Minneapolis Structural Designs 2.pdf

PDF 10 MB Posted

Attached to
VISN 23 RFI: Lights, Booms and Video Integration Equipment and Support Services
Solicitation number
36C26326Q0713
Issued by

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.

View the file

Other files

Show all 24

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .