Attachment - I - 610-19-101 Upgrade Elevators - Drawing Set.pdf

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Y1DA--610-19-101 Upgrage Elevators in Buildings 138, 172 & 174
Solicitation number
36C25021B0042
Issued by

About this file

This solicitation is for upgrading elevators in three buildings at the Veterans Affairs Medical Center in Marion, Indiana. The work includes replacing elevator components and controls to meet current codes in Buildings 138, 172, and 174. Elevators to be upgraded include five in Building 138, three in Building 172, and one passenger and two service elevators in Building 174. The period of performance is 270 calendar days. The solicitation was issued by the Department of Veterans Affairs and the estimated value is between $1 million and $5 million. Responses are due by February 15, 2022 and the contract is to be awarded by April 30, 2022. The solicitation will be posted on SAM.gov.

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Text version

7/7/2020

UPGRADE ELEVATORS IN

BUILDINGS 138, 172 & 174

Marion, IN G-001

BJLDE

COVER SHEET

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

- ZACHARY MCDANIEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

FINAL BID DOCUMENTS SUBMITTAL 03/31/2021

100% CONSTRUCTION DRAWING BID SET SUBMISSION

FIRE PROTECTION

FA101

FA102

FA103

FA104

FX101

FX102

FX103

FX104

FIRE ALARM PLANS BUILDING 138, ELEVATOR S5 & S6

FIRE ALARM PLANS BUILDING 172, ELEVATOR S1, S2, & S3

FIRE ALARM PLANS BUILDING 172, ELEVATOR S7 & S8

FIRE ALARM PLANS BUILDING 174, ELEVATOR S14, S15, & P16

SPRINKLER PLANS BUILDING 138, ELEVATOR S5 & S6

SPRINKLER PLANS BUILDING 172, ELEVATOR S1, S2, & S3

SPRINKLER PLANS BUILDING 172, ELEVATOR S7 & S8

SPRINKLER PLANS BUILDING 174, ELEVATOR S14, S15, & P16

PLUMBING

PP001

PP101

PP102

PP103

PP104

PP501

PP701

PP901

PLUMBING GENERAL INFORMATION

PLUMBING PLANS – BUILDING 138, ELEV. S5, S6

PLUMBING PLANS – BUILDING 172, ELE. S1, S2, & S3

PLUMBING PLANS – BUILDING 172, ELE. S7, S8

PLUMBING PLANS – BUILDING 174, ELE. S14, S15, & P16

PLUMBING DETAILS

PLUMBING SCHEDULES

PLUMBING ISOMETRIC

ELECTRICAL

EE001

EE002

EP401

EP402

EP403

EP404

EP405

EP501

EP502

ELECTRICAL SYMBOL LIST

ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

ELECTRICAL PLANS – BUILDING 138, ELEV. S6, S7

ELECTRICAL PLANS-BUILDING 172, ELEV S1, S2, & S3

ELECTRICAL PLANS-BUILDING 172, ELEV S7, S8

ELECTRICAL PLANS-BUILDING 174, ELEV S14, S15

ELECTRICAL PLANS-BUILDING 174, ELEV P16

ELECTRICAL POWER DETAILS

ELECTRICAL POWER DETAILS

D I X

R

O

A D

S t r e e t

L i n c o l n

B o u l e v a r d

M ain

Entr ance

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a g e

A v e n u e

B l a c k a d

B l a a d

C o t t a g e

A v e n u e

G r a y

R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o r s a d

V i n e

D r i v e

V i n e

W a t e r S t r e e t

R a i l r o a d A v e n u e

C h a p m a e n u e

R o a d

R o a d

(H A-4

Materia l

Compound

Veterans Administration

1700 East 38 Street

Marion, IN 46953

(765) 674-3321

SIGNATURE BLOCK

MEDICAL CENTER DIRECTOR DATE

ASSOCIATE MEDICAL CENTER DIRECTOR DATE

CHIEF, FACILITIES MANAGEMENT DATE

CONTRACTING OFFICER REPRESENTATIVE

CONTRACT SPECIALIST DATE

DATE

C6 DESIGNER LIST & STAMPC3 OWNER INFORMATION C9 DRAWING INDEX

NOT TO SCALE

F9 PROJECT LOCATION MAP

TRUE

NORTH

PLAN

NORTH

GENERAL

G-001

G-002

G-003

G-004

G-005

G-006

COVER SHEET

GENERAL NOTES

LIFE SAFETY - BUILDING 138, ELEVATOR S5 & S6

LIFE SAFETY - BUILDING 172, ELEVATOR S1, S2, & S3

LIFE SAFETY - BUILDING 172, ELEVATOR S7 & S8

LIFE SAFETY - BUILDING 174, ELEVATOR S14, S15, & P16

ARCHITECTURAL

AD001

AD002

AD003

AD004

AE101

AE102

AE103

AE104

AE301

DEMOLITION PLANS - BUILDING 138, ELEVATOR S5 & S6

DEMOLITION PLANS - BUILDING 172, ELEVATOR S1, S2, & S3

DEMOLITION PLANS - BUILDING 172, ELEVATOR S7 & S8

DEMOLITION PLANS - BUILDING 174, ELEVATOR S14, S15, & P16

ARCHITECTURAL PLANS - BUILDING 138, ELEVATOR S5 & S6

ARCHITECTURAL PLANS - BUILDING 172, ELEVATOR S1, S2, & S3

ARCHITECTURAL PLANS - BUILDING 172, ELEVATOR S7 & S8

ARCHITECTURAL PLANS - BUILDING 174, ELEVATOR S14, S15, & P16

HOISTWAY SECTIONS & CAB ELEVATIONS

BLDG 138

VA NORTHERN INDIANA

HEALTH CARE SYSTEM:

1700 E. 38TH STREET,

MARION, IN 46953

UPGRADE ELEVATORS IN BUILDINGS 138,

172 & 174

OWNER:

Department of Veterans Affairs Northern indiana Health Care System

CONTACT:

CHRISTOPHER LEE (CO)

8888 Keystone Crossing, Suit 1100 Indianapolis, IN 46240

MARK COLEMAN (COR)

1700 E 38th St Marion, IN 46953

ARCHITECT

NAGEL Architects + Engineers 13100 watertown plank road, suite 200 Elm Grove, WI 53122 Phone: 262.641.0746 Contact:Darrin Engel

(FP+C)

CONSULTANT/ENGINEER

Rhino Fire Protection 12359 Sunrise Valley Dr. #350 Reston, VA, 20191 CONTACT: Peter Lomax Phone: 703-476-5034

(MEP)

CONSULTANT/ENGINEER

Ghafari Associates Inc.

17101 Michigan Ave.

Dearborn, MI, 48126 CONTACT: Mike Durand Phone: 313-436-8614

(ELEVATOR CONSULTANT)

CONSULTANT/ENGINEER

Robert L. Seymour & Associates Inc.

182 Thomas Johnson Dr. #200 Frederick, MD, 21702 CONTACT: Robert S. Seymour Phone: 301-662-8112

(ENVIRONMENTAL)

CONSULTANT/ENGINEER

The Reese Group 310 E Buffalo St. #106 Milwaukee, WI, 53202 CONTACT: Tina Reese Phone: 414-719-1477

(COST ESTIMATE)

CONSULTANT/ENGINEER

MCC

P.O. Box 6 Merton, WI, 53056 CONTACT: Tom Middleton Phone: 608-944-9666

138,172, &174

PROJECT # 610-19-101

LIN

C

O

LN

BO

U

LEVAR

D

38TH STREET

BLDG 172

BLDG 174

BUILDINGS 138, 172 & 174

Marion, IN G-002

BJLDE

GENERAL NOTES

13100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

- ZACHARY MCDANIEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

D5 MOUNTING HEIGHTS

5' -0

" M

AX

4' -0

1' -6

" 4' -0

" 5' -0

2' -0

7' -1

0"

6' -8

4' -0

3' -6

3' -0

"PE

R

C O

D E

5' -0

2"

4' -0

" 6' -0

M

AX

1' -3

M

IN

4'

-0

M

AX

3' -6

" M

AX

4" M

IN

FIRE HOSE CABINET VALVE

SHOULD BE LOCATED 5'-6" AFF

(GRAPHIC STANDARD)

FIRE CABINET (EXTINGUISHER

LESS THAN 40 LBS)

FIRE EXTINGUISHER

OUTLET ABOVE FLOOR

OUTLET ABOVE COUNTER

(GRAPHIC STANDARDS)

THERMOSTAT

HOSE BIBB

VISUAL FIRE ALARM

80" AFF MIN. OR 6"

BELOW CEILING MAX. WHICHEVER IS LOWER (ADA)

AUDIO FIRE ALARM

BOTTOM OF LEVER FOR A

MANUAL FIRE ALARM

HAND RAIL 34" - 38" AFF (ADA)

DOOR SIGN

(ADA) ON LATCH

SIDE OF DOOR

ELEVATOR CALL BUTTON

ELEVATOR VISIBLE SIGNAL

FIRE CABINET (EXTINGUISHER

MORE THAN 40 LBS)

MAX

MIN

M

AX

B .O

. O F

H

IG

H

ES

T C

H

AR

AC

TE

R S

M

IN

B .O

. O F

LO

W

ES

T

C H

AR

AC

TE

R

S

CL

F1 ABBREVIATION LIST

D7 ALTERNATE DEDUCT LIST

D9 GENERAL NOTES

OFFICE

F5 SYMBOL KEY

PLAN

NORTH

NOT TO SCALE

A5 DRAWING TITLE

0 4' 8' 16'

C5 A-501

100'-0"

A5 A-501

ELEV. NO.

SHEET NO.

DOOR NUMBER

KEYNOTE

WALL TAG

LIGHT TAG

ELEVATION MARK

NEW SPOT ELEVATION

REVISION IDENTIFIER

NORTH ARROW

GRID

STRUCTURAL/COLUMN

DETAIL OR PLAN TITLE

SHEET NO.

SECTION NO.

A

SECTION DETAIL

ELEVATION MARKER

INDICATES NEW DOOR

AND/OR WALL

INDICATES EXISTING

DOOR AND/OR WALL

INDICATES DOOR AND/OR

WALL TO BE REMOVED.

SALVAGE DOORS FOR REUSE

INDICATES PATCH EXISTING

WALLS AS REQUIRED FOR

SMOOTH FINISH

DETAIL/PLAN NO. (IN REFERENCE

TO SHEET GRID AT TOP & RIGHT SIDE)

DETAIL

REFERENCE

SHEET NO. (DETAILS REFERENCE

TO SHEET ON WHICH THEY OCCUR)

DETAIL (IN REFERENCE TO SHEET

GRID AT TOP & RIGHT SIDE)

A3 A-202

66'-0"

ROOM NAME

& NUMBER

WORK AREA

F7 MATERIAL IDENTIFICATION

MATERIAL IDENTIFICATION

(LARGE SCALE)ACOUSTIC TILE

(ACT) ALUMINUM

BRICK

(SOLID)

CONCRETE

BLOCK

CONCRETE BLOCK

CONCRETE

(BATT)

INSULATION

MORTAR

(ALSO SAND,

PLASTER GWB)

EARTH

(COMPACTED)

EARTH

POROUS FILL

(COMPACTED)(RIGID)

INSULATION

TILE

(CERAMIC OR QUARRY)

PLYWOOD OR

PARTICLE BD

WOOD (ROUGH)

SHIM

(LARGE SCALE)

STEEL

STONE

WOOD (FINISH)

A

ABV ABOVE

AFF ABOVE FINISHED FLOOR

ASC ABOVE SUSPENDED

CEILING

ACC ACCESS

ACFL ACCESS FLOOR

AP ACCESS PANEL

AC ACOUSTICAL

ACPL ACOUSTICAL PLASTER

ACT ACOUSTICAL TILE

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT/ADJUSTABLE

AGG AGGREGATE

A/C AIR CONDITIONING

ALT ALTERNATE

AL ALUMINUM

ANC ANCHOR, ANCHORAGE

AB ANCHOR BOLT

ANOD ANODIZED

APX APPROXIMATE

ARCH ARCHITECT(URAL)

AD AREA DRAIN

ASB ASBESTOS

AT ASPHALT TILE

AUTO AUTOMATIC

B

BP BACK PLASTER

BSMT BASEMENT

BW BOTH WAYS

BRG BEARING

BPL BEARING PLATE

BM BENCH MARK

BEL BELOW

BET BETWEEN

BVL BEVELED

BIT BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BS BOTH SIDES

BOT BOTTOM

BRK BRICK

BRZ BRONZE

BLDG BUILDING

BUR BUILT UP ROOFING

BBD BULLETIN BOARD

E

E EAST

ELEC ELECTRIC (AL)

EP ELECTRICAL PANELBOARD

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENC ENCLOSE (URE)

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

EXH EXHAUST

EXST EXISTING

EB EXPANSION BOLT

EXP EXPOSED

EXT EXTERIOR

F

FB FACE BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FF FACTORY FINISH

FAS FASTEN, FASTENER

FN FENCE

FBD FIBERBOARD

FG FIBERGLASS

FIN FINISH (ED)

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHS FIRE HOSE STATION

FPL FIREPLACE

FP FIREPROOF

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FLG FLASHING

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FLX FLEXIBLE

FLR FLOOR (ING)

FLCO FLOOR CLEANOUT

FD FLOOR DRAIN

FPL FLOOR PLATE

FLUR FLUORESCENT

FJT FLUSH JOINT

FTG FOOTING

FRG FORGED

FND FOUNDATION

FR FRAME (D) (ING)

FRA FRESH AIR

FS FULL SIZE

FBO FURNISHED BY OTHERS

FUR FURRED (ING)

FUT FUTURE

FV FIELD VERIFY

G

GA GAGE, GAUGE

GV GALVANIZED

GI GALVANIZED IRON

GP GALVANIZED PIPE

GSS GALVANIZED STEEL SHEET

GKT GASKET (ED)

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GLB GLASS BLOCK

GLF GLASS FIBER

GCMU GLAZED CONC. MASONRY UNITS

GST GLAZED STRUCTURAL TILE

GB GRAB BAR

GD GRADE, GRADING

GRN GRANITE

GVL GRAVEL

GF GROUND FACE

GT GROUT

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GWB GYPSUM WALL BOARD

H

HBD HARDBOARD

HDW HARDWARE

HWD HARDWOOD

HJT HEAD JOINT

HDR HEADER

HTG HEATING

HVAC HEATING/VENTILATING/AIR COND.

HD HEAVY DUTY

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HOR HORIZONTAL

HB HOSE BIB

HWH HOT WATER HEATER

I

INCL INCLUDE (D) (ING)

ID INSIDE DIAMETER

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

J

JC JANITOR'S CLOSET

JT JOINT

K

KPL KICK PLATE

KIT KITCHEN

KO KNOCKOUT

L

LBL LABEL

LAB LABORATORY

LAD LADDER

LB LAG BOLT

LAM LAMINATE (D)

LAV LAVATORY

LH LEFT HAND

LT LIGHT

LC LIGHT CONTROL

LP LIGHT PROOF

LW LIGHTWEIGHT

LWC LIGHTWEIGHT CONCRETE

LMS LIMESTONE

LTL LINTEL

LL LIVE LOAD

LVR LOUVER

LPT LOW POINT

M

MB MACHINE BELT

MH MANHOLE

MFR MANUFACTURE (ER)

MAS MASONRY

MO MASONRY OPENING

MTL MATERIAL

MAX MAXIMUM

MECH MECHANIC (AL)

MC MEDICINE CABINET

MED MEDIUM

MBR MEMBER

MMB MEMBRANE

MET METAL

MFD METAL FLOOR DECKING

MRD METAL ROOF DECKING

M METER

MM MILLIMETER

MWK MILLWORK

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MOD MODULAR

MLD MOLDING, MOULDING

MR MOP RECEPTOR

MT MOUNT (ED) (ING)

MOV MOVABLE

MULL MULLION

N

NAT NATURAL

NI NICKEL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O

OC ON CENTER

OPG OPENING

OJ OPEN-WEB JOIST

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

P

PNL PANEL

PB PANIC BAR

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTOR

PAR PARALLEL

PK PARKING

PBD PARTICLE BOARD

PTN PARTITION

PED PEDESTAL

PERF PERFORATE (D)

PERI PERIMETER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PG PLATE GLASS

PWD PLYWOOD

PVC POLYVINYL CHLORIDE

PE PORCELAIN ENAMEL

PTC POST-TENSIONED CONCRETE

PCF POUNDS PER CUBIC FOOT

PFL POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PFB PREFABRICATE (D)

PFN PREFINISHED

PRF PREFORMED

PSC PRESTRESSED CONCRETE

PL PROPERTY LINE

Q

QT QUARRY TILE

R

RBT RABBET, REBATE

RAD RADIUS

RWC RAINWATER CONDUCTOR

REF REFERENCE

RFL REFLECT (ED) (IVE) (OR)

REFR REFRIGERATOR

REG REGISTER

RE REINFORCE (D) (ING)

RCP REINFORCED CONCRETE PIPE

REM REMOVE

RES RESILIENT

RET RETURN

RA RETURN AIR

REV REVISION (S) REVISED

RH RIGHT HAND

ROW RIGHT OF WAY

R RISER

RD ROOF DRAIN

RFH ROOF HATCH

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

RBT RUBBER TILE

S

SFGL SAFETY GLASS

SCH SCHEDULE

SCN SCREEN

SNT SEALANT

STG SEATING

SEC SECTION

SHT SHEER

SH SHELF, SHELVING

SIM SIMILAR

SL SLEEVE

SC SOLID CORE

SP SOUNDPROOF

S SOUTH

SPK SPEAKER

SPL SPECIAL

SPEC SPECIFICATION (S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

ST STEEL

STO STORAGE

SD STORM DRAIN

STR STRUCTURAL

SCT STRUCTURAL CLAY TILE

SUS SUSPENDED

SYM SYMMETRY (ICAL)

SYN SYNTHETIC

SYS SYSTEM

T

TKBD TACK BOARD

TEL TELEPHONE

TV TELEVISION

TC TERRA COTTA

TZ TERRAZZO

THK THICK (NESS)

THR THRESHOLD

TPTN TOILET PARTITION

TPD TOILET PAPER DISPENSER

TOL TOLERANCE

T&G TONGUE AND GROOVE

TSL TOP OF SLAB

TST TOP OF STEEL

TW TOP OF WALL

TB TOWEL BAR

TR TRANSOM

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VJ V-JOINT (ED)

VB VAPOR BARRIER

VAR VARNISH

VNR VENEER

VERT VERTICAL

VG VERTICAL GRAIN

VIN VINYL

VB VINYL BASE

VF VINYL FABRIC

VT VINYL TILE

VCT VINYL COMPOSITE TILE

W

WSCT WAINSCOT

WTW WALL TO WALL

WH WALL HUNG

WC WATER CLOSET

WP WATERPROOFING

WR WATER REPELLENT

WS WATER STOP

WWF WELDED WIRE FABRIC

W WEST

WHB WHEEL BUMPER

W WIDTH, WIDE

WIN WINDOW

WG WIRED GLASS

WM WIRE MESH

WO WITHOUT

WD WOOD

WB WOOD BASE

WPT WORKING POINT

WI WROUGHT IRON

WWM WELDED WIRE MESH

C

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CIPC CAST-PLACE-CONCRETE

CST CAST STONE

CB CATCH BASIN

CK CAULK(ING)

CLG CEILING

CHT CEILING HEIGHT

CEM CEMENT

CM CENTIMETER(S)

CER CERAMIC

CT CERAMIC TILE

CHBD CHALKBOARD

CHAM CHAMFER

CIR CIRCLE

CIRC CIRCUMFERENCE

CLR CLEAR (ANCE)

CLS CLOSURE

COL COLUMN

COMB COMBINATION

COMPT COMPARTMENT

COMPO COMPOSITION

COMP COMPRESS (ED) (ION)

(IBLE)

CONC CONCRETE

CMU CONCRETE MASONRY

UNIT

CONST CONSTRUCTION

CONT CONTINUOUS OR

CONTINUE

CONTR CONTRACT (OR)

CJ CONTROL JOINT

CPR COOPER

CG CORNER GUARD

CTR COUNTER

CFL COUNTER FLASHING

CS COUNTERSINK

CRS COURSE (S)

CFT CUBIC FOOT

CYD CUBIC YARD

D

DPR DAMPER

DP DAMP PROOFING

DL DEAD LOAD

DEM DEMOLISH, DEMOLITION

DMT DEMOUNTABLE

DEP DEPRESSED

DTL DETAIL

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DR DOOR

DA DOUBLE ACTING

DH DOUBLE HUNG

DTA DOVETAIL ANCHOR

DTS DOVETAIL ANCHOR SLOT

DS DOWNSPOUT

D DRAIN

DT DRAIN TILE

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DW DUMBWAITER

1. Construction hours are be 7 am to 4:30 pm EST. Coordinated with

COR.

2. However demolition and other loud noise operation must be done after hours,and coordinated with COR.

3. Contractor to field verify all dimensions and elevations on all drawings in this set.

ALTERNATE NO. 1: Elevator P-16 provide deduct alternate pricing.

138,172, &174FINAL BID DOCUMENTS SUBMITTAL 03/31/2021

BUILDINGS 138, 172 & 174

Marion, IN G-003

BJLDE

LIFE SAFETY - BUILDING 138,

ELEVATOR S5 & S613100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

- ZACHARY MCDANIEL

-35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

(e) F.E.

(e) F.E.

C000

EXISTING LOBBY

C001

ELEVATOR

S5

ELEVATOR

S6

(e) F.E.

C100

EXISTING LOBBY

C101

ELEVATOR

S5

ELEVATOR

S6

VENTILATION SHAFT

EXISTING LOBBY

C201

C200

278A

ELEVATOR

S5

ELEVATOR

S6

(e) F.E.

EXISTING LOBBY

C301

372E 372C

C308

372D 372A

ELEVATOR

S5

ELEVATOR

S6

EXISTING LOBBY

C401

C400 ELEVATOR

S5

ELEVATOR

S6

UP

(e) F.E.

(e) F.E.

EXISTING PENTHOUSE

EXISTING ROOF

ELEVATOR MACHINE ROOM

S5 S6

WORK AREA

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S7 & S8

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S5 & S6

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

C9 LIFE SAFETY LEGEND

F.E.

(e) F.E.

= WORK AREA

= 2 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= 1 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,

PARTITION)

= 1 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= EXIT DISTANCE

= COMMON PATH OF TRAVEL

= EXIT PATH

= FIRE EXTINGUISHER

= EXISTING FIRE EXTINGUISHER

SCALE: 1/4" = 1'-0"F6 BASEMENT LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"D6 1st FLOOR LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"B6 2nd FLOOR LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F4 3rd FLOOR LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"D4 4th FLOOR LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F1 PENTHOUSE LIFE SAFETY PLAN, ELEVATOR S5 & S6

SCALE: 1/64" = 1'-0"F9 BUILDING 138 KEY PLAN

SCALE: 1/32" = 1'-0"D9 PENTHOUSE KEY PLAN

FINAL BID DOCUMENTS SUBMITTAL 03/31/2021

BUILDINGS 138, 172 & 174

Marion, IN G-004

BJLDE

LIFE SAFETY - BUILDING 172,

ELEVATOR S1, S2, & S313100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

- ZACHARY MCDANIEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

UP

(e) F.E.

EXISTING LOBBY

CB2-1

ELEVATOR MACHINE ROOM

B17 EXISTING STAIRS

S1-B

B3

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

DN

MECH. CHASE(e) F.E.

EXISTING LOBBY

C3-1

3A-300

3A-301

ELEVATOR

S3

EXISTING STAIRS

S1-3

DN

UPMECH. CHASE

EXISTING LOBBY

C1-5

1A-110

1A-107

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

EXISTING STAIRS

S1-1

DN

UP

MECH. CHASE

EXISTING LOBBY

C2-5

2A-204

2A-205

2A-208

EXISTING STAIRS

S1-2

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

WORK AREA

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

E8 LIFE SAFETY LEGEND

F.E.

(e) F.E.

= WORK AREA

= 2 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= 1 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,

PARTITION)

= 1 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= EXIT DISTANCE

= COMMON PATH OF TRAVEL

= EXIT PATH

= FIRE EXTINGUISHER

= EXISTING FIRE EXTINGUISHER

SCALE: 1/4" = 1'-0"F5 BASEMENT LIFE SAFETY PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"F3 3rd FLOOR LIFE SAFETY PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"D6 1st FLOOR LIFE SAFETY PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"B5 2nd FLOOR LIFE SAFETY PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/64" = 1'-0"F9 BUILDING 172 KEY PLAN

BUILDINGS 138, 172 & 174

Marion, IN G-005

BJLDE

LIFE SAFETY - BUILDING 172,

ELEVATOR S7 & S813100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

_S 7_

S8 .p ln 4/

1/

, 1

2:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

- ZACHARY MCDANIEL

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

EXISTING LOBBY

CB2-6

B27

C002

ELEVATOR

S7

ELEVATOR

S8

SOILED

UTILITY

EXISTING LOBBY

C1-33

C1-34

1E-150

ELEVATOR

S7

ELEVATOR

S8

RAMP DN

EXISTING LOBBY

C2-34

2E-249

C2-35

ELEVATOR

S7

ELEVATOR

S8

EXISTING LOBBY

C3-2

3E-300

C3-3

ELEVATOR

S7

ELEVATOR

S8

EXISTING LOBBY

C4-2

4E-400

C4-3

ELEVATOR

S7

ELEVATOR

S8

WORK AREA

BL

D

G

BL

D G

BL

D

G

BL

D G

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S5 & S6

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S7 & S8

EXISTING ROOF

(e) F.E.

ELEVATOR MACHINE ROOM

5E-500

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

C8 LIFE SAFETY LEGEND

F.E.

(e) F.E.

= WORK AREA

= 2 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= 1 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,

PARTITION)

= 1 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= EXIT DISTANCE

= COMMON PATH OF TRAVEL

= EXIT PATH

= FIRE EXTINGUISHER

= EXISTING FIRE EXTINGUISHER

SCALE: 1/4" = 1'-0"F5 BASEMENT LIFE SAFETY PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"D5 1st FLOOR LIFE SAFETY PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"B5 2nd FLOOR LIFE SAFETY PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"F1 3rd FLOOR LIFE SAFETY PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"D1 4th FLOOR LIFE SAFETY PLAN, ELEVATOR S7 & S8

SCALE: 1/64" = 1'-0"F8 BUILDING 172 KEY PLAN

SCALE: 1/32" = 1'-0"D8 PENTHOUSE KEY PLAN

SCALE: 1/4" = 1'-0"B1 PENTHOUSE LIFE SAFETY PLAN, ELEVATOR S7 & S8

BUILDINGS 138, 172 & 174

Marion, IN G-006

BJLDE

LIFE SAFETY - BUILDING 174,

ELEVATOR S14, S15, & P1613100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

- ZACHARY MCDANIEL

-35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

(e) F.E.

EXISTING LOBBY

CB2-2

B2-106

B2-104

ELEVATOR MACHINE ROOM

B2-105

ELEVATOR

P16

EXISTING LOBBY

C1-4

ELEVATOR

P16

UP

(e) F.E.

EXISTING LOBBY

CB2-1

ELEVATOR MACHINE ROOM

B2-100

B2-109

EXISTING STAIRS

S13-B

ELEVATOR

S15

ELEVATOR

S14

DN

EXISTING LOBBY

C1-1

EXISTING LOBBY

C1-12

C1-11

EXISTING STAIRS

S13-1

ELEVATOR

S15

ELEVATOR

S14

WORK AREA

WORK AREA

ELEV. P16

ELEV. S14, S15

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

D9 LIFE SAFETY LEGEND

F.E.

(e) F.E.

= WORK AREA

= 2 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= 1 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,

PARTITION)

= 1 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)

= EXIT DISTANCE

= COMMON PATH OF TRAVEL

= EXIT PATH

= FIRE EXTINGUISHER

= EXISTING FIRE EXTINGUISHER

SCALE: 1/4" = 1'-0"D6 BASEMENT LIFE SAFETY

SCALE: 1/4" = 1'-0"D2 1st FLOOR LIFE SAFETY

SCALE: 1/4" = 1'-0"F6 BASEMENT LIFE SAFETY

SCALE: 1/4" = 1'-0"F2 1st FLOOR LIFE SAFETY SCALE: 1/64" = 1'-0"F9 BUILDING 174 KEY PLAN

ELEVATOR P16ELEVATOR P16

ELEVATOR S14 &S15

ELEVATOR S14 &S15

BUILDINGS 138, 172 & 174

Marion, IN

AD001

BJLDE

DEMOLITION PLANS - BUILDING

138, ELEVATOR S5 & S613100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

- ZACHARY MCDANIEL

-35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

D9 GENERAL & KEYNOTES

KEY NOTES: DEMOLITION

1 REMOVE EXISTING CONCRETE SUMP & PUMP, VERIFY LOCATION

2 REMOVE & DISPOSE CAR BUFFERS

3 PASSENGER CAR COMPONENTS TO BE REMOVED WHEN

REPLACEMENT IS REQUIRED PER SPECIFICATIONS.

4 REMOVE CONCRETE SLAB TO ACCOMODATE FOR NEW SANITARY

PIPE CONNECTION REFER TO PLUMBING DRAWINGS

5 REMOVE & DISPOSE HOISTWAY DOORS

6 REMOVE & DISPOSE EMERGENCY POWER SELECTOR SWITCH

7 REMOVE & DISPOSE MOTOR GENERATOR SETS

8 REMOVE & DSIPOSE CONTROLLERS

9 EXISTING MAINLINE DISCONNECT TO BE REMOVED AND STORED

FOR REINSTALLATION. SALVAGE CONDUIT & WIRING WHERE

POSSIBLE

10 REMOVE & DISPOSE GEARED HOIST MACHINE

11 REMOVE & DISPOSE GOVERNOR

12 EXISTING RAILING TO REMAIN

13 REMOVE & DISPOSE GEARED HOIST MACHINE GUARD

14 REMOVE & DISPOSE GOVERNOR GUARD

15 EXISTING COUNTER WEIGHT

16 MODIDIFY OR REPLACE OF PIT LADDER, TO MEET REQUIRED

HANDGRIP HEIGHT OF 48" MINIMUM.

GENERAL NOTES: DEMOLITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR &

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO REMAIN

SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND

CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL BE

REPLACED AT NO COST TO OWNER WITH NEW CONSTRUCTION TO

MATCH.

C. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

D. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR ARRANGED

WITH THE GC.

E. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO OWNER.

F. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO OWNER.

G. SALVAGE EXISTING HVAC GRILLES AND LOUVERS FOR REUSE,

RETURN EXCESS TO OWNER.

H. SALVAGE EXISTING OUTLETS AND SWITCHES AND LIGHT FIXTURES

FOR REUSE, PULL ALL ABANDONED WIRE FROM CONDUIT, RETURN

EXCESS MATERIAL TO OWNER.

C000

EXISTING LOBBY

C001

ELEVATOR

S5

ELEVATOR

S6

C100

EXISTING LOBBY

C101

ELEVATOR

S5

ELEVATOR

S6

VENTILATION SHAFT

EXISTING LOBBY

C201

C200

278A

ELEVATOR

S5

ELEVATOR

S6

EXISTING LOBBY

C301

372E 372C

C308

372D 372A

ELEVATOR

S5

ELEVATOR

S6

EXISTING LOBBY

C401

C400 ELEVATOR

S5

ELEVATOR

S6

ELEVATOR

S5

ELEVATOR

S6

EXISTING PENTHOUSE

ELEVATOR MACHINE ROOM

EXISTING ROOF

WORK AREA

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S7 & S8

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S5 & S6

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"D6 BASEMENT DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"B6 1st FLOOR DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F3 2nd FLOOR DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"D3 3rd FLOOR DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"B3 4th FLOOR DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F6 PIT DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F1 PENTHOUSE DEMOLITION PLAN, ELEVATOR S5 & S6

SCALE: 1/64" = 1'-0"F9 BUILDING 138 KEY PLAN

SCALE: 1/32" = 1'-0"D9 PENTHOUSE KEY PLAN

BUILDINGS 138, 172 & 174

Marion, IN

AD002

BJLDE

DEMOLITION PLANS - BUILDING

172, ELEVATOR S1, S2, & S313100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

- ZACHARY MCDANIEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

D8 GENERAL & KEYNOTES

KEY NOTES: DEMOLITION

1 REMOVE EXISTING CONCRETE SUMP & PUMP, VERIFY LOCATION

2 REMOVE & DISPOSE HYDRAULIC PLUNGER ASSEMBLY

3 PASSENGER CAR COMPONENTS REMOVED WHEN

REPLACEMENT IS REQUIRED PER SPECIFICATIONS.

4 REMOVE CONCRETE SLAB TO ACCOMODATE FOR NEW SANITARY

PIPE CONNECTION REFER TO PLUMBING DRAWINGS

5 REMOVE & DISPOSE HOISTWAY DOORS

6 REMOVE & DISPOSE EXISTING CAR BUFFERS

7 REMOVE & DISPOSE EMERGENCY POWER SELECTOR SWITCH

8 EXISTING MAINLINE DISCONNECTS

9 REMOVE & DISPOSE CIRCUIT BREAKER PANEL

10 REMOVE & DISPOSE PUMP UNITS

11 REMOVE & DISPOSE CONTROLLERS

12 EXISTING PIT LADDERS

GENERAL NOTES: DEMOLITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR &

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO REMAIN

SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND

CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL BE

REPLACED AT NO COST TO OWNER WITH NEW CONSTRUCTION TO

MATCH.

C. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

D. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR ARRANGED

WITH THE GC.

E. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO OWNER.

F. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO OWNER.

G. SALVAGE EXISTING HVAC GRILLES AND LOUVERS FOR REUSE,

RETURN EXCESS TO OWNER.

H. SALVAGE EXISTING OUTLETS AND SWITCHES AND LIGHT FIXTURES

FOR REUSE, PULL ALL ABANDONED WIRE FROM CONDUIT, RETURN

EXCESS MATERIAL TO OWNER.

UP

EXISTING LOBBY

CB2-1

EXISTING STAIRS

S1-B

B3

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

ELEVATOR MACHINE ROOM

B17

455 5

7111111119888

101010

DN

MECH. CHASE

EXISTING LOBBY

C3-1

3A-300

3A-301

ELEVATOR

S3

EXISTING STAIRS

S1-3

DN

UPMECH. CHASE

EXISTING LOBBY

C1-5

1A-110

1A-107

1A-108

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

EXISTING STAIRS

S1-1

55 5

DN

UP

MECH. CHASE

EXISTING LOBBY

C2-5

2A-204

2A-205

2A-208

EXISTING STAIRS

S1-2

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

55 5

66 66 66

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

WORK AREA

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"D5 BASEMENT DEMOLITION PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"B3 3rd FLOOR DEMOLITION PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"F2 1st FLOOR DEMOLITION PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"D2 2nd FLOOR DEMOLITION PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"F6 PIT DEMOLITION PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/64" = 1'-0"F9 BUILDING 172 KEY PLAN

BUILDINGS 138, 172 & 174

Marion, IN

AD003

BJLDE

DEMOLITION PLAN - BUILDING

172, ELEVATOR S7 & S813100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

_S 7_

S8 .p ln 4/

1/

, 1

2:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

- ZACHARY MCDANIEL

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

C8 GENERAL & KEYNOTES

KEY NOTES: DEMOLITION

1 REMOVE EXISTING CONCRETE SUMP & PUMP, VERIFY LOCATION

2 REMOVE & DISPOSE CAR BUFFERS

3 PASSENGER CAR COMPONENTS TO BE REMOVED WHEN

REPLACEMENT IS REQUIRED PER SPECIFICATIONS.

4 REMOVE CONCRETE SLAB TO ACCOMODATE FOR NEW SANITARY

PIPE CONNECTION REFER TO PLUMBING DRAWINGS

5 REMOVE & DISPOSE HOISTWAY DOORS

6 REMOVE & DISPOSE EMERGENCY POWER SELECTOR SWITCH

7 REMOVE & DISPOSE CIRCUIT BREAKER PANEL (CAR LIGHTING)

8 EXISTING MAINLINE DISCONNECTS

9 REMOVE & DISPOSE MOTOR GENERATOR SETS

10 REMOVE & DISPOSE CONTROLLERS

11 EXISTING HOISTWAY VENTILATION

12 REMOVE & DISPOSE GOVERNORS

13 REMOVE & DISPOSE GEARED HOIST MACHINES

14 EXISTING PIT LADDER

15 EXISTING COUNTER WEIGHT

GENERAL NOTES: DEMOLITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR &

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO REMAIN

SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND

CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL BE

REPLACED AT NO COST TO OWNER WITH NEW CONSTRUCTION TO

MATCH.

C. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

D. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR ARRANGED

WITH THE GC.

E. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO OWNER.

F. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO OWNER.

G. SALVAGE EXISTING HVAC GRILLES AND LOUVERS FOR REUSE,

RETURN EXCESS TO OWNER.

H. SALVAGE EXISTING OUTLETS AND SWITCHES AND LIGHT FIXTURES

FOR REUSE, PULL ALL ABANDONED WIRE FROM CONDUIT, RETURN

EXCESS MATERIAL TO OWNER.

EXISTING LOBBY

CB2-6

B27

C002

ELEVATOR

S7

ELEVATOR

S8

5 5

SOILED

UTILITY

EXISTING LOBBY

C1-33

C1-34

1E-150

ELEVATOR

S7

ELEVATOR

S8

5 5

RAMP DN

EXISTING LOBBY

C2-34

2E-249

C2-35

ELEVATOR

S7

ELEVATOR

S8

5 5

EXISTING LOBBY

C3-2

3E-300

C3-3

ELEVATOR

S7

ELEVATOR

S8

5 5

EXISTING LOBBY

C4-2

4E-400

C4-3

ELEVATOR

S7

ELEVATOR

S8

5 5

2 2

ELEVATOR

S7

ELEVATOR

S8

EXISTING ROOF

ELEVATOR MACHINE ROOM

WORK AREA

BL

D

G

BL

D G

BL

D

G

BL

D G

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S5 & S6

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S7 & S8

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"F3 BASEMENT DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"D3 1st FLOOR DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"C3 2nd FLOOR DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"F1 3rd FLOOR DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"D1 4th FLOOR DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"F6 PIT DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/4" = 1'-0"C1 PENTHOUSE DEMOLITION PLAN, ELEVATOR S7 & S8

SCALE: 1/64" = 1'-0"F8 BUILDING 172 KEY PLAN

SCALE: 1/32" = 1'-0"D8 PENTHOUSE KEY PLAN

BUILDINGS 138, 172 & 174

Marion, IN

AD004

BJLDE

DEMOLITION PLANS - BUILDING

174, ELEVATOR S14, S15, & P1613100 watertown plank road suite 200 Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

- ZACHARY MCDANIEL

-35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

D9 GENERAL & KEYNOTES

KEY NOTES: DEMOLITION

1 REMOVE EXISTING CONCRETE SUMP & PUMP, VERIFY LOCATION

2 REMOVE AND DISPOSE HYDRAULIC PLUNGER ASSEMBLY

3 PASSENGER CAR COMPONENTS TO BE REMOVED WHEN

REPLACEMENT IS REQUIRED PER SPECIFICATIONS.

4 REMOVE & DISPOSE HOISTWAY DOORS

5 REMOVE & DISPOSE CAR BUFFERS

6 REMOVE & DISPOSE PUMP UNITS

7 REMOVE & DISPOSE CIRCUIT BREAKER PANEL

8 EXISTING MAINLINE DISCONNECT TO BE REMOVED AND STORED

FOR REINSTALLATION. SALVAGE CONDUIT & WIRING WHERE

POSSIBLE.

9 REMOVE & DISPOSE CONTROLLERS

10 REMOVE & DISPOSE EMERGENCY POWER SELECTOR SWITCH

11 EXISTING PIT LADDERS

GENERAL NOTES: DEMOLITION

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR &

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO REMAIN

SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND

CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL BE

REPLACED AT NO COST TO OWNER WITH NEW CONSTRUCTION TO

MATCH.

C. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

D. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR ARRANGED

WITH THE GC.

E. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO OWNER.

F. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO OWNER.

G. SALVAGE EXISTING HVAC GRILLES AND LOUVERS FOR REUSE,

RETURN EXCESS TO OWNER.

H. SALVAGE EXISTING OUTLETS AND SWITCHES AND LIGHT FIXTURES

FOR REUSE, PULL ALL ABANDONED WIRE FROM CONDUIT, RETURN

EXCESS MATERIAL TO OWNER.

EXISTING LOBBY

CB2-2

B2-106

B2-104

ELEVATOR

P16

ELEVATOR MACHINE ROOM

B2-105

EXISTING LOBBY

C1-4

ELEVATOR

P16

7 88 99 10

UP

EXISTING LOBBY

CB2-1

B2-109

EXISTING STAIRS

S13-B

ELEVATOR

S15

ELEVATOR

S14

ELEVATOR MACHINE ROOM

B2-100

DN

EXISTING LOBBY

C1-1

EXISTING LOBBY

C1-12

EXISTING STAIRS

S13-1

ELEVATOR

S15

ELEVATOR

S14

ELEVATOR

P16

2 2

55 55

ELEVATOR

S15

ELEVATOR

S14

WORK AREA

WORK AREA

ELEV. P16

ELEV. S14, S15

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"C4 BASEMENT DEMOLITION PLAN

SCALE: 1/4" = 1'-0"C1 1st FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"F4 BASEMENT DEMOLITION PLAN

SCALE: 1/4" = 1'-0"F1 1st FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"C6 PIT DEMOLITION PLAN

SCALE: 1/4" = 1'-0"F6 PIT DEMOLITION PLAN SCALE: 1/64" = 1'-0"F9 BUILDING 174 KEY PLAN

ELEVATOR P16

ELEVATOR S14,S15

ELEVATOR P16 ELEVATOR P16

ELEVATOR S14,S15 ELEVATOR S14,S15

BUILDINGS 138, 172 & 174

Marion, IN

AE101

BJLDE

ARCHITECTURAL PLANS -

BUILDING 138, ELEVATOR S5 &

S6

13100 watertown plank road suite 200

Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

- ZACHARY MCDANIEL

-35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

AE301

SYM

C000

EXISTING LOBBY

C001

ELEVATOR

S5

ELEVATOR

S6

F7

AE301

C100

EXISTING LOBBY

C101

ELEVATOR

S5

ELEVATOR

S6

F7

AE301

VENTILATION SHAFT

EXISTING LOBBY

C201

C200

278A

ELEVATOR

S5

ELEVATOR

S6

F7

AE301

C9 GENERAL & KEYNOTES

KEY NOTES: ARCHITECTURAL

GENERAL NOTES: ARCHITECTURAL

1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS FROM

OCCUPIED AREA OF EXISTING BUILDING.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT

THE JOB SITE.

3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL

SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES SHALL BE

COORDINATED WITH THE OWNER.

4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, ROOF AND WALLS

WHICH REMAIN AFTER ALTERATIONS TO BUILDING HAVE BEEN COMPLETED.

PATCH TO MATCH EXISTING.

5. NEW WORK SHALL MATCH EXISTING WORK U.N.O.

6. INDICATES WALL TYPE. SEE AE500 FOR WALL ASSEMBLY INFORMATION.

7. PROVIDE DUST CONTROL & WALK-OFF MATS AROUND THE CONSTRUCTION

AREA.

8. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES, DAMAGED

AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED, OR UTILITY

MODIFICATIONS WERE PERFORMED. PROVIDE NEW FINISHES PER

SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO REMAIN TO PROVIDE A

SUITABLE SURFACE FOR NEW FINISHES.

9. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS WHERE NEW

WALL SURFACE MEETS EXISTING TO REMAIN.

10. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE BY

THE CONTRACTOR AND REPORTED TO THE ARCHITECT FOR CONFIRMATION

PRIOR TO FRAMING OF WALLS.

1 NEW CONCRETE SUMP & PUMP, SEE DETAIL C1-AE301

2 NEW CAR BUFFERS

3 NEW CONCRETE SLAB AS REQUIRED FOR NEW SANITARY PIPE

CONNNECTION REFER TO PLUMBING DRAWINGS.

4 NEW GEARED HOIST MACHINE, SEE SPEC. SEC. 14 21 00

5 NEW GOVENOR, SEE SPEC. SEC. 14 21 00

6 NEW MAINLINE DISCONNECT, SEE SPEC. SEC. 14 21 00

7 NEW CAR LIGHTING DISCONNECT, SEE SPEC. SEC. 14 21 00

8 NEW CONTROLLER, SEE SPEC. SEC. 14 21 00

9 NEW HOISTWAY DOORS, SEE SPEC. SEC. 14 21 00

10 NEW WIRE MESH PARTITION SECURITY ENCLOSURE

11 NEW EQUIPMENT SAFETY ENCLOSURE

12 EXISTING RAILING TO REMAIN IN PLACE AND BE RE-PAINTED

13 MODIFIED OR NEW PIT LADDER, PER SPECIFICATIONS

EXISTING LOBBY

C301

372E 372C

C308

372D 372A

ELEVATOR

S5

ELEVATOR

S6

F7

AE301

EXISTING LOBBY

C401

C400 ELEVATOR

S5

ELEVATOR

S6

F7

AE301

1'-0"

1'-0"

1' -0

1'-0"

1' -0

5'

-0

5' -0

5'

-0

5' -0

EXISTING PENTHOUSE

EXISTING ROOF

ELEVATOR MACHINE ROOM

S5 S6

F7

AE301

B1

AE101

111110

WORK AREA

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S7 & S8

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S5 & S6

F3

AE301

ELEVATOR

S5

ELEVATOR

S6

F7

AE301

1'-0"

8' -0

WIRE MESH PARTITION

FLOOR SHOE WITH

(2) 1/4" ANCHORS

EXISTING EDGE

OF RAISED CONC.

FLOOR

EXISTING GUARDRAIL

TO REMAIN & BE

RE-PAINTED

PARTITION FRAMING

EXISTING CONC. SLAB

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"D6 BASEMENT PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"B6 1st FLOOR PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F4 2nd FLOOR PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"D4 3rd FLOOR PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"B4 4th FLOOR PLAN, ELEVATOR S5 & S6

SCALE: 1/4" = 1'-0"F1 PENTHOUSE PLAN, ELEVATOR S5 & S6

SCALE: 1/64" = 1'-0"F9 BUILDING 138 KEY PLAN

SCALE: 1/32" = 1'-0"D9 PENTHOUSE KEY PLAN

SCALE: 1/4" = 1'-0"F6 PIT PLAN, ELEVATOR S5 & S6

SCALE: 3" = 1'-0"B1 WIRE MESH PARTITION MOUNTING DETAIL

BUILDINGS 138, 172 & 174

Marion, IN

AE102

BJLDE

ARCHITECTURAL PLANS -

BUILDING 172, ELEVATOR S1,

S2, & S3

13100 watertown plank road suite 200

Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

- ZACHARY MCDANIEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N :\P ro je ct s\

6_ M ar io n, IN

V A

U pg ra de

E le va to rs \0

3_ M od el

-D ra w in gs -c ur re nt \B

-1

.p ln

4/ 1/

, 1 2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

AE301

666 7 8 999

UP

SYM

EXISTING LOBBY

CB2-1

ELEVATOR MACHINE ROOM

B17 EXISTING STAIRS

S1-B

B3

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

1010 4 F9

AE301

WORK AREA

D8 GENERAL & KEYNOTES

KEY NOTES: ARCHITECTURAL

1 NEW CONCRETE SUMP & PUMP, SEE DETAIL C1-AE301

2 NEW CAR BUFFERS

3 NEW HYDRAULIC PLUNGER ASSEMBLY

4 NEW CONCRETE SLAB AS REQUIRED FOR NEW SANITARY PIPE

CONNECTION REFER TO PLUMBING DRAWINGS

5 NEW PUMP UNIT, SEE SPEC. SEC. 14 24 00

6 EXISTING MAINLINE DISCONNECT, SEE SPEC. SEC. 14 24 00

7 NEW CIRCUIT BREAKER PANEL, SEE SPEC. SEC. 14 24 00

8 NEW CAR LIGHTING DISCONNECT (STACKED), SEE SPEC. SEC. 14 24 00

9 NEW CONTROLLER, SEE SPEC. SEC. 14 24 00

10 NEW HOISTWAY DOORS, SEE SPEC. SEC. 14 24 00

11 EXISTING PIT LADDER

GENERAL NOTES: ARCHITECTURAL

1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS FROM

OCCUPIED AREA OF EXISTING BUILDING.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT

THE JOB SITE.

3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL

SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES SHALL BE

COORDINATED WITH THE OWNER.

4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, ROOF AND WALLS

WHICH REMAIN AFTER ALTERATIONS TO BUILDING HAVE BEEN COMPLETED.

PATCH TO MATCH EXISTING.

5. NEW WORK SHALL MATCH EXISTING WORK U.N.O.

6. INDICATES WALL TYPE. SEE AE401 FOR WALL ASSEMBLY INFORMATION.

7. PROVIDE DUST CONTROL & WALK-OFF MATS AROUND THE CONSTRUCTION

AREA.

8. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES, DAMAGED

AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED, OR UTILITY

MODIFICATIONS WERE PERFORMED. PROVIDE NEW FINISHES PER

SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO REMAIN TO PROVIDE A

SUITABLE SURFACE FOR NEW FINISHES.

9. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS WHERE NEW

WALL SURFACE MEETS EXISTING TO REMAIN.

10. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE BY

THE CONTRACTOR AND REPORTED TO THE ARCHITECT FOR CONFIRMATION

PRIOR TO FRAMING OF WALLS.

DN

MECH. CHASE

EXISTING LOBBY

C3-1

3A-300

3A-301

ELEVATOR

S3

EXISTING STAIRS

S1-3

F9

AE301

1010 10

DN

UPMECH. CHASE

EXISTING LOBBY

C1-5

1A-110

1A-107

1A-108

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

EXISTING STAIRS

S1-1

F9

AE301

1010 10

DN

UP

MECH. CHASE

EXISTING LOBBY

C2-5

2A-204

2A-205

2A-208

EXISTING STAIRS

S1-2

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

F9

AE301

22222

3 3 3

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

F9

AE301

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"D6 BASEMENT PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/64" = 1'-0"F9 BUILDING 172 KEY PLAN

SCALE: 1/4" = 1'-0"B3 3rd FLOOR PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"F2 1st FLOOR PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"D3 2nd FLOOR PLAN, ELEVATOR S1, 2, & S3

SCALE: 1/4" = 1'-0"F6 PIT PLAN, ELEVATOR S1, 2, & S3

BUILDINGS 138, 172 & 174

Marion, IN

AE103

BJLDE

ARCHITECTURAL PLANS -

BUILDING 172, ELEVATOR S7 &

S8

13100 watertown plank road suite 200

Elm Grove, WI 53122

Nagel Architects Project Number: 18046

FINAL BID DOCUMENTS 610-19-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

35% SCHEMATIC DESIGN SUBMITTAL 12/09/2019

65% DESIGN DEVELOPMENT SUBMITTAL 02/04/2020

95% CONSTRUCTION DOCUMENTS SUBMITTAL 06/03/2020

- ZACHARY MCDANIEL

100% CONSTRUCTION DOCUMENTS SUBMITTAL 07/07/2020

100% CONSTRUCTION DRAWING BID SET SUBMISSION

C8 GENERAL & KEYNOTES

KEY NOTES: ARCHITECTURAL

GENERAL NOTES: ARCHITECTURAL

1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS FROM

OCCUPIED AREA OF EXISTING BUILDING.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT

THE JOB SITE.

3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL

SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES SHALL BE

COORDINATED WITH THE OWNER.

4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, ROOF AND WALLS

WHICH REMAIN AFTER ALTERATIONS TO BUILDING HAVE BEEN COMPLETED.

PATCH TO MATCH EXISTING.

5. NEW WORK SHALL MATCH EXISTING WORK U.N.O.

6. INDICATES WALL TYPE. SEE AE401 FOR WALL ASSEMBLY INFORMATION.

7. PROVIDE DUST CONTROL & WALK-OFF MATS AROUND THE CONSTRUCTION

AREA.

8. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES,

DAMAGED AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED, OR

UTILITY MODIFICATIONS WERE PERFORMED. PROVIDE NEW FINISHES PER

SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO REMAIN TO

PROVIDE A SUITABLE SURFACE FOR NEW FINISHES.

9. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS WHERE

NEW WALL SURFACE MEETS EXISTING TO REMAIN.

10. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE BY

THE CONTRACTOR AND REPORTED TO THE ARCHITECT FOR

CONFIRMATION PRIOR TO FRAMING OF WALLS.

1 NEW CONCRETE SUMP & PUMP, SEE DETAIL C1-AE301

2 NEW CAR BUFFERS

3 NEW CONCRETE SLAB AS REQUIRED FOR NEW SAN PIPE

CONNECTIONS REFER TO PLUMBING DRAWINGS

4 NEW GEARED HOIST MACHINE, SEE SPEC. SEC. 14 21 00

5 NEW GOVERNOR, SEE SPEC. SEC. 14 21 00

6 EXISTING HOISTWAY VENTILATION, SEE SPEC. SEC. 14 21 00

7 NEW CONTROLLER, SEE SPEC. SEC. 14 21 00

8 EXISTING MAINLINE DISCONNECT, SEE SPEC. SEC. 14 21 00

9 NEW CIRCUIT BREAKER PANEL, SEE SPEC. SEC. 14 21 00

10 NEW CAR LIGHTING DISCONNECT, SEE SPEC. SEC. 14 21 00

11 NEW HOISTWAY DOORS, SEE SPEC. SEC. 14 21 00

12 NEW EQUIPMENT SAFETY GUARDS

13 EXISTING PIT LADDER

14 EXISTING COUNTER WEIGHT

AE301

11 11

SYM

EXISTING LOBBY

CB2-6

B27

C002

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

11 11

SOILED

UTILITY

EXISTING LOBBY

C1-33

C1-34

1E-150

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

11 11

RAMP DN

EXISTING LOBBY

C2-34

2E-249

C2-35

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

11 11

EXISTING LOBBY

C3-2

3E-300

C3-3

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

11 11

EXISTING LOBBY

C4-2

4E-400

C4-3

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

ELEVATOR

S7

ELEVATOR

S8

F6

AE301

EXISTING ROOF

ELEVATOR MACHINE ROOM

5E-500

F6

AE301

88 9 1010

WORK AREA

BL

D

G

BL

D G

BL

D

G

BL

D G

ACCESS FROM

PENTHOUSE FOR

ELEV. S5, S6

ELEVATOR

MACHINE ROOM

S5 & S6

BLDG 172 ROOF

BLDG 138 ROOF

ELEVATOR

MACHINE ROOM

S7 & S8

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 1/4" = 1'-0"F3 BASEMENT PLAN, ELEVATOR S7 & S8

SCALE:…

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