ESBD_393688_1738703428621_HHS0015184 Attachment H-3b.pdf
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- Solicitation number
- HHS0015184
- Issued by
- Texas
About this file
This document contains structural design and engineering drawings from Moose Engineers for renovations to Alamo Hall and Seidel Building at the San Antonio State Hospital, including foundation sections, floor and roof sections, and mechanical plans. The drawings are dated January 29, 2025 and include Addendum No. 001 which modifies the original construction documents with changes to mechanical, electrical and plumbing systems. The addendum specifies additions of fire smoke dampers, revisions to lighting and power plans, and updates to plumbing layouts.
The technical drawings show detailed foundation sections with concrete beams, steel columns, elevator pits, and stem walls, as well as floor and roof framing with structural steel members and connections. The mechanical plans indicate HVAC equipment locations, ductwork routing, and fire damper placements. The addendum details 24 revised drawing sheets covering modifications to fire protection systems, electrical circuits and panels, and plumbing fixtures across both buildings. Engineering stamps and signatures from licensed professionals are included on the documents, indicating these are official construction documents for state healthcare facility renovations.
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TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
e1
1/ F V
D E P T H
S C
H E D
B M
PLAN
SEE
WALL
1'-0"
SCHED
CONC BM,
SEE PLAN
EXIST
CONC BM
EXIST
CONC SLAB
EXIST
TOPPING
EXIST CMU
WALL BEYOND
EXIST FFE
SEE PLAN
VOID FORMS,
SEE SPECS &
STRUCT NOTES
1'-0" THK
STEM WALL
CPPP SOIL
RETAINER,
SEE
#5 @ 12" OCEW
EA FACE
#5 HAIRPIN
@ 12" OC
STL COL
BEYOND
CONC
WALL
BEYOND
CONC INFILL,
SEE 7/S4.4
EXP JT,
SEE PLAN
1' -1
/2
CONC
WALL
BEYOND
ELEVATOR PIT
CONC SLAB,
SEE PLAN
CONC KEY W/
WATERSTOP
5/S4.1
FOR SUMP PIT
INFORMATION,
SEE 8& 9/S4.2
WIDTH
SCHED BM
WALL
1'-0"
SCHED
CONC BM,
SEE PLAN
CONC SLAB,
SEE PLAN
CONC PIER
BEYOND
CONC KEY W/
WATERSTOP
STL COL,
SEE PLAN
EMBED PL,
SEE PLAN
VOID FORMS,
SEE SPECS &
STRUCT NOTES
VOID FORMS,
SEE SPECS &
STRUCT NOTES
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
VOID FORMS,
SEE SPECS &
STRUCT NOTES
CPPP SOIL
RETAINER,
SEE
ELEVATOR PIT
CONC SLAB,
SEE PLAN
1'-0" THK
STEM WALL
#5 @ 12" OCEW
EA FACE
#5 HAIRPIN
@ 12" OC
P L A N
S E E
CONC WALL
BEYOND
1' -0
5/S4.1
P L A N
S E E
W
A L L
D E P T H
S C
H E D
B M
BM WIDTH
SCHED
STL COL,
SEE PLAN
SCHED
CONC BM,
SEE PLAN
CONC PIER
BEYOND
CONC KEY W/
WATERSTOP
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
EMBED PL,
SEE PLAN
CONC SLAB,
SEE PLAN
VOID FORMS,
SEE SPECS &
STRUCT NOTES
VOID FORMS,
SEE SPECS &
STRUCT NOTES
BRICK
VENEER,
SEE ARCH
CPPP SOIL
RETAINER,
SEE
1'-0" THK
STEM WALL
#5 @ 12" OCEW
EA FACE
#5 HAIRPIN
@ 12" OC
FLATWORK,
SEE CIVIL
EXPANSION JT
1' -8
L U G
CONT #4 @ 12" OC
EACH FACE
#4 U-BARS
@ 12" OC
P L A N
S E E
LUG
4"
5/S4.1
8"
WIDTH
SCHED BM
STL COL,
SEE PLAN
SCHED CONC
BM, SEE PLAN
CONC SLAB,
SEE PLAN
P L A N
S E E
D E P T H
S C
H E D
B M
VOID FORMS,
SEE SPECS &
STRUCT NOTES
MASONRY,
SEE ARCH
EMBED PL,
SEE PLAN
LUG
4"
#4 CONT T&B
#3 HAIRPIN MATCH
STIRRUP SPACING
1' -8
L U G
FIN GRADE,
SEE CIVIL
CPPP SOIL RETAINER,
SEE 5/S4.1
e1
WIDTH
SCHED BM
EXIST
CONC BM
SCHED CONC
BM, SEE PLAN
EXIST
CONC SLAB
EXIST
TOPPING
EXIST CMU
WALL BEYOND
EXIST CONC
COL BEYOND
PLAN
SEE SEE PLAN
STL COL,
SEE PLAN
STL COL,
SEE PLAN
VOID FORMS,
SEE SPECS &
STRUCT NOTES
CONC SLAB,
SEE PLAN
1" EXP JT
CONC INFILL,
SEE 7/S4.4
EXIST FFE
SEE PLAN
#4 DOWWELS @ 12" OC
DRILLED & EPOXIED 6"
INTO EXIST CONC BM
W/ HILTI HIT RE-500 V3
#4 CONT
NOSING BAR
#4 @ 12" OC
E M
B E D
#4 BENT DOWELS @ 12" OC
DRILLED & EPOXIED 3" INTO
EXIST CONC SLAB W/ HILTI HIT
RE-500 V3
4"
CPPP SOIL RETAINER,
SEE 5/S4.1
CONC BM BEYOND
CONT #4 @ 12" OC
SCHED
CONC BM,
SEE PLAN
D E P T H
S C
H E D
B M
STL COL,
SEE PLAN
CONC KEY W/
WATERSTOP
EMBED PL,
SEE PLAN
VOID FORMS, SEE
SPECS & STRUCT NOTES
CPPP SOIL
RETAINER, SEE
ELEVATOR PIT
CONC SLAB,
SEE PLAN
1'-0" THK
STEM WALL
#5 @ 12" OCEW
EA FACE
#5 HAIRPIN
@ 12" OC
BRICK
VENEER,
SEE ARCH
CONT #4 @ 12" OC
EA FACE
#4 U-BARS
@ 12" OC
LUG
4"
FLATWORK,
SEE CIVIL
5/S4.1
FOR SUMP PIT
INFORMATION,
SEE 8& 9/S4.2
EXIST
CONC BM
EXIST
CONC SLAB
EXIST
TOC EL-
SEE PLAN
TOC EL-
SEE PLAN
CONC
STRUCTURE
SEE PLAN
1" EXP JT
NEW CONC
INFILL AT EXIST
5" LUG
FV
5"
F V6
#4 DOWELS @ 12" OC
DRILLED & EPOXIED 4"
INTO EXIST CONC BM W/
HILTI HIT RE-500 V3
#4 HORIZ @ 12" OC
#4 VERT @
12" OC
EXIST TOPPING
VINCE GUERRA
140231
1045 CENTRAL PARKWAY NORTH, SUITE 200
210.349.9098
SAN ANTONIO, TEXAS 78232
TBPE FIRM F-432IES JOB NO:
ENGINEERING COMMUNITIES FROM THE GROUND UP
ie-services.com
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 CHESNEY MORALES PARTNERS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR UTILIZED
IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION
OF CHESNEY MORALES PARTNERS, INC.
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ALAMO - BUILDING 521 -
FOUNDATION SECTIONS
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FINAL CONSTRUCTION DOCUMENTS
SCALE: 3/4" = 1'-0"
1 ALAMO FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
2 ALAMO FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
3 ALAMO FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
4 ALAMO FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
5 ALAMO FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
6 ALAMO FOUNDATION SECTION
SCALE: 1" = 1'-0"
7 TYPICAL DETAIL AT EXITING BUILDING LUG
Revision Schedule
No. Description Date
1 ADDENDUM 01 01/30/25
01/30/25
TOS EL-
TOS EL-
SEE PLAN
e1
STL COL,
SEE PLAN
STL COL,
SEE PLAN
TOC EL-
SEE PLAN
STL BM,
SEE PLANEXIST
CONC BM
EXIST
CONC SLAB
EXIST TOPPING
EXIST CMU
WALL BEYOND
EXIST CMU
WALL BEYOND
EXIST CONC
COL BEYOND
EXIST CONC
COL BEYOND
STL JST,
SEE PLAN
PLAN
SEE SEE PLAN
ARCH
SEE
BRICK,
SEE ARCH
PLAN
SEE
1" EXP JT
PLAN
SEE
EXIST STL RELIEF
ANGLE TO REMAIN
CONC INFILL.
SEE 7/S4.4
1" EXP JT
CONT DECK EDGE
ANGLE, SEE S5.2
CONC SLAB ON STL
DECK, SEE PLAN
CONT DECK EDGE
ANGEL, SEE 1/S5.1
CONT DECK EDGE
ANGLE, SEE
STL BM, SEE PLAN
ROOFING MATERIAL,
SEE ARCH
STL DECK, SEE PLAN
S5.2
TOB EL-
SEE PLAN
CONT C8x10.3
DE
2 1/2"
TYP
3/16
3/16
TYP
3/16
TYP
STL COL,
SEE PLAN
T&B, TYP 3/16
7 1/2"
3"
3/16
TYP
SEE PLAN
BRICK VENEER,
SEE ARCH
GALV STL DECK,
SEE PLAN
1/4" CAP PL,
TYP
HSS BMS,
SEE PLAN
CONNECTION PL
ASSEMBLY, SEE 8/S5.1
ARCH
SEE
VINCE GUERRA
140231
1045 CENTRAL PARKWAY NORTH, SUITE 200
210.349.9098
SAN ANTONIO, TEXAS 78232
TBPE FIRM F-432IES JOB NO:
ENGINEERING COMMUNITIES FROM THE GROUND UP
ie-services.com
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 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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ALAMO - BUILDING 521 -
FLOOR & ROOF SECTIONS
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FINAL CONSTRUCTION DOCUMENTS
SCALE: 3/4" = 1'-0"
1 ALAMO FLOOR & LOW ROOF SECTION
SCALE: 3/4" = 1'-0"
2 CANOPY CONNECTION DETAIL
Revision Schedule
No. Description Date e1
STL COL,
SEE PLAN
STL DECK,
SEE PLAN
STL JST,
SEE PLAN
STL COL,
SEE PLAN
STL BM,
SEE PLAN
STL BM,
SEE PLAN
CONT DECK EDGE
ANGLE, SEE
EXIST CONC BM
EXIST CONC
ROOF SLAB
EXIST CMU
WALL BEYOND
TOC EL-
SEE PLAN
TOS EL-
SEE PLAN
EXIST CONC
COL BEYOND
PLAN
SEE
JT
1" EXP
DE
9 1/2"
CONT DECK EDGE
ANGLE, SEE 1/S5.1
EXIST STL RELIEF
ANGLE TO REMAIN
1/S5.1
BRICK VENEER,
SEE ARCH
ARCH
SEE
DE
2 1/2"
VINCE GUERRA
140231
1045 CENTRAL PARKWAY NORTH, SUITE 200
210.349.9098
SAN ANTONIO, TEXAS 78232
TBPE FIRM F-432IES JOB NO:
ENGINEERING COMMUNITIES FROM THE GROUND UP
ie-services.com
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 CHESNEY MORALES PARTNERS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR UTILIZED
IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION
OF CHESNEY MORALES PARTNERS, INC.
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ALAMO - BUILDING 521 -
ROOF SECTIONS
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FINAL CONSTRUCTION DOCUMENTS
SCALE: 3/4" = 1'-0"
1 ALAMO ROOF SECTION
Revision Schedule
No. Description Date
TOS EL-
TYP
3'-0"
H S S 3x
3x 1/
B R A C E
WP
WP
STL BM,
SEE PLAN
STL COL,
SEE PLAN
STL ROOF DECK,
SEE STRUCT NOTES
STL GUSSET PL
EXIST STL
FRAMING
CONT DECK EDGE
ANGLE, SEE
ROOF MATL, SEE ARCH
1/S5.1
PLAN
SEE
TOS EL-
VARIES
ROOF MAT'L,
SEE ARCH
CONT EDGE
ANGLE, SEE
GRIND
SMOOTH
GRIND
SMOOTH 3/16
STL COL,
SEE PLAN
1/4 CAP PL,
BOTH ENDS
STL BM,
SEE PLAN
CL
COL
STL JST
SUBSTITUTE
BEYOND,
SEE PLAN
STL ROOF
DECK, SEE PLAN
HSS2 1/2x2 1/2x1/4
AT EA STL COL,
SEE PLAN
1/S5.1
DE
2 1/2"
VINCE GUERRA
140231
1045 CENTRAL PARKWAY NORTH, SUITE 200
210.349.9098
SAN ANTONIO, TEXAS 78232
TBPE FIRM F-432IES JOB NO:
ENGINEERING COMMUNITIES FROM THE GROUND UP
ie-services.com
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 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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S5.6
SEIDEL - BUILDING 598 - ROOF
SECTIONS
2153.A
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FINAL CONSTRUCTION DOCUMENTS
SCALE: 3/4" = 1'-0"
1 SEIDEL BUILDING SECTION
SCALE: 3/4" = 1'-0"
2 DETAIL AT HSS3x3 COLUMN CONNECTION
Revision Schedule
No. Description Date
1344 S. FLORES, STE. 203 SAN ANTONIO, TX 78204 | P: 210.361.1400 | TBPE NO. F-19823 Q:\230905\Construction Admin\Addenda\Addendum No. 001.docx
Addendum No. 001 Project Alamo SASH MSU
Project No. 230905
Date 1/29/2025
This Addendum forms a part of the Contract Documents. This addendum modifies and supplements the Contract Documents as described herein for the afore referenced Project and includes:
• Two (2) page narrative
• Zero (0) attachments
• Twenty-Four (24) revised drawing sheets
01/29/2025
Changes to Drawings
Mechanical
1. Sheet M1.1 – Mechanical Floor Plan – Alamo Hall – Level 1
a. Added fire smoke dampers to fire rated walls.
2. Sheet M1.2 – Mechanical Floor Plan – Alamo Hall – Level 2
a. Added fire smoke dampers to fire rated walls.
3. Sheet M1.3 Mechanical Floor Plan – Seidel Building 598
a. Added fire smoke dampers to fire rated walls
4. Sheet M5.2 – Mechanical Details
a. Added fire damper detail.
Electrical
1. Sheet ED0.1 – Electrical Site Plan – Demolition
a. Added keyed note 8 for clarity.
2. Sheet ED3.3 – Special Systems Demo Floor Plan – Seidel
a. Revised symbology of duct smoke detector serving demolished AHU to clarify demolition.
3. Sheet E1.1 – Lighting First Floor Plan – Alamo Hall
a. Revised location of 2 exit signs as indicated on drawings.
b. Added keyed note 9 to existing fixture in Patient Corridor 113.
c. Revised keyed note 2 to clarify lighting in elevator shaft to remain.
4. Sheet E1.2 – Lighting Second Floor Plan – Alamo Hall
a. Added keyed note 9 to existing fixture in Patient Corridor 113. Added switch to control light in vestibule.
b. Revised fixture types for alternate 3 general note.
5. Sheet E1.3 – Lighting Floor Plan – Seidel Building
a. Added two (2) exit signs type “X” in Staff Breakroom S101 and Admissions/Screening Area S112.
b. Revised keyed note 4 to clarify lighting rework scope required for existing to remain rooms to be fed from new panel “C” in lieu of existing panel “P”.
6. Sheet E2.1 – Power First Floor Plan – Alamo Hall
a. Corrected circuit designations for circuits in Screen/Receiving 138, Treatment 160, and Group 159 to match panel schedule.
MOOSE ENGINEERS Addendum No. 001 | Page 2 of 2
Q:\230905\Construction Admin\Addenda\Addendum No. 001.docx
7. Sheet E2.2 – Power Second Floor Plan – Alamo Hall
a. Revised locations of receptacles in Elopement 231 and Vestibule 231A. No receptacles added.
b. Added keyed note 7 for wall mounted monitor coordination in Secondary Med Rm 240 and Main Med Rm
242.
8. Sheet E2.2M – Mechanical Power Second Floor Plan – Alamo Hall
a. Applied keyed note 4 and added POC for flush valve sensor in Staff Restroom 259.
9. Sheet E2.3 – Power Floor Plan – Seidel Building
a. Revised keyed note 7 to clarify intent.
b. Revised keyed note 9 to clarify receptacle rework scope required for existing to remain rooms to be fed from new panel “C” in lieu of existing panel “P”.
10. Sheet E3.1 – Special Systems First Floor Plan – Alamo Hall
a. Revised fire alarm device in Staff Office to be V in lieu of AV.
b. Added fire smoke dampers per mechanical revisions. Added associated keyed note.
11. Sheet E3.2 – Special Systems Second Floor Plan – Alamo Hall
a. Added fire smoke dampers per mechanical revision. Added associated keyed note.
12. Sheet E3.3 – Special Systems Floor Plan – Seidel
a. Added smoke duct detector for AHU-1, for a total of 2 for the AHU-1.
b. Added fire smoke dampers per mechanical revision. Added associated keyed note.
13. Sheet E5.3 – Electrical Panel Schedules – Alamo Hall
a. Revised circuit breaker in new panel L1C-1 to be 20A/1P GFI in lieu of 20A/1P.
b. Added Spare 100A/3P CB in panel L1C in bussed space.
14. Sheet E5.4 – Electrical Panel Schedules – Seidel
a. Utilized existing spare 20A/1P CBS for fire smoke damper circuits in panel C-15,17,19.
b. Added Spare 100A/3P CB in panel C in bussed space.
Plumbing
1. Sheet PD1.01 PLUMBING DEMOLITION PLAN – ALAMO HALL 521 – UNDERFLOOR
a. Revised floor plan to reflect location of existing elevator sump pump.
2. Sheet PD1.1 PLUMBING DEMOLITION PLAN – ALAMO HALL 521 – LEVEL 1
a. Revised floor plan to reflect location of existing elevator sump pump piping.
3. Sheet PD1.2 PLUMBING DEMOLITION PLAN – ALAMO HALL 521 – LEVEL 2
a. Revised floor plan to reflect location of existing floor drain in the Seclusion Room.
4. Sheet P1.0 PLUMBING UNDERFLOOR PLAN – ALAMO HALL 521
a. Revised floor plan to reflect location of existing elevator sump pump.
5. Sheet P1.1 PLUMBING FLOOR PLAN – ALAMO HALL 521 – LEVEL 1
a. Revised floor plan to reflect location of existing elevator sump pump piping.
6. Sheet P1.2 PLUMBING FLOOR PLAN – ALAMO HALL 521 – LEVEL 2
a. Revised floor plan to reflect location of existing floor drain in Seclusion Room.
DN
UP
X XX X X X X
A.2
A.2
C.4
C.4
B.3
B.3
D.5
D.5
E
E
F
F
I
I
J
J
L
L
M
M
N
N
400400
100100
200200
300300
G
G
H
H
A1.1
A1.1
O
O
2 2
3 3
4 4 B
B
C
C
A
A
1 1
D
D
16 16
QUIET ACTIVITY
FCU-14
FCU-15
FCU-16
FCU-5
SB
FCU-11
20"x12"
12"x8"
8"x8"
8"x8"
8"x10"
EA
SA
SA
SB
RA
SB
SB
EA
SB
SB
SB
EA
EA
EA
SCREEN/
RECEIVING
236 SF
SB
1 FCU-20
SB
SB
SA
SA
SA
STAFF STATION
MED ROOM
EVS
SB
18"x10"
SA
SC
SERVERY/
NOURISHMENT
195 SF
SB
FCU-63
T
T
T
T
T
SC
SC
SA
STORAGE ROOM
CLEAN LINEN
STORAGE
SUPPLY
SA
EA
SA
RA
RA
SE
RB
SE
EX
EX
SE
RB
6"x10"
14"x8"
10"x12"
6"x10"
8"x12"
10"x10"
RA
10"x10"
6"x6" 6"x6"
RB
10"x10"
RA
10"x10"
RA
10"x10"
RA
RB
6"x6"
EA
50FSD
FSD
FSD
FSD
FSD
FSD
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 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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M1.1
MECHANICAL FLOOR PLAN
- ALAMO HALL 521 - LEVEL
230905(m)
11/15/2024
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FINAL CONSTRUCTION DOCUMENTS
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RELOCATE FCU TO APPROXIMATE LOCATION. SUSPEND UNIT WITH ALL-THREAD
AND SPRING ISOLATORS. TRANSITION SUPPLY AND RETURN DUCTWORK AS
NECESSARY TO CONNECT TO UNIT.
EXISTING EXHAUST DUCTWORK DOWN FROM FLOOR ABOVE. CONNECT NEW
DUCT TO EXISTING MAIN.
TERMINATE FULLY INSULATED COPPER CONDENSATE AT MOP SINK WITH 1" AIR
GAP.
ROUND SUPPLY DUCT TO ELBOW UPWARDS TOWARD FLOOR ABOVE AND RUN
AS CLOSE AS POSSIBLE TO STRUCTURE TO AVOID OUTSIDE AIR DUCT.
MECHANICAL KEYED NOTES:
1/8" = 1'-0"M1.1
1 FIRST FLOOR PLAN - MECHANICAL
1. TEMPERATURE SENSORS TO BE CEILING MOUNTED. ROOMS TO HAVE 5
DEGREES OF ADJUSTABILITY.
2. FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO START OF WORK.
3. ACCESS PANELS TO BE INSTALLED DIRECTLY BELOW FCUS. REFER TO
ARCHITECT FOR LOCATIONS.
4. ALL DAMPERS LOCATED ABOVE GYPSUM CEILINGS ARE TO BE PROVIDED
WITH ANTI LIGATURE RATED REMOTE CABLE OPERATED DAMPERS.
MECHANICAL GENERAL NOTES:
Revision Schedule
No. Description Date
1 Addendum 01 01/29/25
AUSTIN R. KACE
S
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IONAL EN
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P R O F
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T A
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DICENSE
150421
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D W
A.2
A.2
C.4
C.4
B.3
B.3
D.5
D.5
E
E
F
F
I
I
J
J
L
L
M
M
N
N
400400
100100
200200
300300
G
G
H
H
A1.1
A1.1
O
O
2 2
3 3
4 4 B
B
C
C
A
A
D
D
16 16
MECH ROOM
ADA PATIENT
BED 6
ADA PATIENT
BED 5
PATIENT BED 3
PATIENT BED 2
PATIENT BED 7
NEW ELEVATOR
STAFF STATION
ELECT. ROOM
SECLUSION ANTE
ANTE ROOM T/R
SECLUSION
ROOM
ADA TLT /
SHWR 2
CLN
PATIENT BED 17
PAT TLT. 6
STOR.
EXAM ROOM
STOR.
PATIENT BED 1
PATIENT BED 4
PAT TLT. 2
STAFF
OBSERVATION
SOILED
PATIENT SHWR 2
ELOPEMENT
CONSULT 4
ADA PATIENT
BED 15
PAT TLT / TUB
SHWR 3
PATIENT BED 19
PATIENT BED 20
MECH. ROOM
PAT TLT. 5
MECH ROOM
PAT TLT
PATIENT
CORRIDOR
219 PATIENT
CORRIDOR
ADA TLT / SHWR
206 EVS
CLN
IDF ROOM
LAUNDRY
PATIENT BED 18
EXISTING STAIRS
INCENTIVE
THERAPY
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
PATIENT
SHOWER 1
PAT TLT. 1
PATIENT BED
STOR.
STOR.
PATIENT
CORRIDOR
FCU-62
FCU-45
FCU-481
EF-27
ON ROOF
SA
FCU-39
SC
RA
8"x12"
SC
8"x12"
8"x12"
8"x12"
EA
6"x6"
EX
EX
EX
FCU-40
EX
SB
SB
EX
EA
SA
8"x12"
EX
10"x10"
RB
RA
RA
RA
EX
10"x10"
RA
SB
DN
UP
EX
50EX
12"x12" 8"x8"
RA
RA
10"x10"
RA
SA
RA
EA
SA
SB
RA
14"x12"
12"x10"
FCU-48
EX
115 1
SA
FCU-56
FSD
FSD
FSD
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 CHESNEY MORALES PARTNERS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR UTILIZED
IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION
OF CHESNEY MORALES PARTNERS, INC.
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P
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M1.2
MECHANICAL FLOOR PLAN
- ALAMO HALL 521 - LEVEL
230905(m)
11/15/2024
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FINAL CONSTRUCTION DOCUMENTS
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1/8" = 1'-0"M1.2
1 SECOND FLOOR PLAN - MECHANICAL
RELOCATE FCU TO APPROXIMATE LOCATION. SUSPEND UNIT WITH ALL-THREAD
AND SPRING ISOLATORS.
EXHAUST DUCTWORK UP TO NEW FAN ON ROOF ABOVE. TRANSITION AS
NECESSARY TO CONNECT.
ROUTE 3/4" CONDENSATE DOWN TO TAIL PIECE OF SINK.
CONNECT 3/4" CONDENSATE TO EXISTING LINE CONNECTING TO TAILPIECE OF
SINK.
SUSPEND NEW FAN-COIL UNIT WITH ALL-THREAD AND SPRING ISOLATORS.
REBALANCE ROOF MOUNTED EXHAUST FAN EF-18 TO 140 CFM.
MECHANICAL KEYED NOTES:
1. TEMPERATURE SENSORS TO BE CEILING MOUNTED. ROOMS TO HAVE 5
DEGREES OF ADJUSTABILITY.
2. FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO START OF WORK.
3. ACCESS PANELS TO BE INSTALLED DIRECTLY BELOW FCUS. REFER TO
ARCHITECT FOR LOCATIONS.
4. ALL DAMPERS LOCATED ABOVE GYPSUM CEILINGS ARE TO BE PROVIDED
WITH ANTI LIGATURE RATED REMOTE CABLE OPERATED DAMPERS.
MECHANICAL GENERAL NOTES:
Revision Schedule
No. Description Date
1 Addendum 01 01/29/25
AUSTIN R. KACE
S
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IONAL EN
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P R O F
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T A
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150421
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FSD
FSD
FSD
FSD
UP
M1.3
40"x16" 40"x14"
30"x12"
14"x12"
12"x8"
14"x12"
18"x12"20"x16"
20"x12"
12"x12"
EA
EA
26"x16"
12"x10"
10"x10"
VAV-1-1
VAV-1-2
VAV1-3
VAV-1-4
VAV-1-5
VAV-1-6
VAV-1-7
VAV-1-8
VAV-1-9 VAV-1-10
AHU-2
1 1
EF-4
ON ROOF
EF-5
ON ROOF
SA
SA
SA
SA
SA
50SA
50SC
SA
SA
SB
SB
SA
SB
SC
SC
SB
SB
SB
SB
SB
SB
SA
SA
SA
SA
SB
SB
SB
SB
SB
SC
SB
SB
SB
SA
SE
SE
T
T
T
T
T
T
TT
T
T
EA
EA
EA
RB
RB
RA
RA
RA
RA
RA
RA
RA
RB
100 RB
RB
SB
EA
EA
RB
RB
RA
RA
RB
RB
SS-1
10"/12"
14"x12"
12"x12"
T
T
8"x10"
12"x10"
12"x12"
16"x12"
8"x12"
8"x10"
10"x12" 12"x12"
20"x12"
RB
22"x10"
22"x10"
EA
12"x8"
RH-1
ON ROOF
9AHU-1
3/4" D
26"x16"
CU-1
ON ROOF
FSD
FSDFSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD FSD
FSD
FSD FSD
FSD
FSD
AFMS
RH-1
10"x18"
2" CHWS
2" CHWR
1 1/2" HWR
1 1/2" HWS
M
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 CHESNEY MORALES PARTNERS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR UTILIZED
IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION
OF CHESNEY MORALES PARTNERS, INC.
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M1.3
MECHANICAL FLOOR PLAN
- SEIDEL BUILDING 598
230905(m)
11/15/2024
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FINAL CONSTRUCTION DOCUMENTS
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SUSPEND VAV WITH ALL-THREAD AND SPRING
ISOLATORS. COORDINATE FINAL LOCATION WITH
ARCHITECTURAL RCP FOR ACCESS PANEL LOCATIONS.
CONNECT EXISTING CHILLED WATER AND HOT WATER
PIPING TO NEW VALVE PACKAGE.
EXHAUST DUCTWORK UP TO FAN ON ROOF. TRANSITION
AS NECESSARY TO CONNECT.
UNIT TO BE MOUNTED ABOVE DOOR.
TERMINATE FULLY INSULATED COPPER CONDENSATE AT
FLOOR DRAIN WITH 1" AIR GAP.
REFRIGEREANT PIPING UP TO CONDENSING UNIT ON
ROOF.
EXISTING CHILLED WATER TO TRAVEL OVER TOP OF AIR
HANDLING UNIT.
18"x10" OUTSIDE AIR DUCT UP TO ROOF HOOD. AIRFLOW
MEASURING STATION TO BE LOCATED IN VERTICAL
POSITION.
RELOCATE AHU-2 VFD AND BAS PANEL TO APPROXIMATE
LOCATION.
CONDENSATE DOWN TO TAILPIECE OF SINK.
MECHANICAL KEYED NOTES:
1. TEMPERATURE SENSORS TO BE CEILING MOUNTED.
ROOMS TO HAVE 5 DEGREES OF ADJUSTABILITY.
2. FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO
START OF WORK.
3. ACCESS PANELS TO BE INSTALLED DIRECTLY BELOW
VAVS. REFER TO ARCHITECT FOR LOCATIONS.
4. ALL DAMPERS LOCATED ABOVE GYPSUM CEILINGS
ARE TO BE PROVIDED WITH ANTI LIGATURE RATED
REMOTE CABLE OPERATED DAMPERS.
5. ALL DUCTWORK FROM UNIT OUTLET TO INLET OF VAV
BOX TO BE MEDIUM PRESSURE. ALL DUCTWORK FROM
VAV BOX TO AIR TERMINAL TO BE LOW PRESSURE.
MECHANICAL GENERAL NOTES:
1/4" = 1'-0"M1.3
2 AHU-1 VIEW
Revision Schedule
No. Description Date
1 Addendum 01 01/29/25
AUSTIN R. KACE
S
GS
IONAL EN
T
P R O F
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T A
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DICENSE
150421
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1 1
1 1
A B C A B C
REFRIGERANT COIL PIPING DETAIL
NO SCALE
M5.2
AIR
SUPPLY
AIR
RETURN
CHWR
CHWS
DRAINCONDENSATE
OVERFLOW SWITCH
WITH RELAY
UNISTRUT
AIR HANDLER
AUXLIARY DRAIN PAN,
SUSPEND UNIT FROM
STRUCTURE W
ITH
ALL-THREAD AND
SPRING IS
OLATORS,
TYPICAL.
SUSPEND DRAIN PAN
FROM UNISTRUT W
ITH
APPROVED STRAP, T
YP.
MINIMUM 4" C
LEARANCE
AROUND AIR HANDLER,
ALL SIDES.
1/2" H
OSE BIB CONNECTION
DRAIN VALVE IN
PAN W
ITH
C W
S /H
W S
AIR FLOW
N.O.
N.C.
C W
R /H
W R
(TYP)
TEMPERATURE GAUGE
WALL MOUNTED MINISPLIT
NOT TO SCALE
M5.2
PIPING THRU WALL ABOVE GRADE
NOT TO SCALE
M5.2
5 PIPE OR CONDUIT DUCT THRU ROOF
NOT TO SCALE
M5.2
CHILLED OR HOT WATER COIL PIPING SCHEMATIC
NOT TO SCALE
M5.2
FIRE DAMPER
NOT TO SCALE
M5.2
FLUSH MTD. MOTOR - RATED
DISCONNECT SWITCH
INSULATED REFRIGERANT
LINE IN WALLFLUSH MTD. MOTOR - RATED
DISCONNECT SWITCH
ELECTRICAL
IN WALL
T T
48" AFF
OPTIONAL CHOICE FOR
REFRIGERANT CONNECTION
LOCATION
INSULATED RS/RL
LINES IN WALL
(CEILING IF
APPLICABLE)
120V POWER FROM
CONDENSING UNIT.
COORDINATE REQUIREMENTS
WITH MANUFACTURER.
CONTROL CABLE TO BE
ROUTED WITH POWER
INTEGRAL COND. PUMP
(POWERED FROM UNIT)
BUILT IN CHECK VALVE
INSULATED COPPER
PUMPED CONDENSATE
DRAIN LINE IN WALL
DDC T-STAT FOR MONITORING
PURPOSES ONLY
MANUFACTURERS
STANDARD T-STAT
STUD PROTECTION
PLATES TO PROTECT
REFRIGERANT PIPE
PIPING CONNECTION TO UNIT
TO BE FULLY CONCEALED
BEHIND UNIT
A B
C
A
B
DUCT CONNECTIONS PER MFGR'S
(MINIMUM SIZE 12"X6")
AT EACH DUCTED FIRE
DAMPER; SEE NOTE 2.
GASKETTED ACCESS DOOR
PRESSURE, I.E. OPEN "IN" ON NEGATIVE PRESSURE, "OUT" AGAINST POSITIVE
CONSTRUCTION ON INSULATED DUCTS); DOOR SHALL CLOSE AGAINST AIR
UL LISTING. WHEN CLOSED, DAMPER BLADES MUST BE WITHIN THE PLANE OF
4. THIS IS NOT INTENDED TO SERVE AS A CEILING RADIATION DAMPER.
2. ACCESS DOOR PROVIDED SHALL BE GASKETTED (AND INSULATED, DOUBLE-WALL
1. INSTALLATION MUST BE AS PER MANUFACTURER'S REQUIREMENTS TO MAINTAIN
3. HORIZONTAL OR FLOOR MOUNTING IS SIMILAR.
THE WALL.
PRESSURE. LABEL PER NFPA 90A, 2,3,4.2.
(AS REQUIRED)
INSULATION
NOTES:
(TYPICAL)
VAPOR SEAL
UL LABELLED, DYNAMIC
FIRE DAMPER (AS SPEC'D),
TYPE "B" OR EQUIVALENT
SPACE (PER MFGR'S REQUIREMENTS).
RECOMMENDATIONS TO MAINTAIN
RETAINING ANGLES & EXPANSION
INSTALLED IN HIGH
(TYPE "C" SIMILARLY
VELOCITY DUCTS).
0" TO 3/8"
PIPE SLEEVE
SEALANT
PIPE
MATERIAL
BACK UP
PIPE
PIPE
SLEEVE
3/8"
ON INSULATION PER
AND RECOMMENDATIONS
OUTDOOR WEATHER RESISTANT
COATING SHALL BE APPLIED
MANUFACTURER'S PROCEDURES
3/8"
0" TO 1/4"
INSULATION
SEALANT
BACK UP
MATERIAL
PIPE/CONDUIT
SHEET METAL
FLASHING
COMPOUND
WATERPROOF
ENCLOSURE
18 GA. GALVANIZED
PIPE
BUILT-UP ROOFING
SEE FLOOR PLAN FOR
CONTINUATION OF PIPING
GASKET AROUND
STEEL ANGLE
JOIST
INSULATION
FLASHING TREATED WOOD
SECURE PIPE
COUNTER
BOARD
RIGID
TO STRUCTURE
NOTE:
DIAGRAM SHOWN FOR INFORMATION
PURPOSES, REFER TO ROOFING
CONSULTANT DETAILS
KEYED NOTES:
NOTE:
FULLY ACCESSIBLE.
MAINS ARE LOCATED BELOW COIL.
GIVEN FOR C , AND SHALL BE INSTALLED IN RETURN LINE.
AUTOMATIC AIR VENT PIPED TO FLOOR DRAIN. PROVIDE WHEN
2-WAY MODULATING VALVE IS REQUIRED WHEN NO VALUE IS
BALL OR BUTTERFLY ISOLATION VALVE DEPENDING ON SIZE.
1. THERMOMETER WELL AND PETES PLUG TO BE INSTALLED
FOR SIZES AND NOTES.
SEE COIL PIPING SIZE SCHEDULE
NOTE:
WELL (TYP)
DDC SENSOR
TEST PORT (TYP)
PRESSURE/TEMP
CONNECTION & CAP
3/4" HOSE DRAIN
BYPASS VALVE (BALANCING PURPOSE) BALL OR BUTTERFLY VALVE
DEPENDING ON SIZE. VALVE TO HAVE MEMORY STOP.
WYE STRAINER WITH 3/4"
HOSE DRAIN AND CAP
UNION (TYP)
CALIBRATED BALANCING
VALVE (RE:SCHEDULE FOR
GPM)
FULLY SIZE TEMPORARY BYPASS FOR FLUSHING
PURPOSES. REMOVE AFTER FLUSH COMPLETE. AHU
COIL/VALVE ASSEMBLY TO BE COMPLETELY ISOLATED
DURING FLUSH.
COILS
MARK
NO.
CHILL H20
SIZE SCHEDULE
FCU-62
FCU-63
3/4" 3/4" 1/2"
COILS
HOT H20
PLUGS PROVIDED WITH OTHER APPURTENANCES.
2. P/T PLUGS INDICATED ARE TO BE INDEPENDENT OF ANY
3/4" 3/4" 1/2"
AHU-1 2" 2" 1-1/2" 1-1/2 1-1/2 1-1/4"
UL LISTING.
JOB NO:
DATE:
DRAWN BY:
CHECKED BY:
2023 CHESNEY MORALES PARTNERS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR UTILIZED
IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION
OF CHESNEY MORALES PARTNERS, INC.
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P
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M5.2
MECHANICAL DETAILS
230905(m)
11/15/2024
Author
Checker
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A V
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FINAL CONSTRUCTION DOCUMENTS
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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
Revision Schedule
No. Description Date
1 Addendum 01 01/29/25
AUSTIN R. KACE
S
GS
IONAL EN
T
P R O F
E
S
T A
E
DICENSE
150421
E OF T
IN
E E
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| HHS0015184 Attachment H-3 Addendum 1 to Drawings 31 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 32 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 33 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 34 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 35 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 36 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 37 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 38 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 39 |
| HHS0015184 Attachment H-3 Addendum 1 to Drawings 40 |
File details come from the government source that posted it. Updated .