5-LB Floorplan Drawing.pdf
PDF 1 MB Posted
- Solicitation number
- 26-06LB
- Issued by
- Comal County, Texas
About this file
This is a floorplan drawing for the Special Education Campus, Life Bridges project being procured by Comal Independent School District (CISD) in Texas through RFP 26-06LB. The drawing provides a detailed layout of the 5-pound weight capacity or 5-level building floorplan for the new facility. The document serves as a visual specification to support the FFE (Furniture, Fixtures, Equipment) and turn-key delivery and installation services solicitation, enabling vendors to understand the physical space requirements and configuration for which they will provide equipment and installation services.
The floorplan drawing is a critical specification document for vendors responding to the RFP, as it defines the spatial parameters and layout that will inform equipment selection, sizing, and installation planning. Bidders must reference this floorplan in conjunction with other project specifications to ensure their proposed furniture, fixtures, and equipment align with the building's design and the district's operational requirements for the special education campus.
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Text version
A3.01
A3.02
A3.02
A3.01
A3.01
A3.024
A4.01
A4.01
A4.01
5' -8
'-8
'-4
53'-8"
59'-8"
56'-4" 108'-0"
'-4
'-0
39'-10 3/4" 75'-1 5/8" 47'-8"TRAINING AND
ENRICHMENT
TRAINING AND
ENRICHMENT
TRAINING AND
ENRICHMENT
COLLABORATION
TRAINING AND
ENRICHMENT
RR
RR
CLINIC
RR
TEACHER WORK
ROOM
OFFICE SKILLS
CONFERENCE
MEP
MENS RR WOMENS RR
R E
TA
IL
S A
LE
S
L A
B
21'-0"
70'-2"
113'-4" FITNESS
PHYSICAL THERAPY
SENSORY WORKOUT EQUIP
IDF JAN
STORAGE
RECEPTION
SECURE VEST
WORK ROOM
STAFF RR
OFFICE
RR
APARTMENT LIVING
CAFE
COMMERCIAL
KITCHEN
164'-4"
'-8
91'-2"
162'-8 3/8"
'-4
A 2.
A
A 2.
B
A 2.
A
A 2.
B
'-0
'-1
0"
110.0°
A3.01
A3.025 A3.01 5
A3.02
A4.01
A4.01
A4.01
A4.01
A4.01
3' -0
/8
160.0°
TE
A
M M
E M
B E
R L
O B
B Y
RR
STIMULATION
REFLECT
STIMULATION
STORAGE JAN
CORRIDOR
ELEC.
RISER RM
ERRC
A4.01
A4.01
A4.01
A4.01
Director
SHEET NO.
COPYRIGHT © 2024 VLK ARCHITECTS, LLC
SHEET TITLE
PROJECT NO.
REVISIONS
ARCHITECT
Revision No.
Drawn By
Designer Quality Control
Proj. Arch.
Revision Date
A B
KEY PLAN
VLK
250 West Nottingham Dr, Suite 115
San Antonio, Texas 78209
Main Phone: 726.208.4450 www.vlkarchitects.com
L
IF
E B
R
ID
G E
S
MM
BN
GB
LS
ORIENTATION PLAN
ISSUED: December 16, 2024
23-099.00
A2.11
C O
M A
L I S
D N
E W
B R
A U
N F
E L
S
T E
X A
S
N
TRUE NORTH
SCALE: 1" = 10'-0"1
ORIENTATION PLAN - LEVEL ONE
12/16/2024
F A
C P
A N
N
RPS
D W
RS
RS
1. Primary Ground Level floor elevation is 662.00’ (Mean Sea Level), which equals to 100’-0” datum.
2. Dimensions on Floor Plans are to face of stud or CMU unless noted otherwise.
3. Coordinate the location of electrical devices with casework, millwork, lockers, etc.
Any electrical device that is not properly coordinated shall be relocated at no additional cost.
4. Exterior wall construction is identified on the Wall Sections. Refer to the A4-series sheets for Wall Sections, and to Sheet A4.10 for Exterior Wall Assemblies.
5. Refer to Exterior Elevation Notes for control joint requirements at all inside corners of masonry veneer.
6. Refer to Sheet A2.21 for Partition Types.
7. Interior partitions are Type “P1A” unless noted otherwise.
8. Refer to Detail 4/A0.31 for Typical Door Maneuvering Clearances. All new doors shall meet the requirements of that detail. If any door is found that does not comply with these requirements, request clarification from the Architect prior to construction.
9. Refer to Sheet A2.21 for Typical Gypsum Board Control Joint Details at all CFS and light-gage steel stud partition openings.
10. Refer to Sheet A2.21 for Typical Partition Penetration Details, including pipe, conduit and ductwork penetrations.
11. Refer to Sheet A2.21 for Typical Bracing at Non-Loadbearing CMU Partitions.
12. Refer to Exterior Elevations for exact locations of downspouts.
13. Provide factory bullnose units at all interior exposed vertical edges of CMU, except at starter course with applied base material where square-edge units shall be provided in lieu of bullnose units.
14. Provide [8”] starter courses at all CMU walls and partitions unless noted otherwise.
15. Provide steel or masonry lintels over all openings in CMU walls, including those required for mechanical ductwork and dampers, whether specifically indicated on the drawings or not.
16. Provide minimum 20 gage light-gage steel studs at all interior partitions scheduled to receive ceramic tile or plaster.
17. Provide minimum 18 gage cold-formed steel studs at all interior partitions scheduled to receive anchored masonry or stone veneer as well as interior partitions with steel plate or steel sheet X-bracing.
18. Provide minimum 18 gage cold-formed steel studs as designed by stud engineer for all interior partitions scheduled to receive adhered masonry or stone veneer.
19. At light-gage steel stud partitions that extend above the ceiling, provide diagonal 20 gage stud braces at 4’-0” o.c. to structure above (not to steel deck) as required to provide rigid anchorage and support of partitions.
20. Provide minimum 2 X 6 fire-retardant treated wood blocking in both new and existing stud walls and partitions, at mounting locations for wall-mounted accessories, handrails, casework, markerboards, tackboards, folding partitions, toilet partitions, and all other wall-mounted items. Refer to Sheet A2.__ for typical blocking requirements at various conditions.
21. At Mechanical, Electrical and Boiler Room partitions, seal tightly around all penetrations. Utilize fire safing material at rated partitions.
22. Provide sealant and/or fire safing at all floor penetrations, as applicable.
FLOOR PLAN NOTES
'-8
'-4
" 2'-1" 8'-0"
2'-4" 4'-0" 2'-4" 4'-0" 2'-4" 8'-0"
4'-8" 8'-0"
2'-4" 4'-0" 7'-0"
8'-0" 3'-1"
A3.01
A4.11
53'-8"
59'-8"
15'-11 1/4"
3 5/8"
20'-0"
6"
15'-9 1/2"
3 5/8"
15'-9" 1'-0"
TRAINING AND
ENRICHMENT
TRAINING AND
ENRICHMENT
TRAINING AND
ENRICHMENT
COLLABORATION
TRAINING AND
ENRICHMENT
RR
RR
CLINIC
RR
122A
TEACHER WORK
ROOM
OFFICE SKILLS
CONFERENCE
MEP
3' -0
/8
5' -8
2' -0
9' -0
1'
-0
9' -0
2' -0
'-1
0"
4' -7
/4
'-3
3' -0
8'
-0
3' -0
4'
-0
7' -8
8' -0
3'
-0
4' -0
3'
-0
2'-7 3/8" 12'-0"
1'-0"
8'-2"
1'-0"
12'-0" 2'-11"
115 114
122A
MENS RR
WOMENS RR
RETAIL SALES LAB
21'-0"
70'-2"
28'-0"
14'-0"
11'-8"
22'-0"
16'-6"
8'-0" 3'-0"
8'-0" 2'-2"
113'-4"
A3.02
A3.01
W O
R K
R O
O M
SAE
SAF
SAW
SAA
SAC
SAA
SAB
SAA
SAA
SAB
SAB
SAA
SAB
SAA
A2.30
A2.30 9 A2.30
/ A
8.
/ A
8.
A 8.
A4.11
91'-2"
1' -8
9' -0
1'
-0
9' -0
2'
-2
'-0
'-9
/8
5/
8"
'-0
1'-0" 19'-3 1/4"
3 5/8" 10'-0"
3 5/8"
6'-4"
3 5/8"
A4.11
A3.01
A3.025 A3.01 5
A3.02
SAC
SAD SAD
SAF
SAG
SAU
27'-8" 12'-0" 4'-0" 12'-0"
8"
/ A
8.
SBG
SBD
LK
- 1
C
SBC
SBA
16'-8"
3 5/8"
8'-1"3 5/8"
12'-1"
32'-3"
6"
17'-2" 2'-4"
1'-2 1/4"
/ A
8.
'-1
0"
AE
8 10
AA
AB
AC
AD
BA
BC
8.1
8.1
8.8
8.8
5.5
8' M
B
8' M
B
8' MB
8' MB
5' -8
'-8
'-2
/4
'-4
/ A
8.
4' M
B
" I
D
N
IC
/ A
8.
56'-4"
15/ A8.01
/ A
8.
RISER RM
SAB
SAV
SAV
AC
AC
6' TB
6' TB
'-0
5/ 8"
9' -6
5/ 8"
'-4
5/
8"
'-1
1"
1' -1
126A
SBB
SBA
SBC
5A
SBE SBF
SBE
/ A
8.
16/ A8.01
22/ A8.01
1/ A8.01
7/ A
8.
8' T
AL
L
M
AR
KE
RW
AL
L
PAMPHLET
DISPLAY N.I.C.
FEC
6' T
B
'-0
39'-10 3/4"
6'-7"
ERRC
CANOPY ABOVE
P2A
AW
20.0°
1'-4 5/8"
1' -4
/8
1' -4
/8
1'-4 5/8"
1' -4
/8
1'-4 5/8"
1'-4 5/8"
20.0°
1' -4
/8
21'-9 3/8"
17'-0"
19'-6"
16'-4"
16'-4"
21'-0"
25'-8" 3'-6" 13'-6" 10'-6" 4'-6"
C
ROOF ABOVE
TEAM MEMBER LOBBY
ROOF ABOVE
B1
B2
30'-0"
24'-0"
SAT
3'-0" 3'-0"
BE
BF
BG
CA
CB
CC
CD
30'-0"
24'-0"3'-0" 3'-0"
'-0
'-0
5' -5
'-2
'-4
'-6
9' -4
4'
-9
'-0
'-0
6' -6
'-8
4' -0
'-0
A4.12
1' -4
/8
1' -4
/8
1'-7"
1'-4 5/8"
AW
AW
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
2'-6"4' -8
5/ 8"
7' -0
8"
4"
25'-8" 14'-10"
6"
15'-8"
8"
4' M
B
'-1
'-3
'-4
1' -0
'-1
0"
RS
RS
RS
'-1
0"
/8
'-8
5/ 8"
3' -1
0"
5/
8" 8'
-1
5/
8"
'-0
0C
7"
P03
P03 P03
P03
P02
P02
P02
P05
P07
P07
P04
P05
P04
P03
P10
P1
P1
P09
P08
P05
RS
14'-6" 6"
RS
8'-6"
3 5/8"
5'-10 3/4" 3 5/8"
3' -3
7'
-8
5/
8"12 '-8
/4
5/
8"
'-0
5/
8"
'-8
5/
8"
'-6
/4
R
'-4
R=144'-9"
2' -0
2'-6"
'-2
5'-9"
9' -9
2'-9"
1' -1
R=26'-6" 4'-11"
8'-9"
135.0°
5.
0°
'-3
5' -3
125.0°
100.0°
9'-10"
R-1
P2A
P3A
P2A
P1 P3
P3A
P3
P3A
P3
P14
P14P14
P14
P1P1 P13A
P3A P3
P3
P1
P1
P1P1P1
P2A
A4.40
A4.40
A4.40
A4.40
A4.41
A4.41
A4.31
A4.31
A4.40
A4.11
A4.12
AED CABINET
A4.11
6' -7
8'
-2 "3' -4
/4
SAS
SAS
A4.11
6' -7
8'
-2
3' -4
/4
SAS
SAQ SAQ
5'-5 1/4" 12'-0"
1'-0"
8'-2"
1'-0"
12'-0" 5'-10"
45'-5 1/4"
BC
B1
1'-4 5/8"
1' -4
/8
1'
-4
/8
'-4
1'-6 1/4"
25'-8" 17'-0"
ROOF LINE ABOVE
A4.12
3' -4
1'-10"
P3
'-1
/4
1'-4 5/8"
5' -0
" T
YP
A4.41
A4.41
A4.31
A4.41
FLOOR PLAN LEGEND
METAL STUD PARTITION. Extend 4" above highest ceiling plane and brace to structure above as noted in Floor Plan Notes. Refer to Reflected Ceiling Plan for fire, smoke and sound-conditioned partitions that extend to deck above.
CMU PARTITION. Extend 4" above highest ceiling plane and brace to structure above as detailed. Refer to Reflected Ceiling Plan for fire, smoke and sound-conditioned partitions that extend to deck above.
For locker types, ref. 1/A2.21
FURNITURE, FIXTURE OR EQUIPMENT BY OWNER. Coordinate with adjacent electrical devices, casework, etc.
MARKERBOARD. Preceding number is length, in feet.
TACKBOARD. Preceding number is length, in feet.
FIRE EXTINGUISHER WITH CABINET AND BRACKET
FIRE EXTINGUISHER WITH BRACKET
FIRE HOSE CABINET
ROLLING WINDOW SHADES
DOWNSPOUT
LKA-4
LOCKER TYPE
LOCKER QUANTITY
MB
TB
FEC
FE
FHC
RS
DS
Director
SHEET NO.
COPYRIGHT © 2024 VLK ARCHITECTS, LLC
SHEET TITLE
PROJECT NO.
REVISIONS
ARCHITECT
Revision No.
Drawn By
Designer Quality Control
Proj. Arch.
Revision Date
A B
KEY PLAN
VLK
250 West Nottingham Dr, Suite 115
San Antonio, Texas 78209
Main Phone: 726.208.4450 www.vlkarchitects.com
L
IF
E B
R
ID
G E
S
MM
BN
GB
LS
FLOOR PLAN - UNIT A
ISSUED: December 16, 2024
23-099.00
A2.11A
C O
M A
L I S
D N
E W
B R
A U
N F
E L
S
T E
X A
S
N
TRUE NORTH
SCALE: 1/8" = 1'-0"1
FLOOR PLAN - UNIT A
SCALE: 1/8" = 1'-0"2
CLERESTORY PLAN
N
TRUE NORTH
Keynote Legend
Key Value Keynote Text
P01 MOP SINK / CUSTODIAN'S SHELF WITH MOP &
BROOM HOLDERS
P02 INTEGRAL BLINDS
P03 MOBILE DISPLAY (N.I.C.)
P04 PRINTER/COPIER, NIC
P05 REFRIGERATOR, NIC
P06 TRATEMENT TABLE, NIC
P07 CUBICLE CURTAINS
P08 DISHWASHER
P09 ELECTRIC RANGE (N.I.C.)
P10 75" ID (N.I.C.)
P11 FLOOR HATCH. REF. STRUCTURAL
P12 WASHER
P13 DRYER
F A
C P
A N
N
CR CR CR
CR CR CR
D W
1. Primary Ground Level floor elevation is 662.00’ (Mean Sea Level), which equals to 100’-0” datum.
2. Dimensions on Floor Plans are to face of stud or CMU unless noted otherwise.
3. Coordinate the location of electrical devices with casework, millwork, lockers, etc.
Any electrical device that is not properly coordinated shall be relocated at no additional cost.
4. Exterior wall construction is identified on the Wall Sections. Refer to the A4-series sheets for Wall Sections, and to Sheet A4.10 for Exterior Wall Assemblies.
5. Refer to Exterior Elevation Notes for control joint requirements at all inside corners of masonry veneer.
6. Refer to Sheet A2.21 for Partition Types.
7. Interior partitions are Type “P1A” unless noted otherwise.
8. Refer to Detail 4/A0.31 for Typical Door Maneuvering Clearances. All new doors shall meet the requirements of that detail. If any door is found that does not comply with these requirements, request clarification from the Architect prior to construction.
9. Refer to Sheet A2.21 for Typical Gypsum Board Control Joint Details at all CFS and light-gage steel stud partition openings.
10. Refer to Sheet A2.21 for Typical Partition Penetration Details, including pipe, conduit and ductwork penetrations.
11. Refer to Sheet A2.21 for Typical Bracing at Non-Loadbearing CMU Partitions.
12. Refer to Exterior Elevations for exact locations of downspouts.
13. Provide factory bullnose units at all interior exposed vertical edges of CMU, except at starter course with applied base material where square-edge units shall be provided in lieu of bullnose units.
14. Provide [8”] starter courses at all CMU walls and partitions unless noted otherwise.
15. Provide steel or masonry lintels over all openings in CMU walls, including those required for mechanical ductwork and dampers, whether specifically indicated on the drawings or not.
16. Provide minimum 20 gage light-gage steel studs at all interior partitions scheduled to receive ceramic tile or plaster.
17. Provide minimum 18 gage cold-formed steel studs at all interior partitions scheduled to receive anchored masonry or stone veneer as well as interior partitions with steel plate or steel sheet X-bracing.
18. Provide minimum 18 gage cold-formed steel studs as designed by stud engineer for all interior partitions scheduled to receive adhered masonry or stone veneer.
19. At light-gage steel stud partitions that extend above the ceiling, provide diagonal 20 gage stud braces at 4’-0” o.c. to structure above (not to steel deck) as required to provide rigid anchorage and support of partitions.
20. Provide minimum 2 X 6 fire-retardant treated wood blocking in both new and existing stud walls and partitions, at mounting locations for wall-mounted accessories, handrails, casework, markerboards, tackboards, folding partitions, toilet partitions, and all other wall-mounted items. Refer to Sheet A2.__ for typical blocking requirements at various conditions.
21. At Mechanical, Electrical and Boiler Room partitions, seal tightly around all penetrations. Utilize fire safing material at rated partitions.
22. Provide sealant and/or fire safing at all floor penetrations, as applicable.
FLOOR PLAN NOTES
FLOOR PLAN LEGEND
METAL STUD PARTITION. Extend 4" above highest ceiling plane and brace to structure above as noted in Floor Plan Notes. Refer to Reflected Ceiling Plan for fire, smoke and sound-conditioned partitions that extend to deck above.
CMU PARTITION. Extend 4" above highest ceiling plane and brace to structure above as detailed. Refer to Reflected Ceiling Plan for fire, smoke and sound-conditioned partitions that extend to deck above.
For locker types, ref. 1/A2.21
FURNITURE, FIXTURE OR EQUIPMENT BY OWNER. Coordinate with adjacent electrical devices, casework, etc.
MARKERBOARD. Preceding number is length, in feet.
TACKBOARD. Preceding number is length, in feet.
FIRE EXTINGUISHER WITH CABINET AND BRACKET
FIRE EXTINGUISHER WITH BRACKET
FIRE HOSE CABINET
ROLLING WINDOW SHADES
DOWNSPOUT
LKA-4
LOCKER TYPE
LOCKER QUANTITY
MB
TB
FEC
FE
FHC
RS
DS
12'-0" 8" 72'-0" 30'-0" 6'-0"
'-4
'-0
3' -0
/8
" 1' -7
'-0
'-4
/8
'-9
/8
1' -7
'-4
8'
-6
2' -0
8' -6
" 2' -0
1'-11 5/8" 13'-2" 3'-0" 10'-0" 14'-0" 10'-0" 14'-0" 4'-0" 5'-0"
C
108A
C
9D
1C
A3.02
A3.024
FITNESS
PHYSICAL THERAPY
109C
S E
N S
O R
Y
2 WORKOUT EQUIP
109B
IDF
STORAGE
109A
RECEPTION
SECURE VEST
W O
R K
R O
O M
STAFF RR
104A
OFFICE
106 RR
108A
APARTMENT LIVING
CAFE
COMMERCIAL
KITCHEN
A4.11
SAF
SAH SAH SAJ
SAK SAL
SAN
SAT
A2.30
2/ A
8.
1' -8
9' -0
1'
-0
9' -0
2'
-2
A4.11
A4.11
A4.11
A4.11
JAN
A4.12
A3.01
SAF
SAG
SAL
SAM
108'-0"
109A
104A
1B
1A
SBK
SBG
SBC
SBJ
SBD
- 1
C
- 0
CORRIDOR
'-1
0"
10 11 12 13 14 16
BABA
BB
BCBC
BD
8.8 159
SBC
RR
110A10
ELEC.
STORAGE
111A
JAN
111B
1A
111B
AC
AC
AC
AC
AC
AC AC
10'-6" 4'-6" 23'-10" 16'-10" 16'-6" 15'-11" 16'-0" 15'-9" 1'-7"
10'-6" 6"
9'-9"
3/ A
8.
8B
SBE SBF
SBE
SBL
109B
SBH
1/ A8.01
7/ A
8.
10/ A8.01 8/ A8.01
9/ A8.01 A2.30
FEC
FEC
FEC
P2
P3
P3
110A
75'-1 5/8" 47'-5 5/8"
ERRC
H O
O D
A
BO
VE
HOOD ABOVE
CANOPY ABOVE CANOPY ABOVE
CANOPY ABOVE
AC
AC
A2.30
TRANSACTION WINDOW
C
TEAM MEMBER LOBBY
B1
B2
SAT
BE
CA
CB
ROOF ABOVE
1' -4
/8
1'-7 5/8" 12'-0" 2'-4" 14'-0" 1'-6" 14'-0" 2'-0"
1'-4 5/8"
'-4
1'-7"
1'-4 5/8"
122'-7 1/4"
1' -4
/8
ROOF ABOVE
1'-7"
AW
AW
AW
5'-0"
6"
15'-8"
8" 10'-7"
3 5/8"
12'-8 3/8" 6"
48'-9"
6"
30'-11" 1'-0"
1' -0
'-1
0"
'-1
0"
/8
'-8
5/ 8"
3' -1
0"
5/
8" 8'
-1
5/
8"
'-0
0C
7"
P1
P1
P01
P07
P11
P05
P08
P09
P05
P0
RS RS
RS RS
RSP06
P1
P1
RS RS
RS
RS
6'-7"
3 5/8"
8'-6"
3 5/8"
8'-3 1/8"
6"
7'-10"
3 5/8"
8'-2" 6" 16'-0" 6"
7'-2" 8'-9 3/8" 10'-3" 20'-8"
1'-0"
FLAG POLE
14'-6" 6"
13'-11" 9'-10" 2'-5" 30'-9"
1'-1"
RS
8'-6"
3 5/8"
5'-10 3/4" 3 5/8" 3 5/8"
9'-11" 14'-3" 18'-6 3/8"
7' -8
6"
'-7
5/ 8"
2' -1
'-0
/2
3' -3
7'
-8
5/
8"12 '-8
/4
5/
8"
'-0
5/
8"
'-8
5/
8"
'-6
/4
'-0
5/ 8"
7' -8
/4
5/ 8"
7' -0
'-6
'-0
/4
'-2
6"
2' -4
'-2
/8
'-1
/4
8'
-6
/8 " 1'
-2
4' -1
1" R=81'-9"
R 4'-
0"
R-2
P3
P1
P1P1
P1
P1
P1
P1
P2A
P2A P2A
P2A
P3A P2A
P3
P2
P2 P2
P2
P2
P2A
P1
P3
P3A
P1P1P1
P2A
A4.41
A4.41
A4.40
A4.31
A4.40
A4.32
A4.12
6' -0
A4.11
SAP
3'-1" 12'-0" 4'-3" 12'-0" 4'-3" 12'-0"
3'-1 1/4"
3'-1" 12'-0" 4'-3" 12'-0" 4'-3" 12'-0" 3'-1 1/4"
SAN SAN
SAQ SAR SAQ
11 12 13 14
BC
BD
A4.12
2' -0
8 5/8"
5/
8" 1'
-4
/8
8 5/8"
50'-8 1/4"
16'-10" 16'-6" 15'-11"
'-0
MWS-24
CWS-21
MWS-24
CWS-21
CWS-21
MWS-24
FITNESS
ROOF LINE ABOVE
'-1
/4
2' -0
5' -0
2'-0" 2'-0"
A4.41
A4.31
A4.41
2' -0
SIM
A4.41
Director
SHEET NO.
COPYRIGHT © 2024 VLK ARCHITECTS, LLC
SHEET TITLE
PROJECT NO.
REVISIONS
ARCHITECT
Revision No.
Drawn By
Designer Quality Control
Proj. Arch.
Revision Date
A B
KEY PLAN
VLK
250 West Nottingham Dr, Suite 115
San Antonio, Texas 78209
Main Phone: 726.208.4450 www.vlkarchitects.com
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ID
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BN
GB
LS
FLOOR PLAN - UNIT B
ISSUED: December 16, 2024
23-099.00
A2.11B
C O
M A
L I S
D N
E W
B R
A U
N F
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S
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X A
S
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TRUE NORTH
SCALE: 1/8" = 1'-0"1
FLOOR PLAN - UNIT B
SCALE: 1/8" = 1'-0"2
CLERESTORY PLAN
N
TRUE NORTH
Keynote Legend
Key Value Keynote Text
P01 MOP SINK / CUSTODIAN'S SHELF WITH MOP &
BROOM HOLDERS
P02 INTEGRAL BLINDS
P03 MOBILE DISPLAY (N.I.C.)
P04 PRINTER/COPIER, NIC
P05 REFRIGERATOR, NIC
P06 TRATEMENT TABLE, NIC
P07 CUBICLE CURTAINS
P08 DISHWASHER
P09 ELECTRIC RANGE (N.I.C.)
P10 75" ID (N.I.C.)
P11 FLOOR HATCH. REF. STRUCTURAL
P12 WASHER
P13 DRYER
File details come from the government source that posted it. Updated .