S06 - Att1 BD SET REV 2.pdf
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| S02 - Att3 21FED0500_CD_SPEC-BidDocument Rev2_585-21-113.pdf | ||
| S02 - Att2 Final SOW 585-21-1113.pdf | ||
| S02 - Att4 Wage Rate MI20260117 _ 01.02.2026.pdf |
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Text version
TITLE SHEET
G001
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
REPLACE CONDENSATE LINES AND PUMPS,
OSCAR G. JOHNSON VA MEDICAL CENTER
IRON MOUNTAIN, MI 49801
BID DOCUMENT SET
MARCH 04, 2022
SHEET INDEXGENERAL NOTES
DIRECTOR
ASSOCIATE DIRECTOR
ASSOCIATE DIRECTOR FOR N&PCS
CHIEF OF POLICE
CHIEF OF ENGINEERING
INFECTION CONTROL NURSE
PATIENT SAFETY
A.F.G.E.
INDUSTRIAL HYGIENIST
APPROVALS
CHIEF OF STAFF
SAFETY
VERIFY ALL DIMENSIONS RELATING NEW CONSTRUCTION TO EXISTING CONSTRUCTION.1.
GENERAL TRADE SHALL PATCH HOLES IN SLABS, PARTITIONS, AND CEILINGS CAUSED BY ANY TRADE AS FOLLOWS:2.
A). AT REMOVED DUCTWORK, CONDUIT, AND PIPING
B). AT NEW DUCTWORK, CONDUIT AND PIPING IN EXISTING PARTITIONS
C). AT ADDED OR REMOVED PARTITION MOUNTED ITEMS
WHERE EXPOSED TO VIEW, PATCHED SURFACES SHALL MATCH ADJACENT FINISHES. WORK SHALL MAINTAIN EXISTING
SEPARATION RATINGS.
3.
GENERAL TRADE SHALL REMOVE ACOUSTICAL TILE AND PLASTER CEILINGS WHERE REQUIRED FOR MECHANICAL OR ELECTRICAL TRADES. REINSTALL ACOUSTICAL TILE AND PATCH PLASTER WHEN WORK ABOVE CEILING
HAS BEEN COMPLETED.
4.
CONSTRUCTION IN SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT IS CURRENTLY IN PROGRESS. ACTUAL
EXISTING CONDITIONS MAY VARY FROM CONDITIONS INDICATED ON THESE DRAWINGS.
5.
SEE SPECIFICATION SECTION 01 35 26 FOR INFECTION CONTROL. SEE SPECIFICATION SECTION 01 00 00 FOR PHASING AND WORK
TIME LIMITATIONS
6.
ALL CONTRACTORS UTILIZING ELECTRONIC DRAWING SETS ARE RESPONSIBLE TO CONFIRM DRAWINGS ARE PRINTED/INSERTED INTO OTHER SOFTWARE TO SCALE. CONSTRUCTION DRAWINGS ON FULL SIZE SHEETS ARE TO BE 24" X 36" OR 30" X 42" WHEN
PRINTED AT 1:1. A SCALE VERIFICATION IS PROVIDED BELOW.
7.
4'0" 2' 8' 12'
2'0" 1' 4' 6'
1'0" 6" 2' 3'
8"0" 4" 16" 24"
6"0" 3" 12" 18"
4"0" 2" 8" 12"
2"0" 1" 4" 6"
1/8" = 1'-0"
1/4" = 1'-0"
1/2" = 1'-0"
3/4" = 1'-0"
1" = 1'-0"
1 1/2" = 1'-0"
3" = 1'-0"
SCALE VERIFICATION
8. FURNISH AND INSTALL FIRESTOPS IN WALLS, FLOORS, AND PARTITIONS AND AROUND PENETRATIONS OF PIPE, DUCT, CABLE AND OTHER ELECTRICAL DEVICES OR IN BLANK OPENINGS AS INDICATED AT FIRE RATED LOCATION ON THE REFLECTED CEILING PLAN. FIRE STOPPING SHALL BE INSTALLED AND TESTED AS LISTED IN ASTM E814, E119, AND UNDERWRITERS LABORATORIES: FIRE RESISTANCE DIRECTORY. WHERE THERE IS NO SPECIFIC THIRD PARTY TESTED ASSEMBLY, ENGINEERING JUDGEMENTS SHALL BE BASED UPON THE REFERENCED DOCUMENTS AND MUST BE PROVIDED VIA THIRD PARTY AND SUBMITTED TO THE AHJ FOR APPROVAL PRIOR TO INSTALLATION. COSTS ASSOCIATED WITH THE ENGINEERING JUDGEMENT SHALL BE THE RESPONSIBILITY OF THE FIRESTOPPING TRADE. FIRESTOPPING OF ALL PENETRATIONS SHALL BE BY A LICENSED FIRESTOPPING TRADE. UPON COMPLETION OF THE FIRESTOPPING SYSTEM, PROVIDE A RECORD IN THE O&M MANUAL OF THE INSTALLED SYSTEMS INDICATING THE UL REFERENCE, LOCATION OF THE PENETRATION AND INSTALLED HOURLY RATING. ALL PENETRATIONS SHALL BE LABELED WITH A PERMANENT TAG INDICATED THE HOURLY RATING, SYSTEM REFERENCE NUMBER, INSTALLERS NAME, ADDRESS, PHONE NUMBER AND DATE OF INSTALLATION. TAGS SHALL BE LABELED WITH “WARNING FIRESTOPPING DO NOT
DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE” OR SIMILAR.
A. FIRESTOPPING MATERIALS SHALL CONFORM TO FLAME (F) AND TEMPERATURE (T) RATINGS AS REQUIRED BY LOCAL BUILDING CODE AND AS TESTED BY NATIONALLY ACCEPTED TEST AGENCIES PER ASTM E814, UL 1479, OR UL 2079. THE F RATING MUST BE A MINIMUM OF ONE
(1) HOUR BUT NOT LESS THAN THE FIRE RESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED. T RATING, WHEN REQUIRED BY CODE AUTHORITY, SHALL BE BASED ON THE MEASUREMENT OF THE TEMPERATURE RISE ON THE PENETRATING ITEM(S). THE FIRE TEST
PRESSURE DIFFERENTIAL OF A MINIMUM 0.01" OF WATER COLUMN IS REQUIRED.
B. T AND F RATINGS AT FLOOR PENETRATIONS SHALL BE EQUAL AND NOT LESS THAN 2 HOUR.
C. PENETRATIONS THRU WALL SHALL HAVE AN F RATING EQUAL TO THAT OF THE RATED WALL ASSEMBLY D. SYSTEM SHALL WITHSTAND THE PASSAGE OF COLD SMOKE EITHER AS AN INHERENT PROPERTY OF THE SYSTEM OR BY THE USE OF E. SEPARATE PRODUCT INCLUDED AS A PART OF THE UL SYSTEM OR DEVICE AND DESIGNED TO PERFORM THIS FUNCTION.
1.1. AT SMOKE BARRIER WALLS - 1S, 2S, AND 3S WALLS IN HOSPITAL OCCUPANCY, WALL ASSEMBLIES MUST HAVE A MAXIMUM L RATING OF 50
CFM PER 100SF OF WALL ASSEMBLY.
F. SMOKE RATED WALLS SHALL BE SEALED WITH A PRODUCT TO RESIST THE PASSAGE OF SMOKE.
G. FIRESTOPPING PRODUCTS SHALL BE ASBESTOS-FREE, FREE OF ANY PCBS, AND FREE OF ANY LEAD.
H. FOR ALL CABLING FIRE PENETRATIONS AT WALLS, PROVIDE THE EZ-PATH FIRE RATED PATHWAY SYSTEM BY SPECIFIED TECHNOLOGIES, INC. OR EQUIVALENT SYSTEM BY HILTI CORPORATION.
10. PROVIDE MANUFACTURER'S STANDARD WARRANTY ON ALL ITEMS.
9. WHERE MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH FLOOR SLABS ARE REMOVED, OR CUT FOR NEW WORK, PATCH HOLES
THROUGH THE SLAB.
B. FILL HOLES 3" TO 12" IN DIAMETER WITH CLASS B CONCRETE. ANCHOR TO SLAB WITH TWO NO. 4 DOWELS.
C. FILL HOLES 12" X 12" TO 36" X 36" WITH NO. 4 DOWELS, 8" O.C. BOTH WAYS.
11. THE SEALANT SCHEDULE IN NO WAY LISTS EVERY SEALANT JOINT CONDITION REQUIRED ON THIS PROJECT AND DOES NOT RELIEVE THE CONTRACTOR RESPONSIBILITY TO CAULK ITEMS AS INDICATED IN DETAILS. REFERENCE DETAILS AND NOTES FOR REQUIRED SEALANT LOCATIONS. UNLESS NOTED OTHERWISE PROVIDE SEALANT PER THE BELOW SCHEDULE APPROVED FOR USE WITH MATERIAL INSTALLED AGAINST (USE M-MORTAR, G-GLASS, A-ALUMINUM, O-OTHER (LIST ACCEPTABLE SUBSTRATES AND PREPARATIONS)). PRIOR TO INSTALLATION OF SEALANT, CONTRACTOR SHALL PROVIDE A SEALANT SCHEDULE SHOWING PRODUCT SELECTION, MANUFACTURER'S APPROVAL FOR MATERIAL USAGE (PROVIDE PRIMER IF REQUIRED) AND WITH MANUFACTURERS FULL SELECTION OF COLORS SUBMITTED TO THE ARCHITECT FOR REVIEW FOR EACH APPLICATION:
D. ALL HOLES TO BE FILLED IN STRUCTURAL FLOOR SLABS SHALL BE FILLED OR FORMED IN SUCH A MANNER AS
TO PREVENT NEW CURED CONCRETE FROM FALLING TO FLOOR BELOW.
E. PATCH EXISTING SLABS ON GRADE WHERE FLOOR HAS BEEN CUT FOR PLUMBING, HEATING AND OTHER REMODELING WORK. REINFORCE CUTS GREATER THAN 24" IN EACH DIRECTION WITH 6 X 6 WL.4 X WL.4 WIRE MESH. REINFORCE TRENCHES LESS THAN 24" WIDE WITH TWO #3 RODS CONTINUOUS. REPAIR UNDERSLAB
VAPOR RETARDER WITH MATERIAL EQUAL TO ORIGINAL INSTALLATION.
A. FILL HOLES 3" AND SMALLER IN DIAMETER WITH NON-SHRINK GROUT.
1. ALL PRESENT SERVICES INSTALLED AND OPERATING SHALL BE KEPT
IN OPERATION THROUGH THE NEW CONSTRUCTION UNTIL EQUAL
NEW SERVICES OR TEMPORARY LINES SATISFACTORY TO OWNER
ARE INSTALLED AND OPERATING
2. PARTITIONS SHOWN TO BE REMOVED SHALL BE COMPLETELY
REMOVED FROM STRUCTURE ABOVE TO STRUCTURAL FLOOR SLAB
3. CUT OPENINGS IN EXISTING WALLS. OPENINGS IN MASONRY AND
CONCRETE SHALL BE SAWCUT; EXECUTE WORK WITH A MINIMUM
DISTURBANCE TO EXISTING CONSTRUCTION WHICH REMAINS
4. UNLESS NOTED OTHERWISE ON THE PLANS, REMOVE EXISTING BASE
AS REQUIRED TO INSTALL NEW BASE. BASE SHALL BE REMOVED
DOWN TO ORIGINAL FINISHED WALL SURFACE; REMOVE ALL
ADHESIVE RESIDUE WHICH WILL INTERFERE WITH INSTALLATION OF
NEW BASE
5. ALL MATERIALS, RUBBISH, AND DEBRIS SHALL BE REMOVED FROM
THE BUILDING AND FROM THE PREMISES AS SOON AS IT
ACCUMULATES; REMOVAL OF RUBBISH AND DEBRIS SHALL BE
CONDUCTED IN SUCH A WAY THAT A MINIMUM OF DUST IS CAUSED
6. MAINTAIN OWNER OCCUPIED AREAS AS CLEAN AS POSSIBLE TO
AVOID INTERFERENCE WITH OWNER'S OPERATIONS
DEMOLITION NOTES
SEALANT SCHEDULE
SILICONE - 50% MOVEMENT -
CLASS 50
SILICONE - 25%
MOVEMENT/MILDEW
RESISTANT - CLASS
SINGLE
COMPONENT
URETHANE - 35%
MOVEMENT -
CLASS 35
MULTI-COMPONENT
URETHANE - 50%
MOVEMENT - CLASS
TAMPER RESISTANT
URETHANE - 12.5%
MOVEMENT CLASS
12.5 , ASTM D-412
375 TENSILE
STRENGTH
TAMPER PROOF
EPOXY - 0%
MOVEMENT CLASS 0
ASTM C-882 3530
BOND STRENGTH
LATEX - NO MOVEMENT -
CLASS 12.5
ACOUSTICAL
SEALANT -
NON-HEAD OF
WALL - 12.5%
MOVEMENT
ACOUSTICAL SEALANT
- HEAD OF WALL -
EXPANSION JOINTS -
33% MOVEMENT
BUILDING
INTERIOR -
UTILIZE
TAMPER
RESISTANT/
PROOF
PRODUCTS
ONLY IN
PSYCHIATRIC
CARE AREAS
BELOW
CEILING
LINES
JOINT BETWEEN SILLS AND
EXTERIOR FENESTRATIONS:
GRADE NS
JOINTS BETWEEN
PLUMBING FIXTURES
AND ADJOINING
MATERIALS: GRADE
NS
CONTROL JOINTS
SCHEDULED TO
BE CAULKED:
GRADE NS
EXPANSION JOINTS
NOT EXPOSED TO
UV: GRADE NS -
VERTICAL (AND
CEILING), GRADE P,
USE T - HORIZONTAL
CONTROL JOINTS/
EXPANSION
SCHEDULED TO BE
CAULKED: GRADE
NS AT VERTICAL,
GRADE P USE T AT
HORIZONTAL
JOINT BETWEEN
WALLS AND
ACOUSTICAL GRID:
GRADE NS
INTERIOR DOOR FRAMES
NOT EXPOSED TO UV, AT
INTERSECTION OF WALL
AND FRAME: GRADE NS, P
TYPICAL. USE SINGLE
COMPONENT URETHANE
SEALANT GRADE NS, T AT
FLOOR INTERSECTION
WALL
PERIMETERS
HEAD OF WALL JOINTS
JOINT BETWEEN INTEGRAL
BASE AND DOOR FRAMES:
GRADE NS
VERTICAL JOINTS AT
INSIDE CORNERS OF
CERAMIC TILE
CONDITIONS: GRADE
NS
PENETRATIONS
OF MECHANICAL
EQUIPMENT IN
SMOKE TIGHT
WALLS: GRADE
NS
JOINTS BETWEEN
DIS-SIMILAR
MATERIALS: GRADE
NS
INTERIOR DOOR
FRAMES NOT
EXPOSED TO UV, AT
INTERSECTION OF
WALL AND FRAME:
GRADE NS, P
TYPICAL.
JOINTS WHERE NO
MOVEMENT IS EXPECTED:
GRADE NS
SMOKE RESISTANT
EXPANSION JOINTS
(WHERE SILICONE
SEALANTS ARE NOT
UTILIZED)
EXPANSION JOINTS EXPOSED
TO UV: GRADE NS VERTICAL,
GRADE P USE T - HORIZONTAL
JOINT BETWEEN
TILED FLOOR AND
WALL
INTERSECTIONS:
GRADE NS, USE T
TERMINATION OF
VINYL WALL
COVERING:
GRADE NS
BETWEEN
COUNTERTOP AND
WALL SURFACES,
JOINTS BETWEEN
SILLS AND
EXTERIOR
FENESTRATIONS:
GRADE NS
JOINTS WHERE NO
MOVEMENT IS
EXPECTED: GRADE
NS
JOINTS BETWEEN DIS-SIMILAR
MATERIALS SUBJECT TO UV
EXPOSURE: GRADE NS
BETWEEN
COUNTERTOP AND
WALL SURFACES:
GRADE NS
JOINT BETWEEN
WALLS AND
ACOUSTICAL
GRID: GRADE NS
JOINTS BETWEEN
PLUMBING
FIXTURES AND
ADJOINING
MATERIALS: GRADE
NS
JOINTS BETWEEN
DIS-SIMILAR
MATERIALS NOT
SUBJECT TO UV
EXPOSURE:
GRADE NS
JOINT BETWEEN
INTEGRAL BASE
AND DOOR FRAMES:
GRADE NS
1. SUBMIT SEALANT SCHEDULE PRIOR TO INSTALLATION OF SEALANTS INDICATING WHERE SEALANT IS SCHEDULED TO BE INSTALLED FOR APPROVAL. PROVIDE ACTUAL SAMPLES FOR COLOR SELECTION FROM FULL RANGE OF COLORS FOR EACH SEALANT SCHEDULED TO BE INSTALLED. SEALANTS MUST BE FROM ONE OF THE PRODUCTS LISTED BELOW
2. SILICONE SEALANT
2.1. DOW CORNING CORPORATION: 795 SILICONE BUILDING SEALANT
2.2. MOMENTIVE PERFORMANCE MATERIALS (GE): SILPRUF NB SCS9000
2.3. PECORA CORPORATION: 890 NST SILICONE SEALANT
2.4. TREMCO: SPECTREM 1
3. URETHANE JOINT SEALANTS
3.1. BASF BUILDING SYSTEMS (SONNEBORN): SONOLASTIC NP-1
3.2. BOSTIK, INC.: CHEM-CALK 2020
3.3. SIKA CORPORATION: SIKAFLEX-1A
4. MULTI-COMPONENT NON-SAG URETHANE
4.1. DYNATROL II
4.2. TREMCO DYMERIC 240/240FC
5. ACOUSTICAL SEALANT (EXCEPT HEAD OF WALL)
5.1. PECORA AC-20 FTR
5.2. USG SHEETROCK ACOUSTICAL SEALANT
6. ACOUSTICAL SEALANT (HEAD OF WALL)
6.1. FIRE JOINT SPRAY (CFS-SP WB), MANUFACTURED BY HILTI INC., TULSA, OKLAHOMA, PHONE: 800-879-6000
6.2. RECTORSEAL SMOKE AND ACOUSTIC SEALANT, MANUFACTURED BY RECTORSEAL, HOUSTON, TEXAS, PHONE: 800-231-3345
7. TAMPER RESISTANT URETHANE (POLYURETHANE) SEALANT
7.1. PECORA DYNAFLEX
7.2. BASF MASTERSEAL CR 195
7.3. SIKAFLEX 2C NS TG
8. TAMPER PROOF EPOXY SEALANT
8.1. PECORA DYNAPOXY EP-1200
SEALANT NOTES
GENERAL
G001 TITLE SHEET
HVAC
MS101 BOILER PLANT AND SITE PLANS
MD101 SUB-BASEMENT DEMOLITION PLAN
MD102 BASEMENT DEMOLITION PLAN - WEST
MD103 BASEMENT DEMOLITION PLAN - EAST
MD104 SECOND FLOOR DEMOLITION PLAN
MD105 FOURTH FLOOR DEMOLITION PLAN
MD106 SIXTH FLOOR DEMOLITION PLAN
MP101 SUB-BASEMENT NEW WORK PLAN
MP102 BASEMENT NEW WORK PLAN - WEST
MP103 BASEMENT NEW WORK PLAN - EAST
MP104 SECOND FLOOR NEW WORK PLAN
MP105 FOURTH FLOOR NEW WORK PLAN
MP106 SIXTH FLOOR NEW WORK PLAN
M501 DETAILS
M601 SCHEDULES
ELECTRICAL
ED101 SUB-BASEMENT DEMOLITION PLAN
EP101 SUB-BASEMENT POWER PLAN
EP102 SIXTH FLOOR NEW WORK PLAN
E601 SCHEDULES
J.G.D. K.K.S.
DWG. 01 OF 20
MULTICORELINK:21FEDE0500MS101WZ-21FEDE0500MS101WZ
MULTICORELINK:21FEDE0500MS101WZ-21FEDE0500MS101WZ
MULTICORELINK:21FED0500MD101WFSBE-MD101
MULTICORELINK:21FED0500MD101WFSBE-MD101
MULTICORELINK:21FED0500MD102WF00W-MD102
MULTICORELINK:21FED0500MD102WF00W-MD102
MULTICORELINK:21FED0500MD103WF00E-MD103
MULTICORELINK:21FED0500MD103WF00E-MD103
MULTICORELINK:21FED0500MD104WF02W-MD104
MULTICORELINK:21FED0500MD104WF02W-MD104
MULTICORELINK:21FED0500MD105WF04-MD105
MULTICORELINK:21FED0500MD105WF04-MD105
MULTICORELINK:21FED0500MD106WF06-MD106
MULTICORELINK:21FED0500MD106WF06-MD106
MULTICORELINK:21FED0500MP101WFSBE-MP101
MULTICORELINK:21FED0500MP101WFSBE-MP101
MULTICORELINK:21FED0500MP102WF00W-MP102
MULTICORELINK:21FED0500MP102WF00W-MP102
MULTICORELINK:21FED0500MP103WF00E-MP103
MULTICORELINK:21FED0500MP103WF00E-MP103
MULTICORELINK:21FED0500MP104WF02W-MP104
MULTICORELINK:21FED0500MP104WF02W-MP104
MULTICORELINK:21FED0500MP105WF04-MP105
MULTICORELINK:21FED0500MP105WF04-MP105
MULTICORELINK:21FED0500M501WD-M501
MULTICORELINK:21FED0500M501WD-M501
MULTICORELINK:21FED0500M601WS-M601
MULTICORELINK:21FED0500M601WS-M601
6"HPS-UP
3"HPS-UP
4"CPD-UP
TU
N
N
EL
T O
M
AI
N B
U
IL
D
IN
G
6" AIR
INTAKE
6" ASH LINE
6" ASH INTAKE WITH
GRID, GRID HOPPER
& DUST SHIELD
(2 PER BOILER).
INCLINED
APRON
FEEDER
PIPING
STACKED
ALONG
WALL IN
TUNNEL
REMOVE 3/4" HPC FROM STEAM
MAIN DRIP ABOVE TO LPS.
REMOVE
6" LPS IN
TUNNEL
- SEE
F2/MS101
HPC
G
AS
G
AS
G
AS
G
AS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G as
G
AS
6"HPS, 3"HPS, 6"LPS AND
4"CPD STACKED ALONG
WALL IN TUNNEL
REMOVE 6"LPS
EXPANSION
JOINT IN TUNNEL
REMOVE 6"LPS PIPE IN TUNNEL
FROM SUB-BASEMENT TO BOILER
PLANT (SUPPORTS TO REMAIN).
REMOVE 6"LPS PIPE IN TUNNEL
FROM SUB-BASEMENT TO BOILER
PLANT (SUPPORTS TO REMAIN).
ABANDONED
LPS AND LPCR
IN CONDUIT
REMOVE 6" AND 3" HPS DRIP
TRAPS TO LPS. PROVIDE NEW
TRAPS AND EXTEND 1" HPC TO
SUB-BASEMENT (T-11 AND T-10).
F3 M501
C9
MS101
C9
MS101
SEE DETAIL
THIS SHEET
8" UP
6" H.P. STEAM-DN.
3" H.P. STEAM-DN.
6" LP. STEAM-UP & DN.
4" PUMP DISCHARGE-DN.
FORCED DRAFT FAN-S.W.S.I.
10,000 C.F.M.-3" S.P.- 700 R.P.M.-8.5 B.H.P.
DRIVE-ELECTRIC MOTOR ON
BOILERS 2 & 3 AND COMBI-
NATION ELECTRIC MOTOR &
STEAM TURBINE ON BOILER
NO.1.
MOTOR: 10 H.P.-3 PHASE-208 V.
1200 R.P.M.-60 CVCLE
TURBINE: ALL PURPOSE-100 LBS
OPERATING PRESSURE-5 LBS
BACK PRESSURE.
DUAL DRIVE ON BOILER NO.1
TO SHOW COMBINATION ARRANGEMENT ONLY
BOILER (TYPICAL)
HEATING SURFACE EXCLUSIVE
OF REAR WATER WALL-2924
2"
2"
1"
HEADER BLOW OFF
(TYPICAL) SEE
DETAIL SHEET
BOILER NO.3
1"
1"
1" UP
1"
3"3"
2"
2"
1"
1"
UP TO FEED WATER
REGULATOR (TYPICAL)
MUD DRUM BLOW-
OFF (TYPICAL) SEE
DETAIL-SHEET
CINDER REINJECTION
SYSTEM-TYPICAL FOR
ALL BOILERS-SEE
SECTION "A-A".
STEAM JETS
(TYPICAL)
BOILER NO.2
3"3"
2"
2"
TO TURBINE DRIVE FOR STOKER
BOILER NO.1
4"
INSTRUMENT AND
COMBUSTION CONTROL
PANEL (SEE SPECS)
R
EM
O
VA
BL
E
AC
C
ES
S
PA
N
EL
S
O N
B
AC
K
SPREADER TYPE
STOKER. (1 PER BOILER)
ELECTRIC MOTOR-1 HP-
3 PHASE-208V.-60~
1750 RPM-(1 PER BOILER)
4"
TUBULAR DUST
COLLECTOR
(TYPICAL ALL BOILERS)
SEE SECTION "A-A"
RECIPROCATING DUPLEX
BOILER FEED PUMPS. NO.1
UNIT ARRANGED FOR TUBE
CLEANER SERVICE.
PUMPS-THREE-EACH TO DE-
LIVER 15000 LBS/HR. AT 175 LBS.
PRESSURE.
ENGINE RATED AT 100 LBS
WITH 5 LB DISCHARGE PRESSURE
FOR PIPING SEE DETAIL
THIS SHEET
FUNNEL-SEE ISOMETRIC
DETAIL OF TYPICAL PIPING
& CONNECTIONS FOR BOILER
FEED PUMPS
4" VENT
TO FLOOR DRAIN
SEE BSMT. PLAN-THIS SHEET
4" 3" 3" 3"
4"
4" 3"
4"
2" 3" 11
4"
3"
1"
2"
ASH HANDLING CONTROL
PANEL-SEE DETAIL
THIS SHEET.
2" H
.P . S
TE
AM
. U P.
2"
4"
3" 3"
NO.
1 FUNNEL
4"
NO.
FLOOR
DRAIN
FUNNEL
NO.
FLOOR
DRAIN
FUNNEL
1"1"
2"
PN
68 U.H.
1610 R.P.M.
256 C.F.M.42 U.H.
850 R.P.M.
135 C.F.M.
REMOVE 3/4" HPC
TO TUNNEL BELOW.
SEE C7/MS101
EXTEND NEW 1" HPC
PIPE TO LPS MAIN
AT X=11'-0"
REPLACE HP DRIP
TRAP NEAR FLOOR
F3 M501
T-
6" H.P. STEAM
3" H.P. STEAM
REMOVE 6"-5# STEAM
4" ROW WATER
2" SOFT WATER
4" RUMP D.S.C.
FA
TEL
SEC
PRI
A-A
A-A
ELECTRICAL
CONDUITS TIGHT
TO TUNNEL WALL
REMOVE 6" LPS
NEW 1" DRIP TRAPS
(T-11 AND T-10)
F3 M501
1" HPC THRU TUNNEL
TO SUB-BASEMENT
BOILER PLANT AND SITE PLANS
MS101J.G.D. K.K.S.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MS101
C7 BOILER PLANT FOUNDATION PLAN
1/8" = 1'-0"
MS101
F2 SITE PLAN
1" = 30'-0"
N
4'0" 2' 8' 12'
N
4'0" 2' 8' 12'
N
15'0' 30' 45'
MS101
F7 BOILER PLANT FIRST FLOOR PLAN
1/8" = 1'-0"
MS101
C9 TUNNEL SECTION
NO SCALE
DWG. 02 OF 20
AutoCAD SHX Text
DN.
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UP
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DAMPER
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SMOKER
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STORAGE
AutoCAD SHX Text
COMPACTOR PAD
AutoCAD SHX Text
HVAC, MISC EQUIP.
AutoCAD SHX Text
BLDG 2
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BOILER PLANT/GARAGE
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BLDG 10
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BLDG 3
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MAIN BUILDING 1
AutoCAD SHX Text
BLDG 12
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BLDG 19
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SALT SHED
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(4)BENCH PAD
AutoCAD SHX Text
FUEL STATION
AutoCAD SHX Text
CONTROLS
AutoCAD SHX Text
INCENERATOR STORAGE
AutoCAD SHX Text
ELECT. SWITCHGEAR
AutoCAD SHX Text
CONTROLS
AutoCAD SHX Text
FUEL STATION
AutoCAD SHX Text
TUNNEL
AutoCAD SHX Text
BLDG 11
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SALT SHED
AutoCAD SHX Text
BLDG 19
AutoCAD SHX Text
STORAGE
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HAZ. STORAGE
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CONC WALK
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MAIN BUILDING 1
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BLDG 3
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BLDG 10
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BOILER PLANT/GARAGE
AutoCAD SHX Text
BLDG 2
AutoCAD SHX Text #20
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SMOKER
AutoCAD SHX Text #17
MULTICOREVIEWLINK:M501,X005 - HPS TRAP ASSEMBLY
MULTICORELINK:21FED0500M501WD-M501
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text 1"
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MULTICOREVIEWLINK:M501,X005 - HPS TRAP ASSEMBLY
MULTICORELINK:21FED0500M501WD-M501
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
MULTICOREVIEWLINK:M501,X005 - HPS TRAP ASSEMBLY
MULTICORELINK:21FED0500M501WD-M501
2"LPC
8" MPS HEADER
CPD
MPS (1-1/4") PRV 110# - 60#
TO BOILER PLANT
MPS (2-1/2" AND 2") PRV 110# - 50#
LPS (2-1/2" AND 2") PRV 50# - 10#
1-1/2"LPS-UP
1"LPC-UP
PI
TC
H 2" X=
1' -1
0"
MPS/C TO AIR
CURTAIN
6"LPS
4"CPD
6"HPS-TO BOILER PLANT
3"HPS-TO BOILER PLANT
3/4"MPC
REMOVE 1" LPS
3/4"HPC
3/4"HPC
MPC TO
TUNNELCAP
REMOVE 3/4" LPC
DRIP AND PIPE
REMOVE 100' OF ABANDONED 1" MPC
PIPE THRU TUNNEL AT EAST
REMOVE 350' OF 6" LPS PIPE TO
BOILER BUILD THRU TUNNEL - SEE MS101
REMOVE HPS - 4" PRV, GATE VALVE AND
4x6 RELIEF VALVE
MPC MPC
REMOVE (4) PRV AIR LOADERS AND PIPE TO PRV
6"
6"
3"
1"
4"CPD
X=9'-4"
6" LPS
CPD
1" 20 PSI STEAM
SUPPLY AND
CONDENSATE
RETURN
1"
2"
V
6"
TO KITCHEN
PRV
4" LPS
HX-3
HX-4
3" TO DOM. WH HEADER
2"
3"
1 "12
X=1'-3" 8"
3"V X=7'-8"
X=9'-4"
NEW CONNECTION
1 "12
3"LPC
X=15"
TEMPORARILY LOCATE CONDENSATE
RECEIVER AND PUMP #1 HERE. SET
ON 2" PAD.
CP
D
NEW CONNECTION
EXTEND 2"
2"
2"
3 1/2"
3 12"
6"
2"
6"
2 1/2"
2"
4" 6"
2 1/2"
5" 2"
6"
3"
12" LPS HEADER
6" 10"
4"CPD
4" HPS UP
4"3"
1"
4"CPD
X=9'-4"
2" OVERFLOW TO
FLOOR DRAIN
6" LPS
8" HPS HEADER
4" X=6'-8"
4"
3" LPC UP
4" LPS UP
2" MPS UP
3"
8" MPS HEADER
4"
1" HPC-UP
4" HPC
3/4" HPC
2" HPC
2" HPC
X=6'-4"
2" HPC
2" HPC
4" HWS/R-UP
2"
CPD
V
1" 20 PSI STEAM
SUPPLY AND
CONDENSATE
RETURN
1"
2"
CPD
CP
D
CONDENSATE PUMP
V
MPS (1-1/4") PRV 110# - 60#
6"
3/4"
TO KITCHEN
PRV
6" MPS-UP
2" MPC-UP
X=9'-3"
X=8'-1"X=7'-8" X=7'-8"
X=6'-10"
MPS (2-1/2" AND 2") PRV 110# - 50#
LPS (2-1/2" AND 2") PRV 50# - 10#
4" LPS
HX-3
HX-4
3" TO DOM. WH
6"
4"
2"
3"
3"
4"
4"
3"
3/4"
X=1'-9"
2" X=9'-8"
X=8'-2"
3"LPC-UP
X=2'-6"
3" X=8'-0"
4"
2"MPS
6" LPS
HEADER
6"LPS
6"MPS
HPS 1/2" PRV 100# - 40#
2"
2"
4"2- 1/2" 2-1/2"
3/4" LPS TRAP
1"
4"
X=5'-3"
3/4"HPC
3/4"HPC
REMOVE (5) MPC
AND HPC DRIP
TRAPS TO LPS PIPE
CAP
6"
6"
REMOVE HPS - 4" PRV, GATE VALVE AND
4x6 RELIEF VALVE
CAP
6" V-UP
6"
4" V
3"
CAP
CAP
REMOVE HPS, DRIP AND
PRV TO PUMP TRAPS
REMOVE (2) COND STEAM
PUMP TRAPS, TANK AND
PIPING
SEE PLAN FOR TEMPORARY PUMP
AND RECEIVER TO ALLOW FOR NEW
EQUIPMENT INSTALLATION.
1 "12
1 "12
CAP
REMOVE A SECTION
OF VENT PIPE
REMOVE 4" LPC
AND STRAINER TO
TANK
REMOVE A SECTION OF 1 1/2"
LPC FROM DOMESTIC
HEATERS
V
X=1'-3"
CAP
REMOVE LPS - 4"PRV,
GATE VALVE AND 4x6
RELIEF VALVE
8"
8"
3"V X=7'-8"
REMOVE (4) PRV AIR LOADERS AND PIPE TO PRV
10"
TCP
REMOVE 12'-0" SECTION
REMOVE
REMOVE
3/4"
AND PIPING
OF
4"HWS/R
X=8'-6"
X=9'-4"
REPLACE PRV
REPLACE PRV
ST
EA
M
TU
NN
EL
FD
FD FD
FD
STAIR 2
UP
UP
SERVICE
ELEV
S004
S001
S002
S003
SUB-BASEMENT DEMOLITION
PLAN
MD101
DWG. 03 OF 20
2'0" 1' 4' 6'
N
KEYPLAN
NO SCALE
N J.G.D. K.K.S.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD101
F3 SUB-BASEMENT DEMOLITION PLAN
1/4" = 1'-0"
MD101
C8 SUB-BASEMENT TEMPORARY CONDENSATE TANK AND PUMP PLAN
1/4" = 1'-0" 2'0" 1' 4' 6'
N
REMOVE PUMP AND PIPING WHEN OTHER
SYSTEM IS OPERATIONAL AND MOVE
EQUIPMENT UP TO SIXTH FLOOR.
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
AutoCAD SHX Text
ERV
AutoCAD SHX Text
AutoCAD SHX Text
ERV
AutoCAD SHX Text
AutoCAD SHX Text
AHU
AutoCAD SHX Text
AutoCAD SHX Text
AHU
AutoCAD SHX Text
VHAIROKleinD Pencil
VHAIROKleinD Typewritten Text Replace valve
VHAIROKleinD Typewritten Text Removed and replace 6" MPS steam valve as marked
VHAIROKleinD Text Box Asbestos estimated quantity
(11) Aircell elbows
(3) steam gaskets
FLT
AHU
AHU-6
TCP
AHU-6
-1225 SUP
-270 O.A. (22%)
-955 RET
TUNNEL ACCESS
(CONFINED SPACE)
2"3/4"
2" HWS/R UP
3" HWS/R
3/4"
1" DOWN THRU
ABANDONED
CONVECTOR
3/4"
3/4"
EXISTING 1-1/4" PRV
50# TO 10# W/ BYPASS
2 1/2" MPS-DN
S-1
S-2 R-1
R-2
R-3
S-3
R-4
X=7'-0"
2" LPCR-DN
EXISTING AHU-016
FRPS
S-4
R-5
3/4" 1"
EXISTING
CONVECTOR
T
FCU-001
1"
EXISTING
CONVECTOR
4"
1"
1"
EX. STEAM COIL
EX. HUMIDIFIER
LPS
LPC
LPS
LPC
1"
EX. FTR
1-1/4"LPCR-DN
1 1/2" LPS
3/4"LPCR-DN
1"LPS
T
1-1/2"
1-1/2" 3/4"
3/4" DRIP TRAP
X=10'-0"
X=8'-5"
3/4"
X=7'-9" FRPS(TYP.)
FRPS
1" LPS-UP
1" LPCR-UP
3" LPS
HEADER
DEMO PIPE
SEE DETAIL
E1/M501
2"
TCP
V
2"
REMOVE 1-1/2x2
RELIEF VALVE AND
PIPING TO
EXTERIOR
EXISTING
AHU
EXISTING
RETURN
FAN
2" HPS DN
TO TUNNEL
EXISTING PRV
125# TO 10#
EXISTING SNOW MELT
SYSTEM CONTROL
PANEL
2"
EX. AIR SEP
EXPANSION TANK
TO EXISTING SNOW MELT SYSTEM
1 1/4"
HX-21 P-1
P-2
R-53
S-54 R-5
S-5
S-50
R-51
S-51
CONV. AT FLOOR LINE
S-53
S-52 R-52
1-1/2"LPCR-DN
EXISTING
STEAM COIL
3"LPS
EXISTING
HUMIDIFIER
EX. FTR
EX. FTR
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4"
BASEMENT DEMOLITION PLAN - WEST
MD102
DWG. 04 OF 20
KEYPLAN
NO SCALE
N
N
2'0" 1' 4' 6'
J.G.D. K.K.S.
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
SEE GENERAL NOTE 1 FOR
THIS AREA. VA PROJECT
585-18-114 (UPGRADE
ENTRANCES).
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD102
F3 PARTIAL BASEMENT FLOOR PLAN - DEMOLITION (SOUTH)
1/4" = 1'-0"
MD102
C5 PARTIAL BASEMENT FLOOR PLAN - DEMOLITION (NORTH)
1/4" = 1'-0"
N
2'0" 1' 4' 6'
NO DEMOLITION WORK - SEE NEW
WORK PLAN. PLAN INCLUDED FOR
REFERENCE ONLY
AutoCAD SHX Text K-4330
AutoCAD SHX Text
KINGSTON
AutoCAD SHX Text
C_TOILETS
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text K-4330
AutoCAD SHX Text
KINGSTON
AutoCAD SHX Text
C_TOILETS
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
FE
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
MULTICOREVIEWLINK:M501,X002 - STEAM PIPING IN MECH. RM. #B018C
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X002 - STEAM PIPING IN MECH. RM. #B018C
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X002 - STEAM PIPING IN MECH. RM. #B018C
MULTICORELINK:21FED0500M501WD-M501
AutoCAD SHX Text
FE
AutoCAD SHX Text T
FIRE
EQUIP
UP
STAIR 3
EX. H-1
MOD
(2)150CFM
EXISTING OA
DAMPER
1"
1 1/2"
3/4" 3/4" 1 1/2"
1 1/2"
2" 1 1/4"
1 1/2"
2"HWR/S
1-1/2"
3"
HW
R/ S
3"HWR/S
1 1/2"
1 1/2" 1"
AHU
2"HWS&R
1"
1"
3/4"
3/4"1"
1" H
W S/
R-
DN
TO
T
UN
NE
L
3/4"
EX. STEAM COIL
2" JACKETED AND
INSULATED RIGID PIPE
SNOW MELT
SYSTEM
CONTROL
PANEL
M
1-P 3
1-AS 1 1-ET 1
2" LPS
1-SWHX
2" LPC
1-P 2
3/4"
S-15R-15
R-44
S-43 R-43 S-42
R-42 R-41
R-37
S-37
S-36
R-36
S-35
R-39
R-40
S-41
S-40
R-35
S-34
S-29
S-31 R-30R-31
R-34
3/4"
1"LPS
X=9'-3"
4"
LP
S X=
8'- 7"
PI
TC
H
1"
111x64
PLENUM
108x60 X=24"
84/64 PLENUM
X=12"
14" X=5'-2"
14" @ X=7'-7"
20x12 RELIEF X=18'-4"
36x30 PLENUM
39x72
OUTSIDE
INSULATION
14"-UP TO SECOND
FLOOR ROOF
88x74 OPEN 34x68 LOUVER X=12"
20x12
36x16 EXHAUST LOUVER X=5'-1"
36/24 EXHAUST LOUVER
EXISTING RELIEF DAMPER
EXH. FAN F-3
EXHAUST DAMPER CD-4
S-30
38x68 INTAKE LOUVER
36x66 LOUVER
12" ABOVE BOTTOM
1-1/4 HPS-DN
CONTINUED ON FIRST
FLOOR TO HEATED SLAB
PUMP(S)
DP SENSOR
3/4" PRESSURE
REDUCING STATION
W/ BYPASS
ABANDONED
DUCT SERVED
ETO STERILIZERS
C
EX. FC
EX. FC
M
2"LPS
1"LPS/C-UP TO
PHARMACY
2"LPC-DN
1"MPC
1"LPC
3/4" HWS/R
3/4" HWS/R
1" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
1" HWS/R
3/4" HWS/R
UP TO CAB HTR
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R UP
TO (2) CONVECTORS
1- 1/2
"L
PS
-D N
1"
LP
C-
DN
1"LPS/C-UP
1"
4"
3"
21x25 OUTSIDE
INSULATION
X=9'-2"
1" LPS
X=7'-10"
3/4"LPC
1"LPS
3/4 "L
PC
3/4"LPC-UP
3/4" MPC-DN
TO TUNNEL
(FRPS)
UP TO
CONVECTOR
UP TO
CONVECTOR
UP TO
CONVECTOR
UP TO
CONVECTOR
UP TO
CONVECTOR
3/4"LPS/C
EX. HUMID.
3/4"
ABANDONED
CONVECTOR
ABANDONED
CONVECTOR
CAP
REMOVE A
SECTION OF
LPS AND CAP
AT DRIP LEG.
B291
B295A
B291B
231B291C
B231A
B231C
B231D
B231
B230B299C-1
B227
B228
B228C
228A
BASEMENT DEMOLITION PLAN - EAST
MD103
DWG. 05 OF 20
KEYPLAN
NO SCALE
N
N
2'0" 1' 4' 6'
J.G.D. K.K.S.
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
GENERAL NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD103
F3 BASEMENT FLOOR DEMOLITION - EAST
1/4" = 1'-0"
AutoCAD SHX Text
FE
http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com
FD FD FD
DWV
ELEC
CABINET
FD
DN
UP
SERVICE
ELEVATOR PASSENGER
ELEVATOR
PASSENGER
ELEVATOR
BASEMENT ROOF
FD
STAIR 2
EF-2
4" HWS/R-UP/DN
1"
3/4" HWS
2" HWS
2" HWR
3/4" HWS
2" HWS
2" HWR
3" HWS
3" HWR
3" HWR
3" HWS
3" HWR
1 1/4" HWS
1 1/4" HWR
1" HWR1" HWS
3/4" HWS
3/4" HWR3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWS
1 1/4" HWR
1" HWS
1" HWR
1 1/4" HWS
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
1 1/4" HWS
1 1/4" HWR
3/4" HWR
3" HWS
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWS
3/4" HWR 3/4" HWS
3/4" HWR
1 1/2" HWS
1 1/2" HWR
HUMIDIFIER
1-SH-5
SERVED
BY AHU-5
- 1" HWR
1" HWS
3/4" HWR
3" HWS
3" HWR
3/4" HWS3/4" HWR
1" HWR
1" HWS
3/4" HWS/R
3/4" HWR
3/4" HWS
1" HWS
1" HWS
1" HWR
3/4" HWR
3/4" HWS
4" HWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
3/4" HWR
3/4" LPC
3/4" LPS
2" LPS RISER
(S-10) UP
2" LPS RISER
(S-10) DN
2" LPS
2" LPS RISER
(R-10) UP & DN
3/4" HWR
3/4" HWS
1"
HWS1"
HWR
3/4" HWS
3/4" HWR
1" HWS
1" HWR
3/4" HWS
3/4" HWR
2" HWR
2" HWS
3/4" HWS
3/4"
HWR
3/4" HWR
3/4" HWS
3/4" HWS
1 1/2" HWS
1 1/2" HWR
3/4" HWS
3/4" HWS
1 1/2" HWS
1 1/2" HWR
3/4" HWR
3/4" HWS
1 1/2"
HWR
1 1/2" HWS
1" HWS
1" HWR
3/4" HWR3/4" HWS
3/4" HWS
3/4" HWR
3/4" HWS
1" HWS
1" HWR
3/4" HWR
3/4" HWR
3/4" HWS
3/4" HWS3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR 3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWS
3/4" HWR
3" HWS
3" HWR
3" HWS
3" HWR
1" HWS
1" HWR
3/4" HWS
3/4" HWR
M T
TT
T
T T
TM
T
T
M T
T T
T
T
T
T
T
T
3"LPC-UP/DN
4"HPS-UP/DN
EXISTING
VFD RACK
4"
1"
4" 1"
3/4"2"
2" HWS
3/4" LPC
2" HWS
2" HWR
3" HWS
3" HWR
4" HWS
4" HWR
3/4" HWR
3/4" HWS
4" HWS 4" HWR
3/4" LPC
3/4" LPS
1-1/2"LPS
1-1/4" LPC
ET-1
4" HWS
4" HWR
2" HPC-UP/DN
HWP-24/25
HX-22/23
2" HWR
AHU-4
AH-15
AH-5
RF-5
T
1"
1"
6" MPS-DN
EXISTING ROOM
EXHAUST FAN
EX. 1-1/4" AND 4" PRV
3" HWS/R-DN
1" HWS/R-DN
3/4" HWR
3/4" HWS
3" HWR3" HWS
HUMIDIFIER
6" 3"
1" LPS 3"
3/4" LPC
3"
8" X=8'-6"
8"
4"
3" LPC-UP/DN
3" LPC-DN
TRAP
3" LPS-UP
1" LPS
3/4" LPS
HUMIDIFIER
3/ 4"
L
PC
3" 6"
1-1/2"GS/R-DN
1-1/2"GS/R
3/4"
3/4"
3/4"
3/4"
3/4"
3/4" EX. FTREX. FTR
EX. FTR
EX. FTR
3"LPC-DN
1" X=0'-6"
1" X=0'-10" 3" X=0'-6"
X=6'-0"
DRAIN AND FILL
GLYCOL HEAT
SYSTEM
1" LPC-UP
X=6'-4"
REMOVE LPS - 4" PRV, GATE
VALVE AND 4x6 RELIEF
VALVE. REFER TO DETAIL
C4/M501. REMOVE
PNEUMATIC PIPE TO AIR
LOADER.
TCP TCP
2171A
21152116 2114
2299B 2112A
2129K 2129L 2113
2112 2111 2109 2107
2111A
2299H
2110C 2110A
2110B
2214 C2-1
2215 2217
2215A
SECOND FLOOR DEMOLITION PLAN
MD104
DWG. 06 OF 20
KEYPLAN
NO SCALE
N
2'0" 1' 4' 6'
N
J.G.D. K.K.S.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD104
F3 SECOND FLOOR DEMOLITION PLAN
1/4" = 1'-0"
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
AutoCAD SHX Text S8
AutoCAD SHX Text R9
AutoCAD SHX Text S9
AutoCAD SHX Text S10
AutoCAD SHX Text R20
AutoCAD SHX Text S19
AutoCAD SHX Text R19
AutoCAD SHX Text S18
AutoCAD SHX Text R18
AutoCAD SHX Text S18
AutoCAD SHX Text S17
AutoCAD SHX Text S16
AutoCAD SHX Text R17
AutoCAD SHX Text R16
AutoCAD SHX Text S17
AutoCAD SHX Text R17
AutoCAD SHX Text S16
AutoCAD SHX Text R18
AutoCAD SHX Text R11
AutoCAD SHX Text R12
AutoCAD SHX Text S12
AutoCAD SHX Text S15
AutoCAD SHX Text R16
AutoCAD SHX Text S14
AutoCAD SHX Text R15
AutoCAD SHX Text S13
AutoCAD SHX Text R12
AutoCAD SHX Text S11
AutoCAD SHX Text R11
AutoCAD SHX Text S-10
AutoCAD SHX Text R-10
AutoCAD SHX Text S-10
MULTICOREVIEWLINK:M501,X007 - BASEMENT STEAM ISOMETRIC
MULTICOREVIEWLINK:M501,X007 - BASEMENT STEAM ISOMETRIC
EXISTING RELIEF HOOD
12x x8
12x6
EXISTING
HUMDIFIER
AD
AD
AD
18X12 ACCESS DOOR MOUNTED
ON SIDE OF DUCT
1 1/2"
3/4"
3/4"
3/4"
1"
1 1/2"
1"
2"
1 1/2" 1 1/2"3/4"
3/4"
2"
3" HPS UP
2" LPC UP
1" HPC UP
1"LPS-UP/DN
1"LPC-UP/DN
1"
2" HPC
2" HPC
2" HPC DN
4" HWS/R UP/DN
1" LPS/C-UP/DN
1" LPS
TTT T
TT
T
T
T
T
T
T
T
M
T
T
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
3/4" LPS
3/4" HWS
2" HWS2" HWR3/4"
HWS
3/4" HWR
3/4" HWS
3/4" HWS
3/4" HWR
2" HWS2" HWR
2" HWR
2" HWS
3/4" HWR3/4" HWS
3/4" HWS3/4" HWR
2" HWS2" HWR
2" HWR2" HWS
3/4" HWS
3/4" HWR
2" HWR2" HWS 3/4" HWS
3/4" HWS2" HWR
2" HWS
3/4" HWR
3/4" HWS
3/4" HWS
3/4" HWR
1" HWR
3/4"
HWR
3/4"
HWS
2 1/2" HWR2 1/2" HWS
2" HWS
2" HWR2" HWR
2" HWS
3/4" HWS
3/4" HWS3/4" HWR3/4" HWR
3/4" HWS
3/4" HWS3/4" HWR
1 1/4" HWR
1 1/4" HWS 1 1/4" HWS
1 1/2" HWR
1 1/2" HWS1 1/2" HWR
3/4" HWR3/4" HWS1 1/4" HWS1 1/4" HWR
1 1/4"
HWR
3/4"
HWS
3/4" HWR3/4" HWS
1 1/2" HWS
2" HWS2" HWR
2-1/2" HWS
2-1/2" HWR
2-1/2" HWS
2-1/2" HWR
2" HWS2" HWR
3/4" HWS3/4" HWS
3/4" HWR
3/4" HWS
2" HWR
2" HWS
2 1/2" HWR
2 1/2" HWS
TTT
T T T
T
T
T
T
T
T
T
T
T
TT
T
T T
T
T
T
T
T
1 1/4"
HWS1 1/4"
HWR
3/4"
HWR
3/4"
HWS
3/4"
HWS3/4"
HWR
1"
HWS1"
HWR
1"
HWS1"
HWR
3/4"
HWS
3/4"
HWR
3/4"
HWR3/4"
HWS
1"
HWR
1"
HWS
3/4"
HWR3/4"
HWS
1"
HWS1"
HWR
3/4"
HWR3/4"
HWS
3/4"
HWS
3/4"
HWR
3/4"
HWR
3/4"
HWR3/4"
HWS
3/4"
HWS
3/4"
HWR
2" HWS
2" HWR
3/4" HWS
3/4" HWR
2" HWR2" HWS
3/4" HWS3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR3/4" HWS
3/4" HWR
2" HWS
2" HWR
2" HWS2" HWR
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
2" HWS
2" HWR
3/4" HWS
3/4" HWR
2" HWS2" HWR
2" HWS2" HWR
1" HWS
1" HWR
3/4" HWS
3/4" HWR
2" HWS
2" HWR
2" HWS
2" HWR
3/4" HWS
3/4" HWR2" HWS2" HWR
3/4" HWS
3/4" HWR2" HWS
2" HWR
3/4" HWS
3/4" HWR
1 1/2" HWR
1 1/2" HWS
3/4" HWR3/4" HWS
1 1/2" HWS
1 1/2" HWR
3/4" HWR
3/4" HWS
3/4" HWS
1 1/2" HWR
1 1/2" HWS
3/4" HWR
3/4" HWS
3/4" HWS
3/4" HWR
1 1/4" HWS
1 1/4" HWR3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWR
1" HWS
1" HWR
3/4" HWR
3/4" HWS
3/4" HWS3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
1" HWS
1" HWR
3/4" HWS3/4" HWR
3/4" HWS
3/4"
HWS
T
T
T 43 "
T
T
T
43 "
T
S
3/4"
4" HWS/R-UP
2 1/2" HWS/R DN
3" HPS-UP
2" LPC UP
1" HPC UP
2"
EXISTING
CONVECTOR
3/4"
3/4"
T
T
T
T
T T
X=7'-10"
2-1/2" HWS/R UP
4" HWS/R-UP/DN
4" HWS/R-UP/DN
2"LPC
3"HPS
3"HPS
1"HPC
2"LPC
1"HPC
4"HPS-DN
3"LPC-DN
EX. HUMID.
3/4"
LPC
EX. CONVECTOR
3/4"HWS/R
-UP/DN
(EXPOSED)
3/4" TO UNIT
W/ VALVES
3/4"HWS/R
-UP/DN
(EXPOSED)
3/4" TO UNIT
W/ VALVES
3/4"HWS/R
-UP/DN
(EXPOSED)
3/4" TO UNIT
W/ VALVES
2"LPC
3"HPS
1"HPC
3"HPS
2"LPC
1"HPC
3"HPS
2"LPC
1"HPC
1"
1"
1 1/2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"3/4"
3/4"
3/4"
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. RAD. HEAT PANEL
EX. RAD. HEAT PANEL
EX. RAD. HEAT PANELEX. RAD. HEAT PANEL
EX. RAD. HEAT PANEL
EX. RAD. HEAT PANEL
1"
1 1/4"
3/4"3/4" 3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOR
EX. CONVECTOREX. CONVECTOREX. CONVECTOR
EX. RAD. HEAT PANEL
EX. RAD. HEAT PANELEX. RAD. HEAT PANEL
3/4"
3/4"
3/4"
3/4"
3/4"
EX. CONVECTOR
EX. RAD. HEAT PANEL
EX. RAD. HEAT PANEL
EX. CONVECTOR
3/4"
EX. CONVECTOR
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
EX. CONVECTOR
EX. CONVECTOREX. CONVECTOREX. CONVECTOR
EX. RAD. HEAT PANEL
3/4" 3/4"
3/4"
3/4"3/4"
EX. CONVECTOR EX. CONVECTOR EX. CONVECTOR EX. CONVECTOR
ROOM
PRESSURE
MONITOR
(TYP.)
3" LPS-UP/DN
(ACTIVE RISER)
1"LPC
REMOVE 3/4" HPS DRIP TRAP AND PIPINGREMOVE 3/4" HPS DRIP TRAP
AND PIPING. CAP AT MAIN.
CAP
CAP
2ND FLOOR ROOF
2ND FLOOR ROOF
FIRST FLOOR ROOF
FIRST FLOOR ROOF
FIRST FLOOR ROOF
FIRST FLOOR ROOF
BASEMENT ROOF
BASEMENT ROOF
BASEMENT ROOF
BASEMENT ROOF
MECH
SHAFT
DUMB
WAITER
DN
STAIR 5
DN
UP
STAIR 2
DN
STAIR 4
PASSENGER
ELEVATOR
PASSENGER
ELEVATOR
SERVICE
ELEVATOR
UPUP
DN
UP
STAIR 1 STAIR 3
UP
DN
LDRY
CHUT
MECH
SHAFT
MECH
SHAFT
3RD FLOOR ROOF
FIRE
EQUIP
FIRE
EQUIP
MECH
SHAFT
PASSENGER
ELEVATOR
K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA
K-4330KINGSTONC_TOILETSVITREOUS CHINA
MECH
SHAFT
PIPE
SHAFT
FOURTH FLOOR DEMOLITION PLAN
MD105J.G.D. K.K.S.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD105
F1 FOURTH FLOOR DEMOLITION PLAN
1/8" = 1'-0"
KEYPLAN
NO SCALE
N
DWG. 07 OF 20
2-HOUR
RATED
SHAFT
2-HOUR
RATED
SHAFT
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S-52
AutoCAD SHX Text R-52
AutoCAD SHX Text S-51
AutoCAD SHX Text S-53
AutoCAD SHX Text R-53
AutoCAD SHX Text S-54
AutoCAD SHX Text S-5
AutoCAD SHX Text R-5
AutoCAD SHX Text R-51
AutoCAD SHX Text S-50
AutoCAD SHX Text R-54
AutoCAD SHX Text S-55
AutoCAD SHX Text R-50
AutoCAD SHX Text S-49
AutoCAD SHX Text R-55
AutoCAD SHX Text R-56
AutoCAD SHX Text S-56
AutoCAD SHX Text R-57
AutoCAD SHX Text R-49
AutoCAD SHX Text S-48
AutoCAD SHX Text R-58
AutoCAD SHX Text S-57
AutoCAD SHX Text R-1
AutoCAD SHX Text S-2
AutoCAD SHX Text S-58
AutoCAD SHX Text S-1
AutoCAD SHX Text R-2
AutoCAD SHX Text R-3
AutoCAD SHX Text S-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text S-4
AutoCAD SHX Text S-6
AutoCAD SHX Text S-5
AutoCAD SHX Text R-6
AutoCAD SHX Text S-7
AutoCAD SHX Text R-7
AutoCAD SHX Text S-10
AutoCAD SHX Text R-10
AutoCAD SHX Text S-9
AutoCAD SHX Text S-10
AutoCAD SHX Text R-9
AutoCAD SHX Text S-8
AutoCAD SHX Text R-10
AutoCAD SHX Text R-11
AutoCAD SHX Text R-12
AutoCAD SHX Text S-11
AutoCAD SHX Text S-12
AutoCAD SHX Text R-48
AutoCAD SHX Text S-47
AutoCAD SHX Text R-47
AutoCAD SHX Text S-46
AutoCAD SHX Text S-6
AutoCAD SHX Text R-8
AutoCAD SHX Text R-46
AutoCAD SHX Text R-44
AutoCAD SHX Text S-44
AutoCAD SHX Text R-44
AutoCAD SHX Text S-44
AutoCAD SHX Text S-43
AutoCAD SHX Text R-43
AutoCAD SHX Text S-42
AutoCAD SHX Text S-39
AutoCAD SHX Text R-37
AutoCAD SHX Text S-37
AutoCAD SHX Text S-36
AutoCAD SHX Text R-36
AutoCAD SHX Text S-35
AutoCAD SHX Text R-39
AutoCAD SHX Text R-40
AutoCAD SHX Text R-35
AutoCAD SHX Text S-34
AutoCAD SHX Text S-40
AutoCAD SHX Text S-41
AutoCAD SHX Text R-30
AutoCAD SHX Text S-31
AutoCAD SHX Text R-29
AutoCAD SHX Text S-29
AutoCAD SHX Text R-28
AutoCAD SHX Text R-27
AutoCAD SHX Text S-30
AutoCAD SHX Text S-28
AutoCAD SHX Text S-27
AutoCAD SHX Text R-26
AutoCAD SHX Text S-26
AutoCAD SHX Text R-25
AutoCAD SHX Text S-24
AutoCAD SHX Text S-25
AutoCAD SHX Text S-23
AutoCAD SHX Text R-24
AutoCAD SHX Text R-23
AutoCAD SHX Text R-22
AutoCAD SHX Text S-22
AutoCAD SHX Text S-18
AutoCAD SHX Text R-18
AutoCAD SHX Text R-19
AutoCAD SHX Text S-18
AutoCAD SHX Text S-19
AutoCAD SHX Text R-20
AutoCAD SHX Text R-18
AutoCAD SHX Text S-16
AutoCAD SHX Text S-17
AutoCAD SHX Text S-20
AutoCAD SHX Text R-42
AutoCAD SHX Text R-41
AutoCAD SHX Text R-34
AutoCAD SHX Text S-32
AutoCAD SHX Text R-32
AutoCAD SHX Text R-31
AutoCAD SHX Text R-16
AutoCAD SHX Text S-17
AutoCAD SHX Text S-32
AutoCAD SHX Text S-13
AutoCAD SHX Text S-14
AutoCAD SHX Text R-15
AutoCAD SHX Text S-15
AutoCAD SHX Text S-13
AutoCAD SHX Text R-13
AutoCAD SHX Text R-14
AutoCAD SHX Text
AutoCAD SHX Text S-3
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
3/4"
2" 3/4"
3/4"
3/4" 3/4"
4" HWS/R DN
TO 2ND/3RD
2"
61 EDR
25 EDR
2" 1"
2" HW
1"
3" HPS-DN
2" LPC-DN
1" HPC-DN
31 EDR8 EDR
EXISTING
PUMPS
EXISTING
ROLAIRTROL
EXISTING
HEAT
EXCHANGERS
(STACKED)
HWS-DN TO
CHILLER
HWR-DN TO
CHILLER
6" CWS/R-UP
6"3"
2-1/2" HWS/R-DN
2 1/2" HWS/R-DN
EXISTING
UNIT HEATER
EXISTING
UNIT HEATER
TO 4TH FLOOR
TO 5TH FLOOR
HX
AHU
HX
3"HPS
6"
PRV
6"LPS
STEAM PIPING IN THIS
AREA VERTICALLY
STACKED ALONG WALL
D D
1-1/4"
1-1/4"
3/4" TRAP (TYP.)
2" X=8"
RELIEF VENT TO OUTSIDE
LPS/LPCR TO
STEAM HUMID.
X= 8'
-7
X= 1'-
X= 6'-
5"
2" X=8"
2" X=4'-4"
VFD
1"
2" X=8"
A
A
REMOVE A SECTION
OF 2" LPC PIPE
REMOVE 2" DRIP TRAP
AND PIPING FOR HX.
SALVAGE TRAP.
REMOVE A SECTION OF HPS
BYPASS PIPE PER DETAIL
C7/M501.
TCP
REMOVE HPS DRIP TRAP
(CONNECTED TO STRAINER).
SALVAGE VALVES TO TRAP.
V
2" VENT TO
OUTSIDEBASEMENT ROOF
3/4"
3/4"
3/4"
53 EDR 70 EDR
3/4"
2 1/2" HW
61EDR
AHU
6" CWS/R-UP
3" HPS-DN
2" LPC-DN
1" HPC-DN
3"HPS
4" HWS/R DN
6"
5" HWS/R DN
EXISTING
PUMP
1 "14
1-1/4"
1-1/4"
PRV
VFD
61EDR
8EDR
HX
HX
EXISTING HEAT
EXCHANGERS
(STACKED)
?? EDR
90 CFM EACH
315CFM
130CFM
60CFM
6"LPS
2"LPC
RELIEF VENT
TO OUTSIDE
STEAM PIPING IN THIS AREA
VERTICALLY STACKED ALONG WALL
1-1/4"
2" X=8"
3/4" TRAP (TYP.)
2-1/2"
TRAP
(TYP.)
2-1/2" X=1'-2"
2-1/2" X=1'-10"
X=90"
X=2'-1"
X=6'-4"
3/4" X=1'-5"LPS/LPCR TO
STEAM HUMID.
REMOVE A SECTION
OF 2" LPC PIPE
A
A
REMOVE A SECTION OF HPS
BYPASS PIPE PER DETAIL
C7/M501.
1"
TCP
REMOVE HPS DRIP TRAP
(CONNECTED TO STRAINER).
SALVAGE VALVES TO TRAP.
V
2" VENT TO
OUTSIDE
2ND FLOOR ROOF
FIRST FLOOR ROOF
4TH FLOOR ROOF
FIRST FLOOR ROOFFIRST FLOOR ROOF
EXTG.
SIXTH FLOOR DEMOLITION PLAN
MD106
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MD106
F1 SIXTH FLOOR DEMOLITION PLAN - WEST
1/4" = 1'-0"
KEYPLAN
NO SCALE
N
MD106
F6 SIXTH FLOOR DEMIOLITION PLAN - EAST
1/4" = 1'-0"
A
REMOVE THE 3/4" LPC CONNECTION FROM THE DRIP TRAPS TO
THE LPC MAIN.
- REMOVE ALL DUCTS, PIPING, AND EQUIPMENT NOTED AND/OR
SHOWN DASHED.
- GENERAL TRADE SHALL PATCH WALL OPENINGS REMAINING AFTER
DEMOLITION TO MATCH ADJACENT SURFACES.
(THIS SHEET ONLY)
PLAN KEYED NOTES
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
J.G.D. K.K.S.
DWG. 08 OF 20
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MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
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MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
MULTICORELINK:21FED0500M501WD-M501
MULTICOREVIEWLINK:M501,X008 - SIXTH FLOOR STEAM ISOMETRIC
2"LPC
2"
2"
3 1/2"
3 12"
6"
2"
6"
2 1/2"
2"
4" 6"
2 1/2"
5" 2"
6"
3" 6" 10"
4"CPD
1"
4"CPD
X=9'-4"
6" LPS
8" HPS HEADER
4" X=6'-8"
4"
2" MPS UP
3"
8" MPS HEADER
4"
4" HPC
3/4" HPC
2" HPC
2" HPC
X=6'-4"
2" HPC
2" HPC
2"
CPD
1" 20 PSI STEAM
SUPPLY AND
CONDENSATE
RETURN
1"
2"
CPDCPD
CP
D
V
MPS (1-1/4") PRV 110# - 60#
6"
3/4"
TO BOILER PLANT
TO KITCHEN
PRV
6" MPS-UP
2" MPC-UP
X=9'-3"
X=8'-1"X=7'-8" X=7'-8"
X=6'-10"
MPS (2-1/2" AND 2") PRV 110# - 50#
LPS (2-1/2" AND 2") PRV 50# - 10#
4" LPS
HX-3
HX-4
3" TO DOM. WH
6"
4"
2"
3"
3"
4"
4"
3"
2"
2"
3/4"
X=1'-9"
2" X=9'-8"
X=8'-2"
3"LPC-UP
1-1/2"LPS-UP
1"LPC-UP
PITCH
PI
TC
H X=
3' -7
2" X=
2' -0
2" X=
1' -1
0"
4"
MPS/C TO AIR
CURTAIN
2"MPS
6" LPS
HEADER
4"CPD
6"HPS-TO BOILER PLANT
3"HPS-TO BOILER PLANT
6"MPS
1-1/2"LPC-UP
2"
2"
2- 1/2" 2-1/2"
4"
3/4"MPC
3/4"HPC
6"
6" V-UP
4" V
3"
1 "12
V
X=1'-3"
NEW 2" GATE VALVE IN
EXISTING HPS PIPING
NEW 2" GLOBE VALVE
AND BYPASS PIPE
1"
NEW 2" GLOBE VALVE
AND BYPASS PIPE
2-1/2" CONN. TO
VENT. X=7'-8"
3"
4" X=15"
1-1/2"LPC X=1'-3"
3"
2"
1-1/2"
3"
3"V X=7'-8"
10"
TCP
3/4"
NEW COND TANK/PUMP
PACKAGE SET IN PIT.3
REMOVE AND REPLACE
RAILING AS REQUIRED FOR
TANK RIGGING.
7 3A
7 2A
1"
1" HPC THRU TUNNEL TO
NEW DRIPS - SEE MS101
(220'-0")
T-6 T-7
T-8
T-9T-5
NEW CONDENSATE
TANK/PUMP SET ON
CONCRETE PAD
E3 M501
1" LPS DRIP TRAP TO
HEADER. NEW 3" DIRT LEG
PI
TC
H
1"D X=10"
1-1/4"V
1-1/4"V
1"D X=12"
FD
FD FD
FD
STAIR 2
UP
UP
ELEV
S004
S001
S002
SUB-BASEMENT NEW WORK PLAN
MP101
DWG. 09 OF 20
4'0" 2' 8' 12'
N
KEYPLAN
NO SCALE
N J.G.D. K.K.S.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MP101
F3 SUB-BASEMENT NEW WORK PLAN
1/4" = 1'-0"
(THIS SHEET ONLY)
PLAN KEYED NOTES
NEW CONNECTION TO (4) HPC 3/4" DRIP PIPES. EXTEND TO LPS
HEADER WITH CHECK VALVE IN EACH. SEE DETAIL M3/H501.
NEW CONNECTION TO EXISTING PIPING.
NEW LPS PRV-3B. EXTEND 4x2 REDUCER TO PRV. 2x4 INCREASER TO NEW GATE VALVE AND 4x10 INCREASER AT CONNECTION.
NEW MPS PRV-2B. EXTEND 4x2 REDUCER TO PRV. 2x4 INCREASER TO NEW GATE VALVE AND 4x10 INCREASER AT CONNECTION.
PROVIDE 1" DRAIN VALVE AND PIPE TO FLOOR DRAIN.
ROTATE EXISTING STRAINER 90° TO BE PARALLEL TO FLOOR. REPIPE
DRAIN TO ELBOW DOWN.
REPLACE STEAM PRV WITH NEW - SEE SCHEDULE. RECONNECT
STEAM PILOT.
CONNECT NEW DDC POINTS TO TCP.
REINSULATE 12" STEAM HEADER. PROVIDE PVC BAGGING.
INSTALL OWNER FURNISHED 6" HPS VALVE TO REPLACE EXISTING.
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
AutoCAD SHX Text
ERV
AutoCAD SHX Text
AutoCAD SHX Text
AHU
AutoCAD SHX Text
MULTICOREVIEWLINK:M501,X003 - Det0002 STEAM MAIN DRIP
MULTICORELINK:21FED0500M501WD-M501
VHAIROKleinD Pencil
VHAIROKleinD Typewritten Text Replace valve
VHAIROKleinD Typewritten Text Replace 6" MPS valve as marked
VHAIROKleinD Text Box Cast iron is not acceptable per VA design alert 151.
Any bolt that is removed on steam and condensate flanges will be replaced with Grade A193 bolt, A194 Nut, and F436 Washer or equivalent grade.
FLT
AHU
AHU-6
TCP
AHU-6
-1225 SUP
-270 O.A. (22%)
-955 RET
TUNNEL ACCESS
(CONFINED SPACE)
2"3/4"
2" HWS/R UP
3" HWS/R
3/4"
1" DOWN THRU
ABANDONED
CONVECTOR
3/4"
3/4"
EXISTING 1-1/4" PRV
50# TO 10# W/ BYPASS
2 1/2" MPS-DN
S-1
S-2 R-1
R-2
R-3
S-3
R-4
X=7'-0"
2" LPCR-DN
EXISTING AHU-016
FRPS
S-4
R-5
3/4" 1"
EXISTING
CONVECTOR
T
FCU-001
1"
EXISTING
CONVECTOR
4"
1"
1"
EX. STEAM COIL
EX. HUMIDIFIER
LPS
LPC
LPS
LPC
1"
EX. FTR
1-1/4"LPCR-DN
1 1/2" LPS
3/4"LPCR-DN
1"LPS
T
1-1/2"
1-1/2" 3/4"
3/4" DRIP TRAP
X=10'-0"
X=8'-5"
3/4"
X=7'-9" FRPS(TYP.)
FRPS
1" LPS-UP
1" LPCR-UP
3" LPS
HEADER
2"
TCP
3" VENT TO
OUTSIDE
V
47A
D9
M501
EXISTING
AHU
EXISTING
RETURN
FAN
2" HPS DN
TO TUNNEL
EXISTING PRV
125# TO 10#
EXISTING SNOW MELT
SYSTEM CONTROL
PANEL
2"
EX. AIR SEP
EXPANSION TANK
TO EXISTING SNOW MELT SYSTEM
1 1/4"
HX-21 P-1
P-2
R-53
S-54 R-5
S-5
S-50
R-51
S-51
CONV. AT FLOOR LINE
S-53
S-52 R-52
1-1/2"LPCR-DN
EXISTING
STEAM COIL
3"LPS
EXISTING
HUMIDIFIER
EX. FTR
EX. FTR
3/4" HWS/R
3/4" HWS/R
3/4" HWS/R
3/4"
BASEMENT NEW WORK PLAN - WEST
MP102
KEYPLAN
NO SCALE
N
N
4'0" 2' 8' 12'
(THIS SHEET ONLY)
PLAN KEYED NOTES
NEW PRV-7B, VALVES AND PIPING. SEE DETAIL C2/M501.
NEW CONNECTION TO EXISTING PIPING.
CONNECT NEW DDC POINTS TO EXISTING TCP.
REPLACE STEAM PRV WITH NEW - SEE SCHEDULE. RECONNECT
STEAM PILOT.
NEW 2x3 RELIEF VALVE CONNECTION TO STEAM HEADER.
REPLACE STEAM PRV-9 WITH NEW. SEE SCHEDULE. RECONNECT
STEAM PILOT. REMOVE AIR HEADER AND PIPE TO PRV.
GENERAL NOTES
1. SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY
EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION
NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS
MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY
APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR
PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND
COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY
DISCREPANICES WITHIN PROJECTS.
SEE GENERAL NOTE 1 FOR
THIS AREA. VA PROJECT
585-18-114 (UPGRADE
ENTRANCES).
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-113
MARCH 04, 2022
Revisions: Date:
REPLACE CONDENSATE LINES AND PUMPS
OSCAR G. JOHNSON VAMC
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED
BID DOCUMENT SET
Comm. Number: 21FED05.00
50% OWNER REVIEW 01/27/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
95% OWNER REVIEW 02/14/2022
BID DOCUMENT SET 03/04/2022
MP102
F3 BASEMENT NEW WORK PLAN - WEST
1/4" = 1'-0"
J.G.D. K.K.S.
DWG. 10 OF 20
MP102
C5 PARTIAL BASEMENT FLOOR PLAN - NEW WORK (NORTH)
1/4" = 1'-0" 4'0" 2' 8' 12'
N
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KINGSTON
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C_TOILETS
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VITREOUS CHINA
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KINGSTON
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C_TOILETS
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VITREOUS CHINA
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FE
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Aut…
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