAME
14 GA METAL FRAME
NEW BRICK VENEER BEYOND
EXISTING BLOCKING (FIELD VERIFY)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
INTERIOR EXTERIOR
NEW PEEL AND STICK
FLASHING MEMBRANE
OVER EXISTING R.O.
FRAMING
F.V.
3" 1 1/4"
NEW WINDOW
4"
F.V.
4 1/4"
NEW BACKER ROD AND
SEALANT, (TYPICAL)
NEW 1" DOUBLE PANE WINDOW
W/ INTEGRATED 1/2" MR10 LEXAN
GLASS AND MINI BLIND SYSTEM
/2
/4
F .V
R
O U
G H
O P
N G
F
O R
W
IN
D O
W
R E
A
.8
NEW 1" RIGID
INSULATION
NEW STAINLESS
STEEL FLASHING
NEW 4" HIGH
STAINLESS STEEL
END DAM
INSTALL SEALANT
UNDER FLASHING
NEW R -13 BATT INSULATION
NEW AIR AND VAPOR
RETARDER
NEW 5/8" GLASS MAT
SHEATHING
NEW BRICK RELIEF ANGLE REFER
STRUCTURAL DWGS
NEW 4" - 16 GA METAL STUDS AT 16" ON CENTER
NEW 4" METAL STUD TRACK
NEW 5/8" ABUSE GYPSUM BOARD
BACKER ROD AND SEALANT
10 5/8"
3 5/8" 1" 5/8" 5/8"5/8"4"
SHIM SPACE
N E
W W
IN
D
O W
NEW 1" DOUBLE PANE WINDOW
W/ INTEGRATED 1/2" MR10 LEXAN
GLASS AND MINI BLIND SYSTEM
INTERIOR
EXTERIOR
NEW BACKER ROD
AND SEALANT,
(TYPICAL)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
3 1/2"
EXTEND END DAM 2" UNDER SILL AND
SEAL WITH PEEL AND STICK FLASHING
MEMBRANE AT EACH END
NEW FACE BRICK
5/8" GYPSUM BOARD
7 1/8"
7 3/4"
EXISTING
FACE BRICK
EXISTING 5/8"
GYPSUM BOARD
5/8" ABUSE GYPSUM BOARD
NEW BRICK TO MATCH
EXISTING
EXISTING WALL W/ PLASTER FINISH
EXISTING WOOD STOOL
AND TRIM REPAIR AND
PAINT TO MATCH NEW
EXISTING BRICK VENEER BEYOND
F.V.
3" 1 1/4"
4 1/4" F.V. 6 3/8"
NEW 1" DOUBLE PANE WINDOW
W/ INTEGRATED 1/2" MR10 LEXAN
GLASS AND MINI BLIND SYSTEM
AS SPECIFIED
NEW WINDOW
4" 2 3/8"
S
IL
L H
G T
E X
IS
T
IN
G
(F .V
EXISTING BLOCKING (FIELD VERIFY)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
NEW WINDOW SILL ON BED OF
SEALANT OVER BRAKE METAL SUB
SILL
NEW ELASTOMERIC
SEALANT
NEW FORMED - 1 1/2" x 2 3/8"
TREATED WOOD BLOCKING
NEW PEEL AND STICK
FLASHING MEMBRANE OVER
EXISTING R.O. FRAME
10 5/8"
F.V.
6"
/4
4" 2"
/2
1x4 TREATED WOOD BLOCKING
E X
IS
T
IN
G
T R
IM
(F .V
NEW BRAKE METAL TRIM AT
JAMB
F .V
E
X
IS
T
IN
G
NEW FORMED - 1 1/2" x 3
1/8" TREATED WOOD
BLOCKING
NEW FORMED - 1/2" x 2 3/8"
TREATED WOOD BLOCKING
EXTEND END DAM 2" UP AT SIDES
AND SEAL WITH PEEL AND STICK
FLASHING MEMBRANE AT EACH END
NEW FORMED - 7/8" x 3 1/8"
TREATED WOOD BLOCKING
NEW BRAKE METAL TRIM "A"
/4
/2
NEW SILL FLASHING TO
EXTEND UNDER WINDOW
SUB-SILL AND CAST STONE
SILL
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
:3
P M
A2.15
WINDOW TYPES, SCHEDULE & 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
3" = 1'-0"
FIXED INTERIOR WDW
INTERMEDIATE MULLION
SCALE : 3" = 1'-0"
GLASS FRAME - DOOR
NOTE:
A. WINDOW TYPES NOTED WITH AN "A" IN FRONT REFER TO ALAMO BUILDING 521,
WINDOW TYPES NOTED WITH AN "S" IN FRONT REFER TO SEIDEL BUILDING 598
B. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATING.
C. CONTRACTOR SHALL SHALL SEAL ALL SIDES OF INTERIOR WINDOWS WITH
ANTI-PICK MASTIC - SUREBOND SB190 OR APPROVED EQUAL.
SCALE : 1/4" = 1'-0"
WINDOW TYPES
SCALE : 1" = 1'-0"
PILL CALL SCTN AT FRAME OPENING
SCALE : 1" = 1'-0"
PILL CALL SCTN AT GLZD PORTION
SCALE : 1" = 1'-0"
PILL CALL WINDOW
SCALE : 3" = 1'-0"
SEIDEL WINDOW DETAIL HEAD
SCALE : 3" = 1'-0"
SEIDEL WINDOW DETAIL JAMB
SCALE : 3" = 1'-0"
SEIDEL WINDOW DETAIL SILL
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
2X4 FIRE TREATED
WOOD BLOCKING
1" STOP
3 5/8" INSULATION
10" METAL HEADER STUD
3 5/8" METAL
STUDS AT 16'' O.C.
3 5/8" METAL
SOLE PLATE
1/2" GLASS CLAD
POLYCARBONATE GLAZING
PATIENT SIDE NON PATIENT
SIDE
5 1/2"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
6 1/4"
3/8"
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
ON BOTH SIDES
1/2" GLASS CLAD
POLYCARBONATE GLAZING
6 7/8"
2X4 FIRE TREATED
WOOD BLOCKING
1" STOP
3 5/8" BATT INSULATION
10" METAL HEADER STUD
3 5/8" METAL
STUDS AT 16'' O.C.
3 5/8" METAL
SOLE PLATE
PATIENT SIDE PATIENT SIDE
3/8"
6 1/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
NEW HOLLOW METAL
WINDOW FRAME
(1) LAYER OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
2x4 FIRE RETARDANT
TREATED WOOD BLOCKING
NON PATIENT
SIDE
NON PATIENT
SIDE
1" STOP
1/2" GLASS CLAD
POLYCARBONATE GLAZING
3/8"
5 5/8"
4 7/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
2x4 FIRE RETARDANT
TREATED WOOD BLOCKING
PATIENT SIDE NON PATIENT
SIDE
1" STOP
1/2" GLASS CLAD
POLYCARBONATE GLAZING
5 1/2"
6 1/4"
3/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
ON BOTH SIDES
2x4 FIRE RETARDANT
TREATED WOOD BLOCKING
PATIENT SIDE PATIENT SIDE
1" STOP
1/2" GLASS CLAD
POLYCARBONATE GLAZING
6 7/8"
3/8"
6 1/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
NEW HOLLOW METAL
WINDOW FRAME
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD ON BOTH SIDES
5 5/8"
2X4 FIRE TREATED
WOOD BLOCKING
1" STOP
3 5/8" INSULATION
10" METAL HEADER STUD
3 5/8" METAL
STUDS AT 16'' O.C.
3 5/8" METAL
SOLE PLATE
1/2" GLASS CLAD
POLYCARBONATE GLAZING
NON PATIENT
SIDE
NON PATIENT
SIDE
3/8"
4 7/8"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
BACKER ROD AND
SEALANT ALONG
PERIMETER EACH SIDE
1/2" GLASS CLAD
POLYCARBONATE GLAZING
NEW HOLLOW
METAL FRAME
PATIENT SIDE
NON PATIENT SIDE
FIRE TREATED
WOOD BLOCKING
1" STOP
SEALANT
/4
2"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD ON BOTH SIDES
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
ON BOTH SIDES
BACKER ROD AND
SEALANT ALONG
PERIMETER EACH SIDE
1/2" GLASS CLAD
POLYCARBONATE GLAZING
NEW HOLLOW
METAL FRAME
PATIENT SIDE
PATIENT SIDE
FIRE TREATED
WOOD BLOCKING
1" STOP
SEALANT
/8
2"
/8
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
ON BOTH SIDES
BACKER ROD AND
SEALANT ALONG
PERIMETER EACH SIDE
1/2" GLASS CLAD
POLYCARBONATE GLAZING
NEW HOLLOW
METAL FRAME
NON PATIENT SIDE
NON PATIENT
SIDE
FIRE TREATED
WOOD BLOCKING
1" STOP
SEALANT
/8
2"
PROVIDE (3) JAMB
ANCHORS AT EACH
SIDE, TYPICAL
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD ON BOTH SIDES
EXISTING CHANNEL TO REMAIN
NEW CEILING REFER TO
FINISH LEGEND
EXISTING PLASTER SOFFIT
(PAINT VERTICAL SURFACE)
NEW STOREFRONT SYSTEM
WITH 1" INSULATED GLASS
EXISTING CONNECTION
BETWEEN STOREFRONT AND
CHANNEL TO BE REUSED
EXISTING WALL ASSEMBLY
EXISTING GLAZED BLOCK
1/4" SHIM
EXISTING FACE BRICK TO
REMAIN
BACKER ROD AND SEALANT
EACH SIDE ALONG ENTIRE
PERIMETER
REMOVE EXISTING
STOREFRONT SYSTEM
EXISTING GLAZED BLOCK
EXISTING FACE BRICK TO
REMAIN
NEW ALUMINUM
STOREFRONT SYSTEM
SEALANT BED TO BE
INSTALLED
NEW SILL RECEPTOR
NEW WINDOW MULLION BEYOND
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
:4
P M
A2.16
WINDOW 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
NOTE: REFER TO DOOR AND WINDOW SCHEDULE GENERAL NOTES ON SHEET A2.8
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW HEAD DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW HEAD DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW SILL DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW SILL DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW SILL DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW HEAD DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WDW JAMB DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WDW JAMB DETAIL
SCALE : 3" = 1'-0"
FIXED INTERIOR WDW JAMB DETAIL
SCALE : 3" = 1'-0"
STOREFRONT HEAD DETAIL
SCALE : 3" = 1'-0"
STOREFRONT JAMB DETAIL
SCALE : 3" = 1'-0"
STOREFRONT SILL DETAIL
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
1/2" LEXAN AS SCHEDULED
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
5/8" GYPSUM BOARD
2x4 FIRE RETARDANT
TREATED WOOD BLOCKING
6 1/2"
PATIENT SIDE NON PATIENT
SIDE
1" STOP
NEW COUNTER TOP
PASSTHROUGH WITH 3/4"
CURVED CORNERS
OVER HEAD COILING DOOR.
REFER TO SCHEDULE
3"
NEW HOLLOW METAL
WINDOW FRAME
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
1/2" LEXAN AS
SCHEDULED
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
6 1/2"
2X4 FIRE TREATED
WOOD BLOCKING
1" STOP
D'HOOD
PROVIDE BLOCKING
FOR ANCHORAGE
ROLLING DOOR W/ #20 GA.
INTERLOCKING SLATS
PATIENT SIDE
NON PATIENT
SIDE
/2
BACKER ROD AND
SEALANT ALONG
PERIMETER EACH SIDE
1/2" LEXAN AS SCHEDULED
NEW HOLLOW
METAL FRAME
NON PATIENT SIDE
PATIENT SIDE
FIRE TREATED
WOOD BLOCKING
1" STOP
COILING DOOR FRAME
COUNTER TOP OVERHEAD
COILING DOOR
1X4 FIRE TREATED WOOD
BLOCKING (PAINTED TO
MATCH WALL)
SEALANT
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
5 3/4"
SECURITY JOINT SEALANT
BOTH SIDES - AROUND
PERIMETER OF FRAME
DET. H. M. GLAZED FRAME.
SLUSH FRAME SOLID.
CENTER IN OPENING.
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
5 ROWS OF 1/8"
SPEAKER HOLES.
STAGGER AT 3/16" O.C.
(1) LAYER OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
NON-PATIENT SIDENON-PATIENT SIDE
/4
/4
PROVIDE ANCHORS @
12" ON CENTER
SECURITY JOINT SEALANT
BOTH SIDES - AROUND
PERIMETER OF FRAME
12 GA. BAFFLES
WELDED IN PLACE
5 ROWS OF 1/8" SPEAKER HOLES.
STAGGER AT 3/16" O.C. FULL HEIGHT
EACH JAMB, BOTH SIDES
12 GA FILLER CHANNEL
12 GA JAMB HEIGHT. CLOSE AT
TOP & BOTTOM
DET. H. M. GLAZED FRAME FLUSH
ONLY THIS PORTION OF THE FRAME
SOLID AND CENTER IN OPENING.
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
NON-PATIENT SIDE
NON-PATIENT SIDE
/8
1/2" GLASS CLAD POLYCARBONATE GLAZING
2"
/8
6 1/4"
SECURITY JOINT SEALANT
BOTH SIDES - AROUND
PERIMETER OF FRAME
DET. H. M. GLAZED FRAME.
SLUSH FRAME SOLID.
CENTER IN OPENING.
SECURITY GLAZING
5 ROWS OF 1/8"
SPEAKER HOLES.
STAGGER AT 3/16" O.C.
(2) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
(1) LAYER OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUDNON PATIENT SIDEPATIENT SIDE
NEW CORNER BEAD3/8"
3/8"
5 1/2"
2" 2"
/4
PROVIDE ANCHORS @
12" ON CENTER
SECURITY JOINT SEALANT
BOTH SIDES - AROUND
PERIMETER OF FRAME
12 GA. BAFFLES
WELDED IN PLACE
5 ROWS OF 1/8" SPEAKER HOLES.
STAGGER AT 3/16" O.C. FULL HEIGHT
EACH JAMB, BOTH SIDES
12 GA FILLER CHANNEL
12 GA JAMB HEIGHT. CLOSE AT
TOP & BOTTOM
DET. H. M. GLAZED FRAME SLUSH
ONLY THIS PORTION OF THE FRAME
SOLID AND CENTER IN OPENING.
1/2" GLASS CLAD POLYCARBONATE GALZING
(2) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
(1) LAYER OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
NON-PATIENT SIDE
PATIENT SIDE
/2
/8
/8
SECURITY GLAZING
5 ROWS OF 1/8" SPEAKER
GOLES. STAGGER AT 3/16" O.C.
DET H.M. GLAZED FRAME
4" x 6" AREA OF 1/8" SPEAKER
HOLES, STAGGER AT 3/16" O.C.
12 GA. BAFFLE WELDED IN PLACE
STICH WELD CONTINUOUS 12 GA. SST
COUNTER TOP TO 3 x 3 ANGLES
STAINLESS STEEL COUNTER
AND APRON
SECURITY JOINT SEALANT BOTH
SIDES OF SST COUNTER
REFER TO ARCH DRAWINGS FOR
WALL TYPE APPLICABLE TO THE
SPECIFIC FRAME
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
(2) LAYERS OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
NON PATIENT SIDEPATIENT SIDE
3/8"3/8"
(2) LAYERS OF 3/4"
PLYWOOD WRAPPED
IN STAINLESS STEEL 1' - 6 1/8" 1' - 6 1/8"
/8
5 ROWS OF 1/8" SPEAKER
GOLES. STAGGER AT 3/16" O.C.
DET H.M. GLAZED FRAME
4" x 6" AREA OF 1/8" SPEAKER
HOLES, STAGGER AT 3/16" O.C.
12 GA. BAFFLE WELDED IN PLACE
SECURITY JOINT SEALANT BOTH
SIDES OF SST COUNTER
(1) LAYER OF HIGH IMPACT
5/8" GYPSUM BOARD ON 3 5/8"
METAL STUD
(1) LAYER OF 5/8" PAINTED,
HIGH IMPACT XP GYPSUM
BOARD, ON 3 5/8" METAL STUD
NON-PATIENT SIDENON-PATIENT SIDE
1/2" GLASS CLAD
POLYCARBONATE
GLAZING
3"
BRUSHED STAINLESS STEEL 14"
WIDE x 14" DEEP x 3" HIGH EXTRA
DEEP DROP-IN DEAL TRAY
W/OUT LID. ITEM# DT1414 OR
APPROVED EQUAL 3"
1" SOLID
SURFACE
COUNTER
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
:4
P M
A2.17
WINDOW 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 : 3" = 1'-0"
FIXED INTERIOR WINDOW SILL DETAIL OVERHEAD
SCALE : 3" = 1'-0"
FIXED INTERIOR WINDOW HEAD DETAIL OVERHEAD
SCALE : 3" = 1'-0"
FIXED INTERIOR WDW JAMB DETAIL OVERHEAD
SCALE : 3" = 1'-0"
SPEAKTHRU FRAME HEAD
SCALE : 3" = 1'-0"
SPEAKTHRU FRAME JAMB
SCALE : 3" = 1'-0"
SPEAKTHROUGH FRAME HEAD
SCALE : 3" = 1'-0"
SPEAKTHROUGH FRAME JAMB
SCALE : 3" = 1'-0"
SPEAKTHROUGH FRAME SILL
SCALE : 3" = 1'-0"
SPEAKTHRU FRAME SILL AT RECEPTION
EXISTING BRICK/ JACK
ARCH W/ CAST STONE KEY
EXISTING BEAM AND PLASTER FINISH
EXISTING WOOD TRIM, REPAIR
AND PAINT TO MATCH NEW
EXISTING BRICK VENEER BEYOND
EXISTING BLOCKING (FIELD VERIFY)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
INTERIOR EXTERIOR
NEW BRAKE METAL TRIM TO
MATCH WINDOW AT HEAD
AND JAMB
NEW PEEL AND STICK
FLASHING MEMBRANE
OVER EXISTING R.O.
FRAMING
EXISTING STEEL ANGLE LINTEL
F.V.
3" 1 1/4"
NEW WINDOW
4"
F.V.
2 3/8"
F.V.
4 1/4" 6 3/8"
NEW BACKRER ROD AND
SEALANT, (TYPICAL)
F .V
E
X
IS
T
IN
G M
A S
O N
R Y
O P
N G
NEW SUSPENDED
ACOUSTIC CEILING TILE -
RE: A6.3
NEW 1" DOUBLE PANE WINDOW
EXISTING 1 1/2" x 1 1/2" HOT ROLLED
STEEL ANGLE, SAND/GRIND SMOOTH
AND PREP FOR PAINT (TYPICAL)
F .V
/4
F .V
R
O U
G H
O P
N 'G
F
O R
W
IN
D O
W
R E
A
.8
E X
IS
T
'G
NEW TINTED GLASS PANEL
WALL ANGLE
E X
IS
T
IN
G
/4
/8
N E
W W
IN
D
O W
EXISTING MULLION
AND WOOD TRIM
EXISTING 1 1/2" x 1 1/2" HOT
ROLLED STEEL ANGLE,
SAND/GRIND SMOOTH AND
PREP FOR PAINT (TYP.)
EXISTING
BRICK VEENER NEW CAST STONE SILL
TO MATCH EXISTING
NEW BRAKE METAL TRIM TO
MATCH NEW WINDOW FINISH
NEW 1" DOUBLE PANE WINDOW
AS SPECIFIED
E X
IS
T
IN
G
W A
L L
EXISTING JAMB, WOOD
TRIM AND STOOL
F.V.
EXISTING
FIELD VERIFY (F.V.) FINISHED OPENING
+/- EXISTING - R.O. (VARIES)
F.V. EXISTING
+/- 7 1/4" - 7 1/2" (VARIES)
-F .V
INTERIOR
EXTERIOR
NEW PEEL AND STICK FLASHING
MEMBRANE OVER EXISTING R.O. FRAME
NEW BACKER ROD
AND SEALANT,
(TYPICAL)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
2"
FIELD VERIFY (F.V.) WINDOW OPENINGS
+/- EXISTING - R.O. (VARIES)
F.V. EXISTING
7" (VARIES)
EXTEND END DAM 2" UNDER SILL AND
SEAL WITH PEEL AND STICK FLASHING
MEMBRANE AT EACH END
NEW BACKER ROD
AND SEALANT
ALONG PERIMETER
TRIM EACH SIDE
1/4" 3 1/2"3 1/2" 1/4"1/4" 3 1/2"
1/4" GLAZING WITH TINT/ COLOR
AS SELECTED BY ARCHITECT
NEW CAST STONE SILL
TO MATCH EXISTING
EXISTING WALL W/ PLASTER FINISH
EXISTING WOOD STOOL
AND TRIM REPAIR AND
PAINT TO MATCH NEW
EXISTING BRICK VENEER BEYOND
F.V.
3" 1 1/4"
NEW WINDOW
4"
F.V.
2 3/8"
10 5/8"
NEW 1" DOUBLE PANE WINDOW
S
IL
L H
G T
E X
IS
T
IN
G
(F .V
EXISTING BLOCKING (FIELD VERIFY)
NEW BACKER ROD AND
SEALANT ON BOTH SIDES
(TYPICAL)
NEW WINDOW SILL ON BED OF
SEALANT OVER BRAKE METAL SUB
SILL
NEW ELASTOMERIC
SEALANT
NEW FORMED - 1 1/2" x 2 3/8"
TREATED WOOD BLOCKING
NEW PEEL AND STICK
FLASHING MEMBRANE OVER
EXISTING R.O. FRAME
F.V. EXISTING WALL
10"
F.V.
6"
F .V
/4
/4
" 4" 2"
/2
/4
1 1/4"
F.V.
+/- 3 1/4"
F .V
/4
/2
/4
1/4"
'A'
1x4 TREATED WOOD BLOCKING
F .V
E
X
IS
T
IN
G M
A S
O N
R Y
O P
N G
F .V
R
O U
G H
O P
N G
F
O R
W
IN
D O
W
R E
A
.8
E X
IS
T
IN
G
T R
IM
(F .V
NEW BRAKE METAL TRIM AT
JAMB
F .V
E
X
IS
T
IN
G
/2
FORMED - 1 1/2" x 3 1/8"
TREATED WOOD BLOCKING
NEW FORMED - 1/2" x 2 3/8"
TREATED WOOD BLOCKING
EXISTING 1 1/2" x 1 1/2" HOT ROLLED
STEEL ANGLE, SAND/GRIND SMOOTH
AND PREP FOR PAINT (TYP.)
EXTEND END DAM 2" UP AT SIDES
AND SEAL WITH PEEL AND STICK
FLASHING MEMBRANE AT EACH END
NEW FORMED - 7/8" x 3 1/8"
TREATED WOOD BLOCKING
BRAKE METAL TRIM "A"
NOTE: REFER TO ELEVATIONS FOR LOCATIONS
WHERE CAST STONE SILLS ARE TO BE REPLACED
NEW TINTED GLASS
PANEL
SILL FLASHING TO EXTEND
UNDER WINDOW SUB-SILL
AND CAST STONE SILL
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
:4
P M
A2.18
WINDOW 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 : 3" = 1'-0"
TYPICAL HEAD DETAIL (TINTED)
SCALE : 3" = 1'-0"
TYPICAL SILL DETAIL (TINT)
SCALE : 3" = 1'-0"
TYPICAL JAMB AND MULLION - PLAN DETAIL (TINTED)
A3.3
3 4
A3.3
2' - 0"6
78 8
V E
R
IF
Y I N
F
IE
L D
V E
R
IF
Y I N
F
IE
L D
/2
0"
22' - 5"
25' - 7"
-1' - 8"
RECEIVING F.F.E. 603.10'
SECOND F.F.E. 615.57
ROOF LOW POINT F.F.E. 627.57
TOP OF PARAPET F.E. 630.65
VERIFY IN FIELD
FIRST F.F.E. 615.57
A3.3
4' - 11 3/4"
A
.4
A
.4
18' - 0 1/4"
2' - 0"
1' - 11 3/4"
2' - 0"
A3.3
8' - 0"
0"
10' - 5"
22' - 5"
-1' - 8"
25' - 7"
RECEIVING F.F.E. 603.10'
SECOND F.F.E. 615.57
ROOF LOW POINT F.F.E. 627.57
TOP OF PARAPET F.E. 630.65
VERIFY IN FIELD
FIRST F.F.E. 615.57
4' - 0"
EXISTING OPENING
6' - 0"
AC
EXISTING AREA
TO REMAIN
14 14 14
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
:5
P M
A3.1
ALAMO HALL 521 - NEW CONSTRUCTION
EXTERIOR 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 NEW BROOM FINISHED CONCRETE LANDING AND RAMP WITH PAINTED HANDRAIL. REFER
TO STRUCTURAL DRAWINGS.
2 NEW BUILDING ADDITION. MATCH EXISTING BRICK.
3 EXISTING CONCRETE SIDEWALK TO REMAIN.
4 EXISTING CONCRETE STEPS TO REMAIN.
5 NEW EXTERIOR DOOR UNIT W/ HARDWARE.
6 3/8" CONTROL JOINT WITH BACKER ROD AND SEALANT.
7 24 GA GALVANIZED FASCIA.
8 EXISTING CAST STONE COPING TO REMAIN.
9 1" FOAM EXPANSION JOINT FILLER.
10 NEW ROOF SYSTEM.
11 PREFINISHED 5" GUTTER WITH 4" X 6" DOWNSPOUT AT LOW ROOF.
12 NEW THROUGH WALL FLASHING.
13 NEW WINDOW TO BE INSTALLED
14 EXISTING WINDOW TO REMAIN.
15 NEW INFILL BRICK WALL. MATCH EXISTING. REFER TO WALL TYPES.
16 EXISTING CAST STONE SURROUND TO REMAIN.
17 NEW CANOPY OVER ENTRANCE TO BUILDING ADDITION.
18 NEW CHAINLINK SECURITY GATE WITH NO-CLIMB MESH. REFER TO DOOR SCHEDULE ON
SHEET A2.11 AND DETAILS ON SHEET A2.3A.
19 EXISTING 12'-0" NO-CLIMB CHAINLINK FENCE WITH CONCRETE FOOTINGS TO REMAIN.
20 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.
SCALE : 1/4" = 1'-0"
NORTH EXTERIOR ELEVATION FOR NEW CONSTRUCTION OF ELEVATOR ADDITION
SCALE : 1/4" = 1'-0"
EAST EXTERIOR ELEVATION FOR NEW CONSTRUCTION OF ELEVATOR ADDITION
X
SCALE : 1/4" = 1'-0"
SOUTH ELEVATION FOR NEW CONSTRUCTION OF ELEVATOR ADDITION
SCALE : 1/4" = 1'-0"
EXTERIOR NORTH PORCH ELEVATION NEW ELEVATION
EXISTING AREA
TO REMAIN 4
38' - 1"
STEEL BEAM,
REFER TO
STRUCTURAL
/2
/8
4' - 0"
A3.2
14 14 14 1415 15
16 16 16
17 18 19 17 19 18 20 17 17
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
9 9
FIELD VERIFY FIELD VERIFY
F
IE
L D
V E
R
IF
Y
FIELD VERIFY
14 14 14
A
.6
A
.6
22 22 23 22
25 25 25
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
EXISTING AREA
TO REMAIN
1 1 1 1
2 2
FIELD VERIFY FIELD VERIFY
25 25 25 25 25 25
22 2215 15 22 15 17 17
2627 17
28 14
15 17 1517
14 146 A
.6
A
.6
S
IM
S
IM
24 24
NEW DOOR TO
BE INSTALLED
20' - 6 1/2"
F.V.
14' - 5"
6' - 6"
/2
A3.2
/8
" INFILL WINDOW
OPENING BEYOND
17 17
BLDG
D-2
14 14 14 14
16 16
16 16 16
F.V.
11' - 9"
/A
.6
8/A3.6
/A
.6
BRICK WALL BEYOND
DRIVEWAY
/8
FIELD VERIFY
11' - 9"
FIELD VERIFY
15' - 8"
FIELD VERIFY
15' - 8"
15291529321517
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
A3.2
SEIDEL 598 - NEW CONSTRUCTION EXTERIOR
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
SCALE : 1/8" = 1'-0"
EAST EXTERIOR NEW CONSTRUCTION ELEVATION
SCALE : 1/8" = 1'-0"
WEST EXTERIOR NEW CONSTRUCTION ELEVATION
SCALE : 1/8" = 1'-0"
SOUTH EXTERIOR NEW CONSTRUCTION ELEVATION
SCALE : 1/8" = 1'-0"
NORTH EXTERIOR NEW CONSTRUCTION ELEVATION
NEW CONSTRUCTION PLAN KEYNOTES
1 NEW NON-SECURED WINDOW.
2 NEW INFILL BRICK WALL. MATCH EXISTING. REFER TO WALL TYPES.
NEW BROOM FINISHED CONCRETE LANDING AND RAMP WITH PAINTED HANDRAIL. REFER TO
STRUCTURAL DRAWINGS.
4 NEW SALLY PORT SECURITY GATE.
5 NEW SALLY PORT ROOF.
6 NEW SALLY PORT CONCRETE PAVEMENT/DRIVEWAY.
7 PROVIDE FLASHING AT EXISTING ROOF AND NEW SALLY PORT ROOF, AS REQUIRED.
8 NEW SECURITY FENCING AND STEEL POSTS, REFER TO SPECIFICATIONS.
9 NEW WINDOW TO BE INSTALLED
10 NEW SECURITY FENCE.
11 5" x 6" 26 GA PREPAINTED GUTTER - SLOPE TO DRAIN TO DOWNSPOUT.
12 5" x 6" 26 GA PREPAINTED DOWNSPOUT - INSTALL ON THE OUTSIDE OF SALLYPORT.
13 18" x 36" CONCRETE SPLASHBLOCK.
14 PAINT UNDERSIDE OF EXISTING EXTERIOR SOFFIT. COOTDINATE WITH ARCHITECT FOR PAINT COLOR.
15 EXISTING BRICK FACADE TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION.
16 EXISTING WINDOW FRAME AND INSULATED METAL PANEL TO BE PAINTED.
17 PAINT EXISTING CONCRETE BASE AND STAIRS. COORDINATE WITH ARCHITECT FOR PAINT COLOR.
18 EXISTING DOOR AND FRAME TO BE PAINTED. COORDINATE WITH ARCHITECT FOR PAINT COLOR.
19 EXISTING HANDRAIL TO BE PAINTED. COORDINATE WITH ARCHITECT FOR PAINT COLOR.
20 NEW PAINTED HANDRAILS. COORDINATE WITH ARCHITECT FOR NEW PAINT COLOR.
21 NEW SECURITY FENCE GATE AND DOOR HARDWARE.
22 EXISTING CONCRETE FOOTING TO REMAIN, NO PAINT.
23 EXISTING CONCRETE RAMP AND RAILING TO REMAIN. PREP HANDRAILS FOR NEW PAINT.
24 EXISTING DOOR AND STOREFRONT SYSTEM TO REMAIN.
EXISTING WINDOWS TO REMAIN. CONTRACTOR TO PROTECT DURING NEW CONSTRUCTION. NO
PAINTING AT WINDOW FRAMES.
26 NEW STOREFRONT SYSTEM AS SPECIFIED.
27 NEW STOREFRONT SYSTEM BEYOND - TO BE INSTALLED.
28 PAINT EXISTING INSULATED PANELS. COORDINATE WITH ARCHITECT FOR PAINT COLOR.
29 NEW EXTERIOR DOOR AND HARDWARE. REPAIR EXISTING BRICK WALL AS REQUIRED.
30 DASHED LINE SHOWS NEW SECURITY FENCING, REFER TO SITE PLAN ON SHEET A2.1
31 NEW BRICK INFILL BEYOND.
NEW SALLYPORT CONCRETE PAVEMENT, PAINT EXPOSED EDGES. COORDINATE WITH ARCHITECT
FOR PAINT COLOR.
33 EXISTING LOUVER TO BE PROTECTED.
SCALE : 1/8" = 1'-0"
PARTIAL NORTH EXTERIOR NEW
CONSTRUCTION ELEVATION
SCALE : 1/8" = 1'-0"
PARTIAL EXTERIOR ELEVATION AT SALLYPORT
SCALE : 1/8" = 1'-0"
PARTIAL EAST EXTERIOR NEW CONSTRUCTION ELEVATION
X
EXISTING
CONCRETE BEAM
A3.4
A3.4
A3.4
A3.4
CONCRETE FOOTING,
REFER TO STRUCTURAL.
NEW LIGHT SWITCH
TO BE INSTALLED
NEW LADDER TO
BE INSTALLED
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
5/8" PLYWOOD ON 6" CH STUD @
16" O.C. WITH 1" HIGH IMPACT
TYPE X GYPSUM BOARD
R-25 RIGID INSULATION
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
ELEVATOR HOIST BEAM,
REFER TO STRUCTURAL
CONCRETE SLAB, REFER
TO STRUCTURAL.
NEW STAIR
RAILING BEYOND
ELEVATOR DOOR AS
SPECIFIED, TYPICAL
NEW ELEVATOR AS
SPECIFIED, TYPICAL
EXISTING
CONCRETE BEAM
ELEVATOR DOOR AS
SPECIFIED, TYPICAL
4" STEEL COLUMNS,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH 1 1/4" AIR
SPACE AND 1" RIGID INSULATION
AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
R-25 RIGID INSULATION
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH AIR SPACE AND
INSULATION AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
2 PLY MODIFIED
BITUMEN ROOF
SYSTEM, TYPICAL
NEWLY INSTALLED
FLOORING INFILL
NEWLY INSTALLED
FLOORING INFILL
NEW 20 G.A. METAL
FLASHING, TYPICAL
A3.4
A3.5
A3.4
A3.5
A3.5
EXISTING RELIEF
LINTEL, REFER TO
STRUCTURAL
5" PREFINISHED GUTTER
WITH 4" X 6" DOWNSPOUT
AT LOW ROOF
NEW SIDEWALK, REFER
TO SITE AND FLOOR PLAN
/2
7/8" CORRUGATED METAL
DECK ON PAINTED 2"X4"
STEEL TUBES
22' - 5"
RECEIVING F.F.E. 603.10'
SECOND F.F.E. 615.57
ROOF LOW POINT F.F.E. 627.57
TOP OF PARAPET F.E. 630.65
VERIFY IN FIELD
FIRST F.F.E. 615.57
10' - 5"
0"
-1' - 8"
25' - 7"
C E
IL
IN
G H
E
IG
H T
ELEVATOR PIT
ELEVATOR SHAFT
SCREENING/
RECEIVING
ELEVATOR
DOOR
A3.4
A3.4
NEW 20 G.A. METAL
FLASHING, TYPICAL
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
CONCRETE FOOTING,
REFER TO STRUCTURAL.
CONCRETE SLAB, REFER
TO STRUCTURAL.
4" COLUMNS, REFER
TO STRUCTURAL
CONCRETE STEPS,
REFER TO STRUCTURAL
R-11 RIGID INSULATION
2 PLY MODIFIED
BITUMEN ROOF
SYSTEM, TYPICAL
2 PLY MODIFIED
BITUMEN ROOF
SYSTEM, TYPICAL
A3.4
A3.4
10' - 5"
25' - 7"
0"
-1' - 8"
TOP OF PARAPET F.E. 630.65'
VERIFY IN FIELD
SECOND F.F.E. 615.57'
FIRST F.F.E. 615.57'
RECEIVING F.F.E. 603.10'
SCREENING/
RECEIVING
C E
IL
IN
G H
E
IG
H T
A3.4
A3.4
A3.4
A3.4
R-25 RIGID INSULATION
AT ROOF
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
CONCRETE FOOTING,
REFER TO STRUCTURAL.
CONCRETE SLAB, REFER
TO STRUCTURAL.
4" COLUMNS, REFER TO
STRUCTURAL
CONCRETE STEPS,
REFER TO STRUCTURAL
R-25 RIGID INSULATION
AT ROOF
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16" O.C.
WITH 1" HIGH IMPACT
TYPE X GYPSUM BOARD
NEW ELEVATOR AS
SPECIFIED, TYPICAL
ELEVATOR DOOR AS
SPECIFIED, TYPICAL
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
ELEVATOR PIT
CONCRETE
FOOTING, REFER
TO STRUCTURAL.
NEW 20 G.A. METAL
FLASHING, TYPICAL
2 PLY MODIFIED
BITUMEN ROOF
SYSTEM, TYPICAL
A3.4
A3.4
A
.5
CLEAR
9' - 4"
TOP OF PARAPET F.E. 630.65'
VERIFY IN FIELD
SECOND F.F.E. 615.57'
FIRST F.F.E. 615.57'
RECEIVING F.F.E. 603.10'
25' - 7"
10' - 5"
0"
-1' - 8"
ELEVATOR SHAFT
SCREENING/
RECEIVING
SOILED
C E
IL
IN
G H
E
IG
H T
C E
IL
IN
G H
E
IG
H T
EXISTING
CONCRETE BEAM
A3.4
A3.4
CONCRETE FOOTING,
REFER TO STRUCTURAL.
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
R-25 RIGID INSULATION
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
CONCRETE SLAB, REFER
TO STRUCTURAL.
NEW STAIR RAILING
EXISTING
CONCRETE BEAM
4" STEEL COLUMNS,
REFER TO STRUCTURAL
4" COLUMNS, REFER TO
STRUCTURAL
R-25 RIGID INSULATION
STEEL BEAMS AND JOIST,
REFER TO STRUCTURAL
EXTERIOR BRICK WITH AIR
SPACE AND INSULATION
AS SPECIFIED, TYPICAL
4" COLUMNS, REFER TO
STRUCTURAL
2 PLY MODIFIED
BITUMEN ROOF
SYSTEM, TYPICAL
NEWLY INSTALLED
FLOORING INFILL
NEWLY INSTALLED
FLOORING INFILL
NEW 20 G.A. METAL
FLASHING, TYPICAL
A3.4
A3.5
A3.4
EXISTING RELIEF
LINTEL, REFER TO
STRUCTURAL
5X5 PREFINISHED GUTTER
WITH 4X4 DOWNSPOUT AT
LOW ROOF
NEW SIDEWALK, REFER
TO SITE AND FLOOR PLAN
A3.5
A3.5
5/8" GYPSUM BOARD ON
6" C-STUDS @ 16 O.C.
CEILING AS SPECIFIED.
REFER TO SHEET A6.1
EXTERIOR BRICK WITH 1 1/4" AIR
SPACE AND 1" RIGID INSULATION
AS SPECIFIED, TYPICAL
NEW CONCRETE STAIRS,
REFER TO STRUCTURAL
25' - 7"
22' - 5"
10' - 5"
0"
-1' - 8"
TOP OF PARAPET F.E. 630.65
VERIFY IN FIELD
ROOF LOW POINT F.F.E. 627.57
SECOND F.F.E. 615.57
FIRST F.F.E. 615.57
RECEIVING F.F.E. 603.10'
C E
IL
IN
G H
E
IG
H T
SCREENING/
RECEIVING
SOILED
C E
IL
IN
G H
E
IG
H T
A8.1
A8.1
EXPANSION JOINT
FOAM SEAL
5/8" GYPSUM
BOARD ON 6" C-
STUDS @ 16 O.C.
4" COLUMNS, REFER
TO STRUCTURAL
EXTERIOR BRICK
VENEER
1 1/4" AIR GAP
1" RIGID
INSULATION
5/8" PLYWOOD
SHEATHING
5 7/8" BATT
INSULATION
1 1/4" AIR GAP
1" RIGID
INSULATION
5/8" PLYWOOD
SHEATHING
EXTERIOR BRICK
VENEER
1 1/4" AIR GAP
1" RIGID
INSULATION
5/8" PLYWOOD
SHEATHING
5/8" GYPSUM
BOARD ON 6" C-
STUDS @ 16 O.C.
5 7/8" BATT
INSULATION
1" GYPSUM BOARD
4" COLUMNS, REFER
TO STRUCTURAL
6" CH STUDS @ 16
O.C.
5/8" GYPSUM
BOARD
4 7/8" BATT
INSULATION
4" COLUMNS, REFER
TO STRUCTURAL
5/8" GYPSUM BOARD
4" C STUDS @ 16" O.C.
4 7/8" BATT INSULATION
1" GYPSUM BOARD
6" CH STUDS @ 16 O.C.
4" COLUMNS, REFER
TO STRUCTURAL
1" GYPSUM BOARD
6" CH STUDS @ 16 O.C.
4 7/8" BATT INSULATION
EXTERIOR BRICK VENEER
WITH 1 1/4" AIR GAP
1" RIGID INSULATION
5/8" PLYWOOD SHEATHING
6' - 10"
CLEAR
7' - 10 3/4"
C L E
A R
5 7/8" BATT
INSULATION
EXPANSION JOINT
EXPANSION JOINT
A8.1
A8.1
4" COLUMNS, REFER
TO STRUCTURAL
5/8" GYPSUM BOARD
4" C STUDS @ 16" O.C.
4 7/8" BATT INSULATION
1" GYPSUM BOARD
6" CH STUDS @ 16 O.C.
1" GYPSUM BOARD
6" CH STUDS @ 16 O.C.
4 7/8" BATT INSULATION
EXTERIOR BRICK VENEER
WITH 1 1/4" AIR GAP
1" RIGID INSULATION
5/8" PLYWOOD SHEATHING
1" GYPSUM BOARD
6" CH STUDS @ 16 O.C.
4 7/8" BATT INSULATION
EXTERIOR BRICK VENEER
WITH 1 1/4" AIR GAP
1" RIGID INSULATION
5/8" PLYWOOD SHEATHING
5/8" GYPSUM BOARD
6" C STUDS @ 16 O.C.
5 7/8" BATT INSULATION
4" COLUMNS, REFER
TO STRUCTURAL
4" COLUMNS, REFER
TO STRUCTURAL
4" COLUMNS, REFER
TO STRUCTURAL
EXTERIOR BRICK VENEER
WITH 1 1/4" AIR GAP
1" RIGID INSULATION
5/8" PLYWOOD SHEATHING
5/8" GYPSUM BOARD
6" C STUDS @ 16 O.C.
5 7/8" BATT INSULATION EXTERIOR BRICK VENEER
WITH 1 1/4" AIR GAP
1" RIGID INSULATION
5/8" PLYWOOD SHEATHING
CLEAR
7' - 10 3/4"
C L E
A R
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
:1
P M
A3.3
BUILDING SECTIONS ALAMO BLDG 521
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"
ELEVATOR ADDITON BLDG THROUGH ELEVATOR HOISTWAY NORTH
SCALE : 1/4" = 1'-0"
ELEVATOR ADDITION STN
SCALE : 1/4" = 1'-0"
ELEVATOR ADDITION BLDG THROUGH ELEVATOR HOISTWAY WEST
SCALE : 1/4" = 1'-0"
ELEVATOR ADDITON BLDG THROUGH STAIR NORTH
SCALE : 1/4" = 1'-0"
BUILDING ADDITION PLAN DETAIL - FIRST FLOOR
SCALE : 1/4" = 1'-0"
BUILDING ADDITION PLAN DETAIL - SECOND FLOOR
MODIFIED BITUMEN ROOF
SYSTEM AS SPECIFIED
OVER WATERPROOF
PEEL AND STICK
1/4" GLASSMAT
GYPSUM COVER
BOARD END JOINTS
STAGGERED, TYPICAL.
R-25 RIGID INSULATION
BOARD, TYPICAL.
ROOF DECK AND
BEAMS, REFER TO
STRUCTURAL.
SCREEN/RECEIVING
SLOPE
1/4" PER 1'
2X6 TREATED WOOD
BLOCKING CUT TO FORM
24 GA. METAL DRIP EDGE
FLASHING - 4" END LAPS
W/ CONTINUOUS
CAULKING AT LAPS
CONTINUOUS
BACKER ROD AND
SEALANT
BRICK AS SPECIFIED
WITH 1 1/4" AIR
SPACE, TYPICAL
5/8" PLYWOOD
SHEATHING, TYPICAL
STEEL BEAM AND COLUMNS,
REFER TO STRUCTURAL.
AIR AND VAPOR
BARRIER TO WRAP
AROUND BLOCKING
1" R-11 RIGID
INSULATION, TYPICAL1 5/8" C-STUD
AT 16" O.C.
6" 18 GA. METAL
FRAMING STUDS @ 16"
O.C. AND R-13 BATT
INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
5/8" GYPSUM
BOARD
1' - 1 1/8"
2X6 TREATED WOOD
BLOCKING CUT TO FORM
MODIFIED BITUMEN ROOF
SYSTEM AS SPECIFIED
OVER WATERPROOF
PEEL AND STICK
1/4" GLASSMAT
GYPSUM COVER
BOARD END JOINTS
STAGGERED, TYPICAL.
R-25 RIGID INSULATION
BOARD, TYPICAL.
ROOF DECK AND BEAMS,
REFER TO STRUCTURAL.
24 GA. METAL DRIP EDGE
FLASHING - 4" END LAPS
W/ CONTINUOUS
CAULKING AT LAPS
CONTINUOUS
BACKER ROD AND
SEALANT
BRICK AS SPECIFIED
WITH 1 1/4" AIR
SPACE, TYPICAL
5/8" PLYWOOD
SHEATHING, TYPICAL
STEEL BEAM AND
COLUMNS, REFER
TO STRUCTURAL.
1" TYPE X
GYPSUM BOARD
ELEVATOR SHAFT
6" CH METAL FRAMING
STUDS @ 16" O.C. AND
R-13 BATT INSULATION IN
BETWEEN STRUCTURAL
COLUMNS.
1 5/8" C-STUDS
AT 16" O.C.
AIR AND VAPOR
BARRIER TO WRAP
AROUND BLOCKING
1" R-11 BATT
INSULATION
1' - 0 1/2"
BRICK AS SPECIFIED
WITH 1 1/4" AIR
SPACE, TYPICAL
2 PLY PVC MEMBRANE
AS SPECIFIED OVER
WATERPROOF PEEL
AND STICK
3/4" CDX PLYWOOD W/
END JOINTS
STAGGERED, TYPICAL.
REMOVABLE COUNTER FLASHING
LAP METAL JOINTS WITH 2-BEAD
SEALANT
6" 18 GA. METAL CH STUDS
@ 16" O.C. AND R-13 BATT
INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
R-25 RIGID INSULATION
BOARD, TYPICAL.
ROOF DECK AND
BEAMS, REFER TO
STRUCTURAL.
1" TYPE X GYPSUM BOARD
STEEL BEAM AND COLUMNS,
REFER TO STRUCTURAL.
6" 18 GA. METAL FRAMING
STUDS @ 16" O.C. AND R-13
BATT INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
SUSPENDED CEILING
TIE, REFER SHEET 6.1
ELEVATOR SHAFT
SCREEN/ RECEIVING
5/8" PLYWOOD
SHEATHING ,TYPICAL
5/8" GYPSUM BOARD.
2X WOOD BLOCKING
TREATED WOOD
CANT STEP
1" R-11 RIGID INSULATION
THRU WALL FLASHING
6 5/8"
CONTINUOUS
6X3X1/4 EDGE
ANGLE
1' - 0 1/2"
ELEVATOR SHAFT
2X6 TREATED WOOD
BLOCKING CUT TO FORM
MODIFIED BITUMEN ROOF
SYSTEM AS SPECIFIED
OVER WATERPROOF
PEEL AND STICK
1/4" GLASSMAT
GYPSUM COVER
BOARD END JOINTS
STAGGERED, TYPICAL.
R-25 RIGID INSULATION
BOARD, TYPICAL.
ROOF DECK AND
BEAMS, REFER TO
STRUCTURAL.
24 GA. METAL DRIP EDGE
FLASHING - 4" END LAPS
W/ CONTINUOUS
CAULKING AT LAPS
CONTINUOUS
BACKER ROD AND
SEALANT
BRICK AS SPECIFIED
WITH 1 1/4" AIR
SPACE, TYPICAL
5/8" PLYWOOD
SHEATHING, TYPICAL
STEEL BEAM AND COLUMNS,
REFER TO STRUCTURAL.
6" CH METAL FRAMING STUDS
@ 16" O.C. AND R-13 BATT
INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
1" TYPE X
GYPSUM BOARD
AIR AND VAPOR
BARRIER TO WRAP
AROUND BLOCKING
1" R-11 RIGID
INSULATION, TYPICAL
1 5/8" C-STUDS
AT 16" O.C.
ANCHOR BOLTS @ 16" O.C.
1' - 0 1/2"
SLOPE
1/4" PER 1'
SCREEN/ RECEIVING
SIDE
2X6 TREATED WOOD
BLOCKING CUT TO FORM
MODIFIED BITUMEN ROOF
SYSTEM AS SPECIFIED
OVER WATERPROOF
PEEL AND STICK
1/4" GLASSMAT
GYPSUM COVER
BOARD END JOINTS
STAGGERED, TYPICAL.
R-25 RIGID INSULATION
BOARD, TYPICAL.
ROOF DECK AND
BEAMS, REFER TO
STRUCTURAL.
24 GA. METAL DRIP EDGE
FLASHING - 4" END LAPS
W/ CONTINUOUS
CAULKING AT LAPS
5/8" TYPE X
GYPSUM BOARD
SUSPENDED CEILING
TIE, REFER SHEET 6.1
CONTINUOUS BACKER
ROD AND SEALANT
BRICK AS SPECIFIED
WITH 1 1/4" AIR
SPACE, TYPICAL
5/8" PLYWOOD
SHEATHING, TYPICAL
STEEL BEAM AND COLUMNS,
REFER TO STRUCTURAL.
AIR AND VAPOR
BARRIER TO WRAP
AROUND BLOCKING
1" R-11 RIGID
INSULATION, TYPICAL
6" 18 GA. METAL
FRAMING STUDS @ 16"
O.C. AND R-13 BATT
INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
1 5/8" C-STUDS
AT 16" O.C.
5" PREFINISHED GUTTER
(@ LOW ROOF ONLY)
4" X 6" DOWNSPOUT
(@ LOW ROOF ONLY)
SLOPE
1/4" PER 1'
1' - 1 1/8"
6" 18 GA. CH METAL
FRAMING STUDS @ 16"
O.C. AND R-13 BATT
INSULATION IN BETWEEN
STRUCTURAL COLUMNS.
5/8" TYPE X GYPSUM BOARD
AROUND ELEVATOR SHAFT
ELEVATOR PIT
ELEVATOR SHAFT
CONCRETE FOOTING,
REFER TO STRUCTURAL
CONCRETE SLAB, REFER
TO STRUCTURAL.
COLUMN, REFER
TO STRUCTURAL.
SCREEN/ RECEIVING
6" CH STUD WALL TRACK
SEALANT WITH
BACKER ROD
1" TYPE X
GYPSUM BOARD
6 5/8"
NEW ELEVATOR AS
SPECIFIED, TYPICAL.
NEW BASE AND FLOORING
AS SCHEDULED
NEW ELEVATOR DOOR
FRAME BY ELEVATOR
MANUFACTURER, INSTALL AS
RECOMMENDED, TYPICAL.
ELEVATOR DOOR AND SEAL BY
ELEVATOR MANUFACTURER,
INSTALL AS RECOMMENDED,
TYPICAL.
EXISTING STRUCTURE
(FIELD VERIFY)
WALL BEYOND
NEW ELEVATOR AS SPECIFIED,
TYPICAL.
CONCRETE FOOTING.
REFER TO STRUCTURAL
NEW CONCRETE FILLING
TO BE LEVEL WITH
EXISTING FLOORING.
REFER TO STRUCTURAL
EXISTING TERRAZZO
FLOORING
EXPANSION JOINT TO BE
INSTALLED AS SPECIFIED
7/8"5"
ELEVATOR PIT
NEW FLOORING TO BE
INSTALLED, REFER TO
FINISH SHEETS
2 PLY PVC MEMBRANE
AS SPECIFIED OVER
WATERPROOF PEEL
AND STICK
3/4" CDX PLYWOOD W/
END JOINTS
STAGGERED, TYPICAL.
REMOVABLE COUNTER
FLASHING LAP METAL JOINTS
WITH 2-BEAD SEALANT
R-25 RIGID INSULATION
BOARD, TYPICAL.
STEEL JOISTS REFER
TO STRUCTURAL.
WOOD BLOCKING
TREATED WOOD CANT STEP
THRU WALL FLASHING
SLOPE
1/4" PER 1'
2ND FLOOR SOILED ROOM
SCREEN/ RECEIVING
BRICK AS SPECIFIED WITH
1 1/4" AIR SPACE, TYPICAL
6" 18 GA. METAL CH
STUDS @ 16" O.C. AND
R-13 BATT INSULATION IN
BETWEEN STRUCTURAL
COLUMNS.
1" TYPE X GYPSUM BOARD
5/8" PLYWOOD
SHEATHING ,TYPICAL
1" R-11 RIGID INSULATION
STEEL DECK, REFER TO
STRUCTURAL.
FLOOR SYSTEM, REFER
TO STRUCTURAL.
ROOF DECK REFER TO
STRUCTURAL.
STEEL BEAMS, AND
COLUMNS REFER TO
STRUCTURAL.
1' - 1 1/8"
WATERPROOF MEMBRANE
2 6
CONCRETE
FOUNDATION, REFER
TO STRUCTURAL FOR
FOUNDATION
INFORMATION
CONCRETE SLAB,
REFER TO STRUCTURAL
MORTAR BACKFILL
MORTAR MESH WEEP HOLE
COVER EVERY 16" O.C.,
COORDINATE WEEP HOLE
HEIGHT WITH EXISTING GRADE
BRICK VENEER
THRU WALL FLASHING ABOVE
GRADE THROUGHOUT
BRICK VENEER TO GO DOWN 3'-4"
FROM FINISH FLOOR ELEVATION.
REFER TO STRUCTURAL
0' - 4"
MASONRY TIE 16"
O.C. VERTICAL
1' - 1 1/8"
NEW BASE AND
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .