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B.1, 1st Floor rm 1H01 CT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
ARCHITECTURAL
B1, 1ST FLOOR - AREA FOR DEMO
REFERENCE ONLY
A
F i l e
P a t h
P
M
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
DEMOLISH BUILDING 1, G ZONE
Project Location
660-18-232
B1 Project Director
4/15/2018Revisions: Date:
AutoCAD SHX Text
UP
AutoCAD SHX Text
FD
AutoCAD SHX Text
UP
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ESTCODE
AutoCAD SHX Text 1H23-1
AutoCAD SHX Text 1H25-1
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AutoCAD SHX Text 1H31-1
AutoCAD SHX Text 1H35B-1
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1EAA-1
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1EAC-1
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1EAD-1
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1EAB-1
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1EA-1
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AutoCAD SHX Text 1E13A-1
AutoCAD SHX Text 1E24-1
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1BB-1
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HIGHLIGHTED AREA IS G-ZONE TO BE DEMOLISHED.
AutoCAD SHX Text
FOR REFERENCE ONLY
B.1, 1st Floor rm 1H01 CT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
ARCHITECTURAL
AREA OF 2ND FLOOR OVERLAPS B1, G-ZONE
REFERENCE ONLY
F i l e
P a t h
P
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
F
A
B
C
D
E
F
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DEMOLISH BUILDING 1, G-ZONE
Project Location
660-18-232
B1 Project Director
4/15/2018Revisions: Date:
AutoCAD SHX Text
UP
AutoCAD SHX Text
FD
AutoCAD SHX Text
UP
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text 1H23-1
AutoCAD SHX Text 1H25-1
AutoCAD SHX Text 1H25A-1
AutoCAD SHX Text 1H31-1
AutoCAD SHX Text 1H35B-1
AutoCAD SHX Text 1H35C-1
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AutoCAD SHX Text 1H35E-1
AutoCAD SHX Text 1H35F-1
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AutoCAD SHX Text 1H21-1
AutoCAD SHX Text 1H19-1
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AutoCAD SHX Text 1H21B-1
AutoCAD SHX Text 1D00B-1
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1H27AA-1
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AutoCAD SHX Text 1H33C-1
AutoCAD SHX Text 1H33B-1
AutoCAD SHX Text 1H35A-1
AutoCAD SHX Text 1H07-1
AutoCAD SHX Text 1H05-1
AutoCAD SHX Text 1H03-1
AutoCAD SHX Text 1H09-1
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AutoCAD SHX Text 1H31A-1
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AutoCAD SHX Text HIGHLIGHTED AREA DEPICTS THE AREA ON THE 2ND FLOOR, B ZONE THAT OVERLAPS 1ST FLOOR, G ZONE. THE NORTHERN EDGE IS THE END OF BUILDING 1, 2-4 FLOORS.
FOR REFERENCE ONLY
8'
- 0
EV2
EV3
E26A
P
R
O
T
E
C
T
E
X
I
S
T
I
N
G
A
D
J
O
I
N
I
G
W
L
L
S
F
L
O
O
R
S
S
T
R
U
C
T
U
R
E
S
Y
S
T
E
M
R
O
R
M
M
A
G
E
EXIT
EXIT
EXIT
1' - 3"
APPROX. F.V.
93' - 5"
APPROX. F.V.
43'
- 1
1"
APPROX. F.V.
' - 6
APPROX. F.V.
44' - 0"
8 8
GENERAL NOTES - DEMOLITION
A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING IN ORDER TO BECOME FAMILIAR WITH
EXISTING CONDITIONS.
B. ALL ITEMS TO BE SALVAGED FOR RE-USE OR TO OWNER ARE TO BE PROTECTED AND
REMOVED AND RE-INSTALLED WITHOUT DAMAGE.
C. ALL DEMOLITION DEBRIS, TRASH, AND/OR REMOVED ITEMS SHALL BE HAULED OFF SITE AND
DISPOSED OF IN A LEGAL MANNER.
D. SEE CIVIL DRAWINGS FOR CIVIL INFORMATION UPON AWARD FOR DESIGN BUILD.
E. SEE MECHANICAL DRAWINGS FOR MECHANICAL INFORMATION UPON AWARD FOR DESIGN BUILD.
F. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL INFORMATION UPON AWARD FOR DESIGN BUILD.
G. SEE PLUMBING DRAWINGS FOR PLUMBING INFORMATION UPON AWARD FOR DESIGN BUILD.
H. CONTRACTOR SHALL REPAIR TO EXISTING CONDITION ANY EXISTING FINISH DAMAGED
DURING DEMOLTION OR CONSTRUCTION.
I. PRIOR TO START OF DEMOLITION MEET W/ OWNER TO SELECT ALL ITEMS TO BE SALVAGED.
J. DEMOLISH, REMOVE, AND DISPOSE OF ALL ITEMS SHOWN DASHED ON DEMOLITION PLAN.
INCLUDE ALL RELATED UTILITIES AND ACCESSORIES.
K. CONTRACTOR TO VERIFY ALL EXISTING CONSTRUCTION AND DIMENSIONS - IF CONDITIONS
VARY FROM DRAWINGS NOTIFY THE ARCHITECT.
L. CONTRACTOR SHALL REPAIR TO LIKE NEW CONDITION ANY EXISTING FINISH DAMAGED
DURING DEMOLITION OR CONSTRUCTION.
M. EXISTING ROOFING SYSTEM IS A FULLY ADHERED PVC SYSTEM. ALL REPAIRS SHALL BE
PERFORMED BY A CERTIFIED INSTALLER IN ACCORDANCE W/ MANUFACTURERS
REQUIREMENTS IN ORDER TO MAINTAIN WARRANTY.
N. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROTECT THE EXISTING BUILDINGS, FROM
ANY WATER PENETRATION OR ASSOCIATED DAMAGE DURING THE ENTIRE COURSE OF
DEMOLITION AND CONSTRUCTION. INCLUDED ALL NECESSARY PRECAUTIONS & MEASURES IN
THE BASE BID.
O. SEE SITE DEMOLITION PLAN FOR SITE ELEMENTS.
P. SALVAGE ALL DOOR HARDWARE TO VA LOCKSMITHS
Q. DURING ALL RENOVATION WORK, THE POTENTIAL EXISTS TO DISCOVER SUSPECT ASBESTOS
CONTAINING MATERIAL (ACMS) IN THE EXISTING (IN PARTICULAR FLOOR TILE AND MASTIC). IN
THE EVENT THE CONTRACTOR DISCOVERS ANYSUSPECT ACMS, WORK SHAL BE IMMEDIATLEY
SUSPENDED AND THE CONTRACTOR SHALL NOTIFY THE COR FOR SAMPLING, TESTING, AND IF
FOUND TO BE ASBESTOS, ABATEMENTBY THE GOVERNMENT. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION
A
B
C
D
E
F o n e e i g h t i n c h o n e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e s e f o o t t h r e e i n c h e e f o o t
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
B I
S
I G
N B
U I L
C
U M
E N
T S
CONSULTANTS: ARCHITECT / ENGINEERS: SEAL:
Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
PREVIOUS PROJECT
LEVEL 1 ARCHITECTURAL DEMOLITION PLAN
REFERENCE ONLY
4/15/2018
B1
3/32" = 1'-0"AD101
1 LEVEL 1 DEMOLITION
DEMOLITION KEYED NOTES
REFRENCE ONLY FOR DESIGN BUILD
1 DEMOLISH EXISTING BUILDING COMPLETELY, INCLUDING, BUT NOT LIMITED TO DOORS,
WINDOWS, WALLS, COLUMNS, TUNNEL SYSTEMS, FOUNDATIONS (EXCEPT WHERE CALLED
OUT TO REMAIN), ROOFING AND PARAPET, ETC.
2 PARTIALLY DISASSEMBLE AND MODIFY EXISTING CURTAIN WALL SYSTEM TO
ACCOMMODATE NEW CONSTRUCTION. SEE STRUCTURAL.
3 REMOVE TUNNEL SYSTEMS SHOWN SHADED COMPLETE. TUNNEL FOUNDATION SYSTEMS
ARE APPROXIMATELY 4' WIDE X 5' DEEP WITH 6" WIDE STEM WALLS AND A 6" SLAB AT
TUNNEL BOTTOM
4 DEMOLISH WALL
5 REMOVE DOOR, FRAME AND HARDWARE COMPLETE
7 PROTECT IN PLACE EXISTING BRIDGE. MODIFY CURTAIN WALL SYSTEM @ BRIDGE TO
ACCOMODATE NEW ROOFING SYSTEM. SEE WALL SECTION FOR TIE-IN HEIGHTS &
DETAILS.
8 PROTECT IN PLACE EXISTING COLUMN, FOUNDATION SYSTEM AND BEAM ABOVE
9 CUT NEW OPENING IN EXISTING WALL. TRIPLE WYTHE BRICK WALL TO ACCOMMODATE
NEW DOOR WAY
10 DO NOT REMOVE FOUNDATION SYSTEM AT THIS AREA.
11 DEMOLISH SINK AND CASEWORK
12 CHASE FOR ROOF DRAIN PIPING -PROTECT IN PLACE
14 CUT NEW OPENING FOR DOOR IN EXISTING WALL. SEE FLOOR PLANS AND DOOR
SCHEDULE.
15 DEMOLISH WINDOW
16 SYSTEMS FURNITURE SALVAGE TO OWNER.
17 DEMOLISH/MODIFY ACOUSTICAL LAY-IN CEILING AS NECCESSARY FOR NEW WORK
18 DEMOLISH/MODIFY FLOORING AS NECCESSARY FOR NEW WORK
19 FIRE EXTINGUISHER CABINET REMOVAL AND SALVAGE FOR REUSE
20 1 HOUR CONSTRUCTION BARRIER FROM SLAB BELOW TO SLAB ABOVE. EXISTING WALLS
CAN BE USED AS CONSTRUCTION BARRIERS IF THEY MEET THE 1 HOUR AND
SLAB-TO-SLAB CRITERIA, OR CAN BE MODIFIED TO MEET IT.
21 DEMOLISH EXISTING SLAB
22 REMOVE A PORTION OF THE ACOUSTICAL LAY IN CEILING AS NECESSARY FOR NEW
CONSTRUCTION
23 REMOVE A PORTION OF VCT FLOORING AS NECESSARY FOR NEW CONSTRUCTION
24 ALL EXISTING FINISHES TO REMAIN
26 SAW CUT FLOOR FOR NEW DUCT WORK
N O R T H
660-18-232
CLOUD AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DESIGN BUILD ONLY. ALL INFORMATION FOR REFERENCE ONLY. PRIOR PROJECT'S DEMO PLAN.
EV
EX
EW
EQ2
EV2
EV3
EV1
E31A
E18 E21 E23 E26E24 E26A
5 5
EV
EX
EW
EQ2
EV2
EV3
EV1
E31A
E18 E21 E23 E26E24 E26A
AE302
B5
AE201
AE301
F3
AE501
F3
AE501
F2
AE502
12 13
ROOF- SEE AE161
AI501
F1
GENERAL NOTES - FLOOR PLAN
A. DO NOT SCALE DRAWINGS.
B. SEE CIVIL DRAWINGS FOR CIVIL INFORMATION UPON AWARD.
C. SEE MECHANICAL DRAWINGS FOR MECHANICAL INFORMATION UPON AWARD.
D. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL INFORMATION UPON AWARD.
E. SEE PLUMBING DRAWINGS FOR PLUMBING INFORMATION UPON AWARD.
F. DASHED ITEMS ARE FOR REFERENCE ONLY (FF&E) F.O.I.O. , U.N.O,
TYP. WHERE OCCURS
G. SEE SHEET GI002 FOR LIST OF ALL BATHROOM ACCESSORIES
INCLUDING GRAB BARS, BENCHS, ECT.
GENERAL NOTES - DEMOLITION
GENERAL NOTES - DEMOLITION
A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING IN ORDER TO BECOME FAMILIAR WITH
EXISTING CONDITIONS.
B. ALL ITEMS TO BE SALVAGED FOR RE-USE OR TO OWNER ARE TO BE PROTECTED AND
REMOVED AND RE-INSTALLED WITHOUT DAMAGE.
C. ALL DEMOLITION DEBRIS, TRASH, AND/OR REMOVED ITEMS SHALL BE HAULED OFF SITE AND
DISPOSED OF IN A LEGAL MANNER.
D. SEE CIVIL DRAWINGS FOR CIVIL INFORMATION UPON AWARD.
E. SEE MECHANICAL DRAWINGS FOR MECHANICAL INFORMATION UPON AWARD.
F. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL INFORMATION UPON AWARD.
G. SEE PLUMBING DRAWINGS FOR PLUMBING INFORMATION UPON AWARD.
H. CONTRACTOR SHALL REPAIR TO EXISTING CONDITION ANY EXISTING FINISH DAMAGED
DURING DEMOLTION OR CONSTRUCTION.
I. PRIOR TO START OF DEMOLITION MEET W/ OWNER TO SELECT ALL ITEMS TO BE SALVAGED.
J. DEMOLISH, REMOVE, AND DISPOSE OF ALL ITEMS SHOWN DASHED ON DEMOLITION PLAN.
INCLUDE ALL RELATED UTILITIES AND ACCESSORIES.
K. CONTRACTOR TO VERIFY ALL EXISTING CONSTRUCTION AND DIMENSIONS - IF CONDITIONS
VARY FROM DRAWINGS NOTIFY THE VAMC SLC ENGINEERING DEPARTMENT.
L. CONTRACTOR SHALL REPAIR TO LIKE NEW CONDITION ANY EXISTING FINISH DAMAGED
DURING DEMOLITION OR CONSTRUCTION.
M. EXISTING ROOFING SYSTEM IS A FULLY ADHERED PVC SYSTEM. ALL REPAIRS SHALL BE
PERFORMED BY A CERTIFIED INSTALLER IN ACCORDANCE W/ MANUFACTURERS
REQUIREMENTS IN ORDER TO MAINTAIN WARRANTY.
N. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROTECT THE EXISTING BUILDINGS, FROM
ANY WATER PENETRATION OR ASSOCIATED DAMAGE DURING THE ENTIRE COURSE OF
DEMOLITION AND CONSTRUCTION. INCLUDED ALL NECESSARY PRECAUTIONS & MEASURES IN
THE BASE BID.
O. SEE SITE DEMOLITION PLAN FOR SITE ELEMENTS.
P. SALVAGE ALL DOOR HARDWARE TO VA LOCKSMITHS
Q. DURING ALL RENOVATION WORK, THE POTENTIAL EXISTS TO DISCOVER SUSPECT ASBESTOS
CONTAINING MATERIAL (ACMS) IN THE EXISTING (IN PARTICULAR FLOOR TILE AND MASTIC). IN
THE EVENT THE CONTRACTOR DISCOVERS ANYSUSPECT ACMS, WORK SHAL BE IMMEDIATLEY
SUSPENDED AND THE CONTRACTOR SHALL NOTIFY THE COR FOR SAMPLING, TESTING, AND IF
FOUND TO BE ASBESTOS, ABATEMENTBY THE GOVERNMENT. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION
A
B
C
D
E
F o n e e i g h t i n c e f o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d a l f i n c h e o t t h r e e i n c h e o t
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
B
E S
I G
N
B
U I L
D
D
O C
U M
E N
T S
CONSULTANTS: ARCHITECT / ENGINEERS: SEAL:
Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-18-232
PREVIOUS PROJECT
LEVEL 2 ARCHITECTURAL DEMOLITION PLAN
REFERENCE ONLY
4/15/2018
B1
1/8" = 1'-0"AE103
1 DEMOLITION LEVEL 2
1/8" = 1'-0"AE103
2 LEVEL 2
DEMOLITION KEYED NOTES
1 DEMOLISH EXISTING BUILDING COMPLETELY, INCLUDING, BUT NOT LIMITED TO DOORS,
WINDOWS, WALLS, COLUMNS, TUNNEL SYSTEMS, FOUNDATIONS (EXCEPT WHERE CALLED
OUT TO REMAIN), ROOFING AND PARAPET, ETC.
2 PARTIALLY DISASSEMBLE AND MODIFY EXISTING CURTAIN WALL SYSTEM TO
ACCOMMODATE NEW CONSTRUCTION. SEE STRUCTURAL.
3 REMOVE TUNNEL SYSTEMS SHOWN SHADED COMPLETE. TUNNEL FOUNDATION SYSTEMS
ARE APPROXIMATELY 4' WIDE X 5' DEEP WITH 6" WIDE STEM WALLS AND A 6" SLAB AT
TUNNEL BOTTOM
4 DEMOLISH WALL
5 REMOVE DOOR, FRAME AND HARDWARE COMPLETE
7 PROTECT IN PLACE EXISTING BRIDGE. MODIFY CURTAIN WALL SYSTEM @ BRIDGE TO
ACCOMODATE NEW ROOFING SYSTEM. SEE WALL SECTION FOR TIE-IN HEIGHTS &
DETAILS.
8 PROTECT IN PLACE EXISTING COLUMN, FOUNDATION SYSTEM AND BEAM ABOVE
9 CUT NEW OPENING IN EXISTING WALL. TRIPLE WYTHE BRICK WALL TO ACCOMMODATE
NEW DOOR WAY
10 DO NOT REMOVE FOUNDATION SYSTEM AT THIS AREA.
11 DEMOLISH SINK AND CASEWORK
12 CHASE FOR ROOF DRAIN PIPING -PROTECT IN PLACE
14 CUT NEW OPENING FOR DOOR IN EXISTING WALL. SEE FLOOR PLANS AND DOOR
SCHEDULE.
15 DEMOLISH WINDOW
16 SYSTEMS FURNITURE SALVAGE TO OWNER.
17 DEMOLISH/MODIFY ACOUSTICAL LAY-IN CEILING AS NECCESSARY FOR NEW WORK
18 DEMOLISH/MODIFY FLOORING AS NECCESSARY FOR NEW WORK
19 FIRE EXTINGUISHER CABINET REMOVAL AND SALVAGE FOR REUSE
20 1 HOUR CONSTRUCTION BARRIER FROM SLAB BELOW TO SLAB ABOVE. EXISTING WALLS
CAN BE USED AS CONSTRUCTION BARRIERS IF THEY MEET THE 1 HOUR AND
SLAB-TO-SLAB CRITERIA, OR CAN BE MODIFIED TO MEET IT.
21 DEMOLISH EXISTING SLAB
22 REMOVE A PORTION OF THE ACOUSTICAL LAY IN CEILING AS NECESSARY FOR NEW
CONSTRUCTION
23 REMOVE A PORTION OF VCT FLOORING AS NECESSARY FOR NEW CONSTRUCTION
24 ALL EXISTING FINISHES TO REMAIN
26 SAW CUT FLOOR FOR NEW DUCT WORK
OPEN TO
BELOW
KEYNOTE - FLOOR PLAN
1 SEISMIC EXPANSION JOINT ALONG THIS WALL
2 HEADWALL TYPICAL
3 ADA GRAB BAR, SEE DETAILS SHEET XX
11 FULL HEIGHT CABINETS
12 PATCH AND REPAIR ACOUSTICAL LAY IN CEILING AS NECESSARY
13 PATCH AND REPAIR FLOORING TO MATCH EXISTING AS NECESSARY FOR
NEW CONSTRUCTION
14 PLENUM SPACE CREATED BY HORIZONTIAL 2 HOUR FIRE BARRIER.
15 NEW GYPSUM WALL ON STEEL STUD PAINTED TO MATCH EXISTING
N O R T H
N O R T H
AutoCAD SHX Text
BIO. MED.
AutoCAD SHX Text 2B25-1
FOR REFERENCE ONLY NO DEMO ON 2ND LEVEL 2ND LEVEL TO BE IMPACTED BY THE BUILDING OF THE CONTAINMENT WALL AND ASBESTOS ABATEMENT.
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Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-15-232
PREVIOUS PROJECT
MECHANICAL DUCTWORK DEMOLITION
REFERENCE ONLY
4/15/2018
B1
SCALE: 3/32" = 1'-0"
F1
LEVEL 1 MECHANICAL DUCTING DU DEMOLITION PLAN
SHEET KEYNOTES
GENERAL SHEET NOTES
1 EXISITNG OUTSIDE AIR DUCT TO REMAIN. REBALANCE EXISTING DOAS IN LEVEL 3
MECHANICAL SPACE TO 2000 CFM.
NORTH
0 6' 12' 24'
CLOUD AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DESIGN BUILD ALL INFORMATION FOR REFERENCE ONLY. PRIOR PROJECT'S DEMO PLAN
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F o n e e i g h t i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t
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CONSULTANTS: ARCHITECT / ENGINEERS: SEAL:
Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-18-232
4/15/2018
B1
SCALE: 3/32" = 1'-0"
F1
LEVEL 1 MECHANICAL PIPING DEMOLITION PLAN
NORTH
0 6' 12' 24'
SHEET KEYNOTES
GENERAL SHEET NOTES
1 ALL EQUIPMENT TO BE REMOVED IS TO BE DE-ACTIVATED AND REMOVED FROM
VA EQUIPMENT TRACKING SYSTEM. COORDINATE ALL EQUIPMENT INFORMATION
WITH VA.
PREVIOUS PROJECT
1ST LEVEL MECHANICAL DEMO PLAN
REFERENCE ONLY
CLOUD AREA IS THE ONLY WORK TO BE COMPLETED (B1, G-ZONE) FOR THE DESIGN BUILD. ALL INFORMATION FOR REFERENCE ONLY. PRIOR PROJECT'S DEMO PLAN.
REMOVE EXITING ROOFTOP UNIT
AND ALL ASSOCIATED
DUCTWORK, AND ACCESSORIES
AND COMPONENTS.
A
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CONSULTANTS: ARCHITECT / ENGINEERS: SEAL:
Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-15-232
PREVIOUS PROJECT
ROOF MECHANICAL PLAN - DEMOLITION
REFERENCE ONLY
4/15/2018
B1
SCALE: 3/32" = 1'-0"
F1
ROOF MECHANICAL PLAN - DEMOLITION
GENERAL SHEET NOTES
NORTH
0 6' 12' 24'
1 ALL EQUIPMENT TO BE REMOVED IS TO BE DE-ACTIVATED AND REMOVED FROM
VA EQUIPMENT TRACKING SYSTEM. COORDINATE ALL EQUIPMENT INFORMATION
WITH VA.
CLOUDED AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DESIGN BUILD. ALL INFORMATION IS FOR REFERENCE ONLY. PRIOR PROJECT DEMO PLAN.
J
+36"
"1L1D1"
"1NDP1D"
"1N1D2"
"1N1D1"
"1N1D3"
"JOHNSON
CONTROLS"
ALTRONIX
"CARD KEY"
"MEXIM"
FB#
FB#
1 2
1 2
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Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-15-232
PREVIOUS PROJECT
LEVEL 1 DEMOLITION PLAN ELECTRICAL
REFERENCE ONLY
4/15/2018
B1
GENERAL SHEET NOTES
SHEET KEYNOTES
NORTH
0 2' 4' 8'
SCALE: 1/8" = 1'-0"
F1
LEVEL 1 DEMOLITION PLAN
1 FIBER BACKBONE, COPPER BACKBONE, AND PUNCH DOWN BLOCKS TO REMAIN
AND BE PROTECTED AND SECURED DURING DEMOLITION. REUSE AND REINSTALL
IN NEW IT ROOM.
2 COORDINATE DE-ACTIVATION OF ALL IT AND BIOMED EQUIPMENT WITH IT &
BIOMED VA DEPARTMENTS.
3 ALL ELECTRICAL PANELS ARE TO BE REMOVED. REMOVE ELECTRICAL CONDUIT
AND CONDUCTOR FEED BACK TO DISTRIBUTION PANEL.
1. DEMOLISH ALL ELECTRICAL DEVICES (LIGHTING, FIRE ALARM, RECEPTACLES
AND LOW VOLTAGE SYSTEM UNLESS SPECIFICALLY SHOWN AS EXISTING.
REMOVE ALL ABANDONED CABLING AND CONDUIT.
2. PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS INDICATED
TO REMAIN. IF DAMAGED OR DISTURBED DURING THE COURSE OF THE
WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF
EQUAL CAPACITY, QUALITY AND FUNCTIONALITY.
A. RELOCATE EXISTING ELECTRICAL DEVICES, CONDUIT OR EQUIPMENT
THAT FOR ANY REASON OBSTRUCTS CONSTRUCTION. INCLUDE ANY
EQUIPMENT HAVING ELECTRICAL CONNECTIONS THAT REQUIRES
DISCONNECTING AND RECONNECTION AT THE SAME OR ANOTHER
LOCATION THROUGHOUT THE COURSE OF THE CONSTRUCTION.
B. MAINTAIN IN WORKING CONDITION ALL ELECTRICAL EQUIPMENT AND
APPARATUS IN AREAS NOT REMODELED.
C. TEMPORARY PARTITIONS OR DUST BARRIERS: PREVENT THE SPREAD
OF DUST AND DIRT TO ADJACENT AREAS.
3. ACCESSIBLE WORK: REMOVE EXPOSED ELECTRICAL EQUIPMENT AND
INSTALLATIONS, INDICATED TO BE REMODELED, IN THEIR ENTIRETY.
A. ACCESSIBLE WORK: REMOVE EXPOSED ELECTRICAL EQUIPMENT AND
INSTALLATIONS, INDICATED TO BE REMODELED, IN THEIR ENTIRETY.
4. ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY AND WIRING,
INDICATED TO BE ABANDONED IN PLACE, 2 INCHES (50 mm) BELOW THE
SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH
SURFACE TO MATCH EXISTING FINISH.
5. REMOVE AND LEGALLY DISPOSE OF DEMOLISHED MATERIAL FROM PROJECT
SITE.
6. REMOVE, STORE, CLEAN, REINSTALL, RECONNECT AND MAKE OPERATIONAL
COMPONENTS INDICATED FOR RELOCATION.
7. REMOVE CONDUCTORS FROM RACEWAY TO THE FIRST AVTIVE OUTLET OR
BRANCH PANELS FOR VACATED OR UNUSED CIRCUITS.
8. REPLACE ALL EXIT SIGNS.
9 RETURN ALL EXISTING DOOR HARDWARE TO VAMC LOCK SMITH.
10 RETURN ALL WIRELESS ACCESS POINTS TO VAMC IT DEPARTMENT.
11 ALL EQUIPMENT TO BE REMOVED IS TO BE DE-ACTIVATED AND REMOVED
FROM VA EQUIPMENT TRACKING SYSTEM. COORDINATE ALL EQUIPMENT
INFORMATION WITH VA.
1. DEDUCT ALTERNATE H:DEDUCT DEMOLITION. SEE SHEET AE001.
CLOUDED AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DEIGN BUILD. ALL INFORMATION IS FOR REFERENCE ONLY. PRIOR PROJECT DEMO PLAN.
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ARCHITECT / ENGINEERS:
SEAL:
Revisions: Date:
Drawing Title
Approved: Project Director
Project Title
Location
Date Checked Drawn
Drawing Number
Building Number
Project Number
Dwg. _____ of _____
DEMOLISH BUILDING 1, G-ZONE
VAMC SALT LAKE CITY, UTAH 84148
660-18-232
PREVIOUS PROJECT
LEVEL 1 PLUMBING PLAN - DEMOLITION
REFERENCE ONLY
4/15/2018
B1
SCALE: 3/32" = 1'-0"
F1
LEVEL 1 PLUMBING PLAN - DEMOLITION
NORTH
0 6' 12' 24'
1 REMOVE ALL ROOF DRAIN FIXTURES AND ASSOCIATED PIPING TO THIS
APPROXIMATE LOCATION.
2 REMOVE ALL PLUMBING FIXTURES IN PORTION OF BUILDING TO BE DEMOLISHED.
REMOVE ALL VENT PIPING. REMOVE WASTE PIPING BACK TO THIS APPROXIMATE
LOCATION.
3 REMOVE ALL ROOF DRAIN FIXTURES AND ASSOCIATED PIPING TO THIS
APPROXIMATE LOCATION AND CAP.
4 REMOVE ALL PLUMBING FIXTURES IN PORTION OF BUILDING TO BE DEMOLISHED.
REMOVE ALL DOMESTIC WATER PIPING BACK TO THIS APPROXIMATE LOCATION.
SHEET KEYNOTES
CLOUDED AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DESIGN BUILD. ALL INFORMATION IS FOR REFERENCE ONLY. PRIOR PROJECT'S DEMO PLAN.
sd sd sd sd sd sd sd sd p p p p p p p p sd sd sd sd sd sd sd sd sd sd w w w w w w w w w w w w w w w w w w w w w w
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LP
LP
LP
LP
LP
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LP
LP
LP
LP
LP
10"
10" 10"
13"
18"
13"
13"
34"
LP
8"
9"
9"
LP
RO
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AS
PH
AL
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DE
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K
SI
DE
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SI
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AN
IC
AL
U
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T
SIDEWALK
ASPHALT WALKWAY
SIDEWALK
AS
PH
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W
AL
KW
AY
ASPHALT
STAIRS
STAIRS
PICNIC TABLE
TRANSFORMERS
ROUND TABLE
ROUND TABLE
TRASH BIN
SD
SDMH
RIM=4746.39'
IE=47410.61' (S
) 8"
IE=4741.29' (S
W)
IE=4739.79' (N
IE=4739.74' (S
) 15"
RIM=4745.40'
8"
8" 15"
15"
OUTLET UNKNOWN
SDCB
RIM=4745.89'
IE=4744.14' (N
W)
IE=4744.09' (S
W)
6"
8"
8"
W
SD
SDMH
RIM=4751.18'
IE=4746.78' (N
E)
IE=4745.78' (W
SDMH
RIM=4750.85'
IE=4748.20' (S
E)
IE=4748.05' (S
W)
OUTLET UNKNOWN
8"
8"
SD
SDMH
RIM=4745.86'
IE=4740.66' (N
W)
IE=4740.46' (N
E)
ICV(2)
EB
ICV
ICV(2)
IRRIGATION BACKFLOW
PREVENTER
ICV
SDCB
RIM=4745.51'
IE=4742.51' (N
W)
IE=4740.91' (N
/SE)
ICV
SDCB
RIM=4744.88'
IE=4742.88' (E
SDCB
RIM=4745.00'
IE=4742.88' (E
8"
8"
SDCB
RIM=4747.02
IE=4741.02' (N
B.O.B=4735.52'
4"
8"
8"
ICV
RAILINGS
RAILINGS
SIDEWALK
24"
CONSTRUCTION AREA
SIDEWALK
SIDEWALK
16"
12"
28"
10"
17"
CURB &
GUTTER
AS
PH
AL
T
TEMPORARY FENCE
MECHANICAL
EQUIPMENT
ICV
S
E
YARD DRAIN
UTILITY BOX
FULL OF WIRES
LABELED AS "ELI" &
"Q
LN"
ICV
ICV
6'' PVC (UNDERGROUND)
PLANTER
BENCH
7"
LP
SIDEWALK
FRESH AIR INTAKE
STEP
CURB &
GUTTER
w w w s s s s s s s s s s s s s s s p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p w w w w w w w w w w w w
14"
16"
13"
13"
12"
14"
14"
CURB WALL
LP
SIGN
SIGN
EDGE OF GRAVEL
LP
MANHOLE
PURPOSE UNKNOWN,
FULL OF DIRT
CONCRETE WALL
ICV
CO
LP
17"
8"
VERTICAL
WATERVALVE
VERTICAL
WATERVALVE
2'' VERTICAL
PIPE
SSMH
RIM=4744.71'
IE=4737.01'
LP
S s s
12''
6"
FIRE DEPARTMENT
CONNECTION
6"
OUTLET UNKNOWN
FOUND MONUMENT DOME
ICV
w w w w w w w w w w w w w w w w
12'
BRICK W
ALL
w w
12' s
ROUND TABLE
ROUND TABLE
ROUND TABLE
8" sd sd sd
EXISTING
PROSTHETICS
EX FFE = 4746.45'
EX FFE = 4746.35'
EXISTING
ADMINISTRATIVE
EX FFE = 4746.36'
EXISTING
HOSPITAL
EXISTING
RADIOLOGY
g g g g g g g g
GENERAL NOTES
SITE PLAN KEYED NOTES
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. of
Revisions: Date
CONSULTANTS:
VAMC SALT LAKE CITY, UTAH 84148
ARCHITECT/ENGINEERS:
URGENT CARE AND SUPPORT EXPANSION
660-332
2015-08-10
B.01
B
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N
S T
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C T
I O
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D
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U M
E N
T S
SEAL:
LAYTON McDOUGALL
URGENT CARE ADDITION FUTURE HOSP. ADDITION
SEE ARCHITECTURAL PLANS SEE REHAB/PROSTHETICS
BENNION BLVD.
BAKER ST.
CIVIL DEMOLITION PLAN
PROJECT
AutoCAD SHX Text 33.30'
AutoCAD SHX Text 8.87'
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XX
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1. REMOVE (E) SIGNS - SALVAGE AND RETURN TO OWNER.
AutoCAD SHX Text 2 REMOVE (E) LIGHT POLE - SALVAGE AND RELOCATE TO NEW LOCATIONS SHOWN ON SHEET ES101
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3 REMOVE (E) CONCRETE / ASPHALT SIDEWALK
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4 REMOVE (E) CURB WALL
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5 REMOVE (E) CURB, GUTTER AND ASPHALT
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6 REMOVE (E) BUILDING STRUCTURE
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7 REMOVE (E) TREE
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8 REMOVE (E) UTILITY STRUCTURE REFER TO SHEET CU101 FOR UTILITY LOCATIONS
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9 REMOVE (E) STORM DRAIN UTILITY LINE
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10 REMOVE (E) HANDRAIL
AutoCAD SHX Text 11 CLEAR & GRUB SITE AS REQUIRED FOR BUILDING EXCAVATION BUILDING FOOTPRINT IS SHOWN
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FOR REFERENCE ONLY.
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OFF-SITE FOR PROPER DISPOSAL UNLESS DIRECTED OTHERWISE BY PROJECT OWNER.
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13 (E) LIGHT POLE TO REMAIN - PROTECT IN PLACE
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14 (E) STORM DRAIN LINE TO REMAIN - PROTECT IN PLACE
AutoCAD SHX Text 15 (E) UTILITY STRUCTURE TO REMAIN - PROTECT IN PLACE REFER TO SHEET CU101 FOR UTILITY
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LOCATIONS.
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16 (E) CONCRETE SIDEWALK, CURB & GUTTER TO REMAIN - PROTECT IN PLACE
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17 (E) PEDESTRIAN STRIPING TO REMAIN - PROTECT IN PLACE
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18 (E) PARKING SPOTS TO REMAIN - PROTECT IN PLACE
AutoCAD SHX Text 19 (E) DRYWELL INSTALLED (BY OTHERS) DURING PREVIOUS PROSTHETICS PHASE 1 PROJECT TO
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REMAIN - PROTECT IN PLACE.
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AutoCAD SHX Text A. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILTIES PRIOR TO CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILTIES PRIOR TO BEGINNING WORK. B. CONTACT BLUE STAKES OF UTAH BEFORE DIGGING AT 1-800-662-4111. CONTACT BLUE STAKES OF UTAH BEFORE DIGGING AT 1-800-662-4111. C. CONTRACTOR TO PROVIDE PROTECTION TO ALL STORM DRAINS FROM UNWANTED POLLUTANTS DURING CONTRACTOR TO PROVIDE PROTECTION TO ALL STORM DRAINS FROM UNWANTED POLLUTANTS DURING CONSTRUCTION BY COVERING ALL INLETS, DRAINS, ETC. D. CONTRACTOR TO PROVIDE SWPPP AND SEDIMENT CONTROL DURING COURSE OF THE PROJECT CONTRACTOR TO PROVIDE SWPPP AND SEDIMENT CONTROL DURING COURSE OF THE PROJECT CONSTRUCTION. E. IF CONSTRUCTION WILL DISTURB 5,000 SQUARE FEET OR MORE OF GROUND (INCLUDING CONTRACTOR IF CONSTRUCTION WILL DISTURB 5,000 SQUARE FEET OR MORE OF GROUND (INCLUDING CONTRACTOR STAGING AREA), CONTRACTOR IS REQUIRED TO MAINTAIN SWPPP COMPLIANCE. F. CONTRACTOR FENCE SURROUNDING PROJECT AREA IS TO BE "BLACKED-OUT" SCREENED TYPE CONTRACTOR FENCE SURROUNDING PROJECT AREA IS TO BE "BLACKED-OUT" SCREENED TYPE FENCING. G. CAP AND REMOVE ANY LANDSCAPING IRRIGATION LOCATED THROUGHOUT THE CONSTRUCTION AREA. CAP AND REMOVE ANY LANDSCAPING IRRIGATION LOCATED THROUGHOUT THE CONSTRUCTION AREA. WATER REMAINING PLANTS DURING CONSTRUCTION (BY HOSE OR WATER TRUCK) FROM TIME OF IRRIGATION LINE CUT TO TIME OF NEW IRRIGATION COMPLETION AND IN SERVICE TO PLANTS. H. FIELD INVESTIGATIONS HAVE IDENTIFIED EXISTING STORM DRAINS WITH UNKNOWN OUTLETS. IT IS FIELD INVESTIGATIONS HAVE IDENTIFIED EXISTING STORM DRAINS WITH UNKNOWN OUTLETS. IT IS ASSUMED THAT THESE EXISTING PIPELINES ARE ROOF DRAINS FROM BUILDING B.01 WHICH MAY BE MODIFIED AS PART OF THE PROPOSED CONSTRUCTION. CONTRACTOR TO POTHOLE, DETERMINE SOURCE, PROTECT-IN-PLACE OR RELOCATE AS NECESSARY AS APPROVED BY THE ENGINEER. I. COORDINATE WITH ELECTRICAL PLANS BEFORE DEMO OF ANY ELECTRICAL FOR TERMINATIONS, FUTURE COORDINATE WITH ELECTRICAL PLANS BEFORE DEMO OF ANY ELECTRICAL FOR TERMINATIONS, FUTURE CONDUITS AND TIE INS AND ELECTRICAL ITEMS TO REMAIN IN SERVICE DURING CONSTRUCTION (i.e LIGHTS, ETC.).
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SEE NOTE H
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SEE NOTE H
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text one half inch = one foot
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VA FORM 08-6231
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%%U34" TREE
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LIMITS OF REMOVAL
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MATCH ARCHITECTURAL PLANS.
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POTHOLE EXISTING STORM DRAIN. FIELD VERIFY EXACT LOCATION AND DEPTH.
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IF PIPE HAS ANY CONFLICTS NOTIFY ENGINEER AND PROJECT MANAGER IMMEDIATELY.
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POTHOLE WORK IS TO BE COMPLETED AND BEFORE STARTING ANY NEW CONSTRUCTION
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ITEMS.
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CUT AND CAP SD PIPE
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LIMITS OF SD REMOVAL
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EXCAVATE AS REQUIRED FOR NEW BUILDING & GRADING PLAN; HAUL UN-USED SPOILS
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POTHOLE EXISTING WATERLINE TO VERIFY EXACT LOCATION AND DEPTH ADJACENT TO NEW
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RETAINING WALLS. IF EXISITNG PIPE HAS ANY CONFLICTS NOTIFY ENGINEER AND
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PROJECT MANAGER IMMEDIATELY. POTHOLE WORK IS TO BE COMPLETED BEFORE
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STARTING ANY NEW CONSTRUCTION ITEMS.
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POTHOLE EXISTING ELECTRICAL DUCT MAIN. FIELD VERIFY EXACT LOCATION AND
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DEPTH. IF ELECTRICAL HAS ANY CONFLICTS WITH NEW STORM DRAIN PIPES,
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REALIGN AND REPLACE ELECTRICAL AS NEEDED ALL CONNECTIONS AND PARTS TO
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COMPLETE IN CONFORMANCE WITH APPLICABLE CODES TO CLEAR NEW STORM
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DRAIN. IF VERTICAL CLEARANCE IS LESS THAN 2' REINFORCE BOTH MAINS, BOTH
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SIDES WITH CONCRETE 10' HORIZONTALLY FROM THE INTERSECTION POINT.
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%%USEE NOTE G.
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%%USEE NOTE G.
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RELOCATE IRR. CONTROL VALVES PER LS PLANS.
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%%UPROTECT IN PLACE
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SCALE: 1"=20'
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CLOUDED AREA IS THE ONLY WORK (B1, G-ZONE) TO BE COMPLETED FOR DESIGN BUILD. ALL INFORMATION IS FOR REFERENCE ONLY. PRIOR PROJECT'S DEMO PLAN.
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C—:< REVISION'P DESCRIPTIONL .fi ASHTON, EYANS & BRAZIER AND McCLEHAHAN
ARCHITECTS ENGINEERS
SALT LAKE CITY. UTAH
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS! UI6S£L
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SACRAMENTO. CA
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SALT LAKE CITY.
500 BED N.P. (MOD.)
MAIN BUILDING
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WAO- THIRD FLOOR FRAMING PLAN - CENTERo © © ©© © © KC.Y PLAM APPROVED:APPROVED:
// as MAY1949 COL C.I. OimiCWHClNKRTUIBD FLOOB riPAMING, PLAN U SCALE LZ L'lAOWH j NO./22*;a 4TSk I'-QIC. .r SCAN L_El
DRAWING NUMBERV.A. PROJECT NO. 2912 32-05-SIQi /5 I
.FILE FOLDT-R rMQ. 2A iMRETURN TRACINGS TO PLAN FILES jif * iliD i
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MATCH LINE
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Callout
SECOND FLOOR ENDS AT GRID X. GLAZING HANGS OFF FLOOR ON NORTH SIDE
david.futch Typewriter
REFERENCE ONLY - FIELD VERIFY
LINE X MATCHES LINE EX ON DESIGN DRAWINGS
BUILDING 1; 2ND FLOOR; B-ZONE
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Callout
FLOOR ABOVE ENDS AT GRID X
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THIS IS THE LINE OF GLAZING ABOVE - FIELD VERIFY
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PolyLine
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PolyLine
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Callout SAWCUT AS CLOSE TO GLAZING AS POSSIBLE. LEAVE BEAM STUBS CANTILEVERED OUT. FIELD VERIFY FINAL CANTILEVERED DIMENSION - TEMPORARY SHORING OF BEAM STUBS MAY BE NECESSARY.
david.futch Typewriter
FOR REFERENCE ONLY - FIELD VERIFY
ORIGINAL BUILDING PLANS - STRUCTURAL
| Sheets and Views |
| Layout2-30x42 |
| 2. GENERAL ARCHITECTURAL OVERLAP OF 2ND LEVEL.pdf |
| Sheets and Views |
| Layout1 |
| 3. AD101.pdf |
| Sheets and Views |
| Layout1 |
| 4. EXISTING DEMO PLAN - ARCHITECTURAL - SHEET AE101.pdf |
| Sheets and Views |
| Layout1 |
| 5.MD 101.pdf |
| Sheets and Views |
| Layout1 |
| 6. MD102.pdf |
| Sheets and Views |
| Layout1 |
| 7. MD103.pdf |
| Sheets and Views |
| Layout1 |
| 8. ED101.pdf |
| Sheets and Views |
| Layout1 |
| 9. PD101.pdf |
| Sheets and Views |
| Layout1 |
| 10. EXISTING DEMO PLAN - CIVIL - SHEET CD 101.pdf |
| Sheets and Views |
| CD101 |
| 11. B1 ORGINAL STRUCTURAL PLAN - STRUCTURAL COMMENTS.pdf |
| Pages from Bldg 1 - Struct |
File details come from the government source that posted it.