1-22-24 - VA STRATTON NEW EMERGENCY DEPT SS_Part7.pdf
PDF 7 MB Posted
- Solicitation number
- 36C24224R0071
About this file
This document is a Solicitation for a construction project to build a new Emergency Department at the Stratton VA Medical Center in Albany, NY. The project includes demolition, site work, excavation, structural, mechanical, plumbing, electrical, fire alarm and sprinkler, medical gas, and low-voltage work to construct the new facility. Key details include:
The successful offeror shall begin performance within 15 calendar days of receiving the notice to proceed and complete all work within 550 calendar days. The offeror must provide a competent 30-hour OSHA certified superintendent dedicated 100% to this project. Commissioning of all required items must be completed prior to training government staff and the final inspection/punch list. The offeror is required to utilize the Autodesk Build construction management platform for official project correspondence and collaboration. The Department of Veterans Affairs, Veterans Integrated Service Network 2, is the federal agency issuing this solicitation.
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G D.1
H S
S X
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H S
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1-SS-305
1-SS-305
W 10X
49W
X
W14X34
3'-6" 2'-2" 4'-6" 2'-4" 4'-6" 1'-11"
1'-0"
2'-2"
(1) #5 x 3'-6" LONG EACH
SIDE OF EACH OPENING
(2) #4 x 2'-0" LONG AT
EACH CORNER
(2) #5 CONT TOP AND
BOTTOM OF OPENINGS8
D.8
T/SLAB
CONCRETE SHEAR WALL
W14X34
W X
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W12X26
H S S 5X
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H S
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1-SS-305
1-SS-305
1-SS-305
THROUGH PLATE
THIS CONNECTION
1-SS-305
TYP,
UNO
TYP,
UNO
ML
W18X40
W
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H S
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1-SS-305
9THROUGH PLATE
THIS CONNECTION
2 2.4
W16X36
H S
S X
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H S
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H S
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1-SS-305
TYP,
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THROUGH PLATE
THIS CONNECTION
GFD.3
EQ EQ
W21X57
H S
S X
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H S
S X
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H S
S X
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W16X36
H S
S X
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HSS6X6X1/2
EXISTING TUNNEL
WAREHOUSE
1-SS-305
SIM
D.8
THROUGH PLATE
THIS CONNECTION
H S
S X
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2.5
H S
S X
X
/1
W
X
W
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W16X36
1-SS-305
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H S
S X
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H S
S X
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/2
H S
S X
X
/1
H S
S X
X
/1
EXISTING TUNNEL
WAREHOUSE
HSS6X6X1/2
1-SS-305
SIM
D.8
THROUGH PLATE
THIS CONNECTION
W14X34
H S S 5X
5X 5/
H S S
5X 5X
5/16
17 16.1
H S
S X
X
/8
H S
S X
X
/8
W12X26
H S
S X
X
/1
H S
S X
X
/1
1-SS-305
TYP,
UNO
M L.5
H S
S X
X
/1
W16X36
H S
S X
X
/1
H S
S X
X
/1
H S
S X
X
/1
P M
W 10X49W
10X49
W14X34
H S
S X
X
/2
W
X
W 10X
H S
S X
X
/1
1-SS-305
1-SS-305
1-SS-305
1-SS-305
THROUGH PLATE
THIS CONNECTION
9 11 12
W18X35
H S
S X
X
/1
H S
S X
X
/1
H S
S X
X
/1
H S
S X
X
/1
W24X55
EXISTING TUNNEL
1-SS-305
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
19-181
C U s e rs \z w e b b e r\ D o c u m e n ts
\V A
E D
S tr u c tu ra l_ z w e b b e r2 g m a il.
c o m .r v t
/1
/2
:3
:3
1-SS-304
BRACE FRAME ELEVATIONS BUILD NEW EMERGENCY
DEPARTMENT
HOLLAND AVENUE, ALBANY, NY
528-809
March 18, 2022 JP ZW
100% FOR BID
20057
SCALE: 3/16" = 1'-0"1-SS-304
9 BF-9
SCALE: 3/16" = 1'-0"1-SS-304
13 BF-13
0' 4' 8' 16' 32'
3/16" = 1'-0"
SCALE: 3/16" = 1'-0"1-SS-304
1 BF-1
SCALE: 3/16" = 1'-0"1-SS-304
2 BF-2
SCALE: 3/16" = 1'-0"1-SS-304
3 BF-3
SCALE: 3/16" = 1'-0"1-SS-304
4 BF-4
SCALE: 3/16" = 1'-0"1-SS-304
5 BF-5
SCALE: 3/16" = 1'-0"1-SS-304
7 BF-7
SCALE: 3/16" = 1'-0"1-SS-304
10 BF-10
SCALE: 3/16" = 1'-0"1-SS-304
6 BF-6
SCALE: 3/16" = 1'-0"1-SS-304
11 BF-11
SCALE: 3/16" = 1'-0"1-SS-304
12 BF-12
BRACED FRAME NOTES:
1. SIZE BRACED CONNECTIONS USING AISC UNIFORM FORCE METHOD. SUBMIT
CALCULATIONS STAMPED BY A LICENSED PE IN THE STATE OF NEW YORK, FOR
REVIEW.
2. SLOT TUBE AND PROVIDE 4 LINES OF WELD. MINIMUM WELD LENGTH EQUALS
WIDTH OF TUBE. PER AWS D1.1, SECTION 5.22.2, INCREASE WELD SIZE IF FIT-UP
GAP EXCEEDS 1/16 INCH.
3. DESIGN AND DETAIL CONNECTIONS IN ACCORDANCE W/ AISC SEISMIC
PROVISIONS FOR ORDINARY BRACED FRAMES.
4. SIZE BRACE STRUT CONNECTION FOR RyAgFy WHERE Ry = 1.4
5. PROVIDE THROUGH PLATE SINGLE PLATE SHEAR CONNECTION WHERE NOTED
ON ELEVATIONS OR FRAMING PLANS.
6. SEE PLAN FOR THROUGH PLATE AXIAL DESIGN FORCES.
SCALE: 3/16" = 1'-0"1-SS-304
8 BF-8
Revisions: Date:
COL
COL BASE PLATE
W.P. TOP OF
BASE PLATE
GUSSET PLATE
ERECTION BOLT
(FABRICATOR’S OPTION)
HSS BRACE STRUT
T/PIER
T/WALL
W.P.
B E
A M
BEAM SIZE VARIES, SEE PLAN
ERECTION BOLT (TYP)
(FABRICATORS OPTION)
HSS COL
BOLTED SINGLE PLATE
SHEAR CONNECTION
HSS BRACE STRUT
THROUGH PLATE WHERE
NOTED ON FRAMING
PLANS OR BRACED
FRAME ELEVATIONS
WP
GUSSET PLATE
HSS BRACE STRUT
5" MIN, TYP
B E
A M
BEAM SIZE VARIES. SEE PLAN
ERECTION BOLT
(FABRICATORS OPTION)
3/8" FULL DEPTH STIFFENER PLATE
EACH SIDE. CONNECT W10 BEAM
(NOT SHOWN) TO PLATE
COLUMN BASE PLATE
WP
T/PIER
T/SLAB
8"
2"
8"M
IN
EMBED PLATE, SEE SCHEDULE
HEADED STUDS
1/2" PLATE x 6" x 1'-4" LONG
EACH SIDE OF GUSSET PLATE
1/4
GUSSET PLATE
M
IN
(2) #6 BENT BARS AT 6"OC
2'-8 " 2'-8"
1'-9"
150.00°
COLUMN BASE PLATE
WP
T/PIER
T/SLAB
8"
EMBED PLATE, SEE SCHEDULE
HEADED STUDS
1/2" PLATE x 6" x 1'-4" LONG
EACH SIDE OF GUSSET PLATE
1/4
GUSSET PLATE
M
IN
(2) #6 BENT BARS AT 6"OC
2'-8 " 2'-8"
1'-9"
150.00°
W10 BRACE STRUT
(4) CLAW ANGLES
2@ 4 1
/2
2@ 4 1
/2
HSS COLUMN
COLUMN BASE PLATE
W.P. TOP OF
BASE PLATE
GUSSET PLATE
T/PIER
T/WALL
W10 BRACE STRUT
(4) CLAW ANGLES
W.P.
B E
A M
BEAM SIZE VARIES, SEE PLAN
HSS COL
BOLTED SINGLE PLATE
SHEAR CONNECTION
W10 BRACE STRUT
(4) CLAW ANGLES
THROUGH PLATE WHERE
NOTED ON FRAMING
PLANS OR BRACED
FRAME ELEVATIONS
WP
GUSSET PLATE
B E
A M
BEAM SIZE VARIES. SEE PLAN
3/8" FULL DEPTH STIFFENER PLATE
EACH SIDE. CONNECT W10 BEAM
(NOT SHOWN) TO PLATE
W10 BRACE STRUT
(4) CLAW ANGLES
COLUMN
BASE PLATE W/
MIN (4) BOLTS
W.P. TOP OF
BASE PLATE
GUSSET PLATE
ERECTION BOLT
(FABRICATOR’S OPTION)
HSS BRACE STRUT
T/STEEL
FRAME BEAMS
INTO STIFFENERS
3/8" STIFFENER
EACH SIDE OF BEAM
1/4
WF BEAM
SLAB AND/OR DECK
NOT SHOWN
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
19-181
C U s e rs \z w e b b e r\ D o c u m e n ts
\V A
E D
S tr u c tu ra l_ z w e b b e r2 g m a il.
c o m .r v t
/1
/2
:3
:3
1-SS-305
BRACE FRAME CONNECTION DETAILS BUILD NEW EMERGENCY
DEPARTMENT
HOLLAND AVENUE, ALBANY, NY
528-809
March 18, 2022 JP ZW
100% FOR BID
20057
N.T.S1-SS-305
1 COLUMN BASE/BRACE CONNECTION DETAIL
N.T.S1-SS-305
5 TYPICAL BRACE CONNECTION DETAIL
N.T.S1-SS-305
8 TYPICAL BRACE CONNECTION DETAIL
N.T.S1-SS-305
3 COLUMN BASE/BRACE CONNECTION DETAIL
N.T.S1-SS-305
4 COLUMN BASE/BRACE CONNECTION DETAIL
N.T.S1-SS-305
2 COLUMN BASE/BRACE CONNECTION DETAIL
N.T.S1-SS-305
6 TYPICAL BRACE CONNECTION DETAIL
N.T.S1-SS-305
9 TYPICAL BRACE CONNECTION DETAIL
SCALE: 3/4" = 1'-0"1-SS-305
7 COLUMN BASE/BRACE CONNECTION DETAIL
OPEN
WALL CHANNEL BRIDGING AT 4'-0" OC MAX
SCREW TO EA STUD W/ (1)#10 SCREW
BOTTOM TRACK ATTACH TO CONC
W/ 1/2"ø HILTI KWIK HUS-EZ x 2 1/4"
MIN EMBEDMENT POST INSTALLED.
ANCHOR, SEE 2/1-SS-400
600S200-97 AT 0'-8"OC
CRIPPLE STUDS
T/FDN WALL
OPNG WIDTH
600S200-97 + 600T125-97 AT 0'-8"OC
TYPICAL, EXCEPT AT NORTH WALL
ELEVATION USE 600S200-97 +
600T125-97 AT 1'-4"OC AND MAIN
ENTRANCE/ LOBBY SPACE USE
600S200-97 + 600T125-97 AT 1'-4"OC.
FASTEN TRACK TO STUD WITH #12
SCREWS AT 6"OC EACH FLANGE
LOCATE FIRST ROW OF WALL
CHANNEL BRIDGING 6" FROM T/WALL
1-SS-400
HSS FRAME AROUND ALL OPENINGS,
SEE 3/1-SS-400 EXCEPT AT NORTH
ELEVATION USE (2) 600S200-97 FOR
JAMBS, SILL AND HEADER
1-SS-400
SPANDREL BEAM BEYOND, SEE 1/1-SS-302
STUD + TRACK
STIFF CLIP AL600 BY TSN
WITH (4) #12 SCREWS TO
STUD WEB, TYPICAL
CONC FDN
WALL
BOTTOM TRACK
1/2"ø HILTI KWIK HUS-EZ x 2 1/4" MIN
EMBEDMENT. (3)
PER STUD
1/8
3 SIDES,
TYP.
T/STL
3/16
3 SIDES
AFTER
ALIGN
HSS OR CFMF JAMB
FIELD WELD OUTSTANDING
LEG TO BEAM WEB
5/16” BENT PLATE
x0’-4”x0'-6" EACH
SIDE OF JAMB
THROUGH BOLTS IN 1"
VERTICAL SLOTTED HOLE.
SET BOLT AT BOTTOM OF
SLOT, FINGER TIGHTEN.
PEEN THREAD
SPANDREL BEAM, SEE
ROOF FRAMING PLAN
ROOF BEAM, SEE PLAN
FULL DEPTH DOUBLE-
ANGLE CONNECTION
DOOR (F2 OR F3)WINDOW (F2 OR F3)
SPANDREL BEAM,
SEE PLAN FOR SIZE
SPANDREL BEAM,
SEE PLAN FOR SIZE
1-SS-400
1-SS-400
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR OPENINGS SIZES AND LOCATIONS.
2. SEE SCHEDULE BELOW FOR FRAME MEMBER SIZES
COOR'D WITH ARCH DWG'S
VARIES
COOR'D WITH ARCH DWG'S
VARIES
C O
O R
'D W
A
R C
H D
W G
'S
H
HEADER + PLATE
J A
M B
J A
M B
SILL + PLATE
HEADER + PLATE
J A
M B
J A
M B
1/4" CAP PLATE. SEAL
WELD ALL AROUND, TYP
1-SS-400
1-SS-400
MAIN DOOR (F1)
SPANDREL BEAM,
SEE PLAN FOR SIZE
1-SS-400
COOR'D WITH ARCH DWG'S
VARIES
C O
O R
'D W
A
R C
H D
W G
'S
H
HEADER + PLATE
J A
M B
J A
M B
1/4" CAP PLATE. SEAL
WELD ALL AROUND, TYP
1-SS-400
T/STL T/STL T/STL
C O
O R
'D W
A
R C
H D
W G
'S
H
A R
C H
D W
G 'S
C O
O R
'D W
SPANDREL BEAM,
SEE PLAN FOR SIZE
1-SS-400
COOR'D WITH ARCH DWG'S
VARIES
A R
C H
D W
G 'S
C O
O R
'D W
A R
C H
D W
G 'S
C O
O R
'D W
A R
C H
D W
G 'S
C O
O R
'D W
SILL + PLATE
J A
M B
J A
M B
1/4" CAP PLATE. SEAL
WELD ALL AROUND, TYP
1-SS-400
T/STL
HEADER/SILL + PLATE
HEADER/SILL + PLATE
1-SS-400
LOBBY PUNCHED OPENING (F4 OR F5)
PROVIDE ADDITIONAL TUBE
AS REQUIRED FOR
PREFABRICATED AWNING
SUPPORT. PREFABRICATED
AWNING IS BY OTHERS, SEE
PLAN AND COORDINATE
WITH ARCHITECTURAL
DRAWINGS.
BP1 BP6
1/4
/2
/2
6" 6"
4 1/2" 4 1/2"
PLATE THICKNESS = 1/2"
3/4"ø POST INSTALLED
ANCHOR, MIN. 8" EMBED
1/4 4
AFTER
ADJUSTMENT
EACH END
L3x3x5/16x0’-4” ROLL CLIP
HSS OR CFMF HEADER OR SILL
L4x4x5/16x0’-4” SEAT ANGLE
THREADED WELD STUD IN
SLOTTED HOLE
1/4 4
AFTER
ADJUSTMENT
HSS JAMB
AFTER
ADJUSTMENT
OPENING
TYPE
MEMBER SIZES APPROX
LENGTH
NOTES
JAMB: HSS6X6X1/4
HEAD/SILL: HSS6X6X1/14
H= 13.5'
W= 9'
JAMB: HSS6X3X1/4
HEAD/SILL: HSS6X3X1/4
H= 14'
W= 5'
JAMB: (2) 600S200-97
HEAD/SILL: (2) 600S200-97
H= 14'
W= 5'
JAMB: HSS6X6X1/4
HEAD/SILL: HSS6X6X1/4
H= 21'
W= 4.67'
JAMB: HSS10X10X3/8
HEAD/SILL: HSS10X10X3/8
H= 21'
W= 8.9' - 18'
F1
F2
F3
F4
F5
BLAST FRAME SCHEDULE
NORTH
ELEVATION
ONLY
T/ SLAB
T/ SLAB
SEE PLAN
2"SEISMIC JOINT
EXISTING
BASEMENT WALL
4" 3'-0" MIN3" CLEAR
#4 STIRRUPS AT 8"OC
(3) #5 TOP WITH ACI 90° HOOK
(3) #5 BOTTOM
MAINTAIN
SEISMIC JOINT
C L E
A R
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
19-181
C U s e rs \z w e b b e r\ D o c u m e n ts
\V A
E D
S tr u c tu ra l_ z w e b b e r2 g m a il.
c o m .r v t
/1
/2
:3
:4
1-SS-400
WALL FRAMING ELEVATIONS AND DETAILS,
BLAST FRAME ELEVATIONS
BUILD NEW EMERGENCY
DEPARTMENT
HOLLAND AVENUE, ALBANY, NY
528-809
March 18, 2022 JP ZW
100% FOR BID
20057
N.T.S1-SS-400
1 COLD-FORMED METAL FRAMING WALL ELEVATION
N.T.S1-SS-400
2 STUD CONNECTION DETAIL
SCALE: 3/4" = 1'-0"1-SS-400
4 SECTION
N.T.S1-SS-400
3 WINDOW AND DOOR BLAST FRAMES
SCALE: 3/4" = 1'-0"1-SS-400
5 CONNECTION AT HSS JAMB
SCALE: 1/2" = 1'-0"1-SS-400
6 OPENING IN BASEMENT WALL (BASE BID)
HYMAN
HAYES
ASSOCIATES
800 Troy-Schenecady Road, Suite 103
Latham, NY, 12110
(518) 452-3470 www.hymanhayes.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E:
19-181
C U s e rs \z w e b b e r\ D o c u m e n ts
\V A
E D
S tr u c tu ra l_ z w e b b e r2 g m a il.
c o m .r v t
/1
/2
:3
:4
1-SS-500
COLUMN SCHEDULE BUILD NEW EMERGENCY
DEPARTMENT
HOLLAND AVENUE, ALBANY, NY
528-809
March 18, 2022 JP ZW
100% FOR BID
20057
NOTES:
1. SEE 1/1-SS-203 AND 2/1-SS-205 FOR BASE PLATES AND ANCHOR ROD DETAILS.
STRUCTURAL COLUMN SCHEDULE - DEDUCT ALTERNATE (CRAWL SPACE)
COLUMN LOCATION TYPE
BASE PLATE
MARK Base Level Top Level
APPROXIMATE
LENGTH ± COMMENTS
A-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
A-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-20 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-21 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-2.5 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-4 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
D-19.1 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
D.1-8 HSS 6X6X5/8 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
D.1-11 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.1-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8" BRACED FRAME
D.1-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-16 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BRACED FRAME
D.1-18 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BRACED FRAME
D.1-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
D.2-22 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.2-23 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.3-5 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 5'-0 3/8" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
BRACED FRAME, SEE DETAIL 7/1-SS-305
D.3-5 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-7 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
D.3-8 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 5'-0 13/16" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
SEE DETAIL 10/1-SS-301
D.3-9 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.3-9 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-9 7/8" ATTACH TOP OF COLUMN TO BOTTOM OF W24.
BRACED FRAME, SEE DETAIL 7/1-SS-305.
D.5-2 HSS 4X4X3/8 BP1 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
D.8-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
E-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
E-22 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
F-5 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
F.3-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
F.4-23 HSS 6X6X1/2 (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
G-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
G-4 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-11"
G-5 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL 1ST FLR 6'-0"
G-8 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-8 5/16" ATTACH TOP OF COLUMN TO BOTTOM OF W16.
SEE DETAIL 10/1-SS-301
G-8 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
W16. SEE DETAIL 10/1-SS-301
G-9 HSS 5X5X5/16 BP2 T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-7"
G-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G.4-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H-9 HSS 5X5X5/16 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-2 1/8" ATTACH TOP OF COLUMN TO BOTTOM OF W18.
SEE DETAIL 10/1-SS-301
H-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W18. SEE DETAIL 11/S1-SS-301
H-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
H-14 HSS 6X6X1/2 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-15 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-16.1 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.3-13 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 11'-1 13/16"
H.7-13.9 HSS 5X5X5/16 BP4 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
H.7-16.1 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.7-17 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.8-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
H.8-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
J-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-2.4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-4 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-11"
J-8 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-3 5/16" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
SEE DETAIL 10/1-SS-301
J-8 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
K-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
K-4 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-11"
K-8 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
K.5-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
K.5-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
L-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
L-4 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-11"
L-8 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
L.5-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-3 HSS 6X6X5/8 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-4 HSS 5X5X5/16 (none) T/SLAB CRAWL SPACE T/STL MAIN ROOF 19'-11"
M-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
N-3 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
N-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-10 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
Q-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 27'-4 3/4"
Q-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
S-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL WALK-IN CANOPY 11'-11 13/16"
STRUCTURAL COLUMN SCHEDULE - BASE BID
COLUMN LOCATION TYPE
BASE
PLATE
MARK Base Level Top Level
APPROXIMATE
LENGTH ± COMMENTS
A-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
A-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-20 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-21 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-2.5 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-4 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
D-19.1 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
D.1-8 HSS 6X6X5/8 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
D.1-11 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 3/4" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.1-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BRACED FRAME
D.1-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-16 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 3/4" BRACED FRAME
D.1-18 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 3/4" BRACED FRAME
D.1-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
D.2-22 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.2-23 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.3-5 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-7" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
D.3-5 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 5'-0 1/2" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
BRACED FRAME, SEE DETAIL 7/1-SS-305
D.3-8 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 5'-0 3/4" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
SEE DETAIL 10/1-SS-301
D.3-9 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 3/4" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.3-9 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-10" ATTACH TOP OF COLUMN TO BOTTOM OF W24.
BRACED FRAME, SEE DETAIL 7/1-SS-305.
D.5-2 HSS 4X4X3/8 BP1 T/STL 1ST FLR T/STL MAIN ROOF 12'-5"
D.8-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
E-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
E-22 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
F-5 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
F.3-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
F.4-23 HSS 6X6X1/2 (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
G-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
G-4 HSS 6X6X5/8 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
G-5 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-6"
G-8 HSS 5X5X5/16 BP1 T/SLAB BASEMENT T/STL 1ST FLR 10'-10 1/4" ATTACH TOP OF COLUMN TO BOTTOM OF W16.
SEE DETAIL 10/1-SS-301
G-8 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BASE OF COLUMN IS ATTACHED TO TOP OF
W16. SEE DETAIL 10/1-SS-301
G-9 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G.4-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H-9 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 10'-8" ATTACH TOP OF COLUMN TO BOTTOM OF W18.
SEE DETAIL 10/1-SS-301
H-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-7 1/4" BASE OF COLUMN IS ATTACHED TO TOP OF
W18. SEE DETAIL 11/S1-SS-301
H-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5"
H-14 HSS 6X6X1/2 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-15 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-16.1 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.3-13 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 11'-1 3/4"
H.7-13.9 HSS 5X5X5/16 BP4 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
H.7-16.1 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.7-17 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.8-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
H.8-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
J-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-2.4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-4 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
J-8 HSS 5X5X5/16 BP1 T/SLAB BASEMENT T/STL 1ST FLR 10'-9 1/4" ATTACH TOP OF COLUMN TO BOTTOM OF W21.
SEE DETAIL 10/1-SS-301
J-8 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
K-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
K-4 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
K-8 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BRACED FRAME
K.5-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
K.5-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
L-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
L-4 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
L-8 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5" BRACED FRAME
L.5-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-3 HSS 6X6X5/8 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-4 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
M-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
N-3 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
N-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-10 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
Q-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 27'-4 3/4"
Q-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
S-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL WALK-IN CANOPY 11'-11 3/4"
Revisions: Date:
STRUCTURAL COLUMN SCHEDULE - DEDUCT ALTERNATE (SLAB ON GRADE)
syn TYPE
BASE PLATE
MARK Base Level Top Level
APPROXIMATE
LENGTH ± COMMENTS
A-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
A-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-20 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
B-21 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-20 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
C-21 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-2.5 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
D-4 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
D-19.1 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
D.1-8 HSS 6X6X5/8 BP5 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-8 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
W21. SEE DETAIL 11/S1-SS-301
D.1-11 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.1-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8" BRACED FRAME
D.1-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 12'-9" BRACED FRAME
D.1-16 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BRACED FRAME
D.1-18 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BRACED FRAME
D.1-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
D.2-22 Pipe 6 Std (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.2-23 HSS 6X6X1/2 (none) T/STL EXIST WAREHOUSE T/STL MAIN ROOF 14'-3 1/2" SEE DETAIL 2/S1-SS-202
D.3-5 HSS 6X6X1/2 BP2 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-10 1/8" BASE OF COLUMN IS ATTACHED TO TOP OF
GRADE BEAM. BRACED FRAME
D.3-9 HSS 6X6X1/2 (none) T/STL 1ST FLR T/STL MAIN ROOF 12'-10 13/16" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
D.3-9 HSS 6X6X1/2 BP2 T/SLAB CRAWL SPACE T/STL 1ST FLR 4'-9 7/8" ATTACH TOP OF COLUMN TO BOTTOM OF W24.
BRACED FRAME, SEE DETAIL 7/1-SS-305.
D.5-2 HSS 4X4X3/8 BP1 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
D.8-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W24. BRACED FRAME, SEE DETAIL 7/1-SS-305
E-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
E-19 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-5"
E-22 Pipe 6 Std (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
F-5 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-2" BASE OF COLUMN IS ATTACHED TO TOP OF
GRADE BEAM. BRACED FRAME
F.3-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
F.4-23 HSS 6X6X1/2 (none) T/SLAB 1ST FLR T/STL MAIN ROOF 13'-6" POCKET BASEPLATE INTO TOP OF EXISTING
FOUNDATION WALL
G-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
G-4 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-2"
G-8 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-8 1/8"
G-9 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-12 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-14 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-15 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
G-16 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G-18 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
G.4-23 HSS 5X5X5/16 BP5 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H-9 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 10'-8 1/8" ATTACH TOP OF COLUMN TO BOTTOM OF W18.
SEE DETAIL 10/1-SS-301
H-9 HSS 5X5X5/16 (none) T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BASE OF COLUMN IS ATTACHED TO TOP OF
W18. SEE DETAIL 11/S1-SS-301
H-12 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 12'-5 1/8"
H-14 HSS 6X6X1/2 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-15 HSS 5X5X5/16 BP5 T/SLAB BASEMENT T/STL MAIN ROOF 26'-1"
H-16.1 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.3-13 HSS 5X5X5/16 BP2 T/SLAB BASEMENT T/STL 1ST FLR 11'-1 13/16"
H.7-13.9 HSS 5X5X5/16 BP4 T/SLAB BASEMENT T/STL 1ST FLR 12'-2"
H.7-16.1 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.7-17 HSS 5X5X5/16 BP4 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
H.8-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
H.8-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
J-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-2.4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
J-4 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-6"
J-8 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-8 1/8"
K-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
K-4 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-6"
K-8 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-8 1/8"
K.5-1 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
17'-9"
K.5-1.8 W12x72 BP3 T/STL 1ST FLR T/STL AMBULANCE
CANOPY
14'-5"
L-2 HSS 5X5X5/16 BP1 T/STL 1ST FLR T/STL MAIN ROOF 13'-11"
L-4 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-6"
L-8 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 12'-8 1/8"
L.5-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-2 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL MAIN ROOF 13'-11" BRACED FRAME
M-3 HSS 6X6X5/8 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-4 HSS 5X5X5/16 BP1 T/SLAB 1ST FLR T/STL MAIN ROOF 14'-6"
M-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
M-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5" BRACED FRAME
N-3 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
N-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
P-10 HSS 6X6X1/2 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
Q-4 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 27'-4 3/4"
Q-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-6 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
R-7 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL LOBBY HI ROOF 21'-5"
S-10 HSS 5X5X5/16 BP2 T/STL 1ST FLR T/STL WALK-IN CANOPY 11'-11 13/16"
ASSOCIATES
800 TROY-SCHENECTADY
ROAD, STE 103
LATHAM, NY 12110
(518) 452-3470 www.hymanhayes.com
ENGINEERING LLP
FE PROJECT NO: 19-181
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
6/
/2
:3 9:
P
M
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
528-809
Project Director
DECEMBER 16, 2022 JDFRevisions: Date:
STRATTON VA MEDICAL CENTER
NEW EMERGENCY DEPARTMENT100% FOR BID
SRB
GENERAL NOTES:
ABBREVIATIONSDUCTWORK SYMBOLS
GENERAL SYMBOLS
PIPING SYMBOLS
HVAC DEMOLITION NOTES:
VALVE SYMBOLSHVAC LINE TYPES
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JOHN D. FELLENZER, P.E.
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ALBANY, NY
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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25
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MECHANICAL: SYMBOLS, ABBREVIATIONS & NOTES
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1-MH-001
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WALL MOUNT THERMOSTAT 'A' DESIGNATES COMPONENT SERVED
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POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK
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POINT OF DISCONNECT
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FIRE DAMPER (WITH FUSIBLE LINK) W/ ACCESS DOOR
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RETURN/EXHAUST AIR TERMINAL
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SUPPLY AIR TERMINAL
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VOLUME DAMPER
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RETURN/EXHAUST AIR FLOW
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SUPPLY AIR FLOW
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RETURN AIR DUCT DOWN
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RETURN AIR DUCT UP
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SUPPLY AIR DUCT DOWN
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SUPPLY AIR DUCT UP
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AutoCAD SHX Text DUCTWORK SINGLE LINE REPRESENTATION: "A" INDICATES DUCT WIDTH; "B" INDICATES DUCT DEPTH.
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AutoCAD SHX Text DUCTWORK DOUBLE LINE REPRESENTATION: "A" INDICATES DUCT WIDTH; "B" INDICATES DUCT DEPTH.
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INDICATES AIR FLOW REQUIREMENTS
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INDICATES TYPE OF AIR OUTLET
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FAN SWITCH WITH PILOT LIGHT
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SP
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LOUVERED DOOR (BY G.C.)
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XXX
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XXX
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DS
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DOOR UNDERCUT (BY G.C.)
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DUCT SMOKE DETECTOR
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PUMP
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XX
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INDICATES SECTION LETTER
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INDICATES DRAWING NUMBER WHERE LOCATED
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TEMPERATURE SENSOR
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TS
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RISE DUCT
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DROP DUCT
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DIRECTION OF PIPE PITCH (DOWN)
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PIPE GUIDE
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ANCHOR
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DIRECTION OF FLOW
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REDUCER OR INCREASER
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ECCENTRIC REDUCER
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TOP CONNECTION, 45%%D OR 90%%D
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SIDE CONNECTION
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CAPPED OUTLET
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UNION
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PIPE DOWN TURN
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PIPE RISE
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ADJUSTABLE ANGLE THERMOMETER
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PRESSURE GAUGE WITH NEEDLE VALVE
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DIAL THERMOMETER
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1. THE DRAWINGS ON THESE PLANS ARE DIAGRAMMATIC. THIS CONTRACTOR SHALL BE THE DRAWINGS ON THESE PLANS ARE DIAGRAMMATIC. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL HVAC WORK WITH OTHER TRADES AND THE BUILDING STRUCTURE. NO EXTRA PAYMENTS WILL BE AUTHORIZED FOR REROUTING OR REMOVAL OF INSTALLED WORK DUE TO LACK OF COORDINATION WITH OTHER SYSTEMS. 2. ALL HVAC EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL BE SEISMICALLY SUPPORTED ALL HVAC EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL BE SEISMICALLY SUPPORTED PER DELEGATED DESIGN. SEE SPECIFICATIONS 130541 AND APPLICABLE DIVISION 23 SPECIFICATIONS. HVAC EQUIPMENT SHALL HAVE THE REQUIRED SPECIAL SEISMIC CERTIFICATION PER THE BUILDING'S SEISMIC DESIGN CATEGORY AND SPECIFICATIONS. 3. CONTRACTOR TO SHALL PROVIDE VA WITH CRANING PLANS FOR ALL CRANE PICKS. CONTRACTOR TO SHALL PROVIDE VA WITH CRANING PLANS FOR ALL CRANE PICKS. CONTRACTOR IS ALSO REQUIRED TO FILL OUT AND PROVIDE VA WITH CRANE PERMIT. 4. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, FLOORS AND CEILINGS AS REQUIRED FOR INSTALLATION OF HIS WORK. 5. ACCESS PANELS SHALL BE PROVIDED IN CEILINGS, WALLS, FLOORS, ETC., AS REQUIRED ACCESS PANELS SHALL BE PROVIDED IN CEILINGS, WALLS, FLOORS, ETC., AS REQUIRED TO MAINTAIN ACCESSIBILITY TO VALVES, DAMPERS, TRAPS, COILS, ETC. 6. PROVIDE DUCT ACCESS DOORS AT ALL MOTORIZED DAMPERS, FIRE DAMPERS, AND PROVIDE DUCT ACCESS DOORS AT ALL MOTORIZED DAMPERS, FIRE DAMPERS, AND SMOKE DAMPERS. 7. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED FIRE AND ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED FIRE AND SMOKE TIGHT WITH AN APPROPRIATE U.L. LISTED FIRESTOPPING MATERIAL AND OR SYSTEM. 8. ALL DUCTWORK PASSING THROUGH A FIRE RATED PARTITION SHALL BE PROVIDED WITH ALL DUCTWORK PASSING THROUGH A FIRE RATED PARTITION SHALL BE PROVIDED WITH A FIRE DAMPER TO MAINTAIN THE FIRE RATING OF THE PARTITION. 9. LOCATIONS OF DIFFUSERS AND GRILLES ARE APPROXIMATE. REFER TO ARCHITECTURAL LOCATIONS OF DIFFUSERS AND GRILLES ARE APPROXIMATE. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. 10. ALL BRANCHES AND TAKE-OFFS SHALL BE EQUIPPED WITH VOLUME CONTROL DAMPERS. ALL BRANCHES AND TAKE-OFFS SHALL BE EQUIPPED WITH VOLUME CONTROL DAMPERS. DAMPERS TO BE OPPOSED BLADE TYPE, 4" MAX. BLADE HEIGHT. VOLUME DAMPERS TO BE LOCATED AS NEAR TO THE POINT OF TAKE-OFF AS PRACTICAL. PROVIDE REMOTE CONTROL DAMPERS WHERE SHOWN ON THE DRAWINGS. 11. FLEXIBLE DUCT CONNECTIONS SHALL BE LIMITED TO A MAXIMUM LENGTH OF FIVE (5) FLEXIBLE DUCT CONNECTIONS SHALL BE LIMITED TO A MAXIMUM LENGTH OF FIVE (5) FEET AND SUPPORTED AT MID-POINT. 12. ALL SUPPLY & RETURN AIR DUCTWORK SHALL BE INSULATED. ALL SUPPLY & RETURN AIR DUCTWORK SHALL BE INSULATED. 13. PROVIDE SHUT-OFF VALVES AT ALL PIPING BRANCH TAKE-OFFS AND AT ALL PROVIDE SHUT-OFF VALVES AT ALL PIPING BRANCH TAKE-OFFS AND AT ALL CONNECTIONS TO EQUIPMENT. 14. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE ACCESSIBILITY OF ALL PROVIDED MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE ACCESSIBILITY OF ALL PROVIDED & RELOCATED VALVES ON HYDRONIC SYSTEM & STEAM PIPING. 15. PROVIDE DRAINS WITH HOSE ADAPTERS AND CAPS ON PIPING AT ALL LOW POINTS. PROVIDE DRAINS WITH HOSE ADAPTERS AND CAPS ON PIPING AT ALL LOW POINTS. PIPING AT ALL LOW POINTS. PROVIDE MANUAL VENTS ON PIPING AT ALL HIGH POINTS. 16. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL CONTRACTOR. 17. ALL MOTOR STARTERS SHALL BE FURNISHED BY THE HVAC CONTRACTOR AND INSTALLED ALL MOTOR STARTERS SHALL BE FURNISHED BY THE HVAC CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 18. ALL REQUIRED CONTROL EQUIPMENT AND WIRING SHALL BE FURNISHED & INSTALLED ALL REQUIRED CONTROL EQUIPMENT AND WIRING SHALL BE FURNISHED & INSTALLED BY THE HVAC CONTRACTOR. 19. THE TERMS "PROVIDE" OR "FURNISH", AS USED ON THESE PLANS, INDICATE THAT THE THE TERMS "PROVIDE" OR "FURNISH", AS USED ON THESE PLANS, INDICATE THAT THE CONTRACTOR IS TO FURNISH AND INSTALL THE REFERENCED EQUIPMENT OR SYSTEMS IN THEIR ENTIRETY AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON DETAIL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON DETAIL SHEETS, PLANS, SPECIFICATIONS AND ALL PERTINENT EQUIPMENT REQUIRED FOR A COMPLETE AND WORKABLE SYSTEM. 21. CONTRACT CLOSE OUT: IN THE PRESENCE OF THE OWNER, ENGINEER OR ARCHITECT; CONTRACT CLOSE OUT: IN THE PRESENCE OF THE OWNER, ENGINEER OR ARCHITECT; DEMONSTRATING OPERATION OF SYSTEMS AND THAT ALL SPECIFICATIONS HAVE BEEN MET TO THE SATISFACTION OF ALL PARTIES. 22. IT IS THE INTENTION THAT THESE SPECIFICATIONS, AND DRAWINGS ACCOMPANYING IT IS THE INTENTION THAT THESE SPECIFICATIONS, AND DRAWINGS ACCOMPANYING SAME, SHALL PROVIDE FOR THE FURNISHING AND INSTALLING OF THE HVAC SYSTEMS COMPLETE AS SPECIFIED AND SHOWN. ANY WORK SHOWN ON THE DRAWINGS AND NOT PARTICULARLY DESCRIBED IN THE SPECIFICATIONS OR VICE VERSA, OR ANY WORK CHANGES WHICH IS NECESSARY TO COMPLETE THE INSTALLATION SHALL BE FURNISHED BY THIS CONTRACTOR. 23. PROVIDE FOR ALL MATERIALS, APPLIANCES AND LABOR TO PROPERLY COMPLETE AND PROVIDE FOR ALL MATERIALS, APPLIANCES AND LABOR TO PROPERLY COMPLETE AND LEAVE IN PERFECT WORKING CONDITION THE ENTIRE SYSTEM HEREINAFTER SPECIFIED. ANY MATERIAL, LABOR OR APPLIANCE NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS, BUT NECESSARY FOR A COMPLETE INSTALLATION MUST BE FURNISHED BY THIS CONTRACTOR.
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EXHAUST AIR TERMINAL
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EXHAUST AIR DUCT DOWN
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EXHAUST AIR DUCT UP
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1. COORDINATE WITH ARCHITECTURAL PLANS FOR EXACT AREAS TO BE DEMOLISHED. COORDINATE WITH ARCHITECTURAL PLANS FOR EXACT AREAS TO BE DEMOLISHED. 2. REMOVE ALL EQUIPMENT, DUCTWORK AND PIPING AS INDICATED ON PLAN. REMOVALS REMOVE ALL EQUIPMENT, DUCTWORK AND PIPING AS INDICATED ON PLAN. REMOVALS SHALL INCLUDE ALL SUPPORTS AND HANGERS, HOUSEKEEPING PADS, DAMPERS, VALVES, FITTINGS, CONTROLS AND ASSOCIATED LOW VOLTAGE WIRING, AND ANY OTHER ASSOCIATED ACCESSORIES WHICH PERTAIN TO THE EQUIPMENT TO BE REMOVED. 3. REMOVAL OF ALL POWER CONNECTIONS TO DEMOLITION ITEMS SHALL BE BY THE E.C. REMOVAL OF ALL POWER CONNECTIONS TO DEMOLITION ITEMS SHALL BE BY THE E.C. 4. ANY DISCREPANCIES BETWEEN THE DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS ANY DISCREPANCIES BETWEEN THE DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER. ANY DEMOLITION WORK WHICH MAY BE QUESTIONABLE DUE TO UNFORESEEN FIELD CONDITIONS SHALL NOT BE REMOVED UNTIL REVIEWED BY THE ARCHITECT, ENGINEER OR BUILDING FACILITIES MANAGER. 5. DEMOLITION WORK SHALL INCLUDE THE PREPARATION OF EXISTING EQUIPMENT FOR DEMOLITION WORK SHALL INCLUDE THE PREPARATION OF EXISTING EQUIPMENT FOR CONNECTION TO NEW EQUIPMENT. COORDINATE DEMOLITION WORK WITH THE CONSTRUCTION PLANS. 6. ALL EQUIPMENT REMOVALS SHALL BECOME THE PROPERTY OF THIS CONTRACTOR. THIS ALL EQUIPMENT REMOVALS SHALL BECOME THE PROPERTY OF THIS CONTRACTOR. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF DEMOLITION ITEMS OFF-SITE, UNLESS OTHERWISE NOTED. 7. ALL CUTTING AND PATCHING NECESSARY FOR THE DEMOLITION WORK SHALL BE THE ALL CUTTING AND PATCHING NECESSARY FOR THE DEMOLITION WORK SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. 8. IT SHALL BE THE OWNER'S RESPONSIBILITY TO REMOVE ANY LOOSE EQUIPMENT, IT SHALL BE THE OWNER'S RESPONSIBILITY TO REMOVE ANY LOOSE EQUIPMENT, FURNITURE, SUPPLIES, ETC. THAT MAY BE LOCATED IN THE AREA OF WORK. 9. THE PLANS ARE INTENDED TO CONVEY THE EXTENT AND SCOPE OF THE DEMOLITION THE PLANS ARE INTENDED TO CONVEY THE EXTENT AND SCOPE OF THE DEMOLITION WORK. EVERY ITEM INTENDED FOR REMOVAL MAY NOT BE SHOWN. THE CONTRACTOR IS ADVISED TO SURVEY THE PROJECT SITE BEFORE SUBMITTING A BID FOR DEMOLITION WORK.
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COMBINATION BALANCING AND
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SHUT-OFF VALVE
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LUBRICATED PLUG VALVE
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STRAINER
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TRIPLE DUTY VALVE
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MANUAL AIR VENT
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SAFETY OR PRESSURE RELIEF VALVE
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TEST PLUG (PRESSURE/TEMPERATURE)
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BALL VALVE
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GATE VALVE WITH 3/4" HOSE ADAPTER
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CHECK VALVE
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ANGLE GLOBE VALVE
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BUTTERFLY VALVE
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MODULATING CONTROL VALVE
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TWO POSITION CONTROL VALVE
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THREE-WAY MODULATING CONTROL VALVE
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AUTOMATIC BALANCING CONTROL VALVE
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GATE VALVE - THREADED/FLANGED
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GLOBE VALVE - THREADED/FLANGED
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PRESSURE REGULATING VALVE
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THREE-WAY TWO POSITION CONTROL VALVE
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FLEXIBLE CONNECTION
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WATER BALANCE DEVICE
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MODULATING CONTROL BUTTERFLY VALVE
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CIRCUIT SETTER VALVE
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GATE VALVE WITH GLOBE-VALVED BYPASS
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PLUG VALVE
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CONTROL VALVE (CV) - FLOAT-OPERATED
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PRESSURE REDUCING VALVE (PRV)
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WATER LEVEL CONTROLLER
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FLOW METER
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STRAINER WITH VALVED DRAIN AND
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QUICK-COUPLE HOSE CONNECTOR
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LC
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WYE STRAINER
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(WITH BALL VALVE & HOSE CONNECTION)
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WATER FLOW MEASURING DEVICE
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AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
FLEXIBLE DUCTWORK
AutoCAD SHX Text
TEMPERATURE & PRESSURE RELIEF VALVE
AutoCAD SHX Text
MD
AutoCAD SHX Text
MOTORIZED DAMPER
AutoCAD SHX Text
GENERAL CONTRACTOR
AutoCAD SHX Text G.C.
AutoCAD SHX Text
FIRE PROTECTION CONTRACTOR
AutoCAD SHX Text
FPC
AutoCAD SHX Text
MB
AutoCAD SHX Text
MER
AutoCAD SHX Text
LBS/HR
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
OA
AutoCAD SHX Text P
AutoCAD SHX Text P.C.
AutoCAD SHX Text
PD
AutoCAD SHX Text
PF
AutoCAD SHX Text
NOM.
AutoCAD SHX Text
POUNDS PER HOUR
AutoCAD SHX Text
MIXING BOX
AutoCAD SHX Text
MECHANICAL EQUIPMENT ROOM
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
OUTSIDE AIR
AutoCAD SHX Text
PLUMBING CONTRACTOR
AutoCAD SHX Text
PRESSURE DROP (FEET OF WATER)
AutoCAD SHX Text
PRE-FILTER
AutoCAD SHX Text
PH
AutoCAD SHX Text
PRV
AutoCAD SHX Text
RHC
AutoCAD SHX Text
RF
AutoCAD SHX Text
RA
AutoCAD SHX Text Rh
AutoCAD SHX Text
SA
AutoCAD SHX Text Sp. Gr.
AutoCAD SHX Text
SD
AutoCAD SHX Text
PREHEAT
AutoCAD SHX Text
PRESSURE REDUCING VALVE
AutoCAD SHX Text
RETURN AIR
AutoCAD SHX Text
RETURN FAN
AutoCAD SHX Text
REHEAT COIL
AutoCAD SHX Text
RELATIVE HUMIDITY
AutoCAD SHX Text
SUPPLY AIR
AutoCAD SHX Text
SPECIFIC GRAVITY
AutoCAD SHX Text
SMOKE DAMPER
AutoCAD SHX Text
SP
AutoCAD SHX Text
SH
AutoCAD SHX Text
TR
AutoCAD SHX Text
TG
AutoCAD SHX Text
SPS
AutoCAD SHX Text
TWU
AutoCAD SHX Text
UH
AutoCAD SHX Text
VALVE
AutoCAD SHX Text V
AutoCAD SHX Text
VD
AutoCAD SHX Text
VI
AutoCAD SHX Text
VE
AutoCAD SHX Text
UV
AutoCAD SHX Text
VIBRATION ISOLATOR
AutoCAD SHX Text
VOLUME EXTRACTOR
AutoCAD SHX Text
VOLUME DAMPER
AutoCAD SHX Text
UNIT VENTILATOR
AutoCAD SHX Text
UNIT HEATER
AutoCAD SHX Text
THRU WALL UNIT
AutoCAD SHX Text
TOP REGISTER (WALL TYPE)
AutoCAD SHX Text
TOP GRILLE (WALL TYPE)
AutoCAD SHX Text
STATIC PRESSURE SENSOR
AutoCAD SHX Text
STATIC PRESSURE
AutoCAD SHX Text
STEAM HUMIDIFIER
AutoCAD SHX Text
AC
AutoCAD SHX Text
AD
AutoCAD SHX Text
ACCU
AutoCAD SHX Text
AF
AutoCAD SHX Text
AHU
AutoCAD SHX Text
AP
AutoCAD SHX Text
BR
AutoCAD SHX Text
BG
AutoCAD SHX Text
AFM
AutoCAD SHX Text
AIR CONDITIONING UNIT
AutoCAD SHX Text
AIR COOLED CONDENSING UNIT
AutoCAD SHX Text
ACCESS DOOR
AutoCAD SHX Text
AFTER FILTER
AutoCAD SHX Text
AIR FLOW MEASURING DEVICE
AutoCAD SHX Text
AIR HANDLING UNIT
AutoCAD SHX Text
ACCESS PANEL
AutoCAD SHX Text
BOTTOM GRILLE (WALL TYPE)
AutoCAD SHX Text
BOTTOM REGISTER (WALL TYPE)
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
CC
AutoCAD SHX Text
CD
AutoCAD SHX Text
CG
AutoCAD SHX Text
CLG
AutoCAD SHX Text
CO
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
CP
AutoCAD SHX Text
CR
AutoCAD SHX Text
CW
AutoCAD SHX Text D
AutoCAD SHX Text Db
AutoCAD SHX Text
CUH
AutoCAD SHX Text
CEILING REGISTER
AutoCAD SHX Text
CABINET UNIT HEATER
AutoCAD SHX Text
COLD WATER
AutoCAD SHX Text
DRY BULB TEMPERATURE, %%DF
AutoCAD SHX Text
COOLING COIL
AutoCAD SHX Text
CEILING DIFFUSER
AutoCAD SHX Text
CEILING GRILLE
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
CONDENSATE PUMP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text dB
AutoCAD SHX Text Dp
AutoCAD SHX Text
DX
AutoCAD SHX Text
DN
AutoCAD SHX Text E.C.
AutoCAD SHX Text
EER
AutoCAD SHX Text
ECC
AutoCAD SHX Text
EA
AutoCAD SHX Text
EF
AutoCAD SHX Text
ERC
AutoCAD SHX Text
ET
AutoCAD SHX Text
EUH
AutoCAD SHX Text
EXIST
AutoCAD SHX Text
EMD
AutoCAD SHX Text
DECIBELS
AutoCAD SHX Text
DEW POINT TEMPERATURE, %%DF
AutoCAD SHX Text
DIRECT EXPANSION
AutoCAD SHX Text
EXHAUST AIR
AutoCAD SHX Text
ELECTRICAL CONTRACTOR
AutoCAD SHX Text
ENGINEERING CONTROL CENTER
AutoCAD SHX Text
ENERGY EFFICIENCY RATIO
AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
END OF MAIN DRIP (STEAM)
AutoCAD SHX Text
ENERGY RECOVERY COIL
AutoCAD SHX Text
EXPANSION TANK
AutoCAD SHX Text
ELECTRIC UNIT HEATER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text Wb
AutoCAD SHX Text
WFM
AutoCAD SHX Text
WET BULB TEMPERATURE, %%DF
AutoCAD SHX Text
WATER FLOW MEASURING DEVICE
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
FCU
AutoCAD SHX Text
FC
AutoCAD SHX Text
FLR
AutoCAD SHX Text
GH
AutoCAD SHX Text
FTR
AutoCAD SHX Text
FD
AutoCAD SHX Text
HP
AutoCAD SHX Text
HF
AutoCAD SHX Text
HV
AutoCAD SHX Text H.C.
AutoCAD SHX Text
FAN COIL UNIT
AutoCAD SHX Text
FLEXIBLE CONNECTION
AutoCAD SHX Text
HEATING AND VENTILATING UNIT
AutoCAD SHX Text
HORSEPOWER
AutoCAD SHX Text
HEPA FILTER
AutoCAD SHX Text
HVAC CONTRACTOR
AutoCAD SHX Text
GRAVITY HOOD
AutoCAD SHX Text
FIN TUBE RADIATION
AutoCAD SHX Text
FIRE DAMPER
AutoCAD SHX Text
IV
AutoCAD SHX Text
LPR
AutoCAD SHX Text
LFD
AutoCAD SHX Text
LPS
AutoCAD SHX Text
LCD
AutoCAD SHX Text
LOW PRESSURE STEAM
AutoCAD SHX Text
LOW PRESSURE STEAM CONDENSATE
AutoCAD SHX Text
LINEAR CEILING DIFFUSER
AutoCAD SHX Text
INLET VANES
AutoCAD SHX Text
LAMINAR FLOW DIFFUSER
AutoCAD SHX Text
ABOVE FINISHED FLOOR
AutoCAD SHX Text
AFF
AutoCAD SHX Text
FRESH AIR INTAKE
AutoCAD SHX Text F.A.I.
AutoCAD SHX Text
AUTOMATIC LOUVER DAMPER (PNEUMATIC)
AutoCAD SHX Text A.L.D.
AutoCAD SHX Text
DP
AutoCAD SHX Text
DIFFERENTIAL PRESSURE
AutoCAD SHX Text
REDUCED PRESSURE ZONE
AutoCAD SHX Text
RPZ
AutoCAD SHX Text
WIRE MESH SCREEN
AutoCAD SHX Text
WMS
AutoCAD SHX Text
VERIFY IN FIELD
AutoCAD SHX Text
VIF
AutoCAD SHX Text
ACT
AutoCAD SHX Text
ACOUSTIC CEILING TILE
AutoCAD SHX Text
POUNDS PER SQUARE IN.
AutoCAD SHX Text
ONE THOUSAND BTUH
AutoCAD SHX Text
LINEAR FEET
AutoCAD SHX Text
BACK DRAFT DAMPER
AutoCAD SHX Text
BDD
AutoCAD SHX Text
BRITISH THERMAL UNITS/HOUR
AutoCAD SHX Text
BTUH
AutoCAD SHX Text
MBH
AutoCAD SHX Text
PSI
AutoCAD SHX Text
CUBIC FEET PER MINUTE
AutoCAD SHX Text
CFM
AutoCAD SHX Text
LF
AutoCAD SHX Text
EAT
AutoCAD SHX Text
ENTERING AIR TEMP
AutoCAD SHX…
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