Minneapolis Structural Designs 2.pdf
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- Solicitation number
- 36C26326Q0713
About this file
This document is a complete set of construction design drawings for a site preparation project at the VA Medical Center in Minneapolis, Minnesota, specifically for Operating Rooms 14 and 17 in the Urology department. The project involves the renovation and upgrade of two operating rooms on the second level, with construction estimated at the 100% Construction Documents (CD) phase and fully sprinklered throughout.
The scope of work encompasses architectural, structural, mechanical, plumbing, fire protection, and electrical systems. Key architectural elements include demolition of existing partitions and equipment, new partition construction with fire-rated separation, finishes including paint and resilient flooring, and reflective ceiling plans. Structural work involves new concrete beams, core drilling for utilities, and anchoring of medical equipment including UROSKOP imaging tables in both OR 14 and OR 17. Mechanical systems include VAV boxes (serving rooms 2R-155, 2R-156, 2R-120, 2R-119) with heating water connections, ductwork routing, and HVAC balancing requirements. Plumbing includes new floor drains with flushing rim details, hot and cold water lines sized from 1/2" to 4", and waste lines. Electrical work includes new lighting circuits, power distribution to imaging equipment with 100A and 200A breakers, isolation power panels for medical equipment, data/voice rough-ins routed to the data room, and fire alarm device integration. General contractor responsibilities include field verification of dimensions, coordination of trades, temporary negative pressurization with HEPA filtration for infection control, and scheduling work to minimize disruption to active hospital operations. All work must comply with VA standards, infection control protocols (ICRA), and applicable building codes.
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F . D.
F . D.
G.V.B.
CP
VCT
CP
VCT
FVC
CP
VCT
F.E.C.
F.E.C.E.W.C.
CP
VCT
VCT
CP
VCT
CP
S E E
S H E E T
A R E A
A
SEE SHEET 70-165
AREA "M"
SEE SHEET 70-161
AREA "K"
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FFD
FFD
FFD
FFD
FD
FD
FFD
FD
EXPAN S I ON JOI N T
EXPAN S I ON JOI N T
B io Med ic a l
W ork
Be nch
H P
NETWORK
DG
DG
DG
DG
VTEL
KEYBOARD
MONITOR
A C
U N
IT
A C
U N
IT
VTEL
DI/AUDIO
CARE
RAMP-UP
TSF
TSE
TSD
CCDOR
DELL
CLUSTER
DG
CLUSTER
DELL
TAPE
VHA13-
T5A2
WEB,WEB1
WIN1
EPO
TSA
TSC
M
IS
C
S Y S T E M S
DESK
NETWORK
RACK
A/C UNITA/C UNIT
EXCHANGE
EXCHANGE
T &D
T &D
NAVISPHERE/
OPTIVITY
DG
EMC
EMC
W Z K
U
PS
SY
ST
E M
1 1
EXPANSION JOINT
A
CORRIDOR
C2
DRAWING BLOCK TITLE
1 1/2" = 1'-0"
C4 1 1/2'1/2'0 1'
A-201
A4
0 16'8'4'
A2
A-202
A
BC
D
A-202
A2
A-201
A4
A-512
D2
A-512
D2
A-512
D2
CL
FEC
CG
A4
A-201
DETAIL NUMBER
SHEET WHERE REF.
SHEET WHERE DRAWN
A3.1 A4.3
CONTRACT LIMIT LINE
FIRE RESISTIVE RATED LINE, 4 HOUR
DEMOLITION LINE
ELEVATION INDICATOR
CENTER LINE INDICATOR
EXISTING TO REMAIN LINE
FEATURES ABOVE LINE INDICATOR
FIRE RESISTIVE RATED LINE, 1 HOUR
FIRE RESISTIVE RATED LINE, 2 HOUR
FIRE RESISTIVE RATED LINE, 3 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR
HIDDEN FEATURES LINE
NEW LINE
PROPERTY LINE
SMOKE BARRIER LINE
BREAK, ROUND (USER DEFINES SIZE)
BREAK, STRAIGHT (SEE SECTION INDICATORS,
BUILDING, WITH BREAK STANDARDS)
DETAIL INDICATOR
DETAIL INDICATOR
DETAIL INDICATOR FOR SMALL CONDITIONS
DIMENSION LINE
DOOR OPENING/BORROWED LIGHT IDENTIFIER
DRAWING BLOCK TITLE, TYPICAL
ELEVATION INDICATOR, EXTERIOR
ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW
ELEVATION INDICATOR, INTERIOR, SINGLE VIEW
ARCHITECTURAL SYMBOLS
CENTER LINE
FURNITURE, FIXTURE, & EQUIPMENT INDICATOR
GRAPHIC SCALE, 1/8"=1'-0"
FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR
ROOM NAME AND NUMBER
COLUMN GRID
KEYNOTE
WALL OR PARTITION TYPE
FIRE EXTINGUISHER CABINET
CORNER GUARD
NORTH ARROW
V V ITEM - VA SUPPLIED & INSTALLED
VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED
CC ITEM - CONTRACTOR SUPPLIED & INSTALLED
BUILDING SECTION INDICATOR
DETAIL INDICATOR
SEE CODE PLAN
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FFD
FFD
FFD
FD
FD
FD
2Q-126
2Q-125
2Q-118
2Q-124
2Q-122
C2-183
2Q-123
Q a
2Q-121
2Q-120
C2-185
2Q-119
C2-197
2Q-116 C2-188
2Q-117
2Q-1132Q-115
2Q-112
2Q-111
2Q-114
2Q-106
C
2Q-110 2Q-109
2Q-107
2Q-108
Q a
2Q-1032Q-102
C2-196
2Q-105
NEW_RM_NUM
2Q-104
N
Q
C
C2-109
2Q-136
2Q-127
C2-184
C2-186
C2-187
2Q-128
Q
Q
2Q-131
C2-191 C2-189
C2-190
2Q-132
Q a
2Q-133
C2-192
2Q-134
2Q-135
2Q-135a
C2-193
M-9
C2-172
C A
2R-154
C
C2-174
2R-155
2R-156
C
2R-122
2R-121
2R-120 C2-177
C2-176
C2-173
2R-157 M-10 2R-119
C2-179
2R-158 2R-159
2R-160a
C
2R-117
R
C2-166
2R-115
2R-114 2R-113
2R-160
C2-158
2R-161
2R-149a
2R-1632R-162
C2-155
2R-153
C
C2-165
R
2R-112
C2-162
C2-164
C
2R-109
2T-101
C2-160
2R-106
R
2R-107
2R-108
C
M-4
2R-104
2R-103
2R-102
2R-101
C2-156
2R-109b
OP SURGERY
SHAFT
MECH
C
2R-128 2R-127 2R-126 2R-124 2V-116
2R-130
C2-170
2R-136
2R-123
2R-139
2R-137
2R-152
C2-167
2R-150
2R-142
2R-144
2R-140
C
2R-138
T
T
2S-2
2R-110
2R-109a
C2-162
2R-112
2R-106
C2-159
2R-107
2T-101
2R-125
2V-117
2R-132
2R-134
2R-135
2R-135a
2R-133
2R-131
2R-129
2R-141
2R-148 2R-146
2R-151
R
R
R
R
O.R.-1
O.R.-2
O.R.-3
O.R.-4
O.R.-5 O.R.-6
O.R.-7
O.R.-8
O.R.-9
O.R.-10
O.R.-11
O.R.-12
O.R.-15
O.R.-16
O.R.-17
O.R.-18
O.R.-19
O.R.-14
C
G
B
NOYES
TESTRATING (HRS)
NOYES
NOYES
APPLICABLE REGULATIONS
GENERAL TYPE OF PROJECT
(IBC Chapter 6)
(Section 706)
2000 IBC (302.3.2 & 302.3.3)
(IBC CH 3 & 4)
(407.3 - 2006 IBC)
(Table 602 and Section 602.4.6 - 2006 IBC)
(Table 602 and Section 602 - 2000 IBC)
(Table 602 and Table 704.8)
(707.4)
(others in LSC if I-2 Occupancy)
(TABLE 508.2) 2006 IBC
(TABLE 601)
MN STATE RULES
CHANGE OF OCCUPANCY?
FIRE RESISTIVE CORRIDORS?
2010 FGI GUIDELINES
2015 NFPA 101 (LIFE SAFETY CODE)
ABA AND VA PG-13
ANSI A117.1 '03
2006 IBC
REMODEL
ADDITION
NEW BUILDING
IBC I-A
I-2
PROJECT DESCRIPTION
EXTERIOR DOORS AND WINDOWS
SHAFTS AND EXIT PASSAGEWAYS
OTHER
ROOF CONSTRUCTION
PRIME & SEC. FLOOR BEAMS, JOISTS
FLOOR/CEILING ASSEMBLY
FLOOR CONSTRUCTION
INTERIOR
NON-BEARING WALLS AND PARTITIONS
BEARING WALLS
COLUMNS
GIRDERS
TRUSSES
ROOF/CEILING ASSEMBLY
PRIME & SEC. ROOF BEAMS, JOISTS
EXTERIOR
INTERIOR BEARING WALLS
EXTERIOR BEARING WALLS
STRUCTURAL FRAME
CODE SUMMARY
SEPARATED OCCUPANCIES?
AREA SEPARATIONS / FIRE WALLS
FIRE BARRIER RATING(S)
SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)
INCIDENTAL USE AREA RATING(S)
FIRE-RESISTIVE REQUIREMENTS
SEE CODE PLANS
SEE PLANS
OCCUPANCY CLASSIFICATION(S)
TYPE(S) OF CONSTRUCTION
OCCUPANCIES
CONSTRUCTION TYPE(S)
MISCELLANEOUS
ADDITIONAL NOTES
Project consists of equpiment replacement and remodeling in Operating Rooms 14 & 17.
MN ACC CODE '07
(If Remodeling)
2006 IBC (Section 508)
SEE CODE PLANS
(Table 1017.1 - 2006 IBC)
NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)
DEPARTMENT OF HEALTH (DOH)
CITY OF MINNEAPOLIS, MN
STATE OF MINNESOTA
THE JOINT COMMISSION (TJC)
CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)
NOYES
AREAS OF REFUGE REQUIRED
MEANS OF EGRESS CAPACITY (width in inches)
EGRESS
INTERIOR FINISHES CLASSIFICATION (A, B, or C - see 2006 IBC 803.5) A
NOYES
ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED
ELEVATOR REQUIRED AS MEANS OF EGRESS
101113 Ref. IBC 2006
(LSC CH 18)
(LSC Chapter ???) LSC I-332
No occupant load changes
3 Hr
3 Hr
3 Hr
N/A
See Code Plan
N/A
See Code Plan
2 Hr
2 Hr
1.5 Hr
1.5 Hr
See Code Plan
0 Hr
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
W A
LL
C
LA
S
S
IF
IC
A
T
IO
N A
R E
A C
LA
S
S
IF
IC
A
T
IO
N M
E A
N S
O F
E G
R E
S S
CODE PLAN SYMBOLS LEGEND
EXIT
EXIT DISCHARGE
EXIT ACCESS
EGRESS PATH
INCIDENTAL USE
SHAFT
HEALTHCARE SUITE
SMOKE BOUNDARY
FIRE WALL
OCCUPANCY SEPARATION
HORIZONTAL EXIT
1 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
3 HR FIRE RATED ASSEMBLY
2 HR FIRE RATED ASSEMBLY
1 HR FIRE RATED ASSEMBLY
SMOKE PARTITION
1 HR FIRE RATED ASSEMBLY
(IBC 508)
SURROUNDING SYMBOLS INDICATE
RATING AND DAMPER REQUIRMENTS
SURROUNDING SYMBOLS INDICATE
RATING AND DAMPER REQUIRMENTS.
FIRE DAMPER REQUIRED AT BOTTOM OF
SHAFT
SURROUNDING SYMBOLS INDICATE RATING
AND DAMPER REQUIRMENTS
CLOSER, LATCH & GASKETS REQUIRED
FIRE PARTITION
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
SEE IBC 1022.
FOR I-3 OCCUPANCY, SEE ALSO 408.2
(FIRE BARRIER)
NOT ALL SYMBOLS MAY BE USED ON EACH PLAN.
2 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
3 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
(IBC 710)
(IBC 708)
'CORRIDOR WALLS'
'INCIDENTAL USE'
FIRE DAMPER USUALLY REQUIRED
FIRE DAMPER USUALLY REQUIRED
FIRE DAMPER USUALLY REQUIRED
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
SEE IBC 709, 716.5.5
LSC XX.3.7, 8.3
EA
EX
ED
F
IR
E R
E S
IS
T
A N
C E
R A
T
IN
G S
'PROTECTION OF HAZARDS' (LSC XX.3.2)
'CONST. OF CORRIDOR WALLS' (LSC XX.3.6.2)
(IBC 705)
HORIZONTAL EXIT
DELAYED EGRESS
HE
DE
REFERENCES TO LSC (LIFE SAFETY CODE) "XX" REFERS TO CH 12 - 42.
FE
FV
FEC
FVC
M
IS
C E
LL
A
N E
O U
S
FIRE EXTINGUISHER CABINET
FIRE VALVE
FIRE EXTINGUISHER
FIRE VALVE CABINET
PROJECT LIMITS LINE
SEE IBC 508, 711
LSC XX.1.2
EXIT REQUIREMENTS DEFINE SPACE.
10,000 SF MAX PATIENT TREATMENT SUITE.
5,000 SF MAX PATIENT SLEEPING SUITE.
SPACE REQUIRED TO LIMIT TRANSFER
OF SMOKE
EXIT PASSAGEWAY
SURROUNDING SYMBOLS INDICATE RATING
AND DAMPER REQUIREMENTS
(IBC 508.2, LSC XX.3.2)
Revised 12-19-2013
AD001
AI001
EX
EX
EX
EA
EAEA
EA
EA
EA
EA
EA
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
Peter G. Smith
Site Prep OR 14
& 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
REGISTRATION NUMBER:
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e fo o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
VA Project #:
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600 bwbr.com 1316-
15-618-CSI-143
20095
NR
SECOND LEVEL - CODE PLAN
GI003
3.2014194.02
Checker07/13/2015 Dwg. 3 Of 23
1" = 80'-0"GI003
1 SECOND LEVEL - KEY PLAN
1/16" = 1'-0"GI003
2 CODE PLAN - SECOND LEVEL
BB
OR-14 UROSKOP OMNIA MAX
(1402691) WORK POINT.
VERIFY WITH ARCH AND
MANUF.
2'-7 1/2"
(V E
R
IF
Y W
/ A R
C H
9' -1
(VERIFY
W/ ARCH)
2'-5"
5/
8"
V E
R
IF
Y W
/ M A
N U
F
(VERIFY
W/ MANUF)
S1
S1
NOTES:
1. CONTRACTOR TO COORDINATE ALL DRILLED AND CORE DRILLED OPENINGS WITH EXIST CONDITIONS.
2. DO NOT CORE THROUGH CONCRETE JOISTS. ADVISE ARCHITECT OF CONFLICTS.
3. CORE DRILL FOR CONDUIT PRIOR TO POURING NEW BEAM.
4. SEE 3/S1 FOR ANCHORS.
C T
R D
O N
P
LA
T E
3' -8
Z
NOTES:
1. CONTRACTOR TO COORDINATE ALL DRILLED AND CORE DRILLED OPENINGS WITH EXIST CONDITIONS.
2. DO NOT CORE THROUGH CONCRETE JOISTS. ADVISE ARCHITECT OF CONFLICTS.
3. CORE DRILL FOR CONDUIT PRIOR TO POURING NEW BEAM.
4. SEE 3/S1 FOR ANCHORS.
1' -0
(V
E R
IF
Y
W / A
R C
H
(VERIFY W/ ARCH)
11'-11 1/4"
OR-17 UROSKOP OMNIA
(1402690) WORK POINT.
VERIFY WITH ARCH AND
MANUF.
S1
3 5/8" (VERIFY W/ MANUF)
2' -5
(V E
R
IF
Y W
/ M A
N U
F
C T
R D
O N
P
LA
T E
2' -6
SIM
TABLE BASE OR
FLOOR STAND
EXP ANCHORS PER
MFR REQ AT EXIST
BEAMS/JOISTS
EXIST CONC STRUCTURE ANCHOR RODS PER
MFR REQ W/ (2) NUTS
AND WASHER AT BOT AT
NEW CONCRETE
THIRD FLOOR
1/
2"
E M
B E
D
6"
NEW CONC BEAM,
SEE PLAN &
FOR ADDL INFO
4/S1
#4 U-BARS @ 8"OC THUS:
(4) SETS OF #4
TOP & BOT
9 1/2"
38"
(24" @ SIM)
IN HILTI HIT-HY 200
4" EMBED TYP
SECOND FLOOR
8"
2' -0
T Y
P
1/ 2"
E M
B E
D
S1
2"
2"
2'-0" MIN LAP
4" DIA CORE HOLE TO
POUR 4000 PSI SELF -
CONSOLIDATING
CONCRETE
3" MAX
3" C
LR
S E
E P
LA
N
2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441
Planners and Engineers 763.559.9100 www.vaaeng.com info@vaaeng.com
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e f o o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA
VA Project #:
1316-
15-618-CSI-143
SIGNATURE
PRINTED NAME
DATE
REG. NO.
KEITH W. JACOBSON
06/12/15
19981
RPD
STRUCTURAL NOTES, PARTIAL PLANS,
& SECTIONS
S1
3.2014194.02
KWJ06/12/15
Site Prep OR 14 and OR 17 - Urology
3/8" = 1'-0"S1
OR 14 SECOND LEVEL FRAMING PLAN1
3/8" = 1'-0"S1
OR 17 SECOND LEVEL FRAMING PLAN2
1" = 1'-0"S1
DETAIL AT TABLE BASE3
1" = 1'-0"S1
SECTION4
1" = 1'-0"S1
PLAN DETAIL5
FD
FFD
FFD
FFD
FD
FD
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
2R-122
OR - 15
2R-121
OR -16
2R-120
CONTROL
2R-119 0R - 17
2R-155
OR-14
2R-156
CONTROL
2R-157
OR -12
2R-174
2R-173
2R-175 2R-176
2R-177
BB AA Z
666 7
10 4
A
DEMOLITION SYMBOLS LEGEND
PARTITION OR WALL
TO BE DEMOLISHED
PARTITION OR WALL
TO REMAIN
DOOR, FRAME AND
HARDWARE TO BE
DEMOLISHED
DOOR, FRAME AND
HARDWARE TO
REMAIN
EXISTING GRIDLINE
NEW GRIDLINE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
Revised 12-19-2013
A
X KEYED NOTE
ALL DASHED LINES INDICATE AN ITEM
TO BE REMOVED, UNLESS NOTED OTHERWISE
DEMOLITION PLAN KEYED NOTES
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN
DEMOLISH EXISTING FLOOR DRAIN, SEE MECHANICAL
DEMOLISH EXISTING CASEWORK
DEMOLISH EXISTING UNUSED PRESSURE GAUGE. SEE MECHANICAL
DEMOLISH EXISTING THRESHOLDS
VENDOR TO REMOVE EXISTING EQUIPMENT
7 DEMOLISH WINDOW AND FRAME
8 DEMOLISH EXISTING WORK SURFACE
9 REMOVE AND SALVAGE EXISTING PACS MONITOR, SEE FLOOR PLAN FOR
RELOCATION.
10 REMOVE EXISTING WORKSTATION. COORDINATE SALVAGE WITH COR.
REMOVE AND SALVAGE EXISTING LEAD APRON RACK. SEE FLOOR PLAN FOR
RELOCATION.
Peter G. Smith
Site Prep OR 14
& 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
REGISTRATION NUMBER:
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e fo o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
VA Project #:
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600 bwbr.com 1316-
15-618-CSI-143
20095
NR
SECOND LEVEL - DEMOLITION PLAN
AD001
3.2014194.02
KF07/13/2015 Dwg. 5 Of 23
1/4" = 1'-0"AD001
1 DEMOLITION PLAN - SECOND LEVEL - OR 14 &17
INTBINTBINTBINTB
EPNT2EPNT2EPNT2EPNT2 RF2RF2RF2RF2
2R-119 0R - 17
INTBINTBINTBINTB
EPNT1EPNT1EPNT1EPNT1 RF1RF1RF1RF1
2R-155
OR-14
2R-122
OR - 15
2R-121
OR -16
2R-174
2R-173
2R-175
2R-176
2R-177
2R-120
CONTROL
2R-156
CONTROL
2R-157
OR -12
BB AA Z
ANESTHESIA
CART (VV)
SUPPLY
CART (VV)
ANESTHESIA
CART (VV)
SUPPLY
CART (VV)
5' -8
HAMPER
(VV) HEAD ENDFOOT END
HEAD END
FOOT END
CONTROL
AREA
NURSING
AREA
ANESTHESIA
AREA
CONTROL
AREA
NURSING
AREA
ANESTHESIA
AREA
11 10
HAMPER
(VV)
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
MOBILE
SUPPLY
CABINET
(VV)
MOBILE
SUPPLY
CABINET
(VV)
ANESTHESIA
MACHINE
(VV)
MOBILE
SUPPLY
CABINET
(VV)
MOBILE
SUPPLY
CABINET
(VV)
ANESTHESIA
MACHINE
(VV)
LB3
XLB3
XLB3
LB3
XLB3
XLB3
5' -2
3' -6
11'-0"
'-6
9'-0"
2R-155
OR-14
INTBINTBINTBINTB
EPNT1EPNT1EPNT1EPNT1 RF1RF1RF1RF1
7'-0"
XN1
C
ALIGN
AI002
TYP
AI002
CG1
CG1
1'-2"
1' -6
1'-3"
2' -0
2R-155
2R-119
2R-120
2R-121
2R-175 2R-176
2R-173
2R-156
2R-157
2R-174
2R-122
2R-177
EXISTING
EXISTING
EPNT3
EXISTING
EXISTING
EPNT3
BB AA Z
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
9'-0"AFF
EPNT3
9'-0"AFF
EPNT3
3' -0
E Q
E
Q
EQ1 4'-4" 4'-4" EQ1
3' -2
E Q
E
Q
EQ1 4'-4" 4'-4" EQ1
EQ3 EQ3
.4
FLOOR PLAN / FINISH PLAN KEYED NOTES
SYSTEMS FURNITURE WORK SURFACE (VV) FOR VENDOR EQUIPMENT.
ENSURE DESK IS INSTALLED PRIOR TO INSTALLATION OF VENDOR
EQUIPMENT
FLUSHABLE FLOOR DRAIN, SEE MECHANICAL AND VENDOR DRAWINGS.
IPU PANEL, SEE ELECTRICAL
PATCH/REPAIR PARTITION AT LOCATION OF DEMOLISHED PRESSURE
GAUGE. SEE PHYSICIST REPORT FOR LEAD SHIELDING REQUIREMENTS.
VENDOR EQUIPMENT (VV)
HEAVY DASHED LINE INDICATES EXTENTS OF LEAD-LINED GYP BOARD. SEE
PHYSICIST REPORT.
CONCRETE CORE DRILL LOCATION FOR ELECTRICAL CONDUIT
8 LEAD APRON RACK (VC)
9 RELOCATE EXISTING PACS MONITOR. MATCH EXISTING MOUNTING HEIGHT.
10 EXISTING MEDICAL GAS OUTLETS TO REMAIN
11 EXISTING PACS MONITOR TO REMAIN
12 LASER PLUG-IN, SEE ELECTRICAL
13 WALL-MOUNTED COMPUTER WORKSTATION WITH FLIP-DOWN KEYBOARD
TRAY (VC)
14 RELOCATED LEAD APRON RACK
15 PROVIDE PAINT AND RESILIENT BASE TO MATCH EXISTING ROOM FINISHES AT
THIS SIDE OF INFILLED PARTITION. PATCH EXISTING FLOORING AT LOCATION
OF PARTITION CONSTRUCTION.
REFLECTED CEILING PLAN KEYED NOTES
2 EXISTING MED GAS AND POWER DROPS TO REMAIN.
EXISTING SURGICAL LIGHT TO REMAIN
3 PATCH EXISTING ACOUSTIC CEILING GRID AND TILES AT LOCATION OF
PARTITION CONSTRUCTION.
4 ALIGN CENTERLINE OF SCHEDULED FIXTURE OR DIFFUSER WITH
CENTERLINE OF EXISTING LIGHT FIXTURE.
101B
1A
8'-0"
M100
OFFICE
FLOOR PLAN SYMBOLS LEGEND
WALL
EXISTING
WALL TO
REMAIN
EQUIPMENT
NUMBER
WORKING POINT
INTERIOR
SECTION
REFERENCE TAG
EXTERIOR
SECTION
REFERENCE TAG
EXTERIOR
ELEVATION
REFERENCE TAG
INTERIOR
ELEVATION
REFERENCE TAG
PLAN
DETAIL
REFERENCE TAG
ROOM NAME
AND NUMBER
EXTENDED
DIMENSION LINE,
NOMINAL
DIMENSION LINE
NOMINAL
INTERIOR
BORROWED
LIGHT
EXISTING DOOR
AND FRAME TO
REMAIN
DOOR
5101A
6051A 2A
1A
1A
1A
8'-0"
PR1
100'-0" X
KEYNOTE
GROMMET
REVISION
TAG
EXISTING
GRIDLINE
NEW GRIDLINE
REVISION CLOUD
FLOOR
ELEVATION
WALL TAGA3
D
A A
9'-0" AFF ACB
REFLECTED CEILING PLAN SYMBOLS LEGEND
GPBD
CEILING /
SOFFIT
ACB
CEILING
SYSTEM
EXISTING ACB
CEILING SYSTEM
IV TRACK
CUBICLE
CURTAIN
TRACK
ACCESS PANEL
CEILING ELEVATION
AND FINISH
MECHANICAL
SUPPLY GRILLE
MECHANICAL
RETURN GRILLE
MECHANICAL
RADIANT HEAT
PANEL
MECHANICAL
LINEAR SUPPLY
GRILLE
WALL SCONCE
LIGHT
FIXTURE
RECESSED
LIGHT
FIXTURE
PENDANT STRIP
LIGHT FIXTURE
PENDANT STRIP
LIGHT FIXTURE
1' X 4'
LIGHT
FIXTURE
2' X 2'
LIGHT
FIXTURE
2' X 4'
LIGHT
FIXTURE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
Revised 12-19-2013
3CG
FINISH SYMBOLS LEGEND & ABBREVIATIONS
MATERIAL
CHANGE
LOCATION
MATERIAL
INSTALL
DIRECTION
ACCENT WALL
FINISH
FINISH KEYED
NOTE
PNT
VCTCPT
FLOOR FINISH(ES)
BASE FINISH
WALL FINISH(ES)
WALL PROTECTION
CORNER GUARD
ROOM NUMBER
ACB ACOUSTIC CEILING BOARD
BR BUMPER RAIL
CC CUBICLE CURTAIN
CG CORNER GUARD
CPT CARPET
CR CRASH RAIL
CT CERAMIC TILE
CTB CERAMIC TILE BASE
EMAT ENTRANCE MAT
EPNT EPOXY PAINT
EXG EXISTING
EXP EXPOSED
FRP FIBERGLASS REINFORCED PANEL
GPBD GYPSUM BOARD
HR HANDRAIL
HM HOLLOW METAL
HWD HARDWOOD
HWDB HARDWOOD BASE
PF PANEL FABRIC
PLAM PLASTIC LAMINATE
PNT PAINT
PWC PROTECTIVE WALLCOVERING
RB RESILIENT BASE
RF RESILIENT FLOORING
SLR SEALER
SSM SOLID SURFACE MATERIAL
VAR VARIES
VCT VINYL COMPOSITION TILE
VT VINYL TILE
VWC VINYL WALLCOVERING
FLOOR AND FINISH PLAN GENERAL NOTES
Revised 09/12/2014
ALL LOUVERS, VENTS, GRILLES AND OTHER MISC MECHANICAL AND ELECTRICAL
DEVICES SHALL BE PAINTED TO MATCH SURFACE WHICH THEY APPEAR, UNLESS
OTHERWISE NOTED.
HM FRAMES TO BE PNT3, UNLESS NOTED OTHERWISE.
ALL FLOOR FINISHES SHALL CHANGE AT CENTERLINE OF DOOR, UNLESS NOTED
OTHERWISE.
CONTRACTOR IS RESPONSIBLE FOR MAKING SMOOTH, FLAT JOINTS BETWEEN
TRANSITION OF DIFFERENT FLOORING MATERIALS.
FEATHER EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDE FLUSH
TRANSITION TO EXISTING FLOORING.
1.
2.
7.
5.
8.
PAINT AND WOOD STAIN DRAW DOWNS MUST BE SUBMITTED AND APPROVED BY
VA COR.
6.
REFER TO ELEV/DETAILS FOR ADDITIONAL FINISH NOTES.4.
WHEN MORE THAN ONE FINISH IS LISTED IN A ROOM FINISH TAG THE FIRST FINISH
LISTED IS THE PRIMARY FINISH. OTHER FINISHES LISTED ARE SPECIFICALLY
CALLED OUT AND ARE SHOWN IN ELEVATION.
3.
ALL FURNITURE SHOWN DASHED FOR REFERENCE ONLY. COORDINATE FINAL
LOCATIONS WITH VA COR.
9.
ROOM SIGNAGE IS CONTRACTOR FURNISHED, CONTRACTOR INSTALLED. PROVIDE
TAKEFORM MINNEAPOLIS VA STANDARD SIGN TYPE 'I'. COORDINATE FINISHES AND
MOUNTING HEIGHTS WITH VA STANDARD.
10.
RUN ALL CORNER GUARDS FROM TOP OF BASE TO CEILING.11.
PROVIDE CLEAR PAINTABLE SEALANT AT TOP EDGE OF ALL INTEGRAL BASE.12.
SEE 2/AI002 FOR LEAD PROTECTION AT FLOOR PENETRATIONS.13.
SEE 4/AI002 FOR LEAD PROTECTION AT WALL PENETRATIONS.14.
INFILL EXISTING CONCRETE FLOOR SLAB AT ALL LOCATIONS WHERE EXISTING
PENETRATIONS THROUGH FLOOR SLAB ARE DEMOLISHED. MATCH EXISTING
ADJACENT CONCRETE CONSTRUCTION AS REQUIRED TO MAINTAIN FIRE RATING.
SEE CODE PLAN FOR ADDITIONAL INFORMATION, SEE MECHANICAL AND ELECTRICAL
DEMOLITION DRAWINGS FOR PENETRATION LOCATIONS.
14.
REFLECTED CEILING PLAN GENERAL NOTES
GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT
SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT
SUPPLIER AND OWNER, PRIOR TO INSTALLATION.
ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS,
SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT/ACB
PANELS, GPBD SOFFITS AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED
OTHERWISE. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.
SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS.
CENTER ALL HEADS IN ACT OR ACB UNLESS NOTED OTHERWISE.
MATCH EXISTING CEILING HEIGHT AT LOCATIONS OF SUSPENDED GYP BOARD
CEILING.
Revised 12-19-2013
1.
2.
3.
4.
Peter G. Smith
Site Prep OR 14
& 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
REGISTRATION NUMBER:
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e fo o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
VA Project #:
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600 bwbr.com 1316-
15-618-CSI-143
20095
NR
SECOND LEVEL - FLOOR PLAN /
FINISH PLAN & REFLECTED CEILING
PLAN
AI001
3.2014194.02
KF07/13/2015 Dwg. 6 Of 23
1/4" = 1'-0"AI001
1 FLOOR PLAN / FINISH PLAN - SECOND LEVEL - OR 14 & 17
1/4" = 1'-0"AI001
2 REFLECTED CEILING PLAN - SECOND LEVEL - OR 14 & 17
1 1/2" SOUND ATTENUATING
INSULATION
(1) LAYER 5/8"
GYPSUM BOARD
3 5/8" METAL STUD
FRAMING @ 16" OC
4 7/8" ACTUAL
(1) LAYER 5/8" GYPSUM
BOARD, LEAD LINED
UP TO A 1-HR F.R.
450-502LB3
EXISTING
CONSTRUCTION TO
REMAIN
4 7/8" ACTUAL
(1) LAYER 5/8" GYPSUM
BOARD, LEAD LINED
UP TO A 1-HR F.R.
450-502XLB3
(1) LAYER 5/8"
GYPSUM BOARD
2 1/4" ACTUAL
1 5/8" METAL STUD
FRAMING @ 16" OC
450-292XN1
PARTITION GENERAL NOTES
SEE CODE PLANS FOR REQUIRED PARTITION FIRE RATINGS.
GYPSUM BOARD AND METAL STUDS USED IN FIRE RATED SEPARATION PARTITIONS
SHALL EXTEND FROM FLOOR TO UNDERSIDE OF STRUCTURE, UNLESS NOTED
OTHERWISE.
WHERE SMOKE PARTITIONS ARE REQUIRED BY CODE PLANS, THE FOLLOWING
APPLIES TO ALL NON-ACOUSTICAL TYPE SMOKE PARTITIONS:
EXTEND GYPSUM BOARD ON CORRIDOR SIDE TO STRUCTURE ABOVE. SEAL TOP
AND BOTTOM OF PARTITION AND ALL PENETRATIONS THROUGH PARTITION ON
CORRIDOR SIDE WITH A SMOKE SEALANT HAVING A MINIMUM WARM SMOKE
TEMPERATURE OF 400 DEGREES FAHRENHEIT. ALL SEALS MUST HAVE PRE-
APPROVAL OF CODE OFFICIAL. ROOM SIDE GYPSUM BOARD CAN EXTEND TO 6"
ABOVE FINISHED CEILING.
WHERE SMOKE PARTITIONS ARE REQUIRED BY CODE PLANS, THE FOLLOWING
APPLIES TO ALL ACOUSTICAL TYPE SMOKE PARTITIONS:
EXTEND GYPSUM BOARD ON BOTH SIDES TO STRUCTURE ABOVE. SEAL TOP AND
BOTTOM OF PARTITION AND ALL PENETRATIONS THROUGH THE PARTITION ON
THE CORRIDOR SIDE WITH A SMOKE SEALANT HAVING A MINIMUM WARM SMOKE
TEMPERATURE RATING OF 400 DEGREES FAHRENHEIT. PROVIDE REQUIRED
ACOUSTIC SEALANT ON ROOM SIDE AT TOP AND BOTTOM OF PARTITION AND ALL
PENETRATIONS THROUGH PARTITION. ALL SEALS MUST HAVE PRE-APPROVAL OF
CODE OFFICIAL.
CONTRACTORS TO VERIFY CONDITIONS ABOVE CEILING AT EXISTING PARTITIONS
IDENTIFIED WITH FIRE/SMOKE PARTITION SYMBOLS. REPAIR CONDITIONS THAT
DO NOT MEET REQUIREMENTS OF THE INDICATED FIRE/SMOKE RATING SHOWN,
SUCH AS BUT NOT LIMITED TO OPENINGS IN PARTITIONS, GAPS AROUND
DUCTWORK, PIPES AND CONDUIT, MISSING SMOKE DAMPERS, ETC
DIMENSIONS TO METAL STUD PARTITION ARE MEASURED TO FINISH FACE OF
PARTITION UNLESS NOTED OTHERWISE
THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARD
WALLS IS TO THE INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4"
TYPICAL DIMENSION IF NO DIMENSION IS SHOWN.
SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS
OR BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND
DENSITY (PCF) WITH FIRE TEST NUMBER SHOWN ON PARTITION TYPE.
FOR PARTITION HEIGHTS SEE PARTITION TAG LEGEND AND TAG SUBSCRIPTS ON
PLANS.
FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL
GYPSUM BOARD ON ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE.
SEE PHYSICYST REPORT FOR HEIGHT OF LEAD-LINED GYP BOARD IN LEAD-
PROTECTED PARTITIONS.. THE LEAD-LINED GYPSUM BOARD IS INSTALLED WITH
LEAD FACE CLOSEST TO THE STUD ON THE PROCEDURE ROOM SIDE OF THE
PARTITION, UNLESS NOTED OTHERWISE.
PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS
EXTENDING TO STRUCTURE, UNLESS NOTED OTHERWISE.
WHEN GYPSUM BOARD PARTITIONS ARE LOCATED BELOW STRUCTURE THAT HAS
A VERTICAL DEFLECTION MOVEMENT MORE THAN 1/2", PROVIDE PARTITION HEADS
WITH VERTICAL MOVEMENT CAPABILITY TO MATCH THAT DEGREE OF MOVEMENT.
MAINTAIN THE REQUIRED FIRE RATING OF FIRE RATED PARTITIONS FROM FLOOR
TO STRUCTURE ABOVE WITH FIRE TESTED HEAD CONSTRUCTION.
WHEN PARTITION FRAMING RUNS HIGHER THAN 12'-0" ABOVE FINISH FLOOR,
BRACE PARTITION BACK TO STRUCTURE ABOVE WITH METAL STUDS EVERY 4'-0"
ON CENTER MINIMUM.
GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL IN-WALL BLOCKING
FOR WALL MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT,
OWNER FURNISHED OR BY VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4"
FIRE TREATED PLYWOOD (PRESERVATIVE TREATED ON EXTERIOR WALLS) OR
SHEET METAL BLOCKING FOR WALL MOUNTED EQUIPMENT, CASEWORK, DOOR
STOPS, ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.
FOR ALL REMODELING PROJECTS, ALL PARTITIONS NOTED AT INFILLS WITHIN, OR
EXTENSIONS ONTO EXISTING PARTITIONS, ARE NOTED AS SUCH FOR INTENT
ONLY. ALL EXPOSED PARTITION FACES ARE TO ALIGN.
Revised 9-24-14
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
NO SUBSCRIPT
EXTEND ENTIRE
PARTITION TO
UNDERSIDE OF
STRUCTURE
FLOOR
CEILING
BOTTOM
OF FLOOR
OR DECK
6"
C
(C) SUBSCRIPT
EXTEND ENTIRE
PARTITION TO 6"
ABOVE HIGHEST
ADJACENT
CEILING
U
(U) SUBSCRIPT
EXTEND ENTIRE
PARTITION TO
UNDERSIDE OF
CEILING
3'-6"
(X'-X") SUBSCRIPT
INDICATES
FINISHED
PARTITION HEIGHT
IN
S
U B
S C
R
IP
T
H E
IG
H
T A
S
IN
D
IC
A T
E D
NOTES:
1.REFER TO PARTITION TYPE GENERAL NOTES FOR PARTITIONS WITH UNEQUAL
LAYERS OF GYPSUM BOARD ON EITHER SIDE
2.SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE
SEE FLOOR PLAN
FOR PARTITION TYPE
METAL STUDS - PROVIDE
HORIZONTAL BLOCKING AS
REQUIRED
4" WIDE LEAD STRIP AT
CORNER JOINTS - TYPICAL
JOINT REINFORCEMENT
PROCEDURE ROOM SIDE
OUTSIDE CORNER
METAL STUDS - TYPICAL
LEAD LINED GPBD
4" WIDE LEAD STRIP
AT CORNER JOINTS
CORNER GUARD
2" WIDE LEAD STRIP AT
GPBD JOINTS - SHIM AT
INTERMEDIATE STUDS
NOTE :
5/16" DIA LEAD DISK OVER
SCREWS. JOINT COMPUND & JOINT
REINFORCED OVER THAT FOR
FLUSH APPLICATION - TYPICAL
INSIDE CORNER
JOINT REINFORCEMENT
2" WIDE LEAD STRIP AT
ALL LEAD LINED GPBD
PANEL JOINTS
EXISTING LEAD LINED GYP
BOARD
SEE FLOOR PLAN FOR
PARTITION TYPE
PROVIDE A LEAD STRIP
SECURED TO STUD FACE
AND WRAP SHEET LEAD
AROUND CONDUIT AND BOX.
MATCH LEAD PROTECTION
IN PARTITION. OVERLAP
JOINTS MIN 1".
ELECTRICAL PENETRATION -
SIZE VARIES
FLOOR DRAIN COVER
BY MECHANICAL
FLOOR DRAIN BY
MECHANICAL
FINISH FLOOR
EXISTING SLAB
SHEET LEAD ALL SIDES-
OVERLAP ALL JOINTS 1"
MIN.
VERIFY
FINISH MANUFACTURER STYLE COLOR NOTES
CG1 INPRO SURFACE MOUNT STAINLESS
STEEL CORNER GUARD
STAINLESS STEEL
FINISH SCHEDULE
EPNT1 SHERWIN WILLIAMS SW6239 UPWARD
EPNT2 SW6211 RAINWASHED
HOLLOW METAL FRAMES;
EGG SHELL FINISH
RB1 JOHNSONITE 4" VINYL BASE MATCH EXISTING ADJACENT
BASE
PNT4 BLK 24/32 OZ.
D. GOLD 1-11/32 OZ.
MAROON 7/32 OZ.
WHITE 1-4/32 OZ.
SHERWIN WILLIAMS
WALL PAINT
VA CUSTOM MIX
14 GAUGE, TYPE 304 STAINLESS STEEL CEMENT-ON APPLICATION. PROVIDE CLEAR
PAINTABLE SEALANT AT PERIMETER OF CORNER GUARDS.
WALL PAINT
RF1 NORA ENVIROCARE 3MM 2937 SIBERIAN IRIS INTEGRAL BASE
EPNT3 SW CEILING WHITESHERWIN WILLIAMS CEILING PAINT
RF2 NORA ENVIROCARE 3MM 2952 SEA HOLLY INTEGRAL BASE
Peter G. Smith
Site Prep OR 14
& 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
REGISTRATION NUMBER:
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e fo o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA
VA Project #:
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600 bwbr.com 1316-
15-618-CSI-143
20095
NR
PARTITION TYPES, FINISH SCHEDULE,
AND CONSTRUCTION DETAILS
AI002
3.2014194.02
KF07/13/2015 Dwg. 7 Of 23
1 1/2" = 1'-0"
PARTITION TYPES
3" = 1'-0"AI002
3 PLAN DETAIL - LEAD PROTECTION AT CORNERS AND STUDS
3" = 1'-0"AI002
4 PLAN DETAIL - LEAD PROTECTION AT ELECTRICAL RECEPTICLE
3" = 1'-0"AI002
2 SECTION DETAIL - LEAD PROTECTION AT FLOOR PENETRATION
AI002
MECHANICAL ABBREVIATIONS
AD AREA DRAIN
A.F.F. ABOVE FINISHED FLOOR
AFMS AIR FLOW MEASURING STATION
AHU AIR HANDLING UNIT
ANB ACID NEUTRALIZING BASIN
AP ACCESS PANEL
ARCH ARCHITECT
AS AIR SEPARATOR
BD BUTTERFLY DAMPER
B/G BELOW GRADE
BTU BRITISH THERMAL UNIT
BWV BACKWATER VALVE
CCF HUNDRED CUBIC FEET
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CL CENTER LINE
CLG CEILING
CO CLEAN OUT
CONTR CONTRACTOR
CONV CONVECTOR
CUH CABINET UNIT HEATER
CW COLD WATER
DB DECIBEL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIFF DIFFUSER
DISCH DISCHARGE
DMPR DAMPER
DN DOWN
DR DRAIN
DS DOWNSPOUT
DWG DRAWING
EAT ENTERING AIR TEMPERATURE
EDR EQUIVALENT DIRECT RADIATION
EP ELECTRIC-PNEUMATIC
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXP EXPANSION
F FAHRENHEIT
FC FAN COIL
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FHC FIRE HOSE CABINET
FHR FIRE HOSE RACK
FLR FLOOR
FLEX FLEXIBLE
FM FIRE MAIN
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FEET OR FOOT
F&T FLOAT AND THERMOSTATIC
FTG FOOTING
FTR FINNED TUBE RADIATION
FV FACE VELOCITY
GA GAUGE
GAL GALLON
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HB HOSE BIBB
HD HEAD
HOA HANDS-OFF-AUTOMATIC
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATION,
AND AIR CONDITIONING
HYD HYDRANT
HW HOT WATER
GCO GRADE CLEANOUT
INSUL INSULATION
INV INVERT
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LAV LAVATORY
LWT LEAVING WATER TEMPERATURE
MBH BTU PER HOUR (THOUSANDS)
MCF THOUSAND CUBIC FEET
MH MANHOLE
NC NOISE CRITERIA OR
NORMALLY CLOSED
NEG NEGATIVE
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NTS NOT TO SCALE
OA OUTSIDE AIR
OBD OPPOSED BLADE DAMPER
ORD OVERFLOW ROOF DRAIN
PD PRESSURE DROP OR DIFFERENCE
PE PNEUMATIC-ELECTRIC
PLBG PLUMBING
PRV PRESSURE REDUCING VALVE OR
POWER ROOF VENTILATOR
PSIA POUNDS/SQ INCH ABSOLUTE
PSIG POUNDS/SQ INCH GAUGE
PVC POLY VINYL CHLORIDE
RA RETURN AIR
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RECIRC RECIRCULATING
REG REGISTER
RET RETURN
RH RELATIVE HUMIDITY
RHT REHEAT
RHC REHEAT COIL
RHW RECIRCULATED HOT WATER
RM ROOM
RPM REVOLUTIONS PER MINUTE
RPZ REDUCED ZONE BACKFLOW
PREVENTER
SA SUPPLY AIR
SAN SANITARY
SCFM CFM, STANDARD CONDITIONS
SD SMOKE DAMPER
SP STATIC PRESSURE
SPECS SPECIFICATIONS
SUP SUPPLY
SQ SQUARE
STM STEAM
TD TEMPERATURE DIFFERENCE
TEMP TEMPERATURE
TONS TONS OF REFRIGERATION
T-STAT THERMOSTAT
TYP TYPICAL
UB UP-BLAST
UG UNDERGROUND
UH UNIT HEATER
UR URINAL
V SANITARY VENT
VD VOLUME DAMPER
VEL VELOCITY
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W SANITARY WASTE
W/ WITH
WC WATER CLOSET
WCO WALL CLEANOUT
WH WALL HYDRANT
W/0 WITHOUT
WTR WATER
PLUMBING
ACID VENT BELOW GRADE
ACID VENT ABOVE GRADE
ACID WASTE BELOW GRADE
ACID WASTE ABOVE GRADE
DEIONIZED WATER
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER (TEMP. INDICATED)
DOMESTIC RECIRC. HOT WATER
HARD COLD WATER
OVERFLOW STORM DRAIN BELOW GRADE
OVERFLOW STORM DRAIN ABOVE GRADE
REVERSE OSMOSIS WATER
SANITARY VENT BELOW GRADE
SANITARY VENT ABOVE GRADE
SANITARY WASTE
SANITARY SEWER
SOIL DRAINAGE TILE
SOFTENED COLD WATER
SOFTENED HOT WATER
TEMPERED WATER
STORM DRAIN BELOW GRADE
STORM DRAIN ABOVE GRADE
WELL WATER
EXISTING PLUMBING TO REMAIN
EXISTING PLUMBING TO REMOVED
AV
AV
AW
AW
DI
HARD
SDT
OSD
RO
V
V
SS
W
SOFT
SHW
TW
OSD
SD
SD
WW
MECHANICAL PIPING
BOILER FEED
CHILLED WATER SUPPLY
CHILLED WATER RETURN
COMPRESSED AIR (PSI INDICATED)
CONDENSATE DRAIN
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
FUEL OIL SUPPLY
FUEL OIL RETURN
FUEL OIL VENT
FUEL OIL FILL
GLYCOL SUPPLY
GLYCOL RETURN
HEAT RECOVERY SUPPLY
HEAT RECOVERY RETURN
HEATING WATER SUPPLY
HEATING WATER RETURN
LABORATORY VACUUM
LABORATORY AIR
LIQUIFIED PETROLEUM GAS
NATURAL GAS (PSI INDICATED)
PLANT VACUUM
PUMPED CONDENSATE
RADIATION WATER SUPPLY
RADIATION WATER RETURN
REFRIGERANT LIQUID
BF
CWS
CWR
10#A
CD
FOS
LV
GS
GR
HRS
HRR
HWR
HWS
LA
LPG
2#G
FOF
PV
PC
RADS
CS
CR
FOR
FOV
RADR
RL
REFRIGERANT SUCTION
REFRIGERANT HOT GAS BYPASS
REHEAT WATER SUPPLY
REHEAT WATER RETURN
REMOTE RADIATOR SUPPLY
REMOTE RADIATOR RETURN
SECONDARY HEATING WATER SUPPLY
SECONDARY HEATING WATER RETURN
SNOW MELT SUPPLY
SNOW MELT RETURN
STEAM SUPPLY (PSI INDICATED)
STEAM RETURN (PSI INDICATED)
EXISTING PIPING TO REMAIN
RRS
RS
RHG
RHR
RHS
RRR
SHWS
SHWR
SMS
SMR
10#STM
10#R
EXISTING PIPING TO BE REMOVED
PLUMBING /PIPING
ELBOW DOWN
PIPE CAP
ELBOW UP
TEE, OUTLET UP
TEE, OUTLET DOWN
CONNECTION, BOTTOM
CONNECTION, TOP
ECCENTRIC REDUCER
CONCENTRIC REDUCER
FLEXIBLE CONNECTION
PIPE ANCHOR
ALIGNMENT GUIDE
CHECK VALVE
SHUTOFF VALVE
PLUG VALVE
COMBINATION BALANCE VALVE
AND FLOW METER
STRAINER
STRAINER W/BLOWDOWN CAP
AND VALVE
PRESSURE REDUCING VALVE
(SETTING AS NOTED, PSI)
MECHANICAL SYMBOLS LEGEND
MEDICAL GAS
MEDICAL VACUUM
WASTE ANESTHETIC GAS DISPOSAL
CARBON DIOXIDE
OXYGEN
NITROGEN
NITROUS OXIDE
MEDICAL AIR
WAGD
CO2
O
N
MV
N2O
MA
CONTROLS
AQUA STAT TAMPERPROOF
THERMOSTAT
HUMIDISTAT OR R.H. SENSOR
REFRIGERANT SENSOR
SMOKE DETECTOR
SPACE TEMPERATURE SENSOR
STATIC PRESSURE SENSOR
DUCTWORK
SUPPLY AIR
RETURN AIR
EXHAUST AIR
STANDARD BRANCH, NO SPLITTER -
SUPPLY FLOW TO RIGHT -
RETURN/EXHAUST FLOW TO LEFT
BELLMOUTH WITH BALANCING
DAMPER
FLEXIBLE DUCT
TURNING VANES
FLEXIBLE CONNECTION
MANUAL VOLUME DAMPER
MOTORIZED DAMPER
FIRE DAMPER & ACCESS
PANEL
SMOKE DAMPER & ACCESS
PANEL
COMBINATION FIRE/SMOKE
DAMPER & ACCESS PANEL
SUPPLY GRILLE OR REGISTER
T T
P P
ROOM PRESSURE
MONITOR
H
R
SD
TS
SP
T THERMOSTAT
THERMOSTAT W/GUARDT
EXPANSION JOINT
AUTOMATIC CONTROL VALVE, 2-WAY
AUTOMATIC CONTROL VALVE, 3-WAY
AUTOMATIC AIR VENT
MANUAL AIR VENT
PRESSURE RELIEF/SAFETY VALVES
(SETTING AS NOTED, PSI)
DRAIN VALVE
BALL VALVE
BUTTERFLY VALVE
GLOBE ANGLE VALVE
0. S.& Y. VALVE
REDUCED PRESSURE ZONE
BACK FLOW PREVENTER
SOLENOID VALVE
FLOW LIMITING VALVE
DIAPHRAGM
GLOBE VALVE
REFRIGERANT SIGHT GLASS
GAS PRESSURE REGULATOR VALVE
BACKWATER VALVE
REFRIGERANT DRYER
FLOW DIRECTION
FLOW DIRECTION W/PITCH
DUPLEX STRAINER
PIPE UNION
PIPE FLANGE
PUMP
THERMOMETER
PRESSURE/TEMPERATURE TEST PORT
STEAM TRAP (TYPE INDICATED)
FLOW MEASURING STATION
(FLOW INDICATED)
FLOW SWITCH
PRESSURE GAUGE W/PIGTAIL &
PETCOCK
PRESSURE SWITCH
SHOCK ABSORBER
ELBOW
FLOOR DRAIN
DRAIN ABOVE
FLOOR SINK
WALL HYDRANT
HOSE BIBB
TEE
WALL CLEANOUT
ROOF DRAIN
CATCH BASIN
MANHOLE
HB
RETURN DUCT UP, NEGATIVE
PRESSURE
SUPPLY DIFFUSER/REGISTER
BLANKOFF INDICATED
RETURN OR EXHAUST GRILLE
OR REGISTER
SUPPLY DUCT UP, POSITIVE
PRESSURE
EXHAUST DUCT UP, NEGATIVE
PRESSURE
RETURN GRILLE/REGISTER
EXHAUST GRILLE/REGISTER
LINEAR DIFFUSER
CONCENTRIC DUCT TRANSITION
ECCENTRIC DUCT TRANSITION
RECTANGULAR-TO-ROUND DUCT
TRANSITION
VAV BOX
REHEAT COIL
VAV BOX W/REHEAT COIL
DUCT OFFSETS
DUCT CUTLINE
M
FD
VERTICALHORIZONTAL
FD
SD
VERTICAL
VERTICALHORIZONTAL FSD FSD
RETURN DUCT DN, NEGATIVE
PRESSURE
SUPPLY DUCT DN, POSITIVE
PRESSURE
EXHAUST DUCT DN, NEGATIVE
PRESSURE
DROPRISE
ANNOTATION
(4)A-12"
GRILLE, REGISTER, &
DIFFUSER IDENTIFICATION
QUANTITY
CFM
TYPE
SIZE
X X
X X
X X
X X
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
EQUIP DESIGNATION
EQUIP NUMBER
POINT OF CONNECTION, NEW TO EXISTING
POINT OF DISCONNECTION
FIRE PROTECTION
DFP
F FIRE PROTECTION
FIRE PROTECTION (DRY SYSTEM)
POST INDICATOR VALVE (PIV)
FIRE HYDRANT WITH SHUTOFF VALVE
RECESSED FIRE DEPT CABINET
SURFACE MOUNTED FIRE DEPT CABINET
FIRE PROTECTION RISER
UPRIGHT SPRINKLER HEAD W/GUARD
PENDANT SPRINKLER HEAD
UPRIGHT SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
BUTTERFLY VALVE W/TAMPER SWITCH
DETECTOR CHECK W/BYPASS METER
GRADE FIRE DEPT CONNECTION
FLUSH FIRE DEPT CONNECTION
FIRE DEPT VALVE W/CAP AND CHAIN
O.S. & Y. VALVE W/TAMPER SWITCH
DRY PIPE VALVE
PREACTION VALVE
GPM
AM
S
FS
PS
TS
FDVC
FDVC
FDV
TS
SD
HORIZONTAL
GAS COCK VALVE
CLEANOUT
WH
GR GRILLE
VAV VARIABLE AIR VOLUME
VTR VENT THROUGH ROOF
CARBON MONOXIDE SENSORCO
Site Prep OR 14 and
OR 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &
THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE
G E N E R A L
N O T E S
V.A. MEDICAL CENTER
ONE VETERANS DRIVE
MINNEAPOLIS, MN 55417
This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR.
REVISIONS DATE
Office of Facilities
Management o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u s rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h e s o n e fo o t o n e e ig h th in c h o n e fo o t
TRUE NORTH
PLAN NORTH
BWBR Project #
VA Project #: 15-618-CSI-143
PROJECT NUMBER: 0415950-004-02
07/13/2015
AS NOTED
1'-0"=1'-0"
1316-
RFOLIN
MECHANICAL TITLE SHEET 3.2014194.02
JG07/13/2015 Dwg. 8 Of 23
M001
OR 14 AND 17 UROLOGY
Is su e
Is su e
Is su e
0%
Is su e Number
Sheet Name D W
G
T ot al S he et s
F ili ng
S he et
█ █ █ █ 1316 M001 MECHANICAL TITLE SHEET 8 23
█ █ █ █ 1316 PL201 UROLOGY PLUMBING DEMOLITION PLANS 9 23
█ █ █ █ 1316 PL202 UROLOGY PLUMBING PLANS 10 23
█ █ █ 1316 PL203 PLUMBING DETAILS AND SCHEDULES 11 23
█ █ █ 1316 MH201 SECOND FLOOR UROLOGY MECHANICAL PLANS 12 23
█ █ █ 1316 MH202 SECOND FLOOR INTERSTITIAL MECHANICAL PLAN 13 23
█ █ █ 1316 MH203 MECHANICAL BALANCING PLAN 14 23
█ █ 1316 MP201 SECOND FLOOR INTERSTITIAL MECHANICAL PIPING PLAN 15 23
█ █ 1316 MP202 MECHANICAL DETAILS 16 23
41360DATE REG. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
JASON GOTTWALT, P.E.
M-10
ZAABB
1 DEMOLISH EXISTING FLOOR DRAIN. DEMOLISH EXISTING WASTE AND
COLD WATER SERVING FLOOR DRAIN. EXTEND WASTE AND COLD
WATER TO NEW FLOOR DRAIN LOCAITON.
REPLACE EXISTING FLUSH VALVE AND CONTROLS WITH NEW FLUSH
VALVE. CONNECTO NEW FLUSH VALVE TO BUILDING AUTOMATION AND
WALL MOUNTED PUSH BUTTON.
DEMOLISH SPRINKLER HEADS AND BRANCH PIPING AS REQUIRED
FOR INSTALLAITON OF NEW LIGHTS AND DIFFUSERS AND NEW ROOM
LAYOUTS.
INSTALL NEW SPRINKLER HEADS AS REQUIRED FOR NEW ROOM
LAYOUT. NEW SPRINKLER HEAD LAY OUT TO COMPLY WITH ALL VA,
NFPA, AND FM GLOBAL CODES AND GUIDLINES. MATCH EXISTING
SPRINKLER HEAD TYPE AND RESPONSE SPEED.
A. PLUMBING CONTRACTOR SHALL REFER TO THE VA MASTER
SPECIFICATION MANUAL EDITED FOR THIS PROJECT ALONG WITH ANY
APPLICABLE STANDARDS WITHIN THE 2011 PLUMBING DESIGN GUIDE. ALL
REQUIREMENTS OF THOSE MANUALS SHALL BE MAINTAINED IN ADDITION TO
ALL NOTES AND DESCRIPTIONS INDICATED WITHIN THESE DRAWINGS. ANY
CONFLICTS BETWEEN THOSE DOCUMENTS SHOULD BE BROUGHT TO THE
ATTENTION OF THE ENGINEER FOR INTERPRETATION.
B. PLUMBING CONTRACTOR WILL BE RESPONSIBLE TO REVIEW
ACCESSIBILITY TO AREAS OUTSIDE THE CONSTRUCTION LIMITS TO
DETERMINE APPROXIMATE AMOUNT OF OVERTIME REQUIRED TO PERFORM
ALL MECHANICAL WORK INDICATED. COORDINATION OF SCHEDULES WITH
ADJACENT DEPARTMENTS AND CLEANING OF ALL DEBRIS AFTER EACH WORK
SHIFT SHOULD BE ASSUMED IN THE BASE BID SCOPE.
C. ANY MAJOR OUTAGES INDICATED ON THESE DRAWINGS SHALL BE
SCHEDULED TO BE PERFORMED AFTER NORMAL BUSINESS HOURS OR
DURING WEEKEND PERIODS TO MINIMIZE HOSPITAL DISRUPTION. VA
HOSPITAL FACILITIES WILL REQUIRE A MINIMUM OF TWO(2) WEEKS NOTICE
PRIOR TO ANY SUCH OUTAGE AFFECTING MORE THAN ONE ADJACENT
FLOOR.
D. COORDINATE ALL NEW PLUMBING ROUTING WITH ALL OTHER TRADES TO
INSURE ADEQUATE CLEARANCES FOR DUCTWORK, ELECTRICAL CONDUIT,
STRUCTURAL SUPPORTS, PIPING, ETC. ANY UNAVOIDABLE CONFLICTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OF
RECORD. PROVIDE ALL OFFSETS AND TRANSITIONS AS REQUIRED FOR A
CLEAN INSTALLATION.
E. THE EXACT LOCATION OF EQUIPMENT ROUGH-INS SHALL BE VERIFIED
WITH THE STAMPED APPROVED SHOP DRAWINGS PRIOR TO ANY FIELD
INSTALLATION.
F. SUPPORT ALL PIPING DIRECTLY TO STRUCTURE. DO NOT SUPPORT ANY
PIPING FROM DUCTWORK, CONDUIT, OR OTHER PIPING ENCOUNTERED.
G. WHERE MECHANICAL SYSTEMS TO REMAIN ARE DAMAGED, OR
DISTURBED, DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR
WILL BE RESPONSIBLE TO REMOVE DAMAGED PORTIONS AND INSTALL NEW
PRODUCTS OF EQUAL QUALITY AND FUNCTIONALITY.
H. ALL EXISTING PIPING THROUGH NEW FIRE RATED WALLS SHALL BE
ADEQUATELY FIRE SEALED AS REQUIRED. PIPING PENETRATIONS THROUGH
INTERSTITIAL FLOOR SHALL BE DRILLED, OR CUT, BY THE CONTRACTOR AND
FIRE SEALED AS REQUIRED.
I. ALL CORE DRILLING OR ANY ACTIVITIES CAUSING EXTREME VIBRATION
OR NOISE SHALL BE COORDINATED TO BE PERFORMED AFTER BUSINESS
HOURS TO NOT AFFECT CRITICAL HOSPITAL FUNCTIONS WITHIN ADJACENT
AREAS. COORDINATE WITH VAMC REPRESENTATIVE AS REQUIRED.
J. ALL PLUMBING WORK PERFORMED ON THE FLOOR BELOW SHALL BE
CLOSELY COORDINATED WITH VA HOSPITAL REPRESENTATIVE. CRITICAL
AREAS THAT MAY BE ADVERSELY IMPACTED BY NOISE OR VIBRATIONS MAY BE
REQUESTED TO BE PERFORMED AFTER REGULAR BUSINESS HOURS OR ON
WEEKENDS. CONTRACTOR TO NOTE THAT ANY AREA OUTSIDE THE
CONSTRUCTION LIMITS SHALL BE CLEANED TO THEIR ORIGINAL CONDITION
AT THE COMPLETION OF EACH WORK SHIFT.
K. FIELD VERIFY EXISTING WATER, WASTE, VENT, OR OTHER PIPING
SYSTEMS FOR CONNECTIONS TO FIXTURES THAT MAY NOT BE IDENTIFIED ON
PLANS PRIOR TO SERVICE OUTAGES, DEMOLITION, OR ALTERATIONS OF
EXISTING PIPE ROUTING. COORDINATE UNKNOWN SERVICE WITH VA
FACILITIES AND ENGINEER OF RECORD.
L. THE MECHANICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORD
DRAWINGS SHOWING ALL DISCREPANCIES WITH ANY EXISTING PIPING
INDICATED OR REVISIONS TO THE NEW PLUMBING LAYOUTS. ALL CHANGES
WILL BE UPDATED WITHIN THE FINAL RECORD DRAWING SET.
M. ALL CONTRACTORS TO REFERENCE THE INFECTION CONTROL NOTES
IDENTIFIED WITHIN THE VENTILATION GENERAL NOTES ON THESE
DRAWINGS. CONFORM TO ALL ICRA REQUIREMENTS.
N. COORDINATE PLUMBING WORK WITH PROJECT PHASING. COMPLETE OR
17 WORK PRIOR TO STARTING OR 14. SEE ARCHITETURAL PLANS FOR
FURTHER PHASING DETAILS.
AABB
3" W 4" W
W
W
2" W
H W
1/2" HW
1/2" CW
1/2" CW
1/2" HW
H W
/4
C
W
/4
H
W
/4
C
W
/4
H
W
1/2" RHW
1 1/4" HW
2 1/2" CW
4" W
W
W
4" W
W
Site Prep OR 14 and
OR 17 - Urology
100% CD ISSUE
FULLY SPRINKLERED
Drawing Title Project Title
Approved: Division Chief
Approved: Service Director
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.Drawing Scale
Plot ScaleBY THE VARIOUS SUBCONTRACTORS.
GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE…
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