Drawings 506-CSI-113.pdf

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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

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D

C

B

A

9 10

ANN ARBOR, MICHIGAN

ARCHITECT / ENGINEER OF RECORDCONSULTANT

SITE PREP ANGIO OR-6

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

2215 FULLER RD ANN ARBOR MI 48105

VA ANN ARBOR

100% BID DOCUMENTS

506-CSI-113

506-CSI-113

TPM MRB

COVER SHEET 100% BID DOCUMENTS SITE PREP ANGIO OR-6

G-001

1E

06/01/2020

SHEET LIST

SHEET

NO. SHEET NAME

GENERAL

G-001 COVER SHEET

STRUCTURAL

S-106 PARTIAL SIXTH FLOOR FRAMING PLAN AND DETAILS

S-107 PARTIAL FRAMING PLANS AND DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS, SYMBOLS, AND ABBREVIATIONS

A-105 PARTIAL DEMOLITION & FLOOR PLANS

A-115 PARTIAL REFLECTED CEILING PLANS

A-125 PARTIAL EQUIPMENT PLAN

EQUIPMENT

EQ-1 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-2 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-3 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-4 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-5 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-6 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-7 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-8 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

EQ-9 EQUIPMENT DRAWINGS - FOR REFERENCE ONLY

FIRE PROTECTION

FP-105 PARTIAL FIFTH FLOOR FIRE PROTECTION PLAN

PLUMBING

P-005 PLUMBING LEGENDS

P-105 PARTIAL FIFTH FLOOR PLUMBING PLANS

MECHANICAL

M-005 MECHANICAL LEGENDS

MD-105 PARTIAL MECHANICAL DEMOLITION PLANS

M-105 PARTIAL MECHANICAL FLOOR PLANS

M-505 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

ED-105 PARTIAL FIFTH FLOOR ELECTRICAL DEMOLITION PLAN

EP-105 PARTIAL FIFTH FLOOR ELECTRICAL NEW WORK PLANS

REVISIONS: DATE:

06/01/2020

06/01/2020

06/01/2020

06/01/2020

PIR

US

PIR

PIR

E-GE-F

S-106

S-106

P5501 SLOTTED CHANNEL, TYP.

EXISTING INTERSTITIAL

FLOOR FRAMING, TYP.

EXISTING HANGER ROD, TYP.

PROPOSED FLOOR

OPENING, TYP. SEE DETAIL.

INSTALL 1"ø INTERSTITIAL FLOOR

HANGER ROD (9 LOCATIONS)

MODULAR CEILING SYSTEM

HANGER ROD (BY OTHERS)

25' - 0" ±

1"

2' - 11 3/4"

8 7/8" 2"

1' - 6"

9 5/8"

1' - 0 7/8"

1' - 1"

4"

5 1/2"

1' - 6"

2"

6 1/8" 2' - 6 7/8" 5' - 9 3/8"

/8

/4

/2

/4

S-106

TYP.

MODULAR CEILING SYSTEM

HANGER ROD (BY OTHERS) W/

SLOTTED CHANNEL BRIDGE

STEEL ANGLE BELOW SLAB W/

SLOTTED CHANNEL ABOVE SLAB.

SEE DETAILS.

4' - 8" 4' - 2" 4' - 2" 5' - 2" 3' - 2 3/8" ±

EXISTING INTERSTITIAL FLOOR

HANGER ROD, TYP.

9' - 1 1/2" 1' - 2" 1' - 7" 1' - 11" 1' - 6 1/2" 1' - 2"

/8

EXISTING DUCT

EXISTING

DUCT

VERIFY W/ MANUF.

12' - 7" ±

V E

R

IF

Y W

M

A N

U F

ISOCENTER

BELOW

TYP.

STEEL ANGLE BELOW SLAB, TYP.

1'

1"

6'

3/ 8"

9" 3' - 3 5/8"

STEEL ANGLES BELOW SLAB

TYP.

INTERSTITIAL FLOOR

158' - 5 1/4"

3/8" STEEL PLATE ANCHORED TO BOTTOM OF EXISTING

CONCRETE FLOOR USING (4) 1/2" x 3" LG. HILTI KH-EZ

SCREW ANCHORS (MAX. INFILL OPENING SIZE 12"ø). FILL

OPENING WITH LIGHTWEIGHT CONCRETE OR GROUT TO

MATCH ADJACENT CONSTRUCTION.

SCARIFY (OR BONDING AGENT)

PERIMETER SURFACE 1/4" DEEP

PRIOR TO PLACEMENT OF

CONCRETE

MODIFY PLATE SIZE AS REQUIRED FOR

ANCHORS TO BE PLACED MIN. 1 1/4"

FROM EDGE OF UNCUT DECK FLUTES,

TYP.

MIN.

1 1/4"

TYP.

1 1/2"

12"ø MAX.

INTERSTITIAL FLOOR

158' - 5 1/4"

FULLY INTEGRATED MODULAR

CEILING SYSTEM. SEE

ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

THREADED ROD SUPPORTS BY

MODULAR CEILING SYSTEM SUPPLIER

SLOTTED CHANNEL

FRAMING, SEE PLAN

EXISTING FLOOR

FRAMING, SEE PLAN

EXISTING CONCRETE FLOOR

ON METAL DECK

1/

2"

1/

2"

V E

R

IF

Y W

/ M A

N U

F

1'

COMPRESSIBLE NEOPRENE SHIM, TYP.

DRILL HOLE THROUGH INTERSTITIAL FLOOR FOR

THREADED ROD , TYP. USE GROUND PENETRATING

RADAR TO LOCATE EXISTING CONCRETE

REINFORCEMENT. DO NOT CUT EXISTING

CONCRETE REINFORCEMENT.

NUT AND OVERSIZED WASHER, TOP AND

BOTTOM. TACK WELD OR DESTROY

THREADS TO PREVENT LOOSENING

1/8 2

1/8 2

TYP.

1/4" STEEL PLATE

BRACE IN TWO

DIRECTIONS (90°) AT

EACH THREADED

ROD. WELD OR BOLT

TO EXISTING

STRUCTURE. REPAIR

FIREPROOFING IN

KIND.

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

EXISTING STEEL BEAM PER

FRAMING PLAN, TYP.

NOTE:

THIS FRAMING IS FOR STEEL BEAM SPACING

UP TO 8'-0" O.C. (SPANS OF 8'-0" O.C. OR

GREATER REQUIRE SPECIAL DESIGN)

A

A

SECTION A-A

FLOOR OPENING

STEEL ANGLE TO SUPPORT EXISTING

METAL DECK AT OPENING

SHIM FLUSH WITH EXISTING

METAL DECK

EXISTING FLOOR FRAMING WITH

FIREPROOFING

3/16 3

3/16 3

TYP.

1.

NOTE:

REMOVE EXISTING

FIREPROOFING FOR

INSTALLATION OF OPENING

FRAMING. REPLACE

FIREPROOFING IN KIND.

3/16 3

3/16 3

TYP.

STRUCTURAL DESIGN INFORMATION:

DESIGN DATA BASED ON ASCE 7-10

RISK CATEGORY: IV

1. SNOW LOAD:

SNOW EXPOSURE FACTOR (Ce) 0.9

THERMAL FACTOR (Ct) 1.0

SNOW IMPORTANCE FACTOR (Is) 1.2

GROUND SNOW LOAD (Pg) 20 PSF

2. LIVE LOAD:

INTERSTITIAL 25 PSF

5TH FLOOR 100 PSF

3. WIND LOADS:

BASIC WIND SPEED 120 MPH

WIND IMPORTANCE FACTOR (Iw) 1.00

WIND EXPOSURE CATEGORY 'C'

4. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR (Ie) 1.5

SITE CLASS 'D'

SPECTRAL RESPONSE COEFFICIENTS:

Ss = 0.094g Sds = 0.16g

S1 = 0.048g Sd1 = 0.076g

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.

3. USE BOLTED CONNECTIONS AS SPECIFIED IN FRAMING DETAIL FOR SIZE AND NUMBER

OF BOLTS AND WELDS FOR ALL STRUCTURAL STEEL CONNECTIONS. ALL BOLTED

CONNECTIONS SHALL BE STANDARD ROUND HOLES (UNLESS NOTED OTHERWISE).

IF DETAIL IS NOT PROVIDED:

ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE "N", 3/4" DIA. BOLTS (BRG. TYPE)

OR WELDED EQUIVALENT, UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO

SUPPORT ONE HALF THE TOTAL LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN.

THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED.

4. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL

RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM

A325 BOLTS AS ENDORSED BY THE AISC. NO PAINT ON FAYING SURFACES.

5. 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.

6. 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.

7. 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.

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

THE DESIGN AND ACTUAL CONDITIONS NOTED IN THE FIELD.

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

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

10. 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 MICHIGAN BUILDING CODE.

3. ALL STRUCTURAL 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

3/16 4

3/16 4

TYP.

3 SIDES,

TYP. 3/16

EXISTING 7TH FLOOR STEEL FRAMING, TYP.

W8x10 BETWEEN EXISTING

STEEL FLOOR FRAMING

6"x4"x3/8 SHEAR

PLATE, TYP.

EXISTING 6TH FLOOR (INTERSTITIAL) FLOOR FRAMING

EXISTING STEEL HANGER ROD

1"ø STEEL HANGER ROD, SEE PLAN (TYP. OF 9)

HSS6x4x1/2 x 3 1/2" LG., TYP.

3/16 3

TYP.

3/16 3

HEX NUT W/ 2 1/2"x2 1/2"x3/8" PLATE

WASHER TOP AND BOTTOM. TACK

WELD NUTS TO THREADED ROD.

3/16 3

TYP.

3/16 3

1.

NOTE:

INSTALL NEW HANGERS AFTER EXISTING DUCTWORK IS DEMOLISHED AND

PRIOR TO NEW DUCTWORK AND MODULAR CEILING SYSTEM INSTALLATION.

SEVENTH FLR.

T.O.S.

INTERSTITIAL

T.O.S.

EXISTING CONDUIT AND/OR PIPING.

FIELD VERIFY LOCATIONS AND MODIFY

AS REQUIRED FOR BEAM INSTALLATION.

6" M

IN

(2) P5501 SLOTTED CHANNEL

P1000 SLOTTED CHANNEL BRIDGE

BETWEEN P5501

THREADED ROD (BY OTHERS)4"

INDICATES PROPOSED MODULAR CEILING SYSTEM HANGER ROD (BY OTHERS)

INDICATES PROPOSED INTERSTITIAL FLOOR HANGER ROD

LEGEND

INDICATES PROPOSED MODULAR CEILING SYSTEM HANGER ROD (BY OTHERS)

W/ SLOTTED CHANNEL BRIDGE DETAIL (TYP. OF 16)

INDICATES EXISTING INTERSTITIAL FLOOR HANGER ROD

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

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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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO

REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 S-106

PARTIAL SIXTH FLOOR FRAMING

PLAN AND DETAILS

506-CSI-113SITE PREP ANGIO OR-6

ALM SJT

1E

3/8" = 1'-0"

PARTIAL FRAMING PLAN - SIXTH FLOOR (EXISTING)

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

1 1/2" = 1'-0"2 TYPICAL HANGER DETAIL

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

1.

2.

3.

4.

5.

6.

DRAWING NOTES

VERIFY FINAL MODULAR CEILING SYSTEM HANGER ROD LOCATIONS WITH

MODULAR CEILING SYSTEM PROVIDER. COORDINATE HANGER ROD

LOCATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.

STRUCTURAL ANALYSIS OF EXISTING BUILDING WAS COMPLETED USING

LOADING PROVIDED BY STEVENS MOON (MODULAR CEILING SYSTEM

SUPPLIER) BASED ON EQUIPMENT LAYOUT AND SELECTIONS SHOWN IN THESE

DRAWINGS. ANY CHANGES TO EQUIPMENT LAYOUT OR SELECTIONS REQUIRES

ADDITIONAL ANALYSIS BY C2AE PRIOR TO INSTALLATION.

PATCH HOLES AND VOIDS IN FLOORS THAT ARE CAUSED BY WORK IN THIS

CONTRACT WITH GROUT, CONCRETE, OR SIMILAR MATERIAL TO ADJACENT

CONSTRUCTION.

FIREPROOFING EXISTS ON EXISTING STRUCTURE. REMOVE AND REPLACE

FIREPROOFING IN KIND AS REQUIRED TO COMPLETE WORK.

REFER TO DETAIL ON THIS SHEET FOR CAPPING ABANDONED FLOOR

PENETRATIONS FROM DEMOLISHED DUCTWORK. REFER TO ARCHITECTURAL

AND MECHANICAL DRAWINGS FOR QUANTITY AND LOCATIONS.

SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION OF SIZE, QUANTITY, AND LOCATION OF NEW DUCT

PENETRATION FLOOR OPENINGS.

3/4" = 1'-0"4 TYPICAL INTERSTITIAL HANGER ROD DETAIL

1 1/2" = 1'-0"5 SLOTTED CHANNEL BRIDGE DETAIL

REVISIONS: DATE:

GF

25' - 0"

E Q

E

Q

E Q

E

Q

8'

6'

ROUND BAR

REINFORCEMENT,

TYP. SEE DETAIL

EXISTING 3" CONCRETE & 2" COMPOSITE

DECK ON STEEL FRAMING, FIELD VERIFY

E X

IS

T

IN

G

W x4 0, F

IE

LD

V

E R

IF

Y

E X

IS

T

IN

G

W x3 5, F

IE

LD

V

E R

IF

Y

E X

IS

T

IN

G

W x4 4, F

IE

LD

V

E R

IF

Y

E X

IS

T

IN

G

W x2 2, F

IE

LD

V

E R

IF

Y

EXISTING COLUMN, TYP.

FIELD VERIFY

8' - 4" ±, TYP.

S-107

TYP.

VERIFY W/ MANUF.

12' - 7" ±

V E

R

IF

Y W

/ M A

N U

F

ISOCENTER BELOW

1.25"ø ROUND BAR, SEE PLAN

EXISTING STEEL BEAM

EXISTING CONCRETE ON

METAL DECK

3/16 3-12

3/16 3-12

6" T&B AT

ENDS,

TYP.

GF

25' - 0"

EXISTING 3" CONCRETE & 2" COMPOSITE

DECK ON STEEL FRAMING, FIELD VERIFY

EXISTING COLUMN, TYP.

FIELD VERIFY

8' - 4" ±, TYP.

VERIFY W/ MANUF.

12' - 7" ±

V E

R

IF

Y W

/ M A

N U

F

ISOCENTER

FLOOR PLATE, SEE DETAIL

S-107

2' - 6"

3'

3'

W8x10 (TYP.) BELOW SLAB

E Q

E

Q

STEEL PLATE BELOW, SEE DETAIL

EXTEND PLATE TO ADJACENT FLUTE

1/2" THICK PLATE x 3' - 0" LG. ±

SURFACE MOUNTED FLOOR PLATE,

BY EQUIPMENT SUPPLIER

COUNTERSUNK 3/4"ø THROUGH BOLT W/

1/4" WASHER T&B, TYP.

5/8"ø SCREW ANCHOR AT 12" O.C.

INTO ADJACENT FLUTE (3" EMBED.)

SUPPORT BEAM, SEE PLAN

EXISTING CONCRETE ON METAL DECK

EXISTING STEEL BEAM, REMOVE AND

REPLACE FIREPROOFING IN KIND

STEEL BEAM, SEE PLAN

(2) 3/4"ø A325 BOLTS W/

3/8" THICK SHEAR PLATE

3/16

TYP. 3

SIDES

3/16

3/16

TYP.

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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO

REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 S-107

PARTIAL FRAMING PLANS AND

DETAILS

506-CSI-113SITE PREP ANGIO OR-6

ALM SJT

1E

REVISIONS: DATE:

3/8" = 1'-0"

PARTIAL FRAMING PLAN - SEVENTH FLOOR (EXISTING)

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

3/8" = 1'-0"

PARTIAL FRAMING PLAN - FIFTH FLOOR (EXISTING)

3/4" = 1'-0"2 FLOOR PLATE DETAIL

1.

2.

3.

4.

5.

6.

7.

EXISTING COMPOSITE BEAMS MARKED ON THIS SHEET REQUIRE REINFORCEMENT TO

SUPPORT NEW CEILING MOUNTED EQUIPMENT LOADS. SEE TYPICAL DETAIL PER PLAN.

COMPOSITE BEAMS ANALYZED PER LOADING INFORMATION ON EXISTING DRAWINGS

DATED 11/22/95.

REINFORCEMENT BARS (MIN. 5'-0" LENGTHS) TO BE SPLICED ALONG BEAM WITH 6" FILLET

WELD AT ENDS, BOTH SIDES OF BAR, TYPICAL.

PROTECT EXISTING UTILITIES, ETC., WHEN INSTALLING REINFORCEMENT. PROTECT

HANGER RODS ON BOTTOM FLANGE OF COMPOSITE BEAMS.

SPACES DIRECTLY ABOVE AREA OF REINFORCEMENT MUST BE UNOCCUPIED DURING

WELDING.

NOTIFY THE ENGINEER OF RECORD IF CONFLICTS OCCUR OR EXISTING CONDITIONS DO

NOT ALLOW FOR INSTALLATION OF REINFORCING BAR.

REINFORCEMENT ON THIS SHEET MUST BE IN PLACE PRIOR TO INSTALLING EQUIPMENT ON

EACH FLOOR.

REINFORCEMENT INSTALLATION NOTES

1 1/2" = 1'-0"3 BEAM CONNECTION 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 SECTION

A-200

A-200

A-200

A-200

MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED ON INT. ELEV., HVAC, OR ELECTRICAL DRAWINGS)

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 T

C E

P T

A C

LE

T A

C K

B D

W H

IT

E

B D

U

.N .O

W A

LL

C

A B

IN

E

T

C O

A T

H O

O K

S

S A

N

IT

A R

Y N

A P

K

IN

V

N

D O

R

S O

A P

D

IS

P

E N

S E

R

2'

6"

M A

X

12"

M O

P S

T R

IP

E

LF

A D

A S

H E

LF

C

A

T R

O D

12"

S T

A N

D A

E

LF

A

T R

O D

M A

X

24"

BOTTOM OF

OUTLET

BOTTOM OF

LIGHT FIXTURE

M

A X

24" MIN.

36" MAX.

M

IN

M

IN

24" MIN.

42" MAX.

M

A X

36" MAX.

M

IN

24" MIN.

42" MAX.

/2

M

IN

P R

O T

R U

D

G

IL

E

T P

A P

P

E N

S

LO

A T

IO

N

R E

C E

S S

IL

E T

P A

P

P E

N S

A

T

IO

N

P R

O T

R U

D

IL

E

T P

A P

P

E N

S

A T

IO

N

M

IN

7"-9"

M

A X

S A

N

IT

A

Y

P K

P O

S A

L

22"

/2

M

IN

P R

O T

R U

D

IL

E

T P

A P

P

E N

S

A T

IO

N

S

3"

DOOR

FRAME

DOOR

FRAME

EXIT

T Y

P

IC

A L

LI

G

IT

A

T

IO

N

E X

IT

L

IG

H

B O

V E

D O

O R

S

E

LE

V A

T O

R W

LL

B

T

T O

N S

(M

IN

S E

E E

L E

C T

R

IC

A L

U

.N .O

E

LE

C T

R

IC

N

E L

C A

B

IN

E T

P O

W E

R P

A N

E L

E

LE

C T

R

IC

T

E

LE

P H

O N

E O

R

T

LE

T

S W

IT

C

H

P U

S H

B U

T T

O N

F

IR

E A

LA

R

M B

O X

T H

E R

M O

S T

A T

C A

R D

R E

A D

E R

M E

C H

A N

IC

A

L P

A N

E

LS

I

F

IS

H E

D S

P A

C E

S

S E

LE

C

T O

R S

W

IT

C H

R

S

S W

IT

C

H O

R W

LL

T

LE

T

A B

O

B

IN

E T

DOORSS

M

A X

M

A X

B A

R R

IE

E

E S

IG

N

IN

T E

R

IO

R

T A

C T

IL

E

B

R A

IL

LE

IG

N

A G

E

LA

Q U

E

M

IN

O R

U

.N .O

V A

R

IE

S S

E E

I N

T E

R

IO

R E

L E

V A

T

IO

N

F

IR

E A

LA

M

R N

R

O B

E

C

LO

C K

SEE PLAN

12" 12"

H A

N D

R A

IL

R A

M P

M

A X

T O

T O

P O

F

C A

B

IN

E T

H A

N D

L E

T

O

F

IR

E E

X T

IN

G

U

IS

H E

R

F

IR

E E

X T

IN

G

U

IS

H

B

IN

E T

F

IR

E

H O

S E

O

R C

O M

B

IN

A T

IO

B

IN

E

T

54" MIN.

18" GRAB BAR

42" GRAB BAR

M A

X

6" MAX. 36"

(MIN.)

18"

36" GRAB

BAR

40"

13" MAX.

42" 42"

W A

T E

R C

LO

S

E T

W A

T E

R C

LO

S

E T

(M A

X

(M

A X

B .F

U

R

IN

A L

S T

D . U

R

IN

A L

L-SHAPED

GRAB BAR

18"

T R

A N

S F

E R

T

Y P

E S

H O

W E

R

FOLDING

SHOWER SEAT

R O

LL

-I

N -T

Y

O W

E R

M

IN

T R

A N

S F

E R

T

Y P

E S

H O

W E

R

(M

IN

(M A

X

T O

P S

P O

U T

M A

X

S

IN

K D

E P

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

U

N T

A

IN

W A

LL

H

U N

G L

A V

B A

R R

IE

E

E L

A

U N

T E

R

M

IN

MAX.

4"

6" MAX.

ALIGN WITH EDGE OF SEAT

M

IN

M

IN

E X

T

IN

G U

IS

H

E R

A N

D /O

R C

E N

T E

R O

F H

O S

E V

A

LV

E

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

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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 A-001

ARCHITECTURAL LEGENDS,

SYMBOLS, AND ABBREVIATIONS

506-CSI-113SITE PREP ANGIO OR-6

TPM MRB

1E

ARCHITECTURAL...

ABBREVIATI

ON 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

ARCHITECTURAL...

ABBREVIATI

ON 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

ARCHITECTURAL...

ABBREVIATI

ON 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

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 FLOOR PLAN FOR DIMENSIONS AND OTHER INFORMATION NOT SHOWN HERE.

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

E-F E-G

CLEAN &

STERILE

SUPPLY

D515

SPECIAL OR

NO.6

(VASCULAR)

D521

SCRUB

ALCOVE

D521D

CONTROL

ROOM

D521B

EQUIPMENT

D521C

OR 5

D522

CORRIDOR

C5-14

CORRIDOR

C5-12

CORRIDOR

C5-13

SUB-STERILE

D521A

D9

D9

D9

D9

D E

M O

E X

IS

T

R

E M

A

IN

D9

SUPPLY

D523

D20

D20 D20

D20

D20

D20

D27

D27

D19

D9

D19

D7

D13

D19

PATCH AND REPAIR WALL AS

REQ'D TO MAKE LIKE NEW,

PREPARE WALL FOR NEW WALL

FINISH

D19

D25

D19

D19

D19

D19

D28

D7

D7 D15

D15

D15

D15

E-F E-G

CLEAN &

STERILE

SUPPLY

D515

SCRUB

ALCOVE

D521D

EQUIPMENT

D521C

CONTROL

ROOM

D521B

SUB-STERILE

D521A

SPECIAL OR

NO.6

(VASCULAR)

D521

OR 5

D522

CORRIDOR

C5-14

CORRIDOR

C5-12

CORRIDOR

C5-13

NEW 30" DEEP, 1/2" SSM-1 OVER 3/4" PARTICLE BOARD

COUNTERTOP, MATCH EXISTING HEIGHT (CONTRACTOR

TO VERIFY IN FIELD). PROVIDE (3) 4" GROMMETS AS

SHOWN. PROVIDE (2) NEW METAL SUPPORT BRACKETS,

SPACED EQUALLY.

VERIFY IN FIELD

9' - 5 5/8" +/-

PATCH HOLE IN WALL,

PROVIDE GYP. BD. TO

MATCH EXISTING

THICKNESS

SUPPLY

D523

N E

W E

X

IS

T

R E

M A

IN

0"

10' - 2"

C 5-

.1

C 5-

.1

T1

T1

PATCH AND

REPAIR WALL

PATCH AND

REPAIR WALL PATCH AND

REPAIR WALL

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.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.

14. 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.

15. ALL DIMENSIONS ARE FROM FACE OF STUD, C.M.U., OR CONCRETE TO FACE OF

FINISH, CMU, OR CONCRETE, U.N.O.

16. COORDINATE LOCATION OF ALL RECESSED OR IMBEDDED ITEMS SO AS NOT TO

INTERFERE WITH OTHER TRADE'S WORK.

17. MAINTAIN WALL FIRE RATING BEHIND RECESSED ACCESSORIES & EQUIPMENT.

18. ADDITIONS OF OPENINGS, PENETRATIONS OR EMBEDMENTS IN THE FIELD

SHALL BE FIRST VERIFIED WITH ARCHITECT / ENGINEER.

19. PROVIDE NEOPRENE OR VINYL ISOLATION MATERIAL BETWEEN DISSIMILAR

METALS THAT ARE IN CONTACT WITH ONE ANOTHER, TYPICAL.

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

DEMOLITION WORK. MATCH ADJACENT MATERIAL & COLOR.

21. PROVIDE SOLID, CONTINUOUS BLOCKING IN WALL AT ALL LOCATIONS WHERE

ALL MILLWORK, PLUMBING FIXTURES, EQUIP., ETC. ATTACH TO WALL.

22. WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS, USE METAL DRYWALL

EDGE BEAD AND SEALANT WITH BACKER ROD.

23. 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)

24. PAINT ALL EXPOSED LINTELS (TYP.)

25. 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.

26. ALL BLOCKING SHALL BE FIRE RETARDANT TREATED WOOD OR MADE OF NON-

COMBUSTIBLE MATERIAL.

ROOM FINISH GENERAL NOTES

1. ELECTRICAL DEVICES SUCH AS PLUG MOLDS, CHASES, PANELS, ETC. SHALL

BE PAINTED TO MATCH ADJACENT WALL COLOR.

2. ANY EXPOSED MECHANICAL GRILLES, METAL PANELS, TRIM DEVICES SHALL

BE PAINTED TO MATCH ADJACENT SURFACE COLOR.

3. INTERIOR HOLLOW METAL DOORS, DOOR FRAMES, AND WINDOW FRAMES

SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. DOOR FRAME

COLOR CHANGES SHALL OCCUR ON STOP AS IF DOOR IS IN CLOSED

POSITION WITH THE DOOR AND FRAME SHOWING AS ONE COLOR.

4. WOOD DOORS, DOOR FRAMES AND WINDOW FRAMES SHALL BE STAINED.

5. FLOORING TRANSITIONS SHALL BE CENTERED UNDER DOOR WHILE IN

CLOSED POSITION. PROVIDE TRANSITION STRIP BETWEEN ALL FLOORING

MATERIAL TRANSITIONS.

6. GYP. BD. CEILINGS AND BULKHEADS TO BE PAINTED, U.N.O.

7. SEE FLOOR PLANS FOR LOCATIONS OF CORNER GUARDS.

8. CONVECTOR, CABINET UNIT HEATERS AND FIN-TUBE UNITS SHALL BE

PAINTED TO MATCH ADJACENT WALL COLOR, U.N.O.

PLAN NOTES

REPLACE SALVAGED HANDRAIL / BUMPER GUARD AFTER APPLYING

NEW FINISHES.

architecture · engineering

W E

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1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8 9

F

E

D

C

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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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 A-105

PARTIAL DEMOLITION & FLOOR

PLANS

506-CSI-113SITE PREP ANGIO OR-6

TPM MRB

1E

1/4" = 1'-0"

PARTIAL FIFTH FLOOR DEMOLITION PLAN

DEMOLITION KEY

KEY VALUE KEYNOTE TEXT

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.

D13 REMOVE EXISTING COUNTERTOP AND ALL ASSOCIATED WALL AND SUPPORT BRACKETS. 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.

D19 REMOVE EXISTING ELECTRICAL FIXTURES AND ANY ASSOCIATED CONDUIT, WIRING, AND ANCHORS AS NECESSARY FOR INSTALLATION OF NEW FIXTURES. COORDINATE WITH ELECTRICAL DRAWINGS.

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

MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

D25 REMOVE EXISTING UNISTRUT AND UNISTRUT UNIVERSAL GRID SYSTEM.

D27 REMOVE EXISTING CEILING ACCESS PANEL.

D28 REMOVE EXISTING MECHANICAL EQUIPMENT. PATCH AND REPAIR ADJACENT SURFACES AT AREAS

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

FINISHES. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

1/4" = 1'-0"

PARTIAL FIFTH LEVEL FLOOR PLAN

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR WALL DOOR

FRAME

CEILING MILLWORK

FINISH NOTESFINISH BASE NORTH SOUTH EAST WEST FINISH BULKHEAD CABINET COUNTER

05.0

D521 SPECIAL OR NO.6 (VASCULAR) RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- --

D521A SUB-STERILE RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- --

D521B CONTROL ROOM RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- SSM-1

D521C EQUIPMENT RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- --

D521D SCRUB ALCOVE RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- --

D523 SUPPLY RS-1 -- P-1 P-1 P-1 P-1 P-2 P-1 -- -- --

CODE USE MANUFACTURER STYLE SIZE COLOR PATTERN FINISH NOTES

RESILIENT

RF-1 FLOORS TARKETT IQ OPTIMA - 3242246 EGYPTIAN SCROLLS 4" FLASH COVE BASE, WELD ROD: 1290290

PAINT

P-1 WALLS / CEILINGS GRAHAM - - PLUM BLACK WHITE -

P-2 DOORS ANDERSON - - CERAMIC COAT A-151510 - DEEP BASE

SOLID SURFACE

SSM-1 WORKSURFACES FORMICA - - LUNA SAND 757 -

E-F E-G

SPECIAL OR

NO.6

(VASCULAR)

D521

SUB-STERILE

D521A

EQUIPMENT

D521C

CONTROL

ROOM

D521B

SCRUB

ALCOVE

D521D

CLEAN &

STERILE

SUPPLY

D515

CORRIDOR

C5-13

OR 5

D522

CORRIDOR

C5-14

CORRIDOR

C5-12

SUPPLY

D523

10' - 2"

0"

REFLECTED CEILING PLAN GENERAL NOTES:

1. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR OTHER APPLICABLE

NOTES & ITEMS.

2. ALL CEILING GRIDS ARE TO BE CENTERED IN THE SPACE IN BOTH

DIRECTIONS (AS SHOWN) UNLESS NOTED OTHERWISE.

3. ALL AREAS EXPOSED TO VIEW ABOVE THE CEILINGS ARE TO BE PAINTED.

REFER TO INTERIORS DOCUMENTS FOR COLOR OR SUBMIT RFI.

4. CEILING HEIGHTS SHOWN ARE GENERIC IN NATURE, ADJUST HEIGHT 1"-2"

AS REQUIRED TO BE SLIGHTLY ABOVE OR BELOW A MASONRY JOINT

WHERE APPLICABLE.

5. ALL EXPOSED STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL

ELEMENTS ARE TO BE PAINTED. REFER TO INTERIORS DOCUMENTS FOR

COLOR OR SUBMIT RFI.

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

RECESSED ROUND LIGHT FIXTURE

(EMERGENCY FIXTURES SHADED)

S SPEAKER LOCATION

(SEE ELECTRICAL COMMUNICATIONS)

C

FIRE EXIT SIGN LOCATION

CAMERA LOCATION

(SEE ELECTRICAL COMMUNICATIONS)

1'x4' LINEAR LIGHT FIXTURE

SPRINKLER LOCATION

(SEE FIRE PROTECTION DRAWINGS)

LINEAR DIFFUSER DIFFUSER

X'-X

X'-X

PIR

PASSIVE INFRARED SENSOR, TYP. - BY

FULLY INTERGRATED MODULAR CEILING

SYSTEM

US

ULTRASONIC SENSOR SENSOR, TYP. -

BY FULLY INTERGRATED MODULAR

CEILING SYSTEM

E-F E-G

SPECIAL OR

NO.6

(VASCULAR)

D521

SUB-STERILE

D521A

EQUIPMENT

D521C

CONTROL

ROOM

D521B

SCRUB

ALCOVE

D521D

CLEAN &

STERILE

SUPPLY

D515

CORRIDOR

C5-13

OR 5

D522

CORRIDOR

C5-14

CORRIDOR

C5-12 9' - 6 3/16"

24"X24" CEILING ACCESS PANEL,

TYP., CENTER AS SHOWN TO FULLY

INTERGRATED MODULAR CEILING

SYSTEM

SUPPLY

D523

10' - 2"

0"

6' - 3" 5' - 6"

7'

7" 2'

5"

7'

0"

4'

8" 1'

EQ EQ

PIR

US

PIR

PIR

A-115

TYP.

MATCH EXISTING

EQ-26

SEE EQUIPMENT

DRAWINGS

PATCH AND REPAIR

CEILING TO MATCH

EXISTING, PREPARE

FOR NEW FINISH

9' - 0" V.I.F

OPENING REQUIREMENTS

SEE MANUFACTURER'S

EQUIPMENT CEILING COVER - BY OTHERS

MOUNTING PLATE BY OTHERS

THREADED ROD BY OTHERS

BOOM SUPPORT BY FULLY INTERGRATED

MODULAR CEILING SYSTEM - CONTRACTOR

TO COORDINATE BETWEEN FULLY

INTERGRATED MODULAR CEILING SYSTEM

AND EQUIPMENT BOOM VENDORS FOR

STRUCTURAL SUPPORT NEEDS AND

INSTALLATION

FULLY INTERGRATED MODULAR

CEILING SYSTEM

MECHANICAL LOUVER BY FULLY

INTERGRATED MODULAR CEILING

SYSTEM

LIGHT BY FULLY INTERGRATED

MODULAR CEILING SYSTEM

16 GA. POWDER COATED ANGLE BY FULLY

INTERGRATED MODULAR CEILING SYSTEM

5/8" TYPE 'X' GYPSUM BOARD CEILING SYSTEM

5/8" TYPE 'X' GYPSUM BOARD

SUSPENDED CEILING SYSTEM

FIXTURE HUB BY OTHERS

3"

BOTTOM OF CEILING

SEE REFLECTED CEILING PLAN

PROVIDE SEALANT ALONG ENTIRE PERIMETER

OF FULLY INTERGRATED MODULAR CEILING

SYSTEM

CL

SEE REFLECTED CEILING PLAN FOR

LOCATION OF EQUIPMENT

architecture · engineering

W E

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1 2 3 4 5 6 7 8 9

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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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 A-115

PARTIAL REFLECTED CEILING

PLANS

506-CSI-113SITE PREP ANGIO OR-6

TPM MRB

1E

1/4" = 1'-0"

PARTIAL FIFTH LEVEL REFLECTED CEILING PLAN - EQUIPMENT

1/4" = 1'-0"

PARTIAL FIFTH LEVEL REFLECTED CEILING PLAN

1 1/2" = 1'-0"A-115

1 CEILING EDGE DETAIL

1. THIS DRAWING IS INCLUDED FOR REFERENCE

AND COORDINATION ONLY.

2. SEE EQUIPMENT RESPONSIBILITY MATRIX

BELOW FOR ADDITIONAL INFORMATION.

EQUIPMENT PLAN GENERAL NOTES

E-F E-G

CLEAN &

STERILE

SUPPLY

D515

SPECIAL OR

NO.6

(VASCULAR)

D521

SCRUB

ALCOVE

D521D CONTROL

ROOM

D521B

EQUIPMENT

D521C

SUB-STERILE

D521A

CORRIDOR

C5-14

CORRIDOR

C5-12

CORRIDOR

C5-13

OR 5

D522

EQ-16

EQ-17

EQ-18

EQ-19

EQ-2

EQ-3

EQ-4

EQ-5

EQ-6

EQ-7EQ-8

EQ-9

EQ-10EQ-11

EQ-12EQ-12

EQ-13

EQ-14EQ-14

EQ-15

EQ-15

EQ-15

EQ-1

EQ-1

EQ-1

EQ-1

E Q

-1

E Q

-1

E Q

-1

E Q

-1

E Q

-1

EQ-1

EQ-23

EQ-22

EQ-22

EQ-23

EQ-22

0"

EQ-23

EQ-23

EQ-1

EQ-1

EQ-25

EQ-25

EQ-25

EQ-1

EQ-1

EQ-1

EQ-24

EQ-26

COORDINATE EXACT PLACEMENT

OF NEW EQUIPMENT EQ-1 WITH

EXISTING MED GASES / OUTLETS,

ETC. TO REMAIN

HR-1

HR-1

HR-1

HR-1

S E

E D

O O

R S

C H

E D

U

LE

2"

2"

SCHEDULE

SEE DOOR 2"

F

FLUSH

SCHEDULE

SEE

S E

E S

C H

E D

U L

E

1. CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE INSTALLATION OF EQUIPMENT PROVIDED BY VENDOR. ALL COMMUNICATION TO GO THROUGH PHILIPS

REPRESENTATIVE: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

2. REFER TO PROJECT MANUAL FOR VENDOR DOCUMENTS TO BE USED AS REFERENCE ONLY. CONTRACTOR TO CONTACT EQUIPMENT VENDOR FOR FINAL DOCUMENTATION TO ASSIST IN CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL SUPPORT UTILITIES TO ENSURE A FULLY FUNCTIONING SYSTEM. REFER TO MEP

DRAWINGS FOR MORE INFORMATION.

EQUIPMENT MATRIX NOTES

architecture · engineering

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1 2 3 4 5 6 7 8 9

F

E

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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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020 A-125

PARTIAL EQUIPMENT PLAN 506-CSI-113SITE PREP ANGIO OR-6

TPM MRB

1E

EQUIPMENT RESPONSIBILITY MATRIX

EQUIP.

NUMBER DESCRIPTION SUPPLIED BY INSTALLED BY COMMENTS

EQ-1 PHILIPS HEALTHCARE - AZURION 7 FD20 CEILING VENDOR VENDOR NOTES 1, 2

EQ-2 PEDIGO GOVERNMENT GOVERNMENT

EQ-3 SUNOPTIC GOVERNMENT GOVERNMENT

EQ-4 ELECTROCAUTERY GOVERNMENT GOVERNMENT

EQ-5 UNICART BLUE BELL GOVERNMENT GOVERNMENT

EQ-6 DRAGER APOLLO GOVERNMENT GOVERNMENT

EQ-7 ANESTHESIA CART GOVERNMENT GOVERNMENT

EQ-8 BEAR HUGGER GOVERNMENT GOVERNMENT

EQ-9 OMNI-CELL GOVERNMENT GOVERNMENT

EQ-10 NEPTUNE GOVERNMENT GOVERNMENT

EQ-11 ULTRASOUND GOVERNMENT GOVERNMENT

EQ-12 SURGICAL STAND GOVERNMENT GOVERNMENT

EQ-13 VASCULAR CART GOVERNMENT GOVERNMENT

EQ-14 TABLE GOVERNMENT GOVERNMENT

EQ-15 LINEN / TRASH STAND GOVERNMENT GOVERNMENT

EQ-16 BOWL STAND GOVERNMENT GOVERNMENT

EQ-17 TABLE GOVERNMENT GOVERNMENT

EQ-18 TABLE GOVERNMENT GOVERNMENT

EQ-19 TABLE GOVERNMENT GOVERNMENT

EQ-22 SKYTRON SURGICAL LIGHT & BOOM CONTRACTOR CONTRACTOR SEE EQUIPMENT DRAWINGS

EQ-23 SKYTRON EQUIPMENT & BOOM - BASIS OF DESIGN CONTRACTOR CONTRACTOR SEE EQUIPMENT DRAWINGS

EQ-24 SKYTRON INTEGRATION RACK - BASIS OF DESIGN CONTRACTOR CONTRACTOR SEE EQUIPMENT DRAWINGS

EQ-25 GETINGE TRANSPORTER VENDOR VENDOR NOTES 1, 2

EQ-26 FULLY INTEGRATED MODULAR CEILING SYSTEM CONTRACTOR CONTRACTOR SEE EQUIPMENT DRAWINGS

1/4" = 1'-0"

PARTIAL FIFTH FLOOR EQUIPMENT PLAN

DOOR AND FRAME SCHEDULE

DOOR NO. ROOM NO. ROOM NAME

DOOR FRAME

FIRE

RATING

HARDWARE

SET NO. NOTES

SIZE

MATL TYPE MATL TYPE

DETAIL

WD. HGT HEAD JAMB SILL

C5-13.1 D521D SCRUB ALCOVE 3' - 0" 7' - 0" WD F HM 01 -- -- 45 TEMP DOOR, HARDWARE BY CONTRACTOR

C5-14.1 C5-14 CORRIDOR 3' - 0" 7' - 0" WD F HM 01 -- -- 45 TEMP DOOR, HARDWARE BY CONTRACTOR

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

architecture · engineering

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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020

EQ-1

EQUIPMENT DRAWINGS - FOR

REFERENCE ONLY

506-CSI-113SITE PREP ANGIO OR-6

TPM MRB

1E

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

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.

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

ARCHITECT / ENGINEER OF RECORDCONSULTANT

ANN ARBOR, MICHIGAN

PHILIPS CONTACT: DON DUNHAM, DONALD.DUNHAM@PHILIPS.COM, 616.340.8554

CONTRACTOR IS RESPONSIBLE TO MAKE INITIAL CONTACT WITH PHILIPS AFTER CONTRACT AWARD. CONTRACTOR TO REVIEW THE PROJECT SCHEDULE WITH PHILIPS, 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.

100% BID DOCUMENTS

06/01/2020

EQ-2

EQUIPMENT DRAWINGS - FOR

REFERENCE ONLY

506-CSI-113SIT…