Attachment - I - 610-19-101 Upgrade Elevators - Drawing Set.pdf
PDF 8 MB Posted
- Solicitation number
- 36C25021B0042
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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Other files
| File | Type | Posted |
|---|---|---|
| 36C25021B0042 0001.docx | DOCX document | |
| RFI 2 Responded.pdf | ||
| RFI 1 Responded.pdf | ||
| RFI 3 Responded.pdf | ||
| Attachment - IV - Wage Determination IN20210002 5-07-2021.pdf | ||
| Attachment - III - 610-19-101 Upgrade Elevators - Specs Vol 2.pdf | ||
| Attachment - V - Contractor EMR Certification Form.docx | DOCX document | |
| Attachment - II - 610-19-101 Upgrade Elevators - Specs Vol 1.pdf | ||
| 36C25021B0042.docx | DOCX document | |
| Attachment - VI - RFI Form Solicitaton.docx | DOCX document |
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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
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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
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
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3_ M od el
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4/ 1/
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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
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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
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3_ M od el
-D ra w in gs -c ur re nt \B
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.p ln
4/ 1/
, 1 2:
P
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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
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
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_S 7_
S8 .p ln 4/
1/
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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/
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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
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.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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6_ M ar io n, IN
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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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