22-119 BD Dwgs.pdf
PDF 17 MB Posted
- Attached to
- Z2DA--Project No. 539-23-203 - Upgrade Elevators Federal contract opportunity
- Solicitation number
- 36C25023B0055
About this file
This document provides details on a federal solicitation and related technical file. The solicitation number 36C25023B0055 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 is seeking proposals for the Z2DA--Project No. 539-23-203 job to upgrade elevators. The related technical file 22-119 BD Dwgs.pdf presumably contains drawings or specifications relevant to the elevator upgrade project. The solicitation is for an opportunity to provide upgrade services to elevators at a Veterans Affairs facility. Interested parties should review the solicitation and technical file for details on response requirements and dates as well as the scope of work involved in upgrading the elevators.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C25023B0055 0002.docx | DOCX document | |
| 36C25023B0055 0001.docx | DOCX document | |
| Attachment lll - RFI Attachment.docx | DOCX document | |
| Attachment l - DBA WD.pdf | ||
| Attachment IV - Limitations on Subcontracting.pdf | ||
| 22-119 BD Specs_.pdf | ||
| vha directive 1192.01.pdf | ||
| Attachment II - EMR Attachment.docx | DOCX document | |
| 36C25023B0055_1.docx | DOCX document |
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Text version
TRAILERS
BLDG 16
BLDG 14
BLDG 15
BLDG 1
PARKING GARAGE
BLDG 8
BLDG 2
BLDG 3
# ALTERNATE NOTES
BID DEDUCT ALTERNATES:
BID ITEM 1 - GENERAL CONSTRUCTION: BASE BID: WORK INCLUDES GENERAL CONSTRUCTION, ALTERATIONS, AND CERTAIN OTHER ITEMS.
BID ITEM II: ALL ITEMS IN BID ITEM I EXCEPT WORK IN P15 & P16.
BID ITEM III: ALL ITEMS IN BID ITEM II EXCEPT WORK IN P7.
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
PROJECT SITE MAP - CINCINNATI VAMC PROJECT LOCATION MAP
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
/2
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M C
U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
-V
A C in c in n a ti -E le v a to r
U p g r E le v -O
H b n e e d h a m
H L
.r v t
G-001
COVER
1 2BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220
VA PROJECT #: 539-23-203
JAB
DRAWING LIST
GENERAL
G-001 COVER 1 2
G-002 SITE LOGISTICS PLAN 2 2
ARCHITECTURAL
A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 8
A-100 OVERALL BUILDING 1 GROUND FLOOR PLAN 2 8
A-101 BUILDING 1 TYPICAL PASSENGER (P-1 THRU P-4) ELEVATOR CAB PLANS AND INTERIOR ELEVATIONS 3 8
A-102 BUILDING 1 TYPICAL SERVICE (S-5 / S-6) ELEVATOR CAB PLANS AND INTERIOR ELEVATIONS 4 8
A-103 BUILDING 1 TYPICAL PASSENGER (P-9) ELEVATOR CAB PLANS AND INTERIOR ELEVATIONS 5 8
A-104 BUILDING 1 TYPICAL PASSENGER (P-15 / P-16) ELEVATOR CAB PLANS AND INTERIOR ELEVATIONS 6 8
A-105 OVERALL BUILDING 15 GROUND FLOOR PLAN 7 8
A-106 BUILDING 15 PASSENGER ELEVATOR P-7 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS 8 8
ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 3
E-101 BUILDING 1 ELEVATOR PLANS 2 3
E-501 ELECTRICAL DETAILS 3 3
N
N
CINCINNATI VA MEDICAL CENTER
1, 15
DocuSign Envelope ID: 9289DCDD-F08B-4787-993B-592F5DB92B7D
3/29/2023
TRAILERS
PARKING GARAGE
VINE ST.
G O
O D
M A
N S
T
E S
H
IE
L D
S S
T
FISHER
HOUSE
RESEARCH
TRAILERS EDUCATION, SAFETY,
RESEARCH, OEF/OIF
FISHER HOUSE
RESEARCH
RESEARCH
BOILER PLANT
ADMIN (ENGINEERING/
LOGISTICS)
CLC, REHAB CARE LINE,
ADMIN
MAIN HOSPITAL
INDICATES BLDGS WITH
ELEVATORS IN SCOPE
OF WORK
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
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U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
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A C in c in n a ti -E le v a to r
U p g r E le v -O
H b n e e d h a m
H L
.r v t
G-002
SITE LOGISTICS PLAN
2 2BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: No Scale
SITE LOGISTICS PLAN
LOGISTICS PLAN LEGEND
N O
R T
H
1, 15
AFF ABOVE FINISHED FLOOR
ACP/APC ACOUSTIC CEILING PANEL/
ACOUSTIC PANEL CEILING
ACT ACOUSTIC(AL) TILE
ADJ ADJUSTABLE
ADT'L ADDITIONAL
AGG AGGREGATE
ALT ALTERNATE
AL ALUMINUM
APPROX APPROXIMATE(LY)
ASPH ASPHALT
AUTO AUTOMATIC
B/O BOTTOM OF
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BOT BOTTOM
BRG BEARING
CENTERLINE
C/C CENTER TO CENTER
CJ CONTROL JOINT
CLL CONTRACT LIMIT LINE
CEM CEMENT(ITIOUS)
CMU CONCRETE MASONRY UNIT
CLG CEILING
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
CTR CENTER(ED)
DF DRINKING FOUNTAIN
DS DOWNSPOUT
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DET/DTL DETAIL
DIA DIAMETER
DIM DIMENSION
DN DOWN
DWG(S) DRAWING(S)
E EAST
EC ELECTRICAL CONTRACTOR
EHO ELECTRICAL HOLD OPEN
EJ EXPANSION JOINT
EW EACH WAY
EA EACH
EIFS EXTERIOR INSULATION
FINISH SYSTEM
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATOR
EMER EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXT EXTERIOR
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FFE FINISH FLOOR ELEVATION
FV FIELD VERIFY
FEC FIRE EXTINGUISHER CABINET
FDN FOUNDATION
FIN FINISH
FLSHG FLASHING
FLR FLOOR
FRMG FRAMING
FT FOOT/FEET
FTG FOOTING
GC GENERAL CONTRACTOR
GA GAUGE
GALV GALVANIZED
GEN GENERAL
GYP GYPSUM
HM HOLLOW METAL
HDWR HARDWARE
HOL HOLLOW
HOR HORIZONTAL
HT HEIGHT
HVAC HEATING/VENTILATION/AIR
CONDITIONING
ID INSIDE DIAMETER
IN INCH
INCL INCLUDING
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
LAV LAVATORY
LB(S) POUND(S)
L/S LANDSCAPE
LT LIGHT
MO MASONRY OPENING
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTD MOUNTED
MTL METAL
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NOM NOMINAL
OC ON CENTER
OD OUTSIDE DIAMETER
O TO O OUT TO OUT
OPNG OPENING
OPP OPPOSITE
OVHD OVERHEAD
PEB PRE-ENGINEERED BUILDING
PJF PREFORMED JOINT FILLER
PT PRESSURE TREATED
PERIM PERIMETER
PL PLATE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLYWD PLYWOOD
PNT PAINT
PR PAIR
PTD PAINTED
PWR POWER
RB RUBBER BASE
RD ROOF DRAIN
RO ROUGH OPENING
RAD RADIUS
REC RECESSED
REINF REINFORCED
REQ'D REQUIRED
REV REVISED (REVISION)
RM ROOM
S SOUTH
SB SPLASH BLOCK
SF SQUARE FEET
SS STAINLESS STEEL
SIM SIMILAR
SPEC SPECIFICATIONS
SQ SQUARE
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
T&G TONGUE AND GROOVE
T/O TOP OF
TELE TELEPHONE
THRU THROUGH
TRTD TREATED
TS TUBE STEEL
TYP TYPICAL
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILE
VIF VERIFY IN FIELD
VERT VERTICAL
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WWF WELDED WIRE FABRIC
WD WOOD
WH WATER HEATER
WT WEIGHT
CL
1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN
FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF
THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED
AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT
BETWEEN THE COR AND CONTRACTOR BEFORE THE START OF THE WORK.
2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS
FROM BASIS OF DESIGN PRODUCT. PRODUCTS MAY CHANGE IN DIMENSION
AND DETAIL BEFORE THEY ARE INCORPORATED INTO WORK. PRODUCTS
FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND
DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN.
CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL
PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR
RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR
ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR
PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.
3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES
FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES
OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR
LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE
SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE
CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.
4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY
SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN
IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE
REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF
AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR
WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION
OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE
INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE
ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE
CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY
OF WORK.
5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD
DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS
AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE.
SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND
ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH
THE WORK.
7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR
REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL
OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.
8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.
9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.
10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION ON THIS PROJECT.
11. ALL ELEVATOR SUBMITTALS TO BE REVIEWED & APPROVED PRIOR TO
MOBILIZATION.
12. COMPLETE ONE ELEVATOR CAB BEFORE STARTING ANOTHER.
13. FINAL ELEVATOR EQUIPMENT PLANS WILL BE DESIGNED BY ELEVATOR
CONTRACTOR.
14. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT
SHALL BE RESPONSIBLE FOR INSTALLING THEIR RESPECTIVE WORK AND
SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE
CONTRACTOR SHALL FURNISH ALL NECESSARY PERMITS.
15. ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE
MANNER AND ACCEPTABLE TO THE COR'S.
16. CONTRACTOR IS RESPONSIBLE FOR ALL SERVICE CALLS AND SERVICES FOR
ALL 10 ELEVATORS AFTER THE EXECUTION AND DURING THE DURATION OF
THEIR CONTRACT.
1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT
GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE
SPECIFICATIONS FOR DETAILED REQUIREMENTS.
2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR
AREA OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.
3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF
PROJECT GROUNDS. COORDINATE WITH COR.
4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND
RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE
PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE
ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH,
THICKNESS, AND QUALITY.
5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE
REMOVAL WITH COR.
6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR
INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION
AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO
MATCH EXISTING.
7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND
NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR,
RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.) REPAIR OR
REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO
ADDITIONAL COST.
8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES
GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE
COMPLETION OF THE PROJECT.
9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN
THE SCOPE OF WORK.
10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION
REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.
11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION
BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR
OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR,
PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF
THE SCOPE OF THE PROJECT.
12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND
DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION
OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE.
DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE
INDICATED OR THAT ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.
13. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR
AND ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH
DEMOLITION.
14. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF
THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE
OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE
OWNER OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR
REINSTALLED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.
15. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION
OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORESEEN
CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES
(INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND
INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH
EXISTING.
16. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND
LOCATIONS OF DUMPSTER AREA. COORDINATE WITH COR FOR SCHEDULE
OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR USE
OF FREIGHT ELEVATOR (AS REQUIRED).
WALL SECTION
SYMBOL
INTERIOR ELEVATION
SYMBOL
COLUMN GRID
ELEVATION SYMBOL
REVISION NOTE
ENLARGED DETAIL CALLOUT
ROOM DESIGNATION
SYMBOL
BREAK LINE
ROOF SLOPE
DIRECTION SYMBOL
TYPICAL GRAPHIC SCALE
DETAIL #
PAGE #
DETAIL #
PAGE #
VIEW NORTH ARROW
A8.1
EXTERIOR ELEVATION
SYMBOL
DETAIL #
PAGE #
A8.1
A8.1
A8.1
BUILDING SECTION
SYMBOL
DETAIL #
PAGE #
A8.1
A8.1
DETAIL SECTION
SYMBOL
DETAIL #
PAGE #
A8.1
WALL GRID
(REPRESENTS
FACE OF EXISTING
WALL)
XX.X
XX.X
ELEVATION
0'-0"
ROOM
NAME
101A
0 4 8 16
NORTH
DEMOLITION KEYNOTE
WINDOW TYPE
ROOF PITCH SYMBOL
DOOR NUMBER
TYPICAL KEYNOTE CEILING/ SOFFIT
HEIGHT
MATL
1'-0"
1 #
22-119 CINCINNATI VA MEDICAL CENTER - UPGRADE ELEVATORS
BUILDING
PASSENGER ELEVATOR INFORMATION CAPACITY ELEVATOR
ELEVATOR WIDTH DEPTH (LBS)
SPEED
(FPM)
DOOR
TYPE MANUF./YEAR
TWO SPEED
TWO SPEED
TWO SPEED
TWO SPEED
TWO SPEED
TWO SPEED
TWO SPEED
OTIS (*1953)
OTIS (*1953)
OTIS (*1953)
OTIS (*1953)
ARMOR (*1983)
ARMOR (*1983)
DOVER (2006)
ELEVATOR
CAB DESIGN
ELEVATOR TYPE
HYDRAULIC TRACTION
B,1,2,3,4,5,6,7,8,9
NO. OF FLOORS
SERVED
OPENINGS
FRONT "ONLY" FRONT & BACK
ELEVATOR
RE-NUMBER
REPLACE
FLOOR
REPLACE
BASE
REPLACE
WALL PNLS
REPLACE
CEILING
PROVIDE (2)
HANDRAILS
PROVIDE (1)
CRASHRAIL REMARKS
P-1
P-2
P-3
P-4
P-9
P-15
P-16
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
4,000
4,000
4,0004,000
4,000
4,500
5,000
5,000
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
X
X
X
X
X
X
X
B,1,2,3,4,5,6,7,8,9
B,1,2,3,4,5,6,7,8,9
B,1,2,3,4,5,6,7,8,9
B,1,2,3,4,5,6,7,8,9
B,1,2,3,4,5,6,7,8,9
B,1,1R,2,2R,3,3R
X
X
X
X
X
X
X
NO
NO
NO
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
1, 2, 3, 4, 7
1, 2, 3, 4, 7
1, 2, 3, 4, 7
1, 2, 3, 4, 7
5, 6, 9,10
1, 3, 9
1, 3, 9
TWO SPEED ARMOR (**2008)P-715 VIF VIF 4,000 150 TYPE A X B,1,2,3,4 X 4, 7, 8YES YES YES YES YESYES
BUILDING 15 (RESEARCH)
REMARKS:
1. CAR STATION EMERGENCY PHONE SIGNAGE NEEDS TO BE REPLACED AS SOON AS POSSIBLE.
2. REFINISH STAINLESS STEEL LOBBY SIDE ELEV. DOOR PANELS AND REMOVE & REFURBISH BRONZE DECORATIVE MEDALLION SYMBOLS
3. INCORPORATE EXISTING AUXILIARY CAR STATION INTO NEW WALL PANEL DESIGN AT THE SAME LOCATION.
4. REFINISH STAINLESS STEEL SURFACES ON THE FRONT OF THE CAB.
5. REPLACE THE FOLLOWING DEVICES IN PLACE: MAIN & AUXILIARY CAR OPERATING PANELS; HALL CONTROL STATIONS; CAR POSITION INDICATORS; HALL DIRECTIONAL LANTERNS; AND HALL POSITION INDICATOR.
6. REPLACE OMEGA RAIL CAR SLIDE GUIDE SHOE INSERTS
7. INSTALL HOISTWAY DOOR ESCUTCHEON TUBES WITHIN THE NEXT YEAR. EMERGENCY PHONE SIGNAGE NEEDS TO BE REPLACED AS SOON AS POSSIBLE.
8.
* ELEVATORS WERE MODERNIZED IN 2014
** ELEVATORS WERE MODERNIZED IN 2008
*** PROVIDE AN ADDITIONAL #4 SATIN STAINLESS -STEEL HANDRAIL @ 42" A.F.F. TO MATCH EXISTING HANDRAIL TO REMAIN IN PLACE.
**** NEW CAB FLOORING SHALL BE LUXURY VINYL TILE. THE NEW FLOORING SHALL BE CAULKED WITH SILICONE AROUND THE INTERIOR PERIMETER TO LIMIT WATER INFILTRATION TO THE CAB PLATFORM.
22-119 CINCINNATI VA MEDICAL CENTER - UPGRADE ELEVATORS
BUILDING
SERVICE ELEVATOR INFORMATION CAPACITY ELEVATOR
ELEVATOR WIDTH DEPTH (LBS)
SPEED
(FPM)
DOOR
TYPE MANUF./YEAR
TWO SPEED
TWO SPEED
OTIS (*1953)
OTIS (*1953)
ELEVATOR
CAB DESIGN
ELEVATOR TYPE
HYDRAULIC TRACTION
B,1,2,3,4,5,6,7,8,9
NO. OF FLOORS
SERVED
OPENINGS
FRONT "ONLY" FRONT & BACK
ELEVATOR
RE-NUMBER
REPLACE
FLOOR
REPLACE
BASE
REPLACE
WALL PNLS
REPLACE
CEILING
PROVIDE (2)
HANDRAILS
PROVIDE (1)
CRASHRAIL REMARKS
S-5
S-6
VIF
VIF
VIF
VIF
5,000
5,000
X
X B,1,2,3,4,5,6,7,8,9
X
X
YES
YES
YES
YES
NO
NO
YES
YES
YES
YES
YES
YES
1, 2, 3, 4, 5, 6
1, 2, 3, 4, 5, 6
1. CAR STATION EMERGENCY PHONE SIGNAGE NEEDS TO BE REPLACED AS SOON AS POSSIBLE.
2. REFINISH EXISTING CAB INTERIOR. REFINISH ALL EXISTING STAINLESS STEEL SURFACES
3. INSTALL NEW #4 SATIN STAINLESS-STEEL CRASH RAIL, AND 2 STAINLESS STEEL HANDRAILS
4. INSTALL NEW RUBBER BASE
5. RE-DRILL HOLES AND INSTALL NEW STAINLESS PAD BUTTONS AND PROVIDE NEW WALL PAD PROTECTION
6. REMOVE EXISTING DROP CEILING AND LIGHTING. PROVIDE NEW #4 SATIN STAINLESS STEEL LED COVE LIGHTS, ON BOTH SIDES OF THE CAB, AND PROVIDE NEW WHITE PLASTIC LAMINATE PANELS ON THE CAB CEILING. SEE DETAIL
* ELEVATORS WERE MODERNIZED IN 2014
REPLACE EXIST. EMERGENCY PHONE WITH A NEW SURFACE/FLUSH MOUNTED PHONE INSTALLED OVER THE EXISTING CABINET OPENING.
NO
NO
NO
9. REFINISH STAINLESS STEEL ON FRONT AND REAR OF THE CAB.
NO
10. PROVIDE CARD READER "PACS" SYSTEM. CARD READER DEVICE SHALL BE MOUNTED ABOVE THE NEW ELEVATOR CONTROL PANEL. COORDINATE FLOOR BY FLOOR ACCESS WITH A JOHNSON CONTROLS PAC SYSTEM. SEE SPECIFICATIONS AND THE TECHNOLOGY DRAWINGS FOR MORE INFORMATION.
FINISH SCHEDULE
NOTE: ELEVATOR CONTROL PER ELEVATOR SPECIFICATION DIVISION 14
HIW-1
PROVIDE FINISHES LISTED AS BASIS OF DESIGN OR APPROVED EQUAL
HIW-2
WALLS-
LVT-1
HANDRAILS-
CEILING-
INPRO/ASCEND ELEVATOR CABS/HIGH IMPACT WALLCOVERING/INPRO/PALLADIUM/HAZELWOOD #0536/STAINLESS STEEL EDGE WRAPPED
INPRO/ASCEND ELEVATOR CABS/HIGH IMPACT WALLCOVERING/INPRO/PALLADIUM/BRUSHED SILVER 5E025/STAINLESS STEEL EDGE WRAPPED
EXISTING STAINLESS STEEL ENCLOSURE WALLS
TARKET/ID LATITUDE, STRIA MARBLE, NIMBUS 5102
INPRO ASCEND/ Flat, 3/8”(9.5mm) x 4”(102mm) WITH STRAIGHT ENDS, #4 STAINLESS STEEL
INPRO/ASCEND ELEVATOR/LED DOWNLIGHTS WITH #8 STAINLESS PANELS, GRAIN FROM FRONT OF CAB TO REAR
CRASHRAILS- INPRO ASCEND/ Flat, 3/8”(9.5mm) x 8”(203.2mm) WITH STRAIGHT ENDS, #4 STAINLESS STEEL, BASE- JOHNSONITE #40 BLACK/4" H
CEILING- WHITE LAMINATE CEILING PANELS
BASE- INPRO ASCEND/STAINLESS STEEL #4
1. PROPOSED PHASING FOR THIS PROJECT SHALL BE 1 ELEVATOR CAB AT A
TIME. GC SHALL PERFORM ALL CAB REWORK AT THE BASEMENT LEVEL
INSIDE THE SHAFT FOR ALL CABS IN THE PROJECT.
Engineers Architects
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
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U p g r E le v -O
H b n e e d h a m
H L
.r v t
A-001
ARCHITECTURAL SYMBOLS,
ABBREVIATIONS AND NOTES
1 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
ABBREVIATIONS
GENERAL NOTES
DEMOLITION NOTES
GENERAL SYMBOL LEGEND
ARCHITECTURAL SYMBOL LEGEND
Scale: No Scale
PASSENGER ELEVATOR
(TYPE A) CAB INTERIOR
DESIGN
1 #8 STAINLESS STEEL PANEL CEILING, WITH
LED DOWNLIGHTS.
2 HIW-1 HIGH IMPACT WALLCOVERING WITH
STAINLESS STEEL TRIM - UPPER PANEL.
3 #4 STAINLESS STEEL - UPPER PANEL.
4 PANEL TRIM - SATIN STAINLESS STEEL.
5 3" STAINLESS STEEL FLAT HANDRAIL AT 42"
HIGH TO THE CENTER OF THE RAIL.
6 3" STAINLESS STEEL FLAT HANDRAIL AT 30"
HIGH TO THE CENTER OF THE RAIL.
7 HIW-2 HIGH IMPACT WALLCOVERING WITH
STAINLESS STELL TRIM - LOWER PANEL
8 8" STAINLESS STEEL CRASHRAIL AT 12" HIGH
TO THE CENTER OF THE RAIL.
9 4" STAINLESS STEEL HIGH BASE
10 NEW LVT FLOORING
ELEVATOR SCHEDULE
ROOM FINISH SCHEDULE
BLDG # ELEVATOR # FLOOR BASE
WALLS CEILING
REMARKSEAST NORTH SOUTH WEST FINISH
1 PASSENGER 1-4 LVT-1 RUBBER
BASE
HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 SS-1
1 SERVICE 5-6 LVT-1 RUBBER
BASE
SS-1 SS-1 SS-1 SS-1 LAMINATE REFINISH EXISTING STAINLESS
STEEL CABS
1 PASSENGER 9 LVT-1 RUBBER
BASE
HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 SS-1
1 PASSENGER 15-16 LVT-1 RUBBER
BASE
HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 SS-1
15 PASSENGER 7 LVT-1 RUBBER
BASE
HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 HIW-1/HIW-2 SS-1
1, 15
PHASING NOTES
DN
ELEVATORS P-1, P-2, P-3, P-4
ELEVATORS P-15, P-16
ELEVATOR P-9
ELEVATORS S-5, S-6
A-101
A-102
A-104
A-103
ELEVATORS INCLUDED IN
SCOPE OF WORK
LEGEND
ELEVATOR P-9
LOCATION OF
PANEL CBD.
ELEC.
A032E
CANTEEN
STORAGE
A030
EMS OFFICE
A031A
CHIEF EMS
OFFICE
A031B
EMS SUPER
OFFICE
A031C
HOTEL SPACE
A031D
OFFICE
A031F
OFFICE
A040
STORAGE
A041 STOR.
A042
ELEV. MECH.
ROOM
A043
STAIR 5
S*B*5
FAN ROOM
A028
ELEC.
A032
OFFICE
A047E
OFFICE
A047F
CODING
DEPARTMENT
A045
TLT.
A044
BREAK ROOM
A032A
STORAGE
A032
CHIEF EMS
OFFICE
A031
SOIL
A032G
CLOTHING RM
A033B
CONTROLLED
SUBSTANCE
PROGRAM
MANAGER
A031E
HATCHED AREA INDICATES ROUTE FOR NEW POWER CABLEING FOR
NEW PACS/CARD READER FOR ELEVATOR P-9. THIS SHALL REQUIRE
CABLE WORK TO BE COMPLETED AT NIGHT, OR ON THE WEEKEND,
TO MINIMIZE DISRUPTION TO HOSPITAL PATIENTS, STAFF, AND
VISTORS. SOME CEILING TILES, AND POSSIBLE MINOR CEILING GRID
(REMOVE AND REINSTALL,) WILL BE AFFECTED IN THE PATHWAY
INDICATED WHICH WILL REQUIRE TEMPORARY LEVEL II (PLASTIC
BARRIERS IN CORRIDORS) ICRA MEASURES.
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
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U p g r E le v -O
H b n e e d h a m
H L
.r v t
A-100
OVERALL BUILDING 1 GROUND FLOOR
PLAN
2 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 3/64" = 1'-0"
OVERALL BUILDING 1 GROUND FLOOR PLAN
N O
R T
H0 4 8 16
Scale: 3/64" = 1'-0"
PARTIAL BUILDING 1 BASEMENT FLOOR PLAN
N O
R T
H0 4 8 16
A-1015
A-101 2
SIM
HORIZONTAL
CONTROL PANEL
VERTICAL CONTROL
PANEL
7'-1"
COORDINATE
EMERGENCY EXIT
HATCH WITH CAB
CEILING
PROVIDE (8) LED
ILLUMINATED
CAR LIGHT
FIXTURES ABOVE
THE CEILING.
MAINTAIN A
MINIMUM LIGHT
LEVEL OF 50-
FOOT CANDLES
AT (36") ABOVE
THE FINISHED
FLOOR.
PROVIDE S.S.
HANGING CEILING
FRAME. CONSTRUCT
FRAME OF .125" X
1.50" X 1.50" "T" AND
"L" SECTIONS.
TOP OF CAB
PROVIDE NEW MAIN
CAR OPERATING PANEL
IN THE CAR ENCLOSURE
ON THE FRONT RETURN
PANEL. CONTRACTOR
TO VERIFY LOCATION
PER CAB INTERIOR. SEE
ELEVATOR
SPECIFICATIONS
REFINISH STAINLESS
STEEL SURFACES ON
THE FRONT OF THE
CAB AND DOOR.
FLOOR INDICATOR TO REMAIN,
CLEAN AND REFURBISH
1" EQ 1" EQ 1"
STAINLESS STEEL CEILING
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH
NEW HANDRAILS @ CENTERLINES
OF 42" AND 30" ABOVE THE CAR
FLOOR. MATCH EXIST. SPACING
OF HANDRAIL FROM CAB WALL.
CONCEAL ALL HANDRAIL
FASTENINGS HANDRAILS SHALL
BE REMOVABLE FROM THE INSIDE
OF THE CAR ENCLOSURE.
LOCATE HANDRAILS 1-1/2" FROM
CAB WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT
THE ENTRANCE TURNED BACK TO
THE WALL.
PROVIDE AN AUXILIARY CAR
OPERATING PANEL IN
THE SIDE WALL OF THE
ELEVATOR IN ITS CURRENT
LOCATION IMMEDIATELY
ADJACENT TO THE FRONT
ENTRANCE STRIKE JAMB
COLUMN.
PROVIDE CAR ENCLOSURE WITH
NEW HIGH IMPACT
WALLCOVERING, HIW-1 PANELS
AND STAINLESS STEEL TRIM
1" EQ 1" EQ 1" EQ 1" EQ
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
NEW HIGH IMPACT
WALLCOVERING, HIW-2 PANELS
AND STAINLESS STEEL TRIM.
PROVIDE NEW STAINLESS STEEL
HOOKS AND ELEVATOR PADS TO
PASSENGER ELEVATOR CAB ON 3
SIDES
REMOVE AND REINSTALL
CAB SPEAKERS.
REPLACE SIGNAGE
NEW STAINLESS STEEL BASE
HALL LANTERN TO REMAIN
HOISTWAY DOORS TO BE
REFINISHED - SEE ELEVATOR
SPECIFICATIONS.
REFINISH EXISTING
STAINLESS STEEL
ENTRANCE FRAME,
BOTH JAMBS.
REFINISH EXISTING
STAINLESS STEEL ENTRANCE
FRAME, TOP HEADER, AS
REQUIRED.
CLEAN & REFURBISH BRONZE
DECORATIVE SYMBOLS ON
GROUND FLOOR ONLY. ALL
P-1 THRU P-4 HOISTWAY
DOORS
INSTALL HOISTING DOOR
ESCUTCHEON TUBES
STAINLESS STEEL
CEILING
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH NEW
HANDRAILS @ CENTERLINES OF 42"
AND 30" ABOVE THE CAR FLOOR.
MATCH EXIST. SPACING OF HANDRAIL
FROM CAB WALL. CONCEAL ALL
HANDRAIL FASTENINGS HANDRAILS
SHALL BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
LOCATE HANDRAILS 1-1/2" FROM CAB
WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
PROVIDE CAR ENCLOSURE WITH
NEW HIGH IMPACT WALLCOVERING,
HIW-1 PANELS AND STAINLESS STEEL
TRIM
1" EQ 1" EQ 1"
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH RAILS
WITH THE ENDS AT THE ENTRANCE
TURNED BACK TO THE WALL.
NEW HIGH IMPACT WALLCOVERING,
HIW-2 PANELS AND STAINLESS STEEL
TRIM
PROVIDE NEW STAINLESS STEEL
HOOKS AND ELEVATOR PADS TO
PASSENGER ELEVATOR CAB ON 3
SIDES
REPLACE
SIGNAGE
REINSTALL
FLOOR
INDICATOR
REPLACE
SIGNAGE
NEW STAINLESS STEEL BASE
Engineers Architects
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
SHEET NOTES:
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
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U s e rs
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\D o c u m e n ts \A
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U p g r E le v -O
H b n e e d h a m
H L
.r v t
A-101
BUILDING 1 TYPICAL PASSENGER (P-1
THRU P-4) ELEVATOR CAB PLANS AND
INTERIOR ELEVATIONS
3 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB FLOOR PLAN
(P-1 THRU P-4)
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB REFLECTED CEILING PLAN
(P-1 THRU P-4)
N O
R T
H0 1 2 4
N O
R T
H0 1 2 4
Scale: 3/4" = 1'-0"
BUILDING 1
CAB FRONT INTERIOR ELEVATION
(P-1 THRU P-4)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB SIDE INTERIOR ELEVATION (2 SIDES)
(P-1 THRU P-4)
Scale: 3/4" = 1'-0"
BUILDING 1
TYPICAL EXTERIOR DOOR ELEVATION
(P-1 THRU P-4)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB REAR INTERIOR ELEVATION
(P-1 THRU P-4)
0 1 2
BLDG 1 EXIST. ELEVATOR CAB PHOTO P-10 1 2 0 1 2 0 1 2
N
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
BLDG
BLDG 1
1 REMOVE EXISTING FLOORING, WALL PANELS,
BASE, HANDRAILS, OPERATING PANEL AND
SIGNAGE.
A. ALL ELECTRICAL WORK REQUIRED BY THIS
MODIFICATION IS THE RESPONSIBILITY OF
THE ELEVATOR CONTRACTOR. IF ANY WORK
REQUIRES A LICENSED ELECTRICIAN, THIS
SHALL BE INCLUDED IN THE RESPONSIBILITY
OF THE ELEVATOR COMPANY TO RETAIN AND
PROVIDE SUCH AN INDIVIDUAL IF
NECESSARY. NO WORK IS PROJECTED TO BE
REQUIRED UPSTREAM OF THE MAIN LINE
ELEVATOR POWER OR UPSTREAM OF THE
ELEVATOR CAB LIGHTS DISCONNECT.
B. PHOTO INDICATES ONE ELEVATOR CAB FOR
DEMOLITION AND NEW WORK, BUT OVERALL
PROJECT INCLUDES ALL CARS IN THIS BANK
OF ELEVATORS.
C. SEE ELEVATOR SCHEDULE ON SHEET A-001
FOR MORE INFORMATION.
A-1022 4
SIM
7'-3"
VERTICAL CONTROL PANEL
HORIZONTAL CONTROL PANEL
NEW S.S. LIGHT COVE
NEW LED COVE
LIGHTING
NEW WHITE LAMINATE
CEILING PANELS
COORDINATE EMERGENCY EXIT
HATCH WITH CAB CEILING
TOP OF CAB
CLEAN AND REFINISH
STAINLESS STEEL DOOR
AND WALLS AND
CONTROLS.
FLOOR INDICATOR TO
REMAIN, CLEAN AND
REFURBISH
EXISTING CAR OPERATING
PANEL TO REMAIN, CLEAN
AND REFINISH.
MATCH EXISTING HEIGHT OF
CEILING WITH NEW
REPLACE CAR STATION EMERGENCY
PHONE SIGNAGE
1" EQ 1" EQ 1"
TOP OF CAB
PROVIDE AN AUXILIARY
CAR OPERATING PANEL
IN THE SIDE WALL OF
THE ELEVATOR IN ITS
CURRENT LOCATION
IMMEDIATELY ADJACENT
TO THE FRONT
ENTRANCE STRIKE JAMB
COLUMN.
PROVIDE NEW 8" TALL
CRASH RAIL @8" ABOVE
CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL
SHALL BE REMOVABLE
FROM THE INSIDE OF THE
CAR ENCLOSURE. PROVIDE
FLAT STOCK CRASH RAILS
WITH THE ENDS AT THE
ENTRANCE TURNED BACK
TO THE WALL.
PROVIDE NEW STAINLESS
STEEL HOOKS AND
ELEVATOR PADS TO
SERVICE ELEVATOR CAB ON
3 SIDES
NEW STAINLESS
STEEL LIGHT COVE
NEW LAMINATE CEILING
PANELS
NEW RUBBER BASE, RB-1
REMOVE AND
REINSTALL SPEAKER
REMOVE AND
REINSTALL SIGNAGE
CLEAN AND REFINISH
S.S. WALLS
CLEAN AND REFINISH
STAINLESS STEEL
WALLS
1" EQ 1" EQ 1"
TOP OF CAB
1" EQ 1" EQ 1"
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
NEW LAMINATE CEILING
PANELS
NEW STAINLESS STEEL
LIGHT COVE
NEW LED COVE LIGHT
CLEAN AND REFINISH
STAINLESS STEEL
WALLS
NEW RUBBER BASE,
RB-1
FLOOR INDICATOR TO REMAIN,
CLEAN AND REFURBISH
PROVIDE NEW STAINLESS STEEL
HOOKS AND ELEVATOR PADS TO
SERVICE ELEVATOR CAB ON 3
SIDES
Engineers Architects
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
SHEET NOTES:
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
/2
/2
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P
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U s e rs
\b n e e d h a m
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U p g r E le v -O
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H L
.r v t
A-102
BUILDING 1 TYPICAL SERVICE (S-5 /
S-6) ELEVATOR CAB PLANS AND
INTERIOR ELEVATIONS
4 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB FLOOR PLAN
(S-5 & S-6)
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB REFLECTED CEILING PLAN
(S-5 & S-6)
N O
R T
H0 1 2 4
N O
R T
H0 1 2 4
Scale: 3/4" = 1'-0"
BUILDING 1
CAB FRONT INTERIOR ELEVATION
(S-5 & S-6)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB SIDE INTERIOR ELEVATION (2 SIDES)
(S-5 & S-6)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB REAR INTERIOR ELEVATION
(S-5 & S-6) BLDG 1 EXIST. ELEVATOR CAB PHOTO S-50 1 2
0 1 2
0 1 2
N
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
BLDG
BLDG 1
1 REMOVE FLOORING AND BASE AND SIGNAGE
A. ALL ELECTRICAL WORK REQUIRED BY
THIS MODIFICATION IS THE
RESPONSIBILITY OF THE ELEVATOR
CONTRACTOR. IF ANY WORK REQUIRES
A LICENSED ELECTRICIAN, THIS SHALL
BE INCLUDED IN THE RESPONSIBILITY OF
THE ELEVATOR COMPANY TO RETAIN
AND PROVIDE SUCH AN INDIVIDUAL IF
NECESSARY. NO WORK IS PROJECTED
TO BE REQUIRED UPSTREAM OF THE
MAIN LINE ELEVATOR POWER OR
UPSTREAM OF THE ELEVATOR CAB
LIGHTS DISCONNECT.
B. PHOTO INDICATES ONE ELEVATOR CAB
FOR DEMOLITION AND NEW WORK, BUT
OVERALL PROJECT INCLUDES ALL CARS
IN THIS BANK OF ELEVATORS.
C. SEE ELEVATOR SCHEDULE ON SHEET
A-001 FOR MORE INFORMATION.
A-103
" A-1035A-103 5
9'-0"
VERTICAL
CONTROL PANEL
VERTICAL
CONTROL PANEL
COORDINATE
EMERGENCY EXIT
HATCH WITH CAB
CEILING
PROVIDE (6) LED
ILLUMINATED CAR
LIGHT FIXTURES
ABOVE THE CEILING.
MAINTAIN A MINIMUM
LIGHT LEVEL OF 50-
FOOT CANDLES AT
(36") ABOVE THE
FINISHED FLOOR.
PROVIDE S.S.
HANGING CEILING
FRAME. CONSTRUCT
FRAME OF .125" X
1.50" X 1.50" "T" AND
"L" SECTIONS.
TOP OF CAB
PROVIDE NEW MAIN CAR
OPERATING PANEL IN
THE CAR ENCLOSURE ON
THE FRONT RETURN
PANEL. CONTRACTOR TO
VERIFY LOCATION PER
CAB INTERIOR. SEE
ELEVATOR
SPECIFICATIONS
CLEAN AND REINISH
STAINLESS STEEL DOOR,
WALL SURFACE AND
DOOR CONTROLS
REPLACE KEYPAD WITH
NEW CARD READER (PACS)
DEVICE
SIGNAGE TO REMAIN
HOLDER TO REMAIN
FLOOR INDICATOR TO
BE REPLACED
NEW STAINLESS STEEL
CEILING; MATCH EXISTING
HEIGHT OF CEILING
TOP OF CAB
PROVIDE CAR ENCLOSURE
WITH NEW HANDRAILS @
CENTERLINEs OF 42" and 32"
ABOVE THE CAR FLOOR.
MATCH EXIST. SPACING OF
HANDRAIL FROM CAB WALL.
CONCEAL ALL HANDRAIL
FASTENINGS HANDRAILS SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR
ENCLOSURE. LOCATE
HANDRAILS 1-1/2" FROM CAB
WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT
THE ENTRANCE TURNED BACK
TO THE WALL.
PROVIDE CAR ENCLOSURE
WITH NEW HIGH IMPACT
WALLCOVERING, HIW-1
PANELS AND STAINLESS
STEEL TRIM
1" EQ 1" EQ 1" EQ
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
NEW HIGH IMPACT
WALLCOVERING, HIW-2
PANELS AND STAINLESS
STEEL TRIM
PROVIDE NEW STAINLESS STEEL
HOOKS AND ELEVATOR PADS TO
PASSENGER ELEVATOR CAB ON 2
SIDES
1" EQ 1" EQ 1" EQ 1" EQ 1"
NEW STAINLESS STEEL BASE
REPLACE HALL DIRECTIONAL AND
POSITION INDICATORS.
REPLACE HALL
CONTROLS
STATION
FLOOR INDICATOR TO BE
REPLACED
SIGNAGE TO BE REMOVED
AND REINSTALLED
PROVIDE NEW MAIN CAR
OPERATING PANEL IN THE
CAR ENCLOSURE ON THE
FRONT RETURN PANEL.
CONTRACTOR TO VERIFY
LOCATION PER CAB
INTERIOR. SEE ELEVATOR
SPECIFICATIONS
CLEAN AND REINISH
STAINLESS STEEL DOOR,
WALL SURFACE AND DOOR
CONTROLS
TOP OF CAB
Engineers Architects
# KEY NOTES:
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
SHEET NOTES:
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
/2
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P
M C
U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
-V
A C in c in n a ti -E le v a to r
U p g r E le v -O
H b n e e d h a m
H L
.r v t
A-103
BUILDING 1 TYPICAL PASSENGER (P-9)
ELEVATOR CAB PLANS AND INTERIOR
ELEVATIONS
5 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB REFLECTED CEILING PLAN
(P-9)
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB REFLECTED CEILING PLAN
(P-9)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB FRONT INTERIOR ELEVATION
(P-9)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB INTERIOR SIDE ELEVATION (2 SIDES)
(P-9)
Scale: 3/4" = 1'-0"
BUILDING 1
TYPICAL EXTERIOR DOOR ELEVATION
(P-9)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB REAR INTERIOR ELEVATION
(P-9) BLDG 1 EXIST. ELEVATOR CAB PHOTO P-9
N O
R T
H0 4 8 16
N O
R T
H0 4 8 160 1 2
0 1 20 1 2 0 1 2
N
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
BLDG
BLDG 1
1 REMOVE EXISTING FLOORING, HANDRAIL,
WALL PANELS, CEILING AND LIGHTS
1 REPLACE OMEGA RAIL CAR SLIDE SHOE
INSERT
2 PROVIDE CARD READER DEVICE AND
SOFTWARE FOR RESTRICTED FLOOR
ACCESS. SEE ELECTRICAL AND
TECHNOLOGY DRAWINGS FOR MORE
INFORMATION
A. ALL ELECTRICAL WORK REQUIRED BY THIS
MODIFICATION IS THE RESPONSIBILITY OF
THE ELEVATOR CONTRACTOR. IF ANY
WORK REQUIRES A LICENSED
ELECTRICIAN, THIS SHALL BE INCLUDED IN
THE RESPONSIBILITY OF THE ELEVATOR
COMPANY TO RETAIN AND PROVIDE SUCH
AN INDIVIDUAL IF NECESSARY. NO WORK IS
PROJECTED TO BE REQUIRED UPSTREAM
OF THE MAIN LINE ELEVATOR POWER OR
UPSTREAM OF THE ELEVATOR CAB LIGHTS
DISCONNECT.
B. SEE ELEVATOR SCHEDULE ON SHEET A-001
FOR MORE INFORMATION.
C. SEE TECHNOLOGY DRAWINGS FOR FLOOR
ACCESS CONTROL CARD READER
INFORMATION.
COORDINATE
EMERGENCY EXIT
HATCH WITH CAB
CEILING
PROVIDE (8) LED
ILLUMINATED CAR
LIGHT FIXTURES
ABOVE THE CEILING.
MAINTAIN A MINIMUM
LIGHT LEVEL OF 50-
FOOT CANDLES AT
(36") ABOVE THE
FINISHED FLOOR.
PROVIDE S.S.
HANGING CEILING
FRAME. CONSTRUCT
FRAME OF .125" X
1.50" X 1.50" "T" AND
"L" SECTIONS.
A-104 66
6'-0"
HORIZONTAL CONTROL
PANEL
VERTICAL CONTROL PANEL
TOP OF CABCLEAN AND REFINISH
STAINLESS STEEL DOOR,
WALL SURFACE AND DOOR
CONTROLS
1" EQ 1" EQ 1"
NEW STAINLESS STEEL
CEILING
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH
NEW HANDRAILS @ CENTERLINES
OF 42" AND 30" ABOVE THE CAR
FLOOR. MATCH EXIST. SPACING
OF HANDRAIL FROM CAB WALL.
CONCEAL ALL HANDRAIL
FASTENINGS HANDRAILS SHALL
BE REMOVABLE FROM THE INSIDE
OF THE CAR ENCLOSURE.
LOCATE HANDRAILS 1-1/2" FROM
CAB WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT
THE ENTRANCE TURNED BACK TO
THE WALL.
PANEL TO BE
REMOVED AND
REINSTALLED
PROVIDE CAR ENCLOSURE
WITH NEW HIGH IMPACT
WALLCOVERING, HIW-1
PANELS AND STAINLESS
STEEL TRIM
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
NEW HIGH IMPACT
WALLCOVERING, HIW-2
PANELS AND STAINLESS
STEEL TRIM
PROVIDE NEW STAINLESS
STEEL HOOKS AND ELEVATOR
PADS TO PASSENGER
ELEVATOR CAB ON 3 SIDES
SIGNAGE TO BE
REMOVED AND
REINSTALLED
NEW STAINLESS STEEL BASE
CLEAN AND
REFINISH STAINLESS
STEEL WALL
SURFACES
1" EQ 1" EQ 1" EQ 1" EQ 1"
NEW STAINLESS STEEL CEILING
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH NEW
HANDRAILS @ CENTERLINES OF 42"
AND 30" ABOVE THE CAR FLOOR.
MATCH EXIST. SPACING OF HANDRAIL
FROM CAB WALL. CONCEAL ALL
HANDRAIL FASTENINGS HANDRAILS
SHALL BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
LOCATE HANDRAILS 1-1/2" FROM CAB
WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO THE
WALL.
PROVIDE CAR ENCLOSURE WITH NEW
HIGH IMPACT WALLCOVERING, HIW-1
PANELS AND STAINLESS STEEL TRIM
1" EQ 1" EQ 1"
PROVIDE NEW 8" TALL CRASH RAIL
@8" ABOVE CAR FLOOR. CONCEAL ALL
CRASH RAIL FASTENINGS. CRASH RAIL
SHALL BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH RAILS
WITH THE ENDS AT THE ENTRANCE
TURNED BACK TO THE WALL.
NEW HIGH IMPACT WALLCOVERING,
HIW-2 PANELS AND STAINLESS STEEL
TRIM
SIGNAGE TO BE
REMOVED AND
TURNED OVER TO VA
REMOVE AND
REINSTALL SIGNAGE
FLOOR INDICATOR TO
REMAIN CLEAN AND
REFURBISH
NEW STAINLESS STEEL BASE
CLEAN AND REFINISH
STAINLESS STEEL WALL
SURFACES
PROVIDE NEW STAINLESS STEEL
HOOKS AND ELEVATOR PADS TO
PASSENGER ELEVATOR CAB ON 3
SIDES
Engineers Architects
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
SHEET NOTES:
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
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P
M C
U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
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A C in c in n a ti -E le v a to r
U p g r E le v -O
H b n e e d h a m
H L
.r v t
A-104
BUILDING 1 TYPICAL PASSENGER (P-15
/ P-16) ELEVATOR CAB PLANS AND
INTERIOR ELEVATIONS
6 8BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB REFLECTED CEILING PLAN
(P-15 & P-16)
Scale: 1/2" = 1'-0"
BUILDING 1
ELEVATOR CAB FLOOR PLAN
(P-15 & P-16)
N O
R T
H0 1 2 4
N O
R T
H0 1 2 4
Scale: 3/4" = 1'-0"
BUILDING 1
CAB FRONT INTERIOR ELEVATION
(P-15 & P-16)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB SIDE INTERIOR ELEVATION (2 SIDES)
(P-15 & P-16)
Scale: 3/4" = 1'-0"
BUILDING 1
CAB REAR INTERIOR ELEVATION
(P-15 & P-16) BLDG 1 EXIST. ELEVATOR CAB PHOTO P-150 1 2
0 1 2
0 1 2
N
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
BLDG
BLDG 1
SIM
BLDG 1 EXIST ELEVATOR CAB PHOTO P-16
1 REMOVE EXISTING FLOORING, HANDRAIL,
WALL PANELS, CEILING AND LIGHTS
A. ALL ELECTRICAL WORK REQUIRED BY
THIS MODIFICATION IS THE
RESPONSIBILITY OF THE ELEVATOR
CONTRACTOR. IF ANY WORK REQUIRES
A LICENSED ELECTRICIAN, THIS SHALL BE
INCLUDED IN THE RESPONSIBILITY OF
THE ELEVATOR COMPANY TO RETAIN
AND PROVIDE SUCH AN INDIVIDUAL IF
NECESSARY. NO WORK IS PROJECTED
TO BE REQUIRED UPSTREAM OF THE
MAIN LINE ELEVATOR POWER OR
UPSTREAM OF THE ELEVATOR CAB
LIGHTS DISCONNECT.
B. PHOTO INDICATES ONE ELEVATOR CAB
FOR DEMOLITION AND NEW WORK, BUT
OVERALL PROJECT INCLUDES ALL CARS
IN THIS BANK OF ELEVATORS.
C. SEE ELEVATOR SCHEDULE ON SHEET
A-001 FOR MORE INFORMATION.
CONTRACTOR SHALL REFER TO THE LIMITED LEAD
PAINT TESTING RESULTS, AT THE END OF
SPECIFICATION SECTION 028313.33, FOR
POTENTIAL LEAD PAINT ABATEMENT WORK. IF
CONTRACTOR DISCOVERS ANY FURTHER LEAD
PAINT AREAS WHEN WORKING ON ELEVATOR CAB
INTERIORS OR CAB FRAMES, THE CONTRACTOR
SHALL NOTIFY THE VA COR IMMEDIATELY FOR
FURTHER INSTRUCTION.
UP
Mech. Room
B15
Stor.
B01A
Transformer Vault
B02 Stor.
B05A
A/c Shop Off.
B05
Glass Wash & Still
B04
Lobby
C*B*08
Elev. Equip.
Room
B03
Stair #1
S*B*1
Research Stor.
B04A
Air Comp
B06
Corridor
B08A
ELEVATOR P-7
A-106
ELEVATORS INCLUDED IN
SCOPE OF WORK
LEGEND
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
/2
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U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
-V A
C in c in n a ti -E le v a to r U p g r E le v -O
H -B
L G b n e e d h a m
H L
.r v t
A-105
OVERALL BUILDING 15 GROUND FLOOR
PLAN
BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/8" = 1'-0"
OVERALL BUILDING 15 GROUND FLOOR PLAN
N O
R T
H0 4 8 16
7 8
A-106
A-106
SIM
VERTICAL CONTROL
PANEL
HORIZONTAL CONTROL
PANEL
6'-0"
COORDINATE
EMERGENCY EXIT
HATCH WITH CAB
CEILING
PROVIDE (6) LED
ILLUMINATED CAR
LIGHT FIXTURES
ABOVE THE CEILING.
MAINTAIN A MINIMUM
LIGHT LEVEL OF 50-
FOOT CANDLES AT
(36") ABOVE THE
FINISHED FLOOR.
PROVIDE S.S.
HANGING CEILING
FRAME. CONSTRUCT
FRAME OF .125" X
1.50" X 1.50" "T" AND
"L" SECTIONS. 7
INSTALL HOISTWAY
ESCUTCHEON TUBES.
CLEAN AND
REFINISH
STAINLESS STEEL
WALL SURFACES
PROVIDE CAR
ENCLOSURE WITH
NEW HIGH IMPACT
WALLCOVERING,
HIW-1 PANELS AND
STAINLESS STEEL
TRIM
PROVIDE NEW
STAINLESS STEEL
HOOKS AND
ELEVATOR PADS TO
PASSENGER
ELEVATOR CAB ON 3
SIDES
NEW STAINLESS STEEL
CEILING ; MATCH EXISTING
CEILING HEIGHT
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH
NEW HANDRAILS @ CENTERLINES
OF 42" AND 30" ABOVE THE CAR
FLOOR. MATCH EXIST. SPACING
OF HANDRAIL FROM CAB WALL.
CONCEAL ALL HANDRAIL
FASTENINGS HANDRAILS SHALL
BE REMOVABLE FROM THE INSIDE
OF THE CAR ENCLOSURE. LOCATE
HANDRAILS 1-1/2" FROM CAB
WALL. PROVIDE FLAT STOCK
HANDRAILS WITH THE ENDS AT
THE ENTRANCE TURNED BACK TO
THE WALL.
NEW HIGH IMPACT
WALLCOVERING, HIW-2
PANELS AND STAINLESS
STEEL TRIM
PROVIDE NEW 8" TALL CRASH
RAIL @ 8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO
THE WALL.
NEW STAINLESS STEEL
BASE
1" EQ 1" EQ 1" EQ 1"
NEW STAINLESS STEEL
CEILING; MATCH EXISTING
CEILING HEIGHT
TOP OF CAB
PROVIDE CAR ENCLOSURE WITH
NEW HANDRAILS @ CENTERLINES
OF 42" AND 30" ABOVE THE CAR
FLOOR. MATCH EXIST. SPACING OF
HANDRAIL FROM CAB WALL.
CONCEAL ALL HANDRAIL
FASTENINGS HANDRAILS SHALL BE
REMOVABLE FROM THE INSIDE OF
THE CAR ENCLOSURE. LOCATE
HANDRAILS 1-1/2" FROM CAB WALL.
PROVIDE FLAT STOCK HANDRAILS
WITH THE ENDS AT THE ENTRANCE
TURNED BACK TO THE WALL.
PANEL TO BE REMOVED
AND REINSTALLED
PROVIDE CAR ENCLOSURE
WITH NEW HIGH IMPACT
WALLCOVERING, HIW-1
PANELS AND STAINLESS
STEEL TRIM
1" EQ 1" EQ 1"
PROVIDE NEW 8" TALL CRASH
RAIL @ 8" ABOVE CAR FLOOR.
CONCEAL ALL CRASH RAIL
FASTENINGS. CRASH RAIL SHALL
BE REMOVABLE FROM THE
INSIDE OF THE CAR ENCLOSURE.
PROVIDE FLAT STOCK CRASH
RAILS WITH THE ENDS AT THE
ENTRANCE TURNED BACK TO
THE WALL. 8
NEW HIGH IMPACT
WALLCOVERING, HIW-2
PANELS AND STAINLESS
STEEL TRIM
PROVIDE NEW STAINLESS
STEEL HOOKS AND
ELEVATOR PADS TO
PASSENGER ELEVATOR CAB
ON 3 SIDES
SIGNAGE TO BE REMOVED
AND RE INSTALLED
NEW STAINLESS STEEL
BASE
CLEAN AND REINISH STAINLESS
STEEL DOOR, WALL SURFACE
AND DOOR CONTROLS
TOP OF CAB
REPLACE
EMERGENCY
PHONE
CLEAN AND REFINISH
STAINLESS STEEL
SURFACES ON THE
FRONT OF THE CAB,
DOORS AND
CONTROLS.
1" EQ 1" EQ 1" EQ 1"
BLDG 15 EXIST. ELEVATOR CAB PHOTO P-7
Engineers Architects
# KEY NOTES:
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
SHEET NOTES:
WALL RATING LEGEND
1 HR - FIRE SEPARATION
2 HR - FIRE SEPARATION
SMOKE RESISTIVE HAZARDOUS AREA
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
S S S S
Headquarters:
Michael Blades & Associates, Ltd.
5409 Rapidan Ct, Lothian, MD 20711 www.elevatormba.com 410-798-8504© 2020 Michael Blades & Associates, Ltd.
/2
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P
M C
U s e rs
\b n e e d h a m
\D o c u m e n ts \A
-1
-V A
C in c in n a ti -E le v a to r U p g r E le v -O
H -B
L G b n e e d h a m
H L
.r v t
A-106
BUILDING 15 PASSENGER ELEVATOR
P-7 ENLARGED FLOOR PLAN AND
INTERIOR ELEVATIONS
BN
UPGRADE ELEVATORS
CINCINNATI VA MEDICAL CENTER
3200 VINE STREET
CINCINNATI, OH, 45220 MARCH 17, 2023
BID DOCUMENTS
539-23-20322-119
JAB
Scale: 1/2" = 1'-0"
BUILDING 15
ELEVATOR CAB FLOOR PLAN
(P-7)
Scale: 1/2" = 1'-0"
BUILDING 15
ELEVATOR CAB REFLECTED CEILING PLAN
(P-7)
N O
R T
H0 4 8 16
8 8
Scale: 3/4" = 1'-0"
BUILDING 15
TYPICAL DOOR ELEVATION
(P-7)
N O
R T
H0 4 8 160 1 2
Scale: 3/4" = 1'-0"
BUILDING 15
CAB REAR INTERIOR ELEVATION
(P-7)
Scale: 3/4" = 1'-0"
BUILDING 15
CAB SIDE INTERIOR ELEVATION (2 SIDES)
(P-7)
Scale: 3/4" = 1'-0"
BUILDING 15
CAB FRONT INTERIOR ELEVATION
(P-7) 0 1 20 1 20 1 2
N
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
BLDG
BLDG 1
1 REMOVE EXISTING FLOORING, HANDRAIL, WALL
PANELS, CELING AND LIGHTS
A. ALL ELECTRICAL WORK REQUIRED BY THIS
MODIFICATION IS THE RESPONSIBILITY OF
THE ELEVATOR CONTRACTOR. IF ANY
WORK REQUIRES A LICENSED
ELECTRICIAN, THIS SHALL BE INCLUDED IN
THE RESPONSIBILITY OF THE ELEVATOR
COMPANY TO RETAIN AND PROVIDE SUCH
AN INDIVIDUAL IF NECESSARY. NO WORK IS
PROJECTED TO BE REQUIRED UPSTREAM
OF THE MAIN LINE ELEVATOR POWER OR
UPSTREAM OF THE ELEVATOR CAB LIGHTS
DISCONNECT.
B. SEE ELEVATOR SCHEDULE ON SHEET
A-001 FOR MORE INFORMATION.
L L
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSW SELECTOR SWITCH
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
SWBD SWITCHBOARD
SYM SYMMETRICAL
SYS SYSTEM
TC TIMECLOCK
TEL TELEPHONE
TEL/DATA TELEPHONE/DATA
TERM TERMINAL
TP TWISTED PAIR
TPS TWISTED PAIR SHIELDED
TR TAMPER RESISTANT
T-STAT THERMOSTAT
TTB TELEPHONE TERMINAL BOARD
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TYP TYPICAL
UC UNDER COUNTER
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UL UNDERWRITER'S LABORATORY
UT UNDERGROUND TELEPHONE
UTP UNSHIELDED TWISTED PAIR
UTIL UTILITY
UV UNIT VENTILATOR OR
ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W WATT
W/ WITH
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
ANGLE
@ AT
DELTA
' FEET
" INCHES
# NUMBER
Φ PHASE
C CENTER LINE
P PLATE
MTR MOTOR, MOTORIZED
MTS MANUAL TRANSFER SWITCH
NA NOT APPLICABLE
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NFDS NON-FUSED SAFETY DISCONNECT
SWITCH
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NO NORMALLY OPEN
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OL OVERLOAD
PA PUBLIC ADDRESS
PB PULL BOX OR PUSHBUTTON
PBPU PREFABRICATED BEDSIDE PATIENT
UNIT
PCB POLYCHLORINATED BIPHENYL
PC PHOTOELECTRIC CELL
PED PEDESTAL
PEND PENDANT
PF POWER FACTOR
PH PHASE
PIV POST INDICATING VALVE
PNL PANEL
POE POWER-OVER-ETHERNET
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE (CONDUIT)
PWR POWER
QTY QUANTITY
R RELOCATE/RELOCATED
RCP REFLECTED CEILING PLAN
RCPT RECEPTACLE
REQD REQUIRED
RGS RIGID GALVANIZED STEEL
RM ROOM
RMS ROOT MEAN SQUARE
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SF SQUARE FEET/FOOT
SHT SHEET
SI INTERNATIONAL SYSTEM OF UNITS
SIM SIMILAR
S/N SOLID NEUTRAL
SPEC SPECIFICATION
1P 1 POLE (2P, 3P, 4P, ETC.)
1PH 1 PHASE
2/C TWO-CONDUCTOR (3/C, 4/C, ETC.)
2W TWO-WIRE (3W, 4W, ETC.)
3PH 3 PHASE
A AMPERE
AAP ALARM ANNUNCIATOR PANEL
AC ABOVE COUNTER
AIR CONDITIONER
ALTERNATING CURRENT
ACC ACCESSIBLE
ACLG ABOVE CEILING
ADO AUTOMATIC DOOR OPENER
A/E ARCHITECT/ENGINEER
AF AMP FRAME
AFC AVAILABLE FAULT CURRENT (KILOAMPS)
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFI ARC FAULT CIRCUIT INTERRUPTER
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CAPACITY
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
APPROX APPROXIMATELY
ARCH ARCHITECT, ARCHITECTURAL
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BAS BUILDING AUTOMATION SYSTEM
BATT BATTERY
BC BARE COPPER
BD BOARD
BFF BELOW FINISHED FLOOR
BLDG BUILDING
BMS BUILDING MANAGEMENT SYSTEM
BYP BYPASS
C CONDUIT
CAB CABINET
CALC CALCULATED
CAP CAPACITY
CAT CATALOG, CATEGORY
CATV COMMUNITY ANTENNA TELEVISION
CB CIRCUIT BREAKER
CCR CONTROL CONTACTOR
CCT CORRELATED COLOR TEMPERATURE
CCTV CLOSED CIRCUIT TELEVISION
cd CANDELA
CD CONSTRUCTION…
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File details come from the government source that posted it. Updated .