Drawings 506-CSI-114.pdf

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MECHANICAL SEAL

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

STAMP Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

Approved : Project Director

Building Number

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

9 10

ANN ARBOR, MICHIGAN

ARCHITECT / ENGINEER OF RECORDCONSULTANT

CSI-114 CARDIOLOGY EP LABS

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

2215 FULLER RD ANN ARBOR MI 48105

VA ANN ARBOR

100% BID DOCUMENTS

506-CSI-114

TPM MRB

COVER SHEET 100% BID DOCUMENTS CSI-114 CARDIOLOGY EP

LABS

G-001

1E

03/29/2021

SHEET LIST

SHEET

NO. SHEET NAME

GENERAL

G-001 COVER SHEET

STRUCTURAL

S-101 PARTIAL FRAMING PLANS (EXISTING)

S-102 DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS AND SYMBOLS

A-002 PARTITION TYPES

AD107 PARTIAL SEVENTH FLOOR DEMOLITION PLAN

A-107 PARTIAL SEVENTH FLOOR FLOOR PLAN

A-117 PARTIAL SEVENTH FLOOR REFLECTED CEILING PLAN

A-127 PARTIAL SEVENTH FLOOR EQUIPMENT PLAN

A-137 PARTIAL SEVENTH FLOOR FINISH PLAN

A-201 INTERIOR ELEVATIONS

A-601 SCHEDULES & DIAGRAMS

FIRE PROTECTION

FP107 PARTIAL SEVENTH FLOOR FIRE PROTECTION PLAN

PLUMBING

P-007 PLUMBING LEGENDS & SCHEDULES

PD107 PARTIAL SEVENTH FLOOR PLUMBING DEMOLITION PLAN

MGD107 PARTIAL SEVENTH FLOOR MEDICAL GAS DEMOLITION PLAN

MG107 PARTIAL SEVENTH FLOOR MEDICAL GAS PLAN

MECHANICAL

M-007 MECHANICAL LEGENDS

MD107 SEVENTH FLOOR MECHANICAL DEMOLITION PLAN

MD108 EIGHTH FLOOR MECHANICAL DEMOLITION PLAN

M-107 SEVENTH FLOOR MECHANICAL PLAN

M-108 EIGHTH FLOOR MECHANICAL PLAN

M-607 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

E-107 SEVENTH FLOOR PARTIAL COMPOSITE PLAN

ED-107 ELECTRICAL DEMOLITION - SEVENTH FLOOR

EL-107 LIGHTING PLAN - SEVENTH FLOOR

EP-107 POWER PLAN - SEVENTH FLOOR

Grand total: 28

REVISIONS: DATE:

3/29/2021

3/29/2021

3/29/2021

T

HP

T

E-M E-N

ISOCENTER

GANTRY BASE

PLATE

TABLE BASE

PLATE

9"ø FLOOR CORE

S-102

FLOOR OPENING

S-102

0"

25' - 0"

CONCRETE AND METAL DECK ON STEEL FRAMING

VE

RI

FY

W

/ M

AN

U F

8 3 /8"

W/ MANUF.

7' - 0 1/8" VERIFY

S-102

6 SIM.

S-102

6 SIM.

ROUND BAR

REINFORCEMENT, SEE

DETAIL, TYP.

EXISTING W16x31, FIELD VERIFY

EQ

0" T

YP

EQ

TYP.

CONCRETE:

1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE MOST RECENT

EDITION OF ACI 301 & ACI 318 CODE REQUIREMENTS AND DETAILING STANDARDS.

2. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT

28 DAYS (F`c) UNLESS NOTED OTHERWISE:

A. FLOOR SLAB CONCRETE F'c = 4000 PSI

3. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE

SECURED IN POSITION PRIOR TO PLACING OF THE CONCRETE.

4. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE

WITH THE MOST RECENT EDITION OF THE ACI CODE.

5. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR

ACCESSORIES REQUIRED TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR

FINISHES AND SLAB DEPRESSIONS.

6. LOCATE ALL SLEEVES, OPENINGS, EMBEDDED ITEMS, ETC. WHICH ARE INDICATED

ON DESIGN DRAWINGS. CHECK WITH OTHER TRADES TO VERIFY THAT ALL SLEEVES,

OPENINGS, AND EMBEDDED ITEMS ARE IN PLACE AND LOCATED CORRECTLY PRIOR

TO PLACEMENT OF CONCRETE.

7. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING

CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE SUBJECT TO ENGINEER

APPROVAL.

REINFORCING STEEL:

1. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60,

ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED OTHERWISE.

2. REINFORCEMENT PROTECTION: (U.N.O.)

A. CONCRETE POURED AGAINST EARTH = 3"

B. CONCRETE POURED IN FORMS BUT EXPOSED = 2"

TO WEATHER, EARTH OR LIQUID

C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2"

D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO

WEATHER, OR IN CONTACT WITH EARTH = 1 1/2"

3. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE.

STRUCTURAL DESIGN INFORMATION:

DESIGN DATA BASED ON ASCE 7-10

RISK CATEGORY: IV

1. SNOW LOAD:

SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0 SNOW IMPORTANCE FACTOR (Is) 1.2 GROUND SNOW LOAD (Pg) 20 PSF

2. LIVE LOAD:

INTERSITITAL 25 PSF (PER EXISTING DRAWINGS)

7TH FLOOR 100 PSF (PER EXISTING DRAWINGS

3. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR (Ie) 1.50

SITE CLASS 'D'

SEISMIC DESIGN CATEGORY 'C'

STRUCTURAL STEEL:

1. STRUCTURAL AND MISC. STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE MOST RECENT EDITION OF AISC STEEL CONSTRUCTION

MANUAL AND CODE OF STANDARD PRACTICE. STEEL JOISTS SHALL CONFORM TO THE

MOST RECENT EDITION OF STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.

METAL DECK SHALL CONFORM TO THE MOST RECENT EDITION OF THE STANDARD

SPECIFICATION OF THE STEEL DECK INSTITUTE.

2. WELDING SHALL BE DONE IN ACCORDANCE WITH THE "AMERICAN WELDING SOCIETY"

(AWS) D1.1, USING E70 ELECTRODES. WELDING SHALL BE PERFORMED BY AN

APPROVED CERTIFIED WELDER.

3. NO CHANGES SHALL BE MADE IN THE STEEL STRUCTURE NOR ANY MATERIAL CUT IN THE

FIELD (UNLESS NOTED AS "FIELD CUT OR TRIM" ON DRAWINGS), WITHOUT THE

WRITTEN PERMISSION OF THE ENGINEER.

4. NO CUTTING, BURNING, OR HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL

BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS WITHOUT THE PRIOR CONSENT

OF THE ENGINEER. BOLT HOLES SHALL CONFORM WITH THE GOVERNING AISC

SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE.

5. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

THE DESIGN AND ACTUAL CONDITIONS NOTED IN THE FIELD.

6. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIAL, AND EQUIPMENT TO

ERECT ALL MISCELLANEOUS IRON AND STEEL AS DETAILED ON THESE DRAWINGS.

7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

GENERAL STRUCTURAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS

AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL

DRAWINGS WITH THE RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER

ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR

PROCEEDS WITH CONSTRUCTION.

2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL CONFORM TO THE

REQUIREMENTS OF THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE.

3. ALL STRUCUTRAL WORK MUST BE TEMPORARILY BRACED AND SUPPORTED UNTIL THE

STRUCTURE IS SUFFICIENTLY COMPLETED AND CAN SAFELY CARRY THE DESIGN AND

CONSTRUCTION LOADS.

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON

THE STRUCTURAL DRAWINGS.

5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER BEFORE PROCEEDING WITH ANY WORK THAT IS INVOLVED IN THE CONFLICT.

ABBREVIATIONS

TYPE DESCRIPTION

A.B. ANCHOR BOLT

ALT. ALTERNATE

ARCH. ARCHITECTURAL

AVG. AVERAGE

AFF ABOVE FINISH FLOOR

BFF BELOW FINISH FLOOR

BLDG. BUILDING

BM. BEAM

B.O. BOTTOM OF

BRG. BEARING

C.J. CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONST. JT. CONSTRUCTION JOINT

CONT. CONTINUOUS

D DEPTH

DET. DETAIL

DTL. DETAIL

DIA. DIAMETER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

E.W. EACH WAY

EXIST. EXISTING

EXST. EXISTING

E.F. EACH FACE

F.F. FINISH FLOOR

FLR. FLOOR

FND. FOUNDATION

FNDTN. FOUNDATION

FTG. FOOTING

F.S. FAR SIDE

GA. GAUGE

GALV. GALVANIZED

HDG HOT DIPPED GALVANIZED

HORIZ. HORIZONTAL

HORZ. HORIZONTAL

H.P. HIGH POINT

INSUL. INSULATION

I.F. INSIDE FACE

TYPE DESCRIPTION

L LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

L.P. LOW POINT

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MANUF. MANUFACTURER

MNF. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

N.S. NEAR SIDE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F OUTSIDE FACE

O.H. OVERHEAD

OHD OVERHEAD DOOR

O/O OUT TO OUT

PSF POUNDS PER SQUARE FT.

PSI POUNDS PER SQUARE IN.

R RADIUS

REINF. REINFORCING

SIM. SIMILAR

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.B.L. TOP OF BRICK LEDGE

T.O.F TOP OF FOOTING

T.O.F.W. TOP OF FOUNDATION WALL

T.O.P. TOP OF PIER

T.O.S TOP OF STEEL

TRANS. TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.S.C VERTICAL SLOTTED CONN.

V.B.F. VERTICAL BRACED FRAME

WWF WELDED WIRE FABRIC

W WIDTH

W/ WITH

REINFORCEMENT INSTALLATION NOTES

1. EXISTING COMPOSITE BEAMS MARKED ON THIS SHEET REQUIRE

REINFORCEMENT TO SUPPORT NEW FLOOR MOUNTED EQUIPMENT

LOADS. SEE TYPICAL DETAIL PER PLAN.

2. COMPOSITE BEAMS ANALYZED PER LOADING INFORMATION ON EXISTING

DRAWINGS DATED 11/22/95.

3. REINFORCEMENT BARS (MIN. 5'-0" LENGTHS) TO BE SPLICED ALONG

BEAM WITH 6" FILLET WELD AT ENDS, BOTH SIDES OF BAR, TYPICAL.

4. PROTECT EXISTING UTILITIES ON INTERSTITIAL LEVEL WHEN INSTALLING

REINFORCEMENT. PROTECT HANGER RODS ON BOTTOM FLANGE OF

COMPOSITE BEAMS. FIFTH FLOOR SPACES DIRECTLY ABOVE AREA OF

CONSTRUCTION MUST BE UNOCCUPIED DURING WELDING.

5. NOTIFY THE ENGINEER OF RECORD IF CONFLICTS OCCUR OR EXISTING

CONDITIONS DO NOT ALLOW FOR INSTALLATION OF REINFORCING BAR.

6. REINFORCEMENT ON THIS SHEET MUST BE IN PLACE PRIOR TO

INSTALLING FLOOR MOUNTED EQUIPMENT.

FLOOR INSTALLATION NOTES

1. EXISTING 3" CONCRETE & 2" COMPOSITE DECK ON STEEL FRAMING,

FIELD VERIFY. EXISTING #3 BAR @ 18" ON CENTER, EACH WAY. UTILIZE

GROUND PENETRATING RADAR TO LOCATE EXISTING REINFORCEMENT

PRIOR TO PLACEMENT OF FLOOR PLATES. NOTIFY ENGINEER OF

RECORD OF EXISTING REINFORCEMENT PLACEMENT PRIOR TO

INSTALLATION OF FLOOR PLATES.

2. DO NOT CUT EXISTING SHEAR STUDS LOCATED WITHIN THE SLAB ON

TOP OF ALL EXISTING BEAMS.

E-M E-N

1'

- 1

1/ 4"

1'

- 4

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

16' - 0"

S-102

MATCH EXISTING SPACING NO GREATER THAN 5'-0" O.C.

FIELD VERIFY LOCATIONS OF EXISTING UPPER SLOTTED CHANNEL LOCATION.

UTILIZE GPR TO LOCATE EXISTING SLAB

REINFORCEMENT PRIOR TO CORING

CONCRETE. DO NOT CUT EXISTING

REINFORCEMENT.

S-102

6 SIM.

S-102

6 SIM.

S-102

S-102

AC/CU ABOVE, SEE

PLATFORM DETAIL

S-102

EXISTING CONCRETE DECK ON STEEL BEAM FRAMING

SLOTTED CHANNEL GRID SYSTEM,

SEE DETAIL

0"

25' - 0"

S-102

EXTEND TO FACE OF WALLS

16' - 7" ±

EXTEND TO FACE OF WALLS

4' - 9" ±

S-102

6 SIM.

S-102 architecture · engineering

W E

R

EC

YC

LE

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021 S-101

PARTIAL FRAMING PLANS

(EXISTING)

506-CSI-114CSI-114 CARDIOLOGY EP

LABS

ALM SJT

1E

1/4" = 1'-0"

PARTIAL 7TH FLOOR FRAMING PLAN (EXISTING)

REVISIONS: DATE:

1/4" = 1'-0"

PARTIAL 8TH FLOOR FRAMING PLAN (EXISTING)

VARIES

1 1/4" MIN. MODIFY PLATE SIZE AS REQUIRED FOR

ANCHORS TO BE PLACED MIN. 1 1/4" FROM

EDGE OF UNCUT DECK FLUTES, TYP.

3/8" STEEL PLATE ANCHORED TO BOTTOM OF

EXISTING CONCRETE FLOOR USING (4) 1/2" x 3"

LG. HILTI KH-EZ SCREW ANCHORS (OR EQUAL).

FILL OPENING WITH LIGHTWEIGHT CONCRETE

OR NON-SHRINK GROUT TO MATCH ADJACENT

CONSTRUCTION.

FOR OPENINGS LARGER THAN 12", ADHESIVE

SET #4 x 12" LG. AT 12" O.C. AROUND

PERIMETER. ADHESIVE TO BE HILTI HIT-HY 200

OR APPROVED EQUAL.

6"

EXISTING INTERSTITIAL

BEAMS & FLOOR

P5000 SLOTTED CHANNEL FASTENED

TO INTERSTITIAL FLOOR

CEILING

P1001 SLOTTED

CHANNEL FOR

EQUIPMENT TRACK

SEE PLAN SEE PLAN

L4x4x1/4 CONNECTOR TO

INSTERSTICE FRAMING FOR

BRACING. BOLT OR WELD TO

SLOTTED CHANNEL.

REQUIRED CLEARANCE

9'-9 5/16" (±3/16") FROM

TOP OF CLEA PLATE

3/16

TYP. 3/16

2"

1/8 3

1/8 3 TYP.

FI

EL

D

VE

RI

FY

1'

- 6

5/ 8"

BRACE EACH SLOTTED CHANNEL AT

10'-0" O.C., STAGGERED

L4x4x1/4"

L4x4x1/4"

L4 x4 x1 /4"

L4 x4 x1 /4"

3/16

3/16 TYP.

OPENING TO MEET MECH.

EQUIPMENT AND OPENING

REQUIREMENTS. VERIFY ALL

LOCATIONS W/ MECH. AND ARCH.

PLANS

STEEL BEAM PER FRAMING

PLAN, TYP.

NOTE:

THIS FRAMING IS FOR STEEL JOIST

SPACING OF 8'-4" O.C. (SPANS OF

GREATER THAN 8'-4" O.C. REQUIRE

SPECIAL DESIGN)

A

A

NOTES:

1. PROVIDE AND INSTALL FLOOR SUPPORT FRAMING AS

SHOWN IN THIS DETAIL FOR NEW MECHANICAL DUCT

PENETRATIONS GREATER THAN 6" DIAMETER.

2. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS

FOR ADDITIONAL INFORMATION ON FLOOR PENETRATIONS

AND INFILL LOCATIONS.

3. REMOVE EXISTING FIREPROOFING FOR INSTALLATION OF

OPENING FRAMING. REPLACE FIREPROOFING IN KIND.

FLOOR OPENING

SHIM FLUSH WITH EXISTING

METAL DECK

3/16 3

3/16 3 TYP.

EXISTING FLOOR FRAMING

WITH FIREPROOFING

STEEL ANGLE TO SUPPORT

EXISTING METAL DECK AT OPENING

3/16 3

3/16 3 TYP.

SECTION A-A

TY

P.6"

EXTEND REINFORCEMENT PLATE

(2) FLUTES BEYOND OPENING

1/8 1

TYP.

EACH

FLUTE

OPENING DIAMETER GREATER

THAN 6", LESS THAN 18"

EXISTING CONCRETE ON METAL DECK

EXISTING FLOOR

FRAMING BELOW

NOTES:

1. PROVIDE AND INSTALL FLOOR SUPPORT FRAMING AS SHOWN IN THIS DETAIL

FOR NEW MECHANICAL DUCT PENETRATIONS GREATER THAN 6" DIAMETER.

2. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON FLOOR PENETRATIONS AND INFILL LOCATIONS.

3. REMOVE EXISTING FIREPROOFING FOR INSTALLATION OF OPENING FRAMING.

REPLACE FIREPROOFING IN KIND.

3/8" STEEL PLATE BELOW

MOUNTING PLATE PER SUPPLIER

SPECIFICATIONS

1" THICK STEEL PLATE. COORDINATE DIAMETER WITH

BOOM SUPPLIER MOUNTING PLATE SPECIFICATIONS.

L4x4x3/8" ANGLES, SEE

PLAN

CEILING, SEE PLANS

L4x4x1/4 ANGLES (WELDED)ALIGNED WITH

EQUIPMENT SUPPORT POINTS

AC/CU EQUIPMENT PER

MECHANICAL DRAWINGS

EXISTING CONCRETE AND METAL DECK ON STEEL FRAMING (9TH

FLOOR). REMOVE FIREPROOFING TO PERFORM WORK. REPLACE

IN KIND.

3/16 2 3/16 2 TYP. L4x4x3/8, TYP.

1/4" WEB STIFFENER

BEYOND, TYP. EACH BRG.

POINT

SEE EQUIPMENT DRAWINGS

DR

AW

IN

GS

SE

E

EQ

UI

P.

3"

2"

EXISTING SLAB REINFORCEMENT

FLOOR PLATE BY EQUIPMENT MANUF.

EXISTING CONCRETE SLAB ON METAL DECK

1/2" THICK STEEL PLATE. TACK WELD TO

EXISTING DECK.

3/4"ø THROUGH BOLT COUNTER SUNK WITH

TOP AND BOTTOM WASHER. TACK WELD

BOTTOM NUT OR DESTROY THREADS. SEE

EQUIPMENT DRAWINGS FOR ADDITIONAL

INFORMATION.

SEVENTH FLOOR

896' - 8 1/4"

EXISTING CONCRETE SLAB ON METAL DECK

W/ SHEAR STUDS

EXISTING STEEL BEAM

1.25"ø CONT. ROUND BAR REINFORCEMENT, SEE FRAMING

PLAN FOR LENGTH

NOTE:

STAGGER WELDS SUCH THAT WELDS ON EACH

SIDE OF WEB DO NOT ALIGN

3/16 3-126" T&B AT

ENDS,

TYP. 3/16 3-12

architecture · engineering

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1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

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Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021 S-102

DETAILS 506-CSI-114CSI-114 CARDIOLOGY EP

LABS

ALM SJT

1E

REVISIONS: DATE:

1 1/2" = 1'-0"3 TYPICAL FLOOR INFILL DETAIL

1 1/2" = 1'-0"7 SLOTTED CHANNEL GRID SUPPORT DETAIL

3/4" = 1'-0"6 TYPICAL FLOOR OPENING FRAMING DETAIL

1" = 1'-0"8 INTERSTITIAL FLOOR OPENING REINFORCEMENT DETAIL

3/4" = 1'-0"5 BOOM SUPPORT DETAIL

3/4" = 1'-0"4 AC/CU PLATFORM DETAIL

1 1/2" = 1'-0"1 FLOOR PLATE DETAIL

1 1/2" = 1'-0"2 BEAM REINFORCEMENT DETAIL

MOUNTING HEIGHT

COORDINATION

ARCHITECTURAL, MECHANICAL & ELECTRICAL

TRADES SHALL COORDINATE LOCATIONS OF

WALL MOUNTED ITEMS TO ALIGN EITHER

VERTICALLY OR HORIZONTALLY.

FINISH FLOOR LINE

DRAWING REFERENCE SYMBOLS

DETAIL REFERENCE

ENLARGED DETAIL

WALL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

EXISTING COLUMN LINE

NEW COLUMN LINE

VIEWNUMBER

SHEETNUMBER

VIEWNUMBER

SHEETNUMBER

A-201

A

H

F

DTL./ELEV./SECTION

REFERENCE

DETAIL/ELEV./SECTION #

SHEET ORIGIN

BUILDING SECTION2

A-200

A-200

A-200

A-200

MAX.

REACH

DEPTH

MAX.

REACH

HEIGHT

0.5"

48"

2"

46"

5"

42"

6"

40"

9"

36"

11"

34"

GENERAL MAXIMUM REACH DEPTH AND HEIGHT

FOR HAND DRYERS / TOWEL DISPENSERS

MAX. REACH DEPTH

F O

R R

E A

C H

D E

P T

H M

A X

H

E

IG

H T

M

IR

R O

R O

R

M

IR

R O

R

S H

E

LF

U

.N .O

(M

A X

(M

IN

.) U

.N .O

T O

W E

L D

IS

P

E N

S E

M U

LT

I- P

U R

P O

S

U

IT

T O

W E

L D

IS

P

E N

S

E C

E P

T A

C

LE

W A

S

C

E P

T A

C

LE

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M A

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12"

M O

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M A

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24"

BOTTOM OF

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BOTTOM OF

LIGHT FIXTURE

M

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24" MIN.

36" MAX.

M

IN

M

IN

24" MIN.

42" MAX.

M

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36" MAX.

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24" MIN.

42" MAX.

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M

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54" MIN.

18" GRAB BAR

42" GRAB BAR

M A

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6" MAX. 36"

(MIN.)

18"

36" GRAB

BAR

40"

13" MAX.

42" 42"

W A

T E

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W A

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(M A

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18"

T R

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SHOWER SEAT

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IN

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IN

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T H

11"

(MIN.)

17"

3" (MAX.)

WALL

SPACE

AVAILABLE

U.N.O.

NOTE:

WATER SUPPLY & DRAIN

PIPES BELOW LAVATORIES

AND SINKS MUST BE

INSULATED OR OTHERWISE

CONFIGURED TO PROTECT

AGAINST CONTACT.

E W

C

IN

K

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IN

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MAX.

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6" MAX.

ALIGN WITH EDGE OF SEAT

M

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A N

D /O

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T E

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F H

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E V

A

LV

E architecture · engineering

W E

R E

C Y

C L E

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021 A-001

ARCHITECTURAL LEGENDS AND

SYMBOLS

506-CSI-114CSI-114 CARDIOLOGY EP

LABS

TPM MRB

1E

ABBREVIATIONS

ABBREVIATION FULL TEXT

S

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKETS

SC SOLID CORE

SCH SCHEDULE

SCONC SEALED CONCRETE

SCWD SOLID CORE WOOD

SECT SECTION

SER.RECPT SERVICE RECEPTOR

SH SHELF

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SLR CONCRETE SEALER

SLS SOLID SURFACE

SLV SHORT LEG VERTICAL

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

SSM SOLID SURFACING MATERIAL

STD STANDARD

STDW STANDARD WEIGHT (STEEL PIPE)

STL STEEL

STOR STORAGE

STRL STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYM SUSPENSION SYMMETRICAL

T

T TREAD

T&G TONGUE AND GROOVE

T.O.C. OR T/C TOP OF CONCRETE

T.O.F. OR T/F TOP OF FOOTING

T.O.M. OR T/M TOP OF MASONRY

T.O.P. OR T/P TOP OF PAVEMENT

T.O.S. OR T/S TOP OF STEEL

T.O.W. OR T/W TOP OF WALL

T/ TOP OF

TB TRUSS BEARING

TG TEMPERED GLASS

THK THICK

THRESH THRESHOLD

TLT TOILET

TP TOILET PARTITION

TR TRANSITION TRIM

TYP TYPICAL

TYP TYPICAL

U

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCO WALL CLEAN OUT

WCVR WALLCOVERING

WD WOOD

WP WATERPROOFING

WP WORKPOINT

WS WINDOW SHADE

WSCT WAINSCOT

WT WEIGHT

ABBREVIATIONS

ABBREVIATION FULL TEXT

H

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD

HDPB HIGH DENSITY PARTICLEBOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HWD HARDWARE

I

I.D. OR ID INSIDE DIAMETER

I.E. INVERT ELEVATION

IG INSULATING GLASS

IN INCHES

INCL INCLUDING, INCLUSIVE

INSUL INSULATION

INT INTERIOR

IPS INTERIOR PAINT SYSTEM

J

JAN JANITOR

JT JOINT

K kW KILOWATTS kWh KILOWATT HOURS

L

LAD LADDER

LAM LAMINATED

LAV LAVATORY

LF LINEAR FEET

LGTH LENGTH

LH LEFT HAND

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOUVER OPENING

LP LIGHTING PANEL

LPG LIQUID PETROLEUM GAS

LPS LOW PRESSURE STEAM

LT LIGHT

LWT LEAVING WATER TEMPERATURE

M

MA MEDICAL AIR

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBH THOUSAND BTU/HR

MC MEDICINE CABINET

MCA MINIMUM CIRCUIT AMPACITY

MCC MULTI-COLOR COATING

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMBWP MEMBRANE WATERPROOFING

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFS MAXIMUM FUSE SIZE

MG MEDICAL GAS

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN. MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MM MISCELLANEOUS METALS

MO MASONRY OPENING

MOCP MAXIMUM OVERCRRENT PROTECTION

MPC MICHIGAN PLUMBING CODE

MR MANUFACTURER'S RECOMMENDATIONS

MT MARBLE TILE

MTD MOUNTED

MUL. MULLION

N

N NORTH

N.S. NEAR SIDE

NF NO FINISH

NIC NOT IN CONTRACT

NO NUMBER

NPSH NET POSITIVE SUCTION HEAD

NSNS NON SHRINK NON STAIN GROUT

NTS NOT TO SCALE

NTS NOT TO SCALE

O

O.C. OR OC ON CENTER

OBSGL OBSCURE GLASS

OD OUTSIDE DIAMETER

OHDR SECTIONAL OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

P

P PAINT

PART PARTITION

PB PARTICLE BOARD

PC PRECAST

PCS PIECES

PERM PERMANENT

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLY PLYWOOD

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

Q

QT QUARRY TILE

QTB QUARTZ TILE BASE

QTZ QUARTZ

R

R RISER

RA RETURN AIR

RB RUBBER BASE

RC ROOF CONDUCTOR

RD ROOF DRAIN

RD ROUND

RECVG RECEIVING

REF REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

RF RESILIENT FLOORING

RH RIGHT HAND

RL ROOF LADDER

RM ROOM

RO ROUGH OPENING

RS ROOF SUMP

RWD REDWOOD

ABBREVIATIONS

ABBREVIATION FULL TEXT

A

AB ANCHOR BOLT

ABI ADDITIVE BID ITEM

AC ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS DOORS

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AWP ACOUSTICAL WALL PANEL

B

B/ BOTTOM OF

BD BOARD

BF BARRIER FREE

BIT BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLKHD BULKHEAD

BOTT BOTTOM

BP BASE PLATE

BS BOTH SIDES

BUR BUILT UP ROOFING

C

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CG CORNER GUARD

CH CHANNEL

CHKDPL CHECKERED PLATE

CJ CONTROL JOINT

CL CENTERLINE

CL TO CL CENTERLINE TO CENTERLINE

CLG CEILING

CLK CAULKING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CASED OPENING OR CLEAN OUT

COL COLUMN

COMP COMPRESSIBLE

COMPO COMPOSITION

CONC CONCRETE

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET TILE

CTR COUNTER

CTSK COUNTERSINK

D

DEXS DOUBLE EXTRA STRONG (STEEL PIPE)

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWN SPOUT

DT DRAIN TILE

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

EIFS EXTERIOR INSULATION AND FINISH

SYSTEMS

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRICAL

ELEV ELEVATOR OR ELEVATION

ENCL ENCLOSURE

EP EPOXY PAINT

EPS EXTERIOR PAINT SYSTEM

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EX EXISTING

EXGR EXISTING GRADE

EXP EXPANSION

EXS EXTRA STRONG (STEEL PIPE)

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC/UPHOLSTERY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR

FLL FLOOR LINE

FLUOR FLUORESCENT

FOC FACE OF COLUMN

FOCONC FACE OF CONCRETE

FRC FIBER REINFORCED CONCRETE

FRP FIELD REINFORCED PANEL

FRPFG FIREPROOFING

FS FULL SIZE

FT FOOT, FEET

FTG FOOTING

FUR FURRING

FV FIELD VERIFY

G

G.B. GRAB BAR, GRADE BEAM

G.O. GRILL OPENING

GA GAUGE

GALV GALVANIZED

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS

GND. GROUND

GR. GRADE

GRTG. GRATING

GSCFT GLAZED STRUCTURAL CLAY FACING TILE

GT GROUT

GYP. BD. GYPSUM BOARD

REVISIONS: DATE:

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE.

2 1/2" DEEP SLOTTED

METAL DEFLECTION

TRACK FASTENED TO

DECK @ 2'-0" O.C.

CEILING - SEE ROOM

FINISH SCHEDULE.

METAL STUDS @ 16" O.C.

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE

METAL RUNNER CHANNEL

SECURE TO FLOOR

SOUND ATTENUATION BATT

INSULATION

GYPSUM BOARD

NOTE: EXTEND GYPSUM

BOARD AND FINISHES TO

UNDERSIDE OF DECK (DO

NOT SECURE GYP. BD TO

TRACK)

UNDERSIDE OF DECK ABOVE

PARTITION TYPE '1A'

(NON-RATED/3 5/8" METAL STUDS/INSULATED)

WALL BASE, SEE ROOM

FINISH SCHEDULE

1B, 1E, 1F - 1/16" LEAD LINED

SHEET UP TO 7'-0", SEE PLAN

FOR SIDE OF STUD LOCATION

PARTITION TYPE '1B'

(NON-RATED/3 5/8" METAL STUDS/INSULATED/LEAD LINED)

PARTITION TYPE '1C' (NOT USED)

(NON-RATED/3 5/8" METAL STUDS/UNINSULATED)

PARTITION TYPE '1D' (NOT USED)

(NON-RATED/6" METAL STUDS/UNINSULATED)

PARTITION TYPE '1E'

(NON-RATED/6" METAL STUDS/INSULATED/LEAD LINED)

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE.

2 1/2" DEEP SLOTTED METAL

DEFLECTION TRACK FASTENED

TO DECK @ 2'-0" O.C.

METAL STUDS @ 16" O.C.

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE

METAL RUNNER CHANNEL

SECURE TO FLOOR

2B - SOUND ATTENUATION

BATT INSULATION

GYPSUM BOARD

NOTE: EXTEND GYPSUM

BOARD AND FINISHES TO

UNDERSIDE OF DECK (DO

NOT SECURE GYP. BD TO

TRACK)

UNDERSIDE OF DECK ABOVE

PARTITION TYPE '2A'

(NON-RATED/3 5/8" METAL STUDS/UNINSULATED)

WALL BASE, SEE ROOM

FINISH SCHEDULE

2B - 1/16" LEAD LINED SHEET

UP TO 7'-0" A.F.F., SEE PLAN

FOR SIDE OF STUD LOCATION

PARTITION TYPE '2B'

(NON-RATED/3 5/8" METAL STUDS/INSULATED/LEAD LINED)

PARTITION TYPE '2C' (NOT USED)

(NON-RATED/2 1/2" METAL STUDS/UNINSULATED)

EXISTING SEALANT

EXISTING DEFLECTION

TRACK

CEILING - SEE ROOM

FINISH SCHEDULE

EXISTING METAL STUDS

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE METAL RUNNER CHANNEL

SECURE TO FLOOR

SOUND ATTENUATION BATT INSULATION

3A & 3B - NEW 5/8" GYPSUM BOARD

NOTE: EXTEND GYPSUM BOARD

AND FINISHES TO UNDERSIDE

OF DECK (DO NOT SECURE

GYP. BD TO TRACK)

UNDERSIDE OF EXISTING DECK

ABOVE

PARTITION TYPE '3A'

(NON-RATED/EXISTING CONSTRUCTION/EXISTING INSULATION)

EXISTING WALL BASE 3B & 3C - 1/16" LEAD LINED SHEET

UP TO 7'-0" A.F.F., SEE PLAN FOR

SIDE OF STUD LOCATION

PARTITION TYPE '3B'

(NON-RATED/EXISTING CONSTRUCTION/EXISTING INSULATION/LEAD LINED)

3C & 3D - NEW 5/8" GYPSUM BOARD

EXISTING GYP. BD. TO REMAIN

U.N.O.

PARTITION TYPE '3C'

(NON-RATED/EXISTING CONSTRUCTION/NEW INSULATION/LEAD LINED)

PARTITION TYPE '3D'

(NON-RATED/EXISTING CONSTRUCTION/NEW INSULATION)

PARTITION TYPE '3E'

(NON-RATED/EXISTING CONSTRUCTION/EXISTING INSULATION/LEAD LINED)

3E - NEW LEAD LINED GYPSUM

BOARD TO MATCH EXISTING

CEILING - SEE ROOM

FINISH SCHEDULE

5A,C - METAL STUDS @ 16" O.C.

5B - EXISTING METAL STUD

CONTINUOUS

ACOUSTIC SEALANT

EACH SIDE

METAL RUNNER

CHANNEL SECURE

TO FLOOR

SOUND ATTENUATION

BATT INSULATION

GYPSUM BOARD

PARTITION TYPE '5A'

(1-HR RATED/3 5/8" METAL STUDS/INSULATED/DESIGN UL-U419)

METAL STUD

FIRESTOPPING @ CEILING

FILL VOIDS W/ SAFING

INSULATION

UNDERSIDE OF METAL

DECK ABOVE

FIRESTOPPING & SEALANT

SYSTEM

GYP. BD. CLOSURE CUT

TO DECK PROFILE

2 1/2" DEEP SLOTTED

METAL DEFLECTION &

FIRESTOP TRACK

FASTENED TO DECK @

2'-0" O.C.

WALL BASE

PARTITION TYPE '5B'

(1-HR RATED/EXISTING METAL STUDS/INSULATED/DESIGN UL-U419)

PARTITION TYPE '5C'

(1-HR RATED/8" METAL STUDS/INSULATED/LEAD LINED/DESIGN UL-U419)

5C - 1/16" LEAD LINED SHEET

UP TO 7'-0", SEE PLAN FOR

SIDE OF STUD LOCATION

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE.

2 1/2" DEEP SLOTTED

METAL DEFLECTION

TRACK FASTENED TO

DECK @ 2'-0" O.C.

CEILING - SEE ROOM

FINISH SCHEDULE.

CONTINUOUS

ACOUSTIC SEALANT

EACH SIDE.

METAL RUNNER

CHANNEL SECURE

TO FLOOR

SOUND ATTENUATION

GYPSUM BOARD

NOTE: EXTEND GYPSUM BOARD

AND FINISHES TO UNDERSIDE OF

DECK (DO NOT SECURE GYP. BD

TO TRACK)

UNDERSIDE OF DECK

ABOVE

PARTITION TYPE '6A'

WALL BASE, SEE

ROOM FINISH

SCHEDULE

(NON-RATED/ 3 5/8" METAL STUDS w/ 3 5/8" METAL STUDS/INSULATED) (LEAD LINED)

LEAD-LINED

(SHOWN DASHED)

HEIGHT TO BE 7'-0" A.F.F. -

WHERE OCCURS

THICKNESS

SEE PLAN FOR

T1 - TYPICAL TEMPORARY

CONSTRUCTION PARTITION

NOT TO SCALE

UNDERSIDE OF EXISTING

DECK

1 HR RATED TEMPORARY

PARTITION. HI-IMPACT 5/8"

GYP. BOARD ON 4" METAL

STUDS. FINISH OCCUPIED

SIDE PER ROOM FINISH

SCHEDULE

PLASTER TAPE ALL GYP. BD.

JOINTS. SECURE ALL TAPE

WITH RAM-TACK HIGH TACK

SPRAY OR EQUAL.

OCCUPIED SIDE

RENOVATION SIDE

2 1/2" DEEP SLOTTED

METAL DEFLECTION

TRACK FASTENED TO

DECK @ 2'-0" O.C.

COMPRESSIBLE

INSULATION

SEAL PERIMETER

COMPRESSIBLE

INSULATION

SEAL PERIMETER

MECHANICALLY FASTEN

BOTTOM TRACK TO FLOOR

PARTITION TYPE GENERAL NOTES

1. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD UNLESS NOTED OTHERWISE.

2. PROVIDE CEMENTITIOUS BACKER BOARD AT ALL SHOWER WALLS, TYP.

3. PROVIDE GLASS MAT WATER RESISTANT BACKER BOARD AT ALL WALLS WITH

TILE FINISH, EXCEPT SHOWER WALLS, TYP.

4. IF NOT SHOWN ON DRAWINGS, PROVIDE CONTROL JOINTS IN GYPSUM BOARD

ASSEMBLIES AS DESCRIBED IN ASTM C 840-08 OR GA-216-2013.

5. PROVIDE FIRE RATED WOOD NAILERS AND BLOCKING - 5/8" PLYWOOD OR 18

GAUGE PLATE AS REQUIRED FOR INSTALLATION OF WALL SUPPORTED

EQUIPMENT.

architecture · engineering

W E

R E

C Y

C L E

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021 A-002

PARTITION TYPES 506-CSI-114CSI-114 CARDIOLOGY EP

LABS

TPM MRB

1E

REVISIONS: DATE:

COR TO COORDINATE A MEETING BETWEEN

CONTRACTOR AND CARDIOLOGY NURSE

MANAGER TO ESTABLISH A CONSTRUCTION PLAN.

THE PLAN SHOULD ADDRESS ACCESSIBILITY

CONCERNS THROUGH SHARED CORRIDORS AND

TAVR LAB CONTROL ROOM E747A ALONG WITH

TEMPORARY PARTITION LOCATIONS.

DEMO PLAN LEGEND:

EXISTING WALL OR PARTITION

TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING BUILDING COMPONENT

& STRUCTURE TO REMAIN

EXISTING WALL/PARTITION OR

EXISTING ITEMS TO BE REMOVED

EXISTING DOOR & FRAME TO BE

REMOVED

EXISTING ASSEMBLY TO BE

REMOVED

NOTE: ALL ITEMS SHOWN DARK

AND DASHED ARE TO BE

DEMOLISHED- U.N.O.

GENERAL DEMOLITION NOTES:

1. ALL EXISTING LOOSE MATERIALS, FURNITURE, PORTABLE ELECTRONIC

DEVICES AND EQUIPMENT TO BE RETAINED BY THE OWNER WILL BE MOVED

PRIOR TO DEMOLITION.

2. REFER TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE PROTECTION DRAWINGS, AND SPECIFICATION SECTION

017000 (EXECUTION REQUIREMENTS) FOR OTHER DEMOLITION NOTES AND

INFORMATION.

3. SHORE AND BRACE ALL WORK REQUIRED TO REMAIN.

4. THE CONTRACTOR SHALL FIELD VERIFY EXACT DIMENSIONS AND

CONDITIONS IN FIELD PRIOR TO START OF WORK.

5. DOCUMENTS ARE BASED ON OWNER'S RECORD DRAWINGS AND ARE SHOWN

TO ASSIST THE BIDDERS ONLY. CONTRACTOR AND SUBCONTRACTORS SHALL

VISIT THE SITE PRIOR TO SUBMITTING BID AND BECOME FAMILIAR WITH ALL

CONDITIONS AND NEW WORK. NOTIFY ARCHITECT IMMEDIATELY OF

DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

6. ALL DISTURBED SURFACES TO BE PATCHED/ REPAIRED TO RECEIVE NEW

FINISHES IN A LIKE-NEW CONDITION TO MATCH ADJACENT FINISH.

7. ALL EXISTING ATTACHED ITEMS (WALL GUARDS, SWITCHES, ETC.) AND

EQUIPMENT TO BE RETAINED ARE TO BE REMOVED AND REINSTALLED BY

CONTRACTOR UPON COMPLETION OF FINISHING WORK.

8. ANY ITEMS LEFT IN DEMOLITION AREAS WILL BECOME THE PROPERTY OF

DEMOLITION CONTRACTOR FOR THEIR OFF-SITE DISPOSAL AT THE

CONTRACTOR'S EXPENSE. CONSTRUCTION MANAGER TO COORDINATE

DEMOLITION WORK WITH OWNER AND CONTRACTOR PRIOR TO START OF

WORK.

9. CONDUITS, CONDUCTORS AND FEEDERS TO ALL ELECTRICAL LOADS BEING

DEMOLISHED ARE TO BE REMOVED BACK TO THEIR SOURCE IN ACCORDANCE

WITH THE N.E.C. THIS IS TO INCLUDE POWER, LIGHTING CONTROLS, AND ALL

COMMUNICATION SYSTEMS.

10. COORDINATE WITH PLUMBING AND MED. GAS CONTRACTORS IN SELECTIVE

REMOVAL OF VENTS, WASTE PIPING, RAIN WATER CONDUCTORS AND MED.

GAS PIPING IN AREA AFFECTED BY THE WORK. REFER ALSO TO PLUMBING

DEMO DRAWINGS.

11. PATCH/REPAIR/REPLACE ALL MATERIALS AFFECTED BY RENOVATION TO

MATCH ORIGINAL EXISTING MATERIAL, FINISH, COLOR, ETC., U.N.O.

12. PATCH, REPAIR, REPLACE EXISTING MATERIALS AS REQUIRED TO RECEIVE

NEW FINISHES.

13. REFER TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE PROTECTION DRAWINGS, AND SPECIFICATION SECTION

017000 (EXECUTION REQUIREMENTS) FOR OTHER DEMOLITION NOTES AND

INFORMATION.

14. REFER TO FLOOR PLAN FOR DIMENSIONS AND OTHER INFORMATION NOT

SHOWN HERE.

15. SOME FOUNDATION WALLS & FOOTINGS MAY BE ALLOWED TO REMAIN

(BELOW GRADE.) COORDINATE WITH UTILITIES AND ALL TRADES. --

A. WHERE FOUNDATION WALLS AND FOOTINGS ARE ALLOWED TO

REMAIN, REMOVE FOUNDATION TO 8" BELOW SLAB AS REQUIRED TO PROVIDE

FOR NEW SLAB.

16. ALL ITEMS TO BE REMOVED ARE SHOWN DARKER AND DASHED, U.N.O.

E-M E-N E-P

(ABOVE) (ABOVE)

ELECTROPHYSIOLOGY

E741

ELECTROPHYSIOLOGY

E744

CONTROL

E742

CLEAN UTILITY

E740

CORRIDOR

C7-23

EQUIPMENT

E743

CORRIDOR

C7-22

CONTROL LAB

E747A

ELEC.

EQUIPMENT

E747B

SOILED UTILITY

E??

PATIENT

ENTRY

E??

ECHO ROOM

E??

TAVR / CATH

LAB

E747

EXISTING CEILING

TO REMAIN

EXISTING FLOORING

TO REMAIN

(UP TO 7'-10")

E X

IS

T

IN

G C

E

IL

R E

M A

IN

D3 D16

D6 D15

D15

D15

D15

D15 D15

D15D15

D6

D1

D3

D3

D3

D3

D4

D5

D4

D4

D4

D3

D16

D1

D1 D1D2D5 D29

D29

D1

D29

D1

D1

D29

D2

D2

D1

D30 D30

D1

D15

D1

D30

D30

D1

D15

D15

D1 D2

D2 D1

D5

D30

D2

D1D2

D2

D2

D15

D30

D7 D9

D25

D7 D9

D13

D13

D20 D20

D20

D20

D21

D23

D22

D20

D20

D13

D21

D21

D21

D21

E X

IS

T

IN

G F

LO

R E

M A

IN

E X

IS

T

IN

G C

E

IL

R E

M A

IN

D9 D7

D7 D9

D7 D9

D7 D9

D21

D21D21

D21

D7

D9

D18

D17

D10

D10D10

D10 D10

D10

D7

D9

D27

D27

D27 D27

D31

D31

D31

D31

CONTRACTOR TO COORDINATE WITH

VA COR FOR ACCESS TO CONTROL

LAB E747A AND MEANS AND METHODS

FOR WORK ALONG SOUTH WALL

D9 architecture · engineering

W E

R E

C Y

C L E

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021

AD107

PARTIAL SEVENTH FLOOR

DEMOLITION PLAN

506-CSI-114CSI-114 CARDIOLOGY EP

LABS

TPM MRB

1E

DEMOLITION KEY

KEY VALUE KEYNOTE TEXT

D1 REMOVE EXISTING WALL, BASE TRIM, ALL ATTACHED/EMBEDDED ITEMS, AND ALL OTHER

ASSOCIATED WALL MATERIALS FROM FLOOR TO DECK ABOVE. PATCH AND REPAIR ADJACENT

WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED FOR

PROPER INSTALLATION OF NEW FINISHES. STEEL STRUCTURE TO REMAIN.

D2 REMOVE EXISTING LEAD LINED WALL, BASE TRIM, ALL ATTACHED/EMBEDDED ITEMS, AND ALL

OTHER ASSOCIATED WALL MATERIALS FROM FLOOR TO DECK ABOVE. PATCH AND REPAIR

ADJACENT WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR AS

REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES. STEEL STRUCTURE TO REMAIN.

D3 REMOVE EXISTING DOOR ASSEMBLY INCLUDING DOOR(S), SIDELIGHTS, GROUT FILLED FRAMES, THRESHOLD, HARDWARE, ANCHORS, AND TRIM (ON BOTH SIDES OF EACH DOOR). PATCH AND

REPAIR ADJACENT WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR

AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

D4 REMOVE EXISTING LEAD LINED DOOR ASSEMBLY INCLUDING DOOR(S), SIDELIGHTS, GROUT

FILLED FRAMES, THRESHOLD, HARDWARE, ANCHORS, AND TRIM (ON BOTH SIDES OF EACH

DOOR). PATCH AND REPAIR ADJACENT WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

D5 REMOVE EXISTING LEAD LINED WINDOW INCLUDING FRAME AND ALL HARDWARE ASSOCIATED

WITH EXISTING WINDOW.

D6 SAW CUT WALL FOR NEW DOOR/WINDOW. PATCH AND REPAIR ADJACENT SURFACES AT AREAS

OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW

FINISHES.

D7 REMOVE EXISTING CEILING INCLUDING ALL BRACKETS, ANCHORS & SUPPORTS. PATCH AND

REPAIR ADJACENT SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR AS

REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES. PROVIDE NEW CEILING TILES FOR

ANY ADJACENT TILES THAT ARE TO REMAIN, THAT ARE DAMAGED DURING DEMOLITION.

D9 REMOVE EXISTING FINISH FLOOR MATERIALS AND WALL BASE AND ADHESIVE/MORTAR AS

REQUIRED FOR PROPER INSTALLATION OF NEW FLOOR FINISH. PATCH AND REPAIR ADJACENT

WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED FOR

PROPER INSTALLATION OF NEW FINISHES.

D10 REMOVE EXISTING CORNER GUARD. PATCH AND REPAIR AREA OF REMOVAL AS REQ'D.

CONTRACTOR TO VERIFY QUANTITIES AND LENGTHS IN FIELD.

D13 REMOVE EXISTING MILLWORK AND/OR WALL MOUNTED SHELVING INCLUDING ANY ASSOCIATED

BRACING SUPPORTS, BRACKETS, AND ANCHORS AS NECESSARY FOR INSTALLATION OF NEW

FINISHES OR CASEWORK. PATCH AND REPAIR ADJACENT SURFACES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES OR

CASEWORK. ETC.

D15 REMOVE AND SALVAGE FOR REINSTALLATION ALL EXISTING HANDRAIL & BUMPER RAILS. PATCH

AND REPAIR AREA OF REMOVAL AS REQ'D. CONTRACTOR TO VERIFY QUANTITIES AND LENGTHS

IN FIELD. RETURN TO OWNER ALL UNUSED.

D16 REMOVE AND SALVAGE EXISTING DOOR HARDWARE, COORDINATE REUSE WITH DOOR

HARDWARE LOCATED WITHIN THE SPECIFICATIONS.

D17 REMOVE AND SALVAGE EXISTING TOILET ACCESSORIES, PREPARE FOR REINSTALLATION,

RETURN TO OWNER ANY UNUSED TOILET ACCESSORIES. (INCLUDING, BUT NOT LIMITED TO,

MIRRORS, PAPER TOWEL DISPENSER, SOAP DISPENSER, GRAB BARS, TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPENSER, SANITARY NAPKIN DISPOSAL). PATCH AND REPAIR ADJACENT

WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED TO

PROVIDE SMOOTH SUBSTRATES.

D18 REMOVE EXISTING PLUMBING FIXTURES AND ANY ASSOCIATED PIPING AND ANCHORS AS

NECESSARY FOR INSTALLATION OF NEW FIXTURES AND/OR FINISHES. COORDINATE WITH

PLUMBING DRAWINGS. PATCH AND REPAIR ADJACENT SURFACES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

D20 REMOVE, SALVAGE AND RETURN TO OWNER EXISTING MEDICAL EQUIPMENT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

D21 REMOVE AND SALVAGE EXISTING MEDICAL EQUIPMENT FOR REINSTALLATION. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

D22 REMOVE AND DISCARD EXISTING MEDICAL EQUIPMENT. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR MORE INFORMATION.

D23 EQUIPMENT VENDOR TO REMOVE EXISTING MEDICAL EQUIPMENT, CONTRACTOR TO

COORDINATE REMOVAL WITH EQUIPMENT VENDOR.

D25 REMOVE EXISTING UNISTRUT AND UNISTRUT UNIVERSAL GRID SYSTEM.

D27 REMOVE EXISTING ELECTRICAL ITEMS AND ANY ASSOCIATED CONDUIT, WIRING, AND ANCHORS

AS REQ'D. COORDINATE WITH ELECTRICAL DRAWINGS.

D29 REMOVE EXISTING LEAD LINED GYPSUM BOARD, BASE TRIM, ALL ATTACHED/EMBEDDED ITEMS, AND ALL OTHER ASSOCIATED WALL MATERIALS FROM FLOOR TO DECK ABOVE. METAL STUDS TO

REMAIN. PATCH AND REPAIR ADJACENT WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

D30 REMOVE EXISTING GYPSUM BOARD, BASE TRIM, ALL ATTACHED/EMBEDDED ITEMS, AND ALL

OTHER ASSOCIATED WALL MATERIALS FROM FLOOR TO DECK ABOVE. METAL STUDS TO REMAIN.

PATCH AND REPAIR ADJACENT WALL/FLOOR SURFACES AT AREAS OF REMOVAL TO MATCH

EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

D31 REMOVE, SALVAGE AND RETURN TO OWNER EXISTING WALL MOUTNED FURNITURE.

1/4" = 1'-0"

PARTIAL SEVENTH FLOOR DEMOLITION PLAN

1. SUB-CONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER

TRADES.

2. CONFLICTS BETWEEN NOTES, DETAILS, SPECIFICATIONS, ETC.,

SHALL BE VERIFIED WITH THE ARCHITECT/ ENGINEER OR THE

STRICTEST PROVISIONS SHALL GOVERN.

3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE

SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. ANY

UNCLEAR CONDITIONS SHALL BE VERIFIED WITH ARCHITECT/

ENGINEER PRIOR TO CONSTRUCTION OF THAT AREA.

4. DRAWINGS ARE NOT TO BE SCALED. ANY UNCLEAR DIMENSIONS

OR DIMENSIONAL DISCREPANCIES SHALL BE VERIFIED WITH

ARCHITECT.

5. ALL EXISTING CONDITIONS AND ALL RELATED DIMENSIONS

INDICATED IN THE CONTRACT DOCUMENTS SHALL BE FIELD

VERIFIED PRIOR TO FABRICATION, ERECTION, AND/OR

CONSTRUCTION. ANY CONDITIONS THAT DIFFER FROM THAT

INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED

TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION,

ERECTION, AND/OR CONSTRUCTION.

6. CONSTRUCTION MANAGER (CM) / GENERAL CONTRACTOR (GC) TO

REVIEW ENTIRE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS

& SPECIFICATIONS) AND SHALL COORDINATE WORK BETWEEN ALL

TRADES. IF CONFLICTS ARISE DUE TO COORDINATION OF

TRADES, CM / GC IS TO VERIFY CONFLICT WITH ARCHITECT /

ENGINEER PRIOR TO CONSTRUCTION / INSTALLATION OF

CONFLICTING ITEMS.

7. REMODELING OR PATCHING SHALL BE EXECUTED IN

CONJUNCTION WITH THE NEW WORK AND THE DEMOLITION

WORK IN THE DRAWINGS.

8. PATCH ALL EXPOSED INTERIOR AND EXTERIOR WALLS WHERE

ATTACHED OR IMBEDDED ITEMS WERE REMOVED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PREPARATIONS OF THE FLOORS, WALLS, AND CEILINGS FOR NEW

FINISHES.

10. REMOVE ADHESIVE/OR MORTAR LEFT FROM THE REMOVAL OF

EXISTING FLOOR COVERING AND PREP FLOOR W/CONCRETE (OR

FLORSTONE) AS NECESSARY TO ACCOMMODATE NEW FLOOR

COVERINGS.

11. U.N.O. PATCH AND PREPARE FLOOR W/CONCRETE (OR

FLORSTONE) FLUSH WITH ADJACENT FLOOR SURFACE. FILL ANY

SLOPING OR RECESSED AREAS LEVEL TO TYPICAL FINISH FLOOR

ELEVATION TO ACCOMMODATE NEW FLOOR COVERINGS.

12. FILL-IN EXISTING CHASE OPENINGS, PENETRATIONS IN THE

FLOOR AND CEILING DECK. FIRE-RATING OF NEW CONSTRUCTION

TO MATCH EXISTING. REFER TO DRAWINGS FOR DETAILS.

GENERAL NOTES:

13. WHEN REMOVING DEBRIS FROM CONSTRUCTION AREA WIPE OFF

WHEELS BEFORE LEAVING CONSTRUCTION AREA AND USE WET

RAGS OVER DUMPSTER TO REDUCE DUST.

14. THE OWNER RESERVES THE RIGHT TO HALT CONSTRUCTION

ACTIVITY AT ANY TIME DUE TO NOISE AND VIBRATION WHICH

MIGHT EFFECT THE OWNER'S ONGOING USE OF THE FACILITY.

15. CONTRACTOR SHALL REINSTALL CEILING SYSTEM AND PATCH

FINISHES AT FLOOR BELOW AND ABOVE WHERE WORK IMPACTS

EXISTING ASSEMBLIES. FINISH/PAINT SURFACES TO MATCH

EXISTING FINISH.

16. SEE DRAWING A-001 (TYP. DUST-PROOF CONSTRUCTION

PARTITION) FOR DETAIL OF TEMPORARY CONSTRUCTION

PARTITION.

17. ALL DIMENSIONS ARE FROM FACE OF STUD, C.M.U., OR

CONCRETE TO FACE OF FINISH, CMU, OR CONCRETE, U.N.O.

18. COORDINATE LOCATION OF ALL RECESSED OR IMBEDDED ITEMS

SO AS NOT TO INTERFERE WITH OTHER TRADE'S WORK.

19. MAINTAIN WALL FIRE RATING BEHIND RECESSED ACCESSORIES &

EQUIPMENT.

20. ADDITIONS OF OPENINGS, PENETRATIONS OR EMBEDMENTS IN

THE FIELD SHALL BE FIRST VERIFIED WITH ARCHITECT /

ENGINEER.

21. PROVIDE NEOPRENE OR VINYL ISOLATION MATERIAL BETWEEN

DISSIMILAR METALS THAT ARE IN CONTACT WITH ONE ANOTHER,

TYPICAL.

22. PATCH & REPAIR ALL MAJOR & MINOR BLEMISHES AS REQ'D. DUE

TO DEMOLITION WORK. MATCH ADJACENT MATERIAL & COLOR.

23. PROVIDE SOLID, CONTINUOUS BLOCKING IN WALL AT ALL

LOCATIONS WHERE ALL MILLWORK, PLUMBING FIXTURES, EQUIP.,

ETC. ATTACH TO WALL.

24. WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS, USE

METAL DRYWALL EDGE BEAD AND SEALANT WITH BACKER ROD.

25. ALL HEADERS ABOVE OPENINGS, DOORS & BORROWED LITES IN

NON-LOAD BEARING INTERIOR METAL STUD WALLS SHALL BE (2) 8"

18 GA. JOISTS (UNLESS OTHERWISE NOTED)

26. PAINT ALL EXPOSED LINTELS (TYP.)

27. WHERE RECESSED EQUIPMENT IS INSTALLED IN UNEVEN

SURFACED MATERIAL, USE SMOOTH SURFACED MATERIAL ABOUT

PERIMETER SO THAT EQUIPMENT LAYS FLUSH AND EVEN.

COORDINATE WITH EQUIPMENT MANUFACTURER.

28. ALL BLOCKING SHALL BE FIRE RETARDANT TREATED WOOD OR

MADE OF NON-COMBUSTIBLE MATERIAL.

E-M E-N E-P

ELECTROPHYSIOLOGY

E741

ELECTROPHYSIOLOGY

E744

CONTROL

E742

CLEAN UTILITY

E740

CONTROL

E741A

CORRIDOR

C7-23

EQUIPMENT

E743

CONTROL LAB

E747A

CORRIDOR

C7-22

CORRIDOR

C7-22

SOILED UTILITY

E??

PATIENT

ENTRY

E??

ECHO ROOM

E??

TAVR / CATH

LAB

E747

ELEC.

EQUIPMENT

E747B

HAC

E731

OFFICE

E700

1' - 2"

INFILL FORMER WINDOW

OPENING AS REQ'D TO

MAINTAIN LEAD LINING

CONTINUOUS COVERAGE

1B

1B

6A

1B

1A

5A5A

1B

1B

ALIGN

ALIGN

ALIGN

ALIGN

2'

4" 7'

1/ 4"

ALIGN

1A

ELEC. CLOSET

C743A

STAFF TOILET

E729

CORRIDOR

C7-16

CORRIDOR

C7-21

CORRIDOR

C7-21

CORRIDOR

C7-17

2A

2A 2A2A

1B1B

2A2A

1B

3E

3D

3C

1B1B1B

1B

W1

W1

A-2017

A-201

A-201

A-20114

A-2012

A-201 34

A-601

8' - 7"

4'

5/

5/ 8"

CL TABLE

PIVOT

ISO

CENTER

U

IT

L

C

3A .1

E

1.

E

4.

E741.1 E744.1

E

2.

E

4.

E

1A .1

E

1.

E

0.

C 7-

.1

6A

3B5C

3E

5B

3A

7/

1E1E3B

2B

2A

3B

2' - 0" 12' - 8 7/16" +/- 1' - 7"

8 7/16" +/- 6' - 0" 2' - 6" 3' - 4" 2"

6" 3'

1"

ALIGN

1' - 6" 4' - 11" +/- 8 3/4"

1' - 8 3/4"

8'

6" 1'

5"

2'

4"

2' - 10"

1' - 6"

3'

1" 7'

4"

.0 ° 1

.0

1' - 0" 1'

0"

8' - 1"

1' - 5" 6' - 0" 8"

BLKHD

ABOVE

A-20115

C L

M E

D G

A S

E S

8'

9/

CONTRACTOR TO COORDINATE WITH

VA COR FOR ACCESS TO CONTROL

LAB E747A AND MEANS AND METHODS

FOR WORK ALONG SOUTH WALL

NEW 18" DEEP, 1/2" SSM-1 OVER 3/4" PARTICLE BOARD

COUNTERTOP WITH METAL SUPPORT BRACKETS, MATCH

EXISTING HEIGHT, DEPTH, AND BACKSPLASH (CONTRACTOR

TO VERIFY IN FIELD). PROVIDE (4) 4" GROMMETS AS SHOWN.

PLAN NOTES:

1 MODIFY EXISTING HANDRAIL AS REQ'D FOR NEW LAYOUT.

CONTRACTOR TO CONTACT VA COR TO GET ACCESS TO ATTIC

STOCK.

EXISTING LEAD LINED WALL

NEW LEAD LINED WALL

WALL TYPE LEGEND

2-HR. FIRE RATED

WALL/SMOKE BARRIER

EXISTING 2-HR. FIRE RATED

WALL/SMOKE BARRIER

1-HR. FIRE RATED

WALL/SMOKE BARRIER

EXISTING 1-HR. FIRE RATED

WALL/SMOKE BARRIER

NOTE: CONTRACTOR TO VERIFY LOCATION OF LEAD LINING IN

AREAS OF NEW WORK. ALL NEW LEAD LINING TO BE CONNECTED

TO EXISTING WALL LEAD LINING FOR CONTINUOUS COVERAGE

architecture · engineering

W E

R E

C Y

C L E

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

Phase:

Issue Date:

Drawing Number:

Drawing Title

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Project Title

Location

Checked Drawn

Project Number

Approved : Project Director

Building Number

3419 Pierson Place Flushing, Michigan, 48433 810-230-6202

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

GE HEALTHCARE CONTACT: JASON WRIGHT, JASON.WRIGHT@GE.COM, 313.236.4684

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH GE AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH GE, IDENTIFY KEY MILESTONE DATES, COORDINATE DELIVERIES (FOR CONTRACTOR INSTALLED ITEMS), AND IDENTIFY/COORDINATE INSPECTIONS NECESSARY TO PROVIDE A FULLY

FUNCTIONING SYSTEM.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR), CONTRACTING OFFICER (CO), AND EOR IMMEDIATELY IF THE EQUIPMENT VENDOR IS NOT ABLE TO MEET ANY OF THE PROPOSED DEADLINES AND WILL

AFFECT THE OVERALL COMPLETION DATE.

THE ON-SITE RADIATION SAFETY OFFICER (RSO) HAS TESTED ALL ROOMS PRIOR TO THE START CONSTRUCTION AND THEY PASS THE RADIATION SAFETY LEAK DETECTION TEST. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL DISTURBED LEAD TO ENSURE THE RE-TEST PERFORMED BY THE VA RSO WILL PASS THE LEAK DETECTION TEST.

100% BID DOCUMENTS

03/29/2021 A-107

PARTIAL SEVENTH FLOOR FLOOR

PLAN

506-CSI-114CSI-114 CARDIOLOGY EP

LABS

TPM MRB

1E

1/4" = 1'-0"

PARTIAL SEVENTH FLOOR FLOOR PLAN

E-M E-N E-P

TAVR / CATH

LAB

E747

ECHO ROOM

E??

PATIENT

ENTRY

E??

SOILED UTILITY

E??

CORRIDOR

C7-22

EQUIPMENT

E743

ELECTROPHYSIOLOGY

E741

ELECTROPHYSIOLOGY

E744

CONTROL LAB

E747A

ELEC.

EQUIPMENT

E747B

CONTROL

E742

HAC

E731

OFFICE

E700

CLEAN UTILITY

E740

CORRIDOR

C7-23

CONTROL

E741A

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 6"

EXISTING CEILING TO

REMAIN, V.I.F. HEIGHT

NEW CEILING TO MATCH EXISTING,

MATCH HEIGHT

NEW UNISTRUT

UNIVERSAL GRID

SYSTEM W/ FULL

LENGTH CLOSURE

STRIPS EXISTING UNISTRUT

UNIVERSAL GRID

SYSTEM TO REMAIN

EXISTING CEILING MOUNTED

MEDICAL EQUIPMENT TO REMAIN

EXISTING CEILING MOUNTED

MEDICAL EQUIPMENT TO REMAIN

NEW CEILING

MOUNTED MEDICAL

EQUIPMENT - SEE

EQUIP. DWGS.

9' - 6"

9' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

VIF

9' - 0"

4'

5/

CL TABLE

PIVOT

ISO

CENTER

U

8' - 7"

7' - 2"

1'

2" ALIGN

A-601

EQ-13

REFLECTED CEILING PLAN LEGEND:

SUPPLY DIFFUSER

TRANSFER GRILL AND/OR EXHAUST FAN

2'x4' LIGHT FIXTURE

2'x2' LIGHT FIXTURE

EX. CEILING HEIGHT- ABOVE FINISH FLOOR

CEILING HEIGHT- ABOVE FINISH FLOOR

2X2 ACOUSTIC CEILING PANEL

EXISTING 2X2 ACOUSTIC CEILING PANEL

GYPSUM BOARD

EXPOSED

S

SPEAKER LOCATION

(SEE ELECTRICAL COMMUNICATIONS)

C

FIRE EXIT SIGN LOCATION

CAMERA LOCATION

(SEE ELECTRICAL COMMUNICATIONS)

SPRINKLER LOCATION

(SEE FIRE PROTECTION DRAWINGS)

X'-X

X'-X

NEW UNISTRUT CLOSURE STRIP

REFLECTED CEILING PLAN…