Drawings A1 - 506-20-103.pdf
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- Solicitation number
- 36C25023B0057
About this file
This document provides details of a pre-solicitation notice for an upcoming invitation for bids to upgrade a primary care building at a Veterans Administration medical center. The project involves internal demolition of an existing primary care area and full reconstruction of a new primary care area. The solicitation is expected to be issued on May 27, 2023 for a firm fixed price construction contract between $5 million and $10 million to be awarded within 550 days of bid opening. The acquisition is set aside solely for qualified service-disabled veteran owned small businesses. Only pre-registered offers from verified SDVOSBs will be considered. Interested parties should monitor the specified government contracting website for solicitation details and amendments. All questions must be submitted in writing to the named contracting specialist by email.
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FULLER ROAD
LOCATION MAP
DEDUCTIVE ALTERNATES
DEDUCTIVE ALTERNATE #1: REMOVE ALL ARCHITECTURAL DEMOLITION AND
NEW WORK ASSOCIATED WITH THE FOLLOWING
ROOMS: BREAKROOM/LOUNGE D132,
CORRIDOR D134, TOILET D163, PRIVATE WORK
ROOM D162, PASSAGE C1-21, OVERFLOW STAFF
WORK ROOM D159, TOILET D158
DEDUCTIVE ALTERNATE #2: REMOVE ALL ARCHITECTURAL DEMOLITION AND
NEW WORK ASSOCIATED WITH DEDUCTIVE
ALTERNATE #1 AND THE PNEUMATIC TUBE STATION
WITH ASSOCIATED PIPING IN MED ROOM D121,
MED ROOM D151. NOTE THE PNEUMATIC TUBE
STATION AND ASSOCIATED PIPING IS TO REMAIN
WITHIN PT D111A.
DEDUCTIVE ALTERNATE #3: REMOVE ALL ARCHITECTURAL DEMOLITION AND
NEW WORK ASSOCIATED WITH DEDUCTIVE
ALTERNATE #1, DEDUCTIVE ALTERNATE #2, AND
CENTRAL RECEPTION D101, TEAM 2 WORK ROOM
D150, EXAM/CONSULT 25 D139, EXAM/CONSULT
D141, EXAM/CONSULT D143, EXAM/CONSULT
D145, EXAM/CONSULT D149, MED ROOM D151,
EXAM/CONSULT 20 D153, EXAM/CONSULT 10
D155, AND REMOVE THE HALF WALL G4 FROM
WAITING AREA D100
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
COVER SHEET UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JB MH
100% BID DOCUMENTS
GI000
FULLY SPRINKLERED
PROJECT TEAM
ARCHITECTURE/MEP/LOW VOLTAGE/FIRE PROTECTION:
OWNER:
PH: 269.927.0144
ALLIANCE | 7GAE JV
KALAMAZOO, MI 49007
600 E. MICHIGAN AVE - SUITE B
OFFICE OF CONSTRUCTION AND
FACILITIES MANAGEMENT
DEPARTMENT OF VETERANS AFFAIRS
MEDICAL CENTER
ANN ARBOR, MI 48105
2215 FULLER ROAD
PROJECT NO. 506-20-103 VA ANN ARBOR UPGRADE PRIMARY CARE
VA ANN ARBOR HEALTHCARE SYSTEM
DEPT. of VETERANS AFFAIRS MEDICAL
CENTER - ANN ARBOR, MICHIGAN
100% BID DOCUMENTS
PH: 202.617.8485
ALEXANDRIA, VA 22314
2850 EISENHOWER AVE - SUITE 310
DIRECTOR
ASSOCIATE DIRECTOR
PROJECT #506-20-103 SIGNATURE DATE
CHIEF OF STAFF
CHIEF, FMS
CHIEF, ENGINEERING SECTION
CHIEF, ENVIRONMENTAL MANAGEMENT SECTION
INFECTION CONTROL OFFICER
PATIENT SAFETY MANAGER
GEMS COORDINATOR
CHIEF, POLICE SERVICE
CHIEF, FIRE SERVICE
UNION SAFETY REPRESENTATIVE
CONTRACTING OFFICER
COR
SAFETY SPECIALIST
ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES
FIRST FLOOR
PROJECT
LOCATION
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
SHEET INDEX UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
APRIL 6, 2023 MH MH
100% BID DOCUMENTS
GI001
FULLY SPRINKLERED
DRAWING SHEET INDEX
DESCRIPTIONSHEET ISSUE DATE
M001 MECH GENERAL INFORMATION & SYMBOLS APRIL 6, 2023
MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN APRIL 6, 2023
MD101A ENLARGED MECHANICAL DEMOLITION PLAN- AREA A APRIL 6, 2023
MD101B ENLARGED MECHANICAL DEMOLITION PLAN- AREA B APRIL 6, 2023
MD101C ENLARGED MECHANICAL DEMOLITION PLAN- AREA C APRIL 6, 2023
MD102 FIRST FLOOR INTERSTITIAL SPACE MECH DEMO PLAN APRIL 6, 2023
MD102A ENLARGED MECHANICAL DEMOLITION PLAN- AREA A APRIL 6, 2023
MD102B ENLARGED MECHANICAL DEMOLITION PLAN- AREA B APRIL 6, 2023
MD102C ENLARGED MECHANICAL DEMOLITION PLAN- AREA C APRIL 6, 2023
MD202 FIRST FL INTERSTITIAL SPACE MECH PIPING DEMO PLAN APRIL 6, 2023
MD202A ENLARGED MECH PIPING DEMOLITION PLAN- AREA A APRIL 6, 2023
MD202B ENLARGED MECH PIPING DEMOLITION PLAN- AREA B APRIL 6, 2023
MD202C ENLARGED MECH PIPING DEMOLITION PLAN- AREA C APRIL 6, 2023
MH101 FIRST FLOOR MECHANICAL PLAN APRIL 6, 2023
MH101A ENLARGED MECHANICAL PLAN- AREA A APRIL 6, 2023
MH101B ENLARGED MECHANICAL PLAN- AREA B APRIL 6, 2023
MH101C ENLARGED MECHANICAL PLAN- AREA C APRIL 6, 2023
MH102 FIRST FLOOR INTERSTITIAL SPACE MECHANICAL PLAN APRIL 6, 2023
MH102A ENLARGED MECHANICAL PLAN- AREA A APRIL 6, 2023
MH102B ENLARGED MECHANICAL PLAN- AREA B APRIL 6, 2023
MH102C ENLARGED MECHANICAL PLAN- AREA C APRIL 6, 2023
MP202 FIRST FLOOR INTERSTITIAL SPACE MECH PIPING PLAN APRIL 6, 2023
M500 MECHANICAL DETAILS APRIL 6, 2023
M501 MECHANICAL DETAILS APRIL 6, 2023
M502 MECHANICAL DETAILS APRIL 6, 2023
M520 DUCTWORK RISER DIAGRAMS APRIL 6, 2023
M521 HYDRONIC RISER DIAGRAMS APRIL 6, 2023
M600 MECHANICAL SCHEDULES AND BUILDING AUTOMATION APRIL 6, 2023
E001 ELECTRICAL GENERAL INFO. & SYMBOLS LEGEND APRIL 6, 2023
ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN APRIL 6, 2023
ED101A ENLARGED ELECTRICAL DEMOLITION PLAN - AREA A APRIL 6, 2023
ED101B ENLARGED ELECTRICAL DEMOLITION PLAN - AREA B APRIL 6, 2023
ED101C ENLARGED ELECTRICAL DEMOLITION PLAN - AREA C APRIL 6, 2023
E101 FIRST FLOOR LIGHTING PLAN APRIL 6, 2023
E101A ENLARGED LIGHTING PLAN - AREA A APRIL 6, 2023
E101B ENLARGED LIGHTING PLAN - AREA B APRIL 6, 2023
E101C ENLARGED LIGHTING PLAN - AREA C APRIL 6, 2023
E201 FIRST FLOOR POWER PLAN APRIL 6, 2023
E201A ENLARGED POWER PLAN - AREA A APRIL 6, 2023
E201B ENLARGED POWER PLAN - AREA B APRIL 6, 2023
E201C ENLARGED POWER PLAN - AREA C APRIL 6, 2023
E500 ELECTRICAL DETAILS APRIL 6, 2023
E600 ELECTRICAL SCHEDULES APRIL 6, 2023
E601 ELECTRICAL SCHEDULES APRIL 6, 2023
E602 ELECTRICAL SCHEDULES APRIL 6, 2023
TYD-101 FIRST FLOOR DEMOLITION PLAN - LOW VOLTAGE APRIL 6, 2023
TY-101A FIRST FLOOR LOW VOLTAGE PLAN - AREA A APRIL 6, 2023
TY-101B FIRST FLOOR LOW VOLTAGE PLAN - AREA B APRIL 6, 2023
TY-101C FIRST FLOOR LOW VOLTAGE PLAN - AREA C APRIL 6, 2023
TY-400 TR D178A DETAILS APRIL 6, 2023
TY-501 TYPICAL DATA WIRING DETAIL APRIL 6, 2023
TY-502 TELECOM TYPICAL DETAILS APRIL 6, 2023
TY-503 NURSE CALL DETAILS APRIL 6, 2023
TY-504 NURSE CALL DETAILS APRIL 6, 2023
TY-505 ACCESS CONTROL DETAILS APRIL 6, 2023
PT-000 COVER APRIL 6, 2023
PT-001 PLAM SYMBOLS & NOTES APRIL 6, 2023
PT-100 MECHANICAL RISER DIAGRAM APRIL 6, 2023
PT-201 LEVEL 1 REFERENCE PLAN APRIL 6, 2023
PT-201.1 LEVEL 1 ENLARGED PLAN APRIL 6, 2023
PT-202 LEVEL 02 REFERENCE PLAN APRIL 6, 2023
PT-202.1 LEVEL 02 ENLARGED PLAN APRIL 6, 2023
PT-204 LEVEL 04 REFERENCE PLAN APRIL 6, 2023
PT-204.1 LEVEL 04 ENLARGED PLAN APRIL 6, 2023
PT-300 TUBING & SUPPORT DETAILS APRIL 6, 2023
PT-301 STATION DETAILS APRIL 6, 2023
PT-302 TRANSFER UNIT DETAILS APRIL 6, 2023
PT-303 BLOWER DETAILS APRIL 6, 2023
GI000 COVER SHEET APRIL 6, 2023
GI001 SHEET INDEX APRIL 6, 2023
GI002 GENERAL INFORMATION & SYMBOL LEGEND APRIL 6, 2023
GI003 TYPICAL INTERIOR PARTITION TYPES APRIL 6, 2023
GI100 LIFE SAFETY CODE ANALYSIS APRIL 6, 2023
GI101 FIRST FLOOR PLAN LIFE SAFETY CODE APRIL 6, 2023
GC101 GENERAL CONSTRUCTION PLAN APRIL 6, 2023
AD101 FIRST FLOOR DEMOLITION PLAN APRIL 6, 2023
AD110 DEMOLITION SECTION DETAILS APRIL 6, 2023
AD121 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN APRIL 6, 2023
AE100 FIRST FLOOR COMPOSITE PLAN APRIL 6, 2023
AE100A FLOOR SLAB INFILL PLAN APRIL 6, 2023
AE101 FIRST FLOOR PLAN APRIL 6, 2023
AE101A ENLARGED FLOOR PLAN - AREA A APRIL 6, 2023
AE101B ENLARGED FLOOR PLAN - AREA B APRIL 6, 2023
AE101C ENLARGED FLOOR PLAN - AREA C APRIL 6, 2023
AC121 FIRST FLOOR REFLECTED CEILING PLAN APRIL 6, 2023
AC121A ENLARGED REFLECTED CEILING PLAN - AREA A APRIL 6, 2023
AC121B ENLARGED REFLECTED CEILING PLAN - AREA B APRIL 6, 2023
AC121C ENLARGED REFLECTED CEILING PLAN - AREA C APRIL 6, 2023
AC122 REFLECTED CEILING PLAN DETAILS APRIL 6, 2023
AC123 REFLECTED CEILING PLAN DETAILS APRIL 6, 2023
AI400 EQUIPMENT SCHEDULE APRIL 6, 2023
AI401A ENLARGED EQUIPMENT PLAN - AREA A APRIL 6, 2023
AI401B ENLARGED EQUIPMENT PLAN - AREA B APRIL 6, 2023
AI401C ENLARGED EQUIPMENT PLAN - AREA C APRIL 6, 2023
AI420 INTERIOR ELEVATIONS APRIL 6, 2023
AI421 INTERIOR ELEVATIONS APRIL 6, 2023
AI422 INTERIOR ELEVATIONS APRIL 6, 2023
AI423 INTERIOR ELEVATIONS APRIL 6, 2023
AI510 INTERIOR FINISH DETAILS APRIL 6, 2023
AI520 CASEWORK DETAILS APRIL 6, 2023
AI530 INTERIOR DETAILS APRIL 6, 2023
AI600 DOOR & FRAME SCHEDULE, WINDOW TYPES, & DETAILS APRIL 6, 2023
AW001 INTERIOR SIGNAGE TYPES APRIL 6, 2023
AW002 INTERIOR SIGNAGE TYPES APRIL 6, 2023
AW101 FIRST FLOOR SIGNAGE PLAN APRIL 6, 2023
ID100 INTERIOR FINISH KEY AND SCHEDULE APRIL 6, 2023
ID101A ENLARGED FINISH PLAN - AREA A APRIL 6, 2023
ID101B ENLARGED FINISH PLAN - AREA B APRIL 6, 2023
ID101C ENLARGED FINISH PLAN - AREA C APRIL 6, 2023
FA001 FIRE ALARM GENERAL APRIL 6, 2023
FA101 FIRE ALARM DEMO APRIL 6, 2023
FA201 FIRE ALARM PLAN APRIL 6, 2023
FX001 FIRE SPRINKLER GENERAL APRIL 6, 2023
FX101 FIRE SPRINKLER DEMO APRIL 6, 2023
FX201 FIRE SPRINKLER PLAN APRIL 6, 2023
P001 PLUMBING GENERAL INFORMATION & SYMBOL APRIL 6, 2023
PD100 BASEMENT PLUMBING DEMOLITION PLAN APRIL 6, 2023
PD100A ENLARGED PLUMBING DEMOLITION PLAN- AREA A APRIL 6, 2023
PD100B ENLARGED PLUMBING DEMOLITION PLAN- AREA B APRIL 6, 2023
PD100C ENLARGED PLUMBING DEMOLITION PLAN- AREA C APRIL 6, 2023
PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN APRIL 6, 2023
PD101A ENLARGED PLUMBING DEMOLITION PLAN- AREA A APRIL 6, 2023
PD101B ENLARGED PLUMBING DEMOLITION PLAN- AREA B APRIL 6, 2023
PD101C ENLARGED PLUMBING DEMOLITION PLAN- AREA C APRIL 6, 2023
PL120 BASEMENT SANITARY AND VENT PLAN APRIL 6, 2023
PL120A ENLARGED SANITARY AND VENT PLAN- AREA A APRIL 6, 2023
PL120B ENLARGED SANITARY AND VENT PLAN- AREA B APRIL 6, 2023
PL120C ENLARGED SANITARY AND VENT PLAN- AREA C APRIL 6, 2023
PL121 FIRST FLOOR SANITARY AND VENT PLAN APRIL 6, 2023
PL121A ENLARGED SANITARY AND VENT PLAN- AREA A APRIL 6, 2023
PL121B ENLARGED SANITARY AND VENT PLAN- AREA B APRIL 6, 2023
PL121C ENLARGED SANITARY AND VENT PLAN- AREA C APRIL 6, 2023
PP101 FIRST FLOOR DOMESTIC WATER PLAN APRIL 6, 2023
PP101A ENLARGED DOMESTIC WATER PLAN- AREA A APRIL 6, 2023
PP101B ENLARGED DOMESTIC WATER PLAN- AREA B APRIL 6, 2023
PP101C ENLARGED DOMESTIC WATER PLAN- AREA C APRIL 6, 2023
PP201 FIRST FLOOR MEDICAL GAS PLAN APRIL 6, 2023
PP201A ENLARGED MEDICAL GAS PLAN- AREA A APRIL 6, 2023
PP201B ENLARGED MEDICAL GAS PLAN- AREA B APRIL 6, 2023
P523 MEDICAL GAS RISER DIAGRAMS APRIL 6, 2023
PL200 WASTE & VENT RISER DIAGRAM APRIL 6, 2023
PP300 DOMESTIC WATER RISER DIAGRAM APRIL 6, 2023
PP400 PLUMBING DETAILS APRIL 6, 2023
PP500 PLUMBING SCHEDULES APRIL 6, 2023
DESCRIPTIONSHEET ISSUE DATE
A300
A320
A420
A500
ARCHITECTURAL SYMBOLS & PLAN INDICATORS
ABBREVIATIONSBARRIER-FREE DESIGN INFORMATION
ROOMNAME
XXX
A
A
A
A
8'-0"
TOP OF STEEL
ELEV. 10'-0"
A200
TITLE
SCALE X" = 1'-0"
TYP. BARRIER FREE TOILET ROOM FIXTURES
SCALE: NONE
TYP. BARRIER FREE TOILET ROOM FIXTURES
SCALE: NONE
OBSTRUCTED APPROACH
UNOBSTRUCTED APPROACH
DRINKING FOUNTAIN REQUIREMENTS
SCALE: NONE
TYP. CODE REGULATED MOUNTING HEIGHTS
SCALE: NONE
TYP. EQUIPMENT MOUNTING HEIGHTS
SCALE: NONE
ELEVATION INDICATION
SHEET NO.
ELEVATION NUMBER
SECTION INDICATOR
ENLARGED PLAN OR
ELEVATION
PROPOSED SPOT
EXISTING SPOT
ELEVATION
100.57'
100.57'
STRUCTURAL SPAN
ROOF TRUSSES
FLOOR JOIST OR
RAMP
@ 16" O.C.
2 x 12
1" per 12"
SLOPE UP
REVISION TAG W/
REVISION NUMBER
KEYNOTE TAG
WINDOW TAG W/
WINDOW TYPE
INDICATOR
WALL SECTION CUT
COLUMN LINE
WALL TYPES
ELEVATION
BUILDING SECTION CUT
SHEET LOCATION
DETAIL NUMBER
TYPICAL
DIMENSIONING
SET-BACK LINE
PROPERTY LINE
EXISTING
CONTOUR
TOPOGRAPHY
CONTOUR
100'
100'
TOPOGRAPHY
PROPOSED
SECTIONS & DETAILS
TYPICAL TITLE FOR
DOOR NUMBER
DOOR TAG W/
ROOM NUMBER
ROOM NAME/
NORTH ARROW
60" DIAMETER CLEAR
WHEELCHAIR TURNING
SPACE - REFER TO PLAN
- REFER TO PLAN
AND GROUND SPACE
30" x 48" CLEAR FLOOR
CEILING HEIGHT TAG
MIRRORGRAB
BARS
TOILET PAPER
GRAB BARS
5'-0" DIA. CLEAR
FLOOR SPACE
60" WIDE BY 59" DEEP
CLEAR FLOOR AREA AT
WATER CLOSET
2'-6" x 4'-0"
CLEAR FLOOR
AREA AT SINK
GENERAL NOTES:
ACCESSIBLE CONTROLS, OPERATING
MECHANISMS & HARDWARE SHALL COMPLY
WITH SECTIONS 1109.13 OF THE IBC AND
SECTION 309 OF ICC/ANSI A117.1.
ACCESSIBLE SIGNAGE FURNISHED BY OWNER,
SHALL COMPLY WITH SECTIONS 1110 OF THE
IBC AND SECTION 703 OF ICC/ANSI A117.1.
PORTABLE FIRE EXTINGUISHERS TO BE
PROVIDED IN ACCORDANCE WITH THE 2015
ICC INTERNATIONAL FIRE CODE. IBC (906.1).
REFER TO FLOOR PLAN SHEETS FOR
LOCATIONS OF FIRE EXTINGUISHER CABINETS
(FEC)
* DIMENSION IS TO BOTTOM
OF REFLECTIVE SURFACE
RECEPTACLE
LIGHT
SWITCH
HVAC
CONTROLS
FIRE
ALARM
FEC
LESS THAN 40#
FEC
GREATER THAN 40#
TEL
PP
RH/CH
GBX
SH1
CL
OT
SPH
CRK SND
PT
SD
HS
XR COM4 MR
CRBG
WP
TP SNR
4'-4"
NOTE: ITEMS SHOWN ON THIS SHEET ARE NOT
NECESSARILY INCLUDED IN THIS
PROJECT.
TV
MOUNTING HEIGHT GENERAL NOTES:
1. REFER TO SHEETS AI400 - FOR EQUIPMENT
ABBREVIATIONS AND LOCATIONS.
2. REFER TO INTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION.
3. ITEMS ON THIS SHEET ARE NOT NECESSARILY
INCLUDED IN THIS PROJECT.
4. CONTRACTOR TO VERIFY ALL EQUIPMENT
FINAL LACATION W/ COR AND ARCHITECT
PRIOR TO INSTALL.
5. REFER TO MECHANICAL/ELECTRICAL
DRAWINGS FOR DEVICE MOUNTING
HEIGHTS.
XXXNORTH
M A
X
IF
B
A R
R
IE
R F
R E E
M
IN
U .N
.O
U N
LE
S S S
H O
W N
O
TH
E R
W
IS
E
" 5
M A
X
6" 3' - 0"
1' - 6" 3' - 6"
MIN
1' - 3"
5' - 0"
M
IN
6" 3' - 0"
M A
X
3' - 6" 1' - 0"
M
IN
M A
X
M
IN
M
IN
M A
X
M A
X
M A
X
16" - 18"
3' - 6"
M A
X
7" - 9"
/2
M
IN
M A
X
M
IN
M
IN
39" - 41"
SIDE FRONT
M A
X
M A
X
20" - 25"
M A
X
FRONT
M A
X
20" MAX
SIDE
SIDE FRONT
M
IN
M A
X
M
IN
M A
X
@ AT
A/C AIR CONDITIONIN/AIR CONDITIONER
ACOUS ACOUSTICAL
AD AREA DRAIN, AUTOMATIC DAMPER
ADJ ADJUST, ADJUSTABLE
ALUM ALUMINUM
A.P. ACCESS PANEL
ACT ACOUSTICAL CEILING
B BASE
BAR BARRIER
BD BOARD
B.F. BARRIER FREE
BG BUMPER GUARD
BKT BRACKET
BLDG BUILDING
BLKG BLOCKING
BOTT BOTTOM
C TO C CENTER TO CENTER
CAB CABINET
C.C.T. CUBICAL CURTAIN TRACK
C.E. COLUMN ENCLOSURE
C.G. CORNER GUARD
CIR CIRCLE
CIR CIRCUIT
CL CLOCK
C.L. CENTER LINE, CLEARANCES
CLG CEILING
C.J. CONTROL JOINT
CLKG CAULKING
CLO CLOSET
C.M.T. CERAMIC MOSAIC TILE
C.M.U. CONCRETE MASONRY UNIT
C.O. CLEANOUT
COL COLUMN
COM4
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CR CARD READER
CRK COAT RACK
C.S.S. CLINICAL SERVICE SINK
C.T. CERAMIC TILE
CTR CENTER
C.U.H. CABINET UNIT HEATER
DEMO DEMOLITION, DEMOLISH
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DIA, D DIAMETER
DIM DIMENSION
DN DOWN
DR DRAIN
DS DOWNSPOUT
ELECT ELECTRICAL
ELEV ELEVATION
ENTR ENTRANCE
EQ EQUAL
E.P. ELECTRICAL PANEL
EXH EXHAUST
EXP EXPOSED
EXSIST EXISTING, EXSIST'G
EXT EXTERIOR
E.W. EACH WAY
F.A. FIRE ALARM
F.D. FIRE DAMPER OR FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
FIN FINISH
FL, FLR FLOOR FINISH
FLG, FLRG FLOORING, FLOOR'G
FRT FIRE RETARDANT TREATED
FURN FURNITURE, FURNACE
F.W.C. FABRIC WALL COVERING
FT FEET, FOOT
GALV GALVANIZE(D)
G.B. GRAB BARS
GBX GLOVE BOX, TRIPPLE
GL GLASS
G.S.B. GYPSUM SHEATHING BOARD
G.WB GYPSUM WALLBOARD
GYP. BD GYPSUM BOARD
HS HAND SANITIZER DISPENSER, WATERLESS
1.D. INSIDE DIAMETER
INSUL INSULATION
IN INCH(ES)
JAN JANITOR'S CLOSET
H.M. HOLLOW METAL
HORIZ HORIZONTAL
HR HANDRAIL
HT HEIGHT
HW HEADWALL
HS HAND SANITIZER
LAM LAMINATED
LF LINEAL FEET
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MANUF MANUFACTURED, MANUFACTURER
MIN MINIMUM
MLD'G MOLDING
M.S. MOP SINK
MTL METAL
MR MOP RACK
N NORTH
NAT NATURAL
N.I.C. NOT IN CONTRACT
NORM NORMAL
N.T.S. NOT TO SCALE
O.C. ON CENTER
OPN'G OPENING
O, O2 OXYGEN
P PAINT
PLAST. PLASTIC
PNT PAINT
PREFAB PREFABRICATED
PT PAPER TOWEL DISPENSER
PLYWD PLYWOOD, PLYW'D
PP
R RADIUS
R.A. RETURN AIR
REQ'D REQUIRED
RM ROOM
RH/CH
S SINK, SOUTH, SHINGLE
S.A. SUPPLY AIR
SAN SANITARY
SD SOAP DISPENSER
S.D. SMOKE DAMPER
SECT SECTION
SH1 SHARPS DISPOSAL CONTAINER, WALL MOUNT
SHWR SHOWER
SIM SIMILAR
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SPEC SPECIFICATION
SPH SPHYGMOMANOMETER, WALL MOUNT
SQ SQUARE
S.S. SERVICE SINK, STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD
STOR STORAGE
SUSP SUSPEND(ED)
SYM SYMBOL, SYMMETRICAL
T TEMPERED GLASS
TOIL TOILET
TEL TELEPHONE
TP TOILET PAPER DISPENSER
TYP TYPICAL
TV TELEVISION
UNFIN UNFINISHED
U.N.O. UNLESS NOTED OTHERWISE
UTIL UTILITY
VAC VACUUM
V.A.V. VARIABLE AIR VOLUME
V.C.T. VINYL COMPOSITION TILE
V.D. VOLUME DAMPER
VERT VERTICAL
V.I.F. VERIFY IN FIELD
V.T. VINYL TILE
V.W.C. VINYL WALL COVERING
W/ WITH
W.C. WATER CLOSET
WD WOOD
WNDW WINDOW
W. HTR WATER HEATER
W/O WITHOUT
WP WALL PROTECTION
XR X-RAY VIEW BOX
M
A X
2"
TYP. SIGNAGE MOUNTING HEIGHTS & LOCATIONS
SCALE: NONE
IN
A X
RH/CH
"1' - 6"
HIGH LOW WATER
COOLER W/ BOTTLE
FILLER
FRONT
SIDE
/2
6" MIN11" MIN
9 1/4"
/2
1' - 7"
A D
A R
E Q
U
IR
E M
E N
T
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
GENERAL INFORMATION &
SYMBOL LEGEND
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JRB EMP
100% BID DOCUMENTS
GI002
FULLY SPRINKLERED
(1) LAYER OF SOUND RATED 5/8"
GYP. BD. (BOTH SIDES) ON METAL
STUDS @ 16" O.C. (MAX.); WRAP
GYP. BD. AROUND ENDS/
CORNERS WHERE EXPOSED
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
STEEL STUD DEFLECTION
TRACK ANCHORED TO
DECK/ STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
FILL ENTIRE CAVITY WITH
SOUND BATT INSULATION
6" 7-1/4"
BATTS
STC 52 MIN
A6
3-5/8" 4-7/8"
A4 -
BATTS
STC 52 MIN
NOTES
BATTS
STC 52 MIN3-5/8" 4-7/8"A4L -
6" 7-1/4"A6L -
BATTS
STC 52 MIN
A
A
(LEAD) A, B
(LEAD) A, B
NOTE: PROVIDE LEAD LINE
GYP BOARD WHERE NOTED
TO A HEIGHT OF 7'-0" AFF
8" 7-1/4"A8
BATTS
STC 52 MIN A
(1) LAYERS OF 5/8" SOUND RATED
TYPE "X" GYP. BD. (BOTH SIDES) ON
METAL STUDS FRAMING @ 16" O.C.
(MAX.) U419
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
STEEL STUD DEFLECTION
TRACK ANCHORED TO
DECK/ STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
3-5/8" 4 7/8" 1 HOURB4
FIRE-RATED SEALANT BOTH SIDES
FIRE-RATED SEALANT BOTH SIDES
COPE AROUND ALL
PENETRATIONS AND SEAL
WITH APPROVED
FIRESTOPPING MATERIAL
BATTS
STC 52 MIN
NOTES
A, C
FILL ENTIRE CAVITY WITH SOUND
BATT INSULATION
/2
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
STEEL STUD DEFLECTION
TRACK ANCHORED TO
DECK/ STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
3-5/8" 5-3/8" -
BATTS
STC 52 MIN
E4
BACKER ROD AND SEALANT
BOTH SIDES
BACKER ROD AND
ACOUSTICAL SEALANT
BOTH SIDES
FILL ENTIRE CAVITY WITH
SOUND BATT INSULATION
(1) LAYER OF 1/2" WOOD VENEER
PANEL SYSTEM ON (1) LAYERS OF
SOUND RATED 5/8" GYP BOARD
(1) LAYERS OF SOUND RATED 5/8"
GYP BOARD
NOTES
A
(1) LAYER OF SOUND RATED 5/8"
GYP. BD. ON METAL STUDS @ 16"
O.C. (MAX.); WRAP GYP. BD.
AROUND ENDS/ CORNERS WHERE
EXPOSED
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
OR STRUCTURE
STEEL STUD DEFLECTION
TRACK ANCHORED TO DECK
OR STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
2 1/2" 2 -1/8" -
BATTS
STC 52 MIN.
C2
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
FILL ENTIRE CAVITY WITH
SOUND BATT INSULATION
3-5/8" 4-1/4" -
BATTS
STC 52 MIN.
C4
NOTES
3-5/8" 4-1/4" -
BATTS
STC 52 MIN.
C4L
A
A, B
UNDERSIDE OF
EXISTING DECK
1 HR RATED TEMPORARY
PARTITION. HI-IMPACT 5/8"
GYP. BOARD ON 3 5/8"
METAL STUDS. FINISH
OCCUPIED SIDE TO LEVEL 4
FINISH, PRIMER AND TWO
COATS OF FINISH PAINT
NOTE:
PLASTER TAPE ALL GYP. BD.
JOINTS; SECURE ALL TAPE WITH
RAM-TACK HIGH TACK SPRAY OR
EQUAL; CONTRACTOR TO
PROVIDE LEVEL 4 PAINTED FINISH
WALL ON OCCUPIED SIDE; REFER
TO PHASING PLANS FOR
ADDITIONAL INFORMATION
OCCUPIED SIDERENOVATION SIDE
DEEP SLOTTED METAL
DEFLECTION TRACK
FASTENED TO DECK @
2'-0" O.C.
COMPRESSIBLE
INSULATION
SEAL PERIMETER
COMPRESSIBLE
INSULATION
SEAL PERIMETER
MECHANICALLY
FASTEN BOTTOM
TRACK TO FLOOR
FILL ENTIRE CAVITY WITH
SOUND BATT INSULATION
WALL BRACING
WHEN REQUIRED
NOTE: ACCEPTABLE ALTERNATE FOR TEMPORARY WALLS
CAN BE SIMILAR OR EQUAL TO STARCSYSTEM FIREBLOCK
WALL PANELS WITH INTEGRAL RATED DOOR.
CONTRACTOR TO REPAIR OR
REPLACE ANY DAMAGED
FLOORING, WALL SURFACES AS A
RESULT OF THE TEMPORARY WALL
3 1/8"
1/2" MAX DW JOINT
2 LAYERS FIRE
RATED GYP BD
USG #93 CONTROL
JOINT (BOTH SIDES)
DOUBLE JAMB
STUDS (AT DOORS)
FIRE RATED GYP BD
1/2" MAX DW JOINT
2 LAYERS GYP BD USG #93 CONTROL
JOINT (BOTH SIDES)
(1) LAYERS OF 1/2" CEMENT BOARD
(BOTH SIDES) METAL STUDS @ 16"
O.C. (MAX.)
FINISH
FLOOR LINE
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
6" - -G4 -
NOTES
MATTE PORCELAIN TILE
6" METAL STUDS X 16 GA @ 16" O.C.
SOLID SURFACE
MATERIAL
WOOD BLOCKING
/2
HANDRAIL
(TYP.)
10" +/-
MORTAR SCRATCH COAT
MORTAR SETTING BED
(2) LAYERS WATER RESISTIVE
BARRIER (DASHED LINE)
EQ 7" EQ
6 X 8 DIMENSIONAL LUMBER
SIMPSON L 50 CLIP OR SIMILAR W/ #8 SCREWS
SIMPSON RCKW5.5 KNEE WALL CONNECTOR OR SIMILAR,
EVERY OTHER STUD (32" MAX O.C.)
W/ (6) #12 SCREWS (3B PATTERN)
W/ (2) 1/2" SIMPSON TITEN HD
ANCHORS OR SIMILAR AND 4" EMBED
3/8 X 3" X 0' - 3"
W/ (4) 1/4" X 4" LONG
SIMPSON SDS SCREWS OR SIMILAR
METAL COVE TRANSITION STRIP; MTS-2
REFER TO FIN. SCH.
METAL COVE TRANSITION STRIP; MTS-2
REFER TO FIN. SCH.
PLAN WALL END
SIMPSON RCKW5.5 KNEE WALL CONNECTOR,
EVERY OTHER STUD (32" MAX O.C.)
W/ (6) #12 SCREWS (3B PATTERN)
W/ (2) 1/2" SIMPSON TITEN HD
ANCHORS AND 4" EMBED
(1) LAYERS OF 1/2" CEMENT BOARD
METAL STUDS @ 16" O.C. (MAX.)
MATTE PORCELAIN TILE
MORTAR SCRATCH COAT
MORTAR SETTING BED
6" METAL STUDS X
16 GA @ 16" O.C.
STEEL STUD CHANNEL RUNNER
METAL SCHLUTER;
REFER TO FIN. SCH.
BUMPER GUARD
(TYP.)
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
STEEL STUD DEFLECTION
TRACK ANCHORED TO
DECK/ STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
3-5/8" 4 3/4" - -D4
BACKER ROD AND
SEALANT @ D4 & D5
(1) LAYER OF 1/2" WOOD VENEER
PANEL SYSTEM (DWP-1) ON (1)
LAYERS OF 1/2" PLYWOOD @ D4 & D5
(1) LAYER OF 1/2" WOOD VENEER
PANEL SYSTEM (DWP-1) ON (1)
LAYERS OF 1/2" PLYWOOD @ D5
3-5/8" 5 7/8" - -D5
BACKER ROD AND
SEALANT @ D5
REFERENCE FINISH
SCHEDULE FOR BASE
MATERIAL
3-5/8" 4 3/4" - -D3
NOTES
(1) LAYER OF 1/2" WOOD VENEER
PANEL SYSTEM (DWP-2) ON (1)
LAYERS OF 1/2" PLYWOOD @ D3
1" SOUND RATED TYPE "X" GYP. BD.
ON 4" C-H METAL STUDS @ 16" O.C.
(MAX.)
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
STEEL C-H STUD DEFLECTION
TRACK ANCHORED TO
DECK/ STRUCTURE ABOVE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL C-H METAL STUD RUNNER
FASTENED TO FLOOR
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
FIRE-RATED SEALANT BOTH
SIDES
FIRE-RATED SEALANT
FILL ENTIRE CAVITY WITH
SOUND BATT INSULATION
BATTS
STC 52 MIN2 1/2" 3 1/8"J4 1 HOUR
NOTES
A, D
5/8" SOUND RATED TYPE "X" GYP.
BD. ON 4" C-H METAL STUDS @ 16"
O.C. (MAX.)
3 1/8"
COPE AROUND ALL
PENETRATIONS AND SEAL
WITH APPROVED
FIRESTOPPING MATERIAL
GENERAL NOTES
1. INTERSECTION BETWEEN ALL RATED WALL SYSTM AND DECK
SYSTEM TO BE SEALED WITH APPROVED UL FIRE SPRAY
MATERIAL.
2. REFER TO CODE COMPLIANCE FOR RATED WALL LOCTIONS.
3. PROVIDE METAL BLOCKING WITHIN WALL CAVITY AS
REQUIRED FOR WALL MOUNTED EQUIPMENT.
4. 5/8'' MOISTURE RESISTANT GYPSUM WALL BOARD TO BE USED
AT ALL TOILET ROOM WALLS.
5. ALL GYPSUM BOARD ADJACENT TO PLUMBING FIXTURES TO
RECIEVE WATER-RESISTANT FACE AND CORE GYPSUM WALL
BOARD.
6. ALL COUNTERTOPS AT OUTSIDE CORNERS TO BE 2'' RADIUS.
7. WHERE FIRE RATED SEPARATIONS ARE SHOWN IN CODE
PLANS PROVIDE STENCILING EVERY 20'-0'' HORIZONTALLY
WITHIN THE CEILING PLENUM SPACE WITH THE FOLLOWING
TEXT:
FIRE BARRIER - PROTECT ALL OPENINGS AND PENETRATIONS.
PROVIDE RADIATON SIGNAGE PER RADIATION PROTECTION
SPECIFICATION AT ALL WALLS CONTAINING LEAD.
WALL TYPE NOTES
A. PROVIDE ACOUSTICAL PUTTY PADS AT ALL JUNCTION
BOXES AND OPENINGS IN WALL CAVITY
B. LEAD LINING TO BE 1/16" IN THICKNESS AND INSTALLED
CONTINUOUS FROM FLOOR TO 7'-0" ABOVE FINISH FLOOR.
SHEET LEAD BACKING SHALL ALSO BE PROVIDED AT
PENETRATIONS WITHIN THE WALL PARTITION.
C. WALL TYPE AND CONSTRUCTION SHALL CONFORM WITH
UL U245
D. WALL TYPE AND CONSTRUCTION SHALL CONFORM WITH
UL U415
(1) LAYER OF SOUND RATED 5/8"
GYP. BD.; WRAP GYP. BD.
AROUND ENDS/ CORNERS WHERE
EXPOSED
CEILING LINE
FLOOR LINE
UNDERSIDE OF DECK
OR STRUCTURE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
/2
PLAN
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
- 5/8" -
K1
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
NOTES
EXISTING STUD WALL
(1) LAYER OF 5/8" GYP. BD. (BOTH
SIDES) ON METAL STUDS @ 16" O.C.
(MAX.); WRAP GYP. BD. AROUND
ENDS/ CORNERS WHERE EXPOSED
FLOOR LINE
REFERENCE FINISH SCHEDULE
FOR BASE MATERIAL
STEEL STUD CHANNEL
RUNNER FASTENED TO FLOOR
/2
TYPE STUD SIZE
PARTITION
WIDTH
FIRE RATING
SOUND
ATTENUATION
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
3-5/8" 4-7/8"L4 -
NOTES
A
SOLID SURFACE MATERIAL
(SEE SCHEDULE)
1/2"1/2"
BACKER ROD AND
ACOUSTICAL SEALANT BOTH
SIDES
2 X 4 WD BLOCKING
STEEL STUD CHANNEL
RUNNER
SIMPSON L 30 CLIP OR SIMILAR W/ #8 SCREWS
SIMPSON RCKW3 KNEE WALL CONNECTOR OR SIMILAR,
EVERY OTHER STUD (32" MAX O.C.)
W/ (6) #12 SCREWS (3B PATTERN)
W/ (2) 1/2" SIMPSON TITEN HD
ANCHORS OR SIMILAR AND 4" EMBED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
TYPICAL INTERIOR PARTITION
TYPES
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JRB MH
100% BID DOCUMENTS
GI003
FULLY SPRINKLERED
SCALE: N.T.S.
WALL TYPE 'A'
SCALE: N.T.S.
WALL TYPE 'B'
SCALE: N.T.S.
WALL TYPE 'E'
SCALE: N.T.S.
WALL TYPE 'C'
SCALE: 1 1/2" = 1'-0"
WALL TYPE 'F' - TEMP. CONSTRUCTION WALL
SCALE: N.T.S.
TYP. CONTROL JOINT @ 1-HR RATED WALL
SCALE: N.T.S.
TYP. CONTROL JOINT @ NON-RATED WALLS
SCALE: N.T.S.
WALL TYPE 'G'
SCALE: N.T.S.
WALL TYPE 'D'
SCALE: N.T.S.
WALL TYPE 'J' - SHAFTWALL
SCALE: N.T.S.
WALL TYPE 'K'
SCALE: N.T.S.
WALL TYPE 'L'
P PP P
S SS S
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
LIFE SAFETY CODE ANALYSIS
GENERAL PROJECT DESCRIPTION
1. THE PROJECT SCOPE CONSISTS OF A COMPLETE RENOVATION OF THE PRIMARY
CARE AREA. AREAS CONSIST OF MODIFICATION TO EXISTING TOILET ROOMS,
CORRIDORS, AND WAITING AREAS AS WELL AS CONSTRUCTION OF NEW EXAM
ROOMS, WAITING AREAS, CORRIDORS, TOILET ROOMS, AND WORK ROOMS.
MODIFICATIONS WILL INCLUDE PARTITIONS, CEILING AREAS, MECHANICAL,
ELECTRICAL, FIRE PROTECTION, AND FIRE ALARM.
PROJECT FLOOR AREA (APPROXIMATE)
1. PROJECT FLOOR AREA
1.1 APPROX. FLOOR RENOVATION: 15,850 SF
FIRE PROTECTION SYSTEMS
1. FIRE SPRINKLER SYSTEM - GENERAL
1.1. FIRE SPRINKLERS PROVIDED W/ ALLOWABLE OMISSIONS
2. PORTABLE FIRE EXTINGUISHERS
2.1. GENERAL: TYPE 2A:10B:C MINIMUM (HIGHER RATING FOR HAZARDOUS AREAS
2.2. SPACING: 75 FEET MAXIMUM TRAVEL DISTANCE
2.3. MOUNTING HEIGHT: TOP OF FIRE EXTINGUISHER NOT MORE THAN 5 FEET
ABOVE THE FLOOR
FIRE DETECTION/ALARM SYSTEMS
1. FIRE DETECTION/ALARM SYSTEMS - GENERAL
1.1 EXISTING ADDRESSABLE NETWORK FIRE ALARM SYSTEM PROVIDED
THROUGHOUT THE BUILDING
2. NOTIFICATION
2.1 EXISTING AUDIBLE AND VISUAL NOTIFICATION DEVICES PROVIDED IN PUBLIC
AND COMMON AREAS
APPLICABLE CODES AND STANDARDS
VA FIRE PROTECTION DESIGN MANUAL - 7TH EDITION; DECEMBER 2015
INTERNATIONAL BUILDING CODE - 2018 EDITION
NFPA 10, STANDARD FOR THE PORTABLE FIRE EXTINGUISHERS - 2018 EDITION
NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS - 2019 EDITION
NFPA 70, NATIONAL ELECTRIC CODE - 2020 EDITION
NFPA 72, NATIONAL FIRE ALARM CODE - 2019 EDITION
NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES - 2019 EDITION
NFPA 101, LIFE SAFETY CODE - 2018 EDITION
NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS - 2018 EDITION
NFPA 99, HEALTH CARE FACILITIES CODE - 2018 EDITION
NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION - 2018 EDITION
INTERNATIONAL BUILDING CODE - 2015
OCCUPANCY CLASSIFICATION
1. BUSINESS GROUP B
2. INCIDENTAL ASSEMBLY USE OCCUPANCY
3. EXISTING HEALTHCARE AREA (NOT IN SCOPE OF WORK)
TYPE OF CONSTRUCTION
1. TYPE IA
ALLOWABLE HEIGHT
1. TABULAR HEIGHT - UNLIMITED [TABLE 504.3]
2. TABULAR NUMBER OF STORIES - UNLIMITED [TABLE 504.4]
ALLOWABLE AREA
1. TABULAR AREA - UNLIMITED [TABLE 506.2]
STRUCTURAL FIRE RESISTIVE RATING OF BUILDING ELEMENTS
1. REQUIRED FIRE RESISTANCE RATINGS STRUCTURAL ELEMENTS BASED ON
IBC TYPE IA CONSTRUCTION [TABLE 601 & TABLE 602]
VA DESIGN MANUAL - 7TH EDITION
GENERAL
1. STORAGE ROOMS
1.1. STORAGE ROOMS SHALL BE CONSIDERED HAZARDOUS AREAS
1.2. ROOMS CONTAINING MEDICAL GAS STORAGE SHALL BE PROVIDED
WITH AUTOMATIC SPRINKLER PROTECTION AND 1-HOUR FIRE
RESISTANCE RATING.
FIRE RESISTANCE RATED SEPARATION
1. STORAGE
1.1. 1-HOUR [VA DM 3.4]
STRUCTURAL ELEMENT FIRE RESISTANCE
RATING (IN HOURS)
BEARING WALLS EXTERIOR 3
INTERIOR 3
FIRE BARRIERS EXIT STAIRWAYS CONNECTING FEWER
THAN FOUR STORIES
EXIT STAIRWAYS CONNECTING FOUR OR
MORE STORIES
SHAFTS (OTHER THAN EXITS) AND
ELEVATOR HOISTWAY
NON-LOAD BEARING
WALLS
EXTERIOR ( < 30 FT. SEPARATION) 1
0 ( ≥ 30 FT. SEPARATION)
INTERIOR 0
PRIMARY STRUCTURAL MEMBERS 3
FLOOR CONSTRUCTION (INCLUDING BEAMS) 2
ROOF CONSTRUCTION
(INCLUDING BEAMS,
TRUSSES ARCHES
AND ROOF DECK)
LESS THAN 20 FT. IN HEIGHT TO LOWEST
MEMBER
1-1/2
20 FT. OR MORE IN HEIGHT TO LOWEST
MEMBER
a, b c c a
NOT LESS THAN THE FIRE SEPARATION DISTANCE (IBC TABLE 602)
b
NOT LESS THAN FIRE RESISTANCE RATING OF THE WALL SUPPORTED
c
RATING MAY BE REDUCED BY 1-HOUR IF SUPPORTING ROOF ONLY
NFPA 101, LIFE SAFETY CODE - 2015
OCCUPANCY CLASSIFICATION
1. EXISTING BUSINESS; FIRST FLOOR RENOVATION
2. EXISTING HEALTHCARE
OCCUPANT USE LOAD FACTORS [TABLE 7.3.1.2]
1. ASSEMBLY USE (LESS CONCENTRATED): 15 SF/PERSON 1864/15 = 125
2. BUSINESS USE: 100 SF/PERSON 8765/100 = 88
3. BUSINESS USE (CONCENTRATED): 50 SF/PERSON 5246/50 = 105
4. STORAGE, MECH. AND ELEC. AREAS: 500 SF/PERSON 357/500 = 1
TRAVEL DISTANCE WITH AUTOMATIC FIRE SPRINKLER PROTECTION
1. MAXIMUM TRAVEL DISTANCE
1.1. NEW BUSINESS: 300 FT. [§38.2.6.3]
1.2. EXISTING BUSINESS: 300 FT. [§39.2.6.3]
2. MAXIMUM COMMON PATH OF TRAVEL
2.1. NEW BUSINESS: 100 FT. [§38.2.5.3.1]
2.2. EXISTING BUSINESS: 100 FT. [§39.2.5.3.1]
3. MAXIMUM DEAD END CORRIDOR DISTANCE
3.1. NEW BUSINESS: 50 FT. [§38.2.5.2.1]
3.2. EXISTING BUSINESS: 50 FT. [§39.2.5.2.1]
OCCUPANCY SEPARATION
1. SEPARATED OCCUPANCY (BUSINESS AND HEALTHCARE)
1.1. EACH PART OF THE BUILDING COMPRISING OF A DISTINCT OCCUPANCY SHALL
BE COMPLETELY SEPARATED FROM OTHER OCCUPANCIES BY FIRE-RESISTIVE
CONSTRUCTION [§6.1.14.4.1]
HAZARDOUS AREA PROTECTION
1. PROTECTION FROM ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN
THAT NORMAL TO THE GENERAL OCCUPANCY OF THE BUILDING OR STRUCTURE
SHALL BE PROVIDED BY ONE OF THE FOLLOWING MEANS [§8.7.1.1]
1.1. 1-HOUR FIRE BARRIER
1.2. AUTOMATIC SPRINKLER SYSTEM
1.3. APPLYING BOTH WHEN HAZARD IS SEVERE
2. IN NEW CONSTRUCTION, WHERE PROTECTION IS PROVIDED WITH AUTOMATIC
SPRINKLERS WITHOUT FIRE-RESISTIVE SEPARATION, THE SPACE SHALL BE
ENCLOSED WITH SMOKE PARTITIONS [§8.7.1.2]
3. SMOKE PARTITION - CONTINUOUS MEMBRANE THAT IS DESIGNED TO FORM A
BARRIER TO LIMIT THE TRANSFER OF SMOKE. IT IS NOT REQUIRED TO HAVE A FIRE
RESISTANCE RATING [§3.3.256]
4. NO SEVERE HAZARDS ARE ANTICIPATED WITHIN THE SCOPE OF THE PROJECT
FIRE RESISTANCE RATED SEPARATION
1. CORRIDOR WALL
1.1. 0-HOUR [ §38.3.6.1, §39.3.6.1]
2. HAZARDOUS AREA (GENERAL STORAGE, BOILER, FURNACE ROOM)
2.1. NEW BUSINESS: SMOKE PARTITION [§38.3.2.1, §8.7.1.2]
2.2. EXISTING BUSINESS: 0-HOUR [ §39.3.2.1, §8.7.1.2]
3. HIGH HAZARD CONTENTS
3.1. 1-HOUR [§38.3.2.1, §39.3.2.1, §8.7.1.1]
OPENING PROTECTIVE
1. BARRIER WALLS - 1-HOUR
1.1. 3/4-HOUR [TABLE 8.3.4.2]
2. BARRIER WALLS - 2-HOUR
2.1. 1 1/2-HOUR [TABLE 8.3.4.2]
3. SMOKE PARTITIONS - 1/2-HOUR
3.1. 1/3-HOUR [TABLE 8.3.4.2]
REQUIRED FIRE RESISTANCE RATING
1. ENCLOSURES CONNECTING ≥ 4 STORIES
1.1. 2-HOUR
2. OTHER ENCLOSURES
1.2. 1-HOUR
INTERIOR FINISH WITH AUTOMATIC SPRINKLER PROTECTION
1. EXIT ACCESS CORRIDORS AND OTHER EXIT WAYS
1.1. NEW BUSINESS: CLASS C [§38.3.3.2.1]
1.2. EXISTING BUSINESS: CLASS C [§39.3.3.2.1]
2. ROOMS AND ENCLOSED SPACES
2.1. NEW BUSINESS: CLASS C [§38.3.3.2.2]
2.2. EXISTING BUSINESS: CLASS C [§39.3.3.2.2]
3. FLOOR FINISH
3.1. NEW BUSINESS: CLASS II [§38.3.3.3.2]
3.2. EXISTING BUSINESS: CLASS II [§39.3.3.3.2]
FIRE AND SMOKE DAMPERS
1. FIRE DAMPERS
1.1. FIRE DAMPERS SHALL BE PROVIDED WHERE DUCTS PENETRATE OR
TERMINATE AT OPENINGS IN WALLS OR PARTITIONS REQUIRED TO HAVE A FIRE
RESISTANCE RATING OF 2-HOURS OR MORE [NFPA 90A §5.3.1.1]
1.2. FIRE DAMPERS SHALL BE INSTALLED AT EACH DIRECT OR DUCTED OPENING
INTO AND OUT OF SHAFT ENCLOSURES [NFPA 90A §5.3.4.6]
2. SMOKE DAMPERS
2.1. SMOKE DAMPERS SHALL BE INSTALLED IN SYSTEMS WITH CAPACITY
GREATER THAN 15,000 CFM TO ISOLATE THE AIR-HANDLING EQUIPMENT FROM
THE REMAINDER OF THE SYSTEM ON BOTH THE BUILDING SUPPLY SIDE AND THE
RETURN SIDE [NFPA 90A §4.3.10.2]
MEANS OF EGRESS COMPONENTS
1. DOORS
1.1. MINIMUM CLEAR WIDTH: 32 INCHES [§7.2.1.2.4]
1.2. SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN OCCUPANT LOAD
GREATER THAN 50 OCCUPANTS [§7.2.1.4.2]
1.3. SWING IN DIRECTION OF EGRESS TRAVEL WHEN USED IN AN EXIT
ENCLOSURE OR WHERE SERVING A HIGH HAZARD CONTENTS AREA [§7.2.1.4.2]
2. MARKING OF MEANS OF EGRESS
2.1. EXITS SHALL BE MARKED BY AN APPROVED SIGN READILY VISIBLE FROM ANY
DIRECTION OF EXIT ACCESS [§7.10.1.2.1]
2.2. SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS
CORRIDOR IS IN EXCESS OF THE RATED VIEWING DISTANCE OR 100 FT,
WHICHEVER IS LESS, FROM THE NEAREST SIGN [§7.10.1.5.2]
2.3. A DIRECTIONAL SIGN READING "EXIT" WITH A DIRECTIONAL INDICATOR
(CHEVRON STYLE) SHOWING THE DIRECTION OF TRAVEL SHALL BE PLACED IN
EVERY LOCATION WHERE THE DIRECTION OF TRAVEL TO REACH THE NEAREST
EXIT IS NOT APPARENT [§7.10.2.1/7.10.3.1]
2.4. NEW SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS
CORRIDOR IS IN EXCESS OF THE RATED VIEWING DISTANCE OR 100 FT. TO THE
NEAREST SIGN [§7.10.1.5.2]
3. EXIT SIGN ILLUMINATION
3.1. EVERY EXIT SIGN SHALL BE SUITABLY ILLUMINATED BY A RELIABLE LIGHT
SOURCE. EXTERNALLY AND INTERNALLY ILLUMINATED SIGNS SHALL BE LEGIBLE
IN BOTH THE NORMAL AND EMERGENCY LIGHTING MODE [§7.10.5.1]
3.2. THE ILLUMINATION SHALL BE FOR 90 MINUTES IN THE CASE OF PRIMARY
POWER LOSS [§7.9.2.1]
3.3. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED SHALL HAVE AN INTENSITY
NOT LESS THAN 5 FT-CANDLES [§7.10.6.3]
4. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS
4.2. OCCUPANT LOAD OF 501 - 1,000: 3 EXITS [§7.4.1.2]
4.3. OCCUPANT LOAD OF MORE THAN 1,000: 4 EXITS [§7.4.1.2]
5. ARRANGEMENT OF EXITS
5.1. WHERE TWO OR MORE EXITS ARE REQUIRED, THEY MUST BE SPACED APART
A MINIMUM OF 1/3 THE LENGTH OF THE MAXIMUM DIAGONAL OF THE BUILDING OR
AREA BEING SERVED [§7.5.1.3.3]
TOTAL = 319
4.1. OCCUPANT LOAD OF 1 - 500: 2 EXITS [§7.4.1.1]
LIFE SAFETY CODE LEGEND
SMOKE PARTITION WALL
1-HOUR FIRE BARRIER WALL
2-HOUR FIRE BARRIER WALL
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
DEAD END CORRIDOR
EXIT
EXIT SIGN WITH DIRECTIONAL ARROWS
FULLY RECESSED FIRE EXTINGUISHER CABINET; TYPE ABC
(1) DOOR CLEAR WIDTH (IN.)
(2) DOOR OCCUPANT LOAD FACTOR (IN./PERSONS)
(3) DOOR OCCUPANT LOAD CAPACITY (PERSONS)
(4) STAIR CLEAR WIDTH (IN.)
(5) STAIR OCCUPANT LOAD FACTOR (IN./PERSONS)
(6) STAIR OCCUPANT LOAD CAPACITY (PERSONS)
EXIT
(1) (2) (3)
(4) (5) (6)
30 MINUTE SMOKE BARRIER WALL
AREA NOT IN SCOPE
LIFE SAFETY CODE ROOM OCCUPANCY USE LEGEND
BUSINESS USE 100SF/PERSON
BUSINESS (CONCENTRATED) USE 50SF/PERSON
STORAGE/MECH./ELEC. USE 500SF/PERSON
ASSEMBLY (LESS CONCENTRATED) 15SF/PERSON
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
LIFE SAFETY CODE ANALYSIS UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
APRIL 6, 2023 MH MH
100% BID DOCUMENTS
GI100
05Revisions: Date:
74 SF
D146
PATIENT TOILET
159 SF
D102
INTAKE 1
149 SF
D103
INTAKE 2
142 SF
D104
EXAM/
CONSULT. 1
57 SF
D110
PATIENT TOILET
60 SF
D108
PATIENT TOILET
142 SF
D114
EXAM/
CONSULT. 2
142 SF
D116
EXAM/
CONSULT. 3
245 SF
D112
PROCEDURE 2
246 SF
D109
PROCEDURE 1
57 SF
D113
PATIENT TOILET
724 SF
D111B
STAFF
UROLOGY
WORK ROOM
70 SF
D131
PATIENT TOILET
897 SF
D134
CORRIDOR
59 SF
D130
PATIENT TOILET
129 SF
D126
EXAM/
CONSULT. 4
224 SF
D162
PRIVATE WORK
ROOM
224 SF
D160
CLEAN SUPPLY
304 SF
D159
OVERFLOW
STAFF WORK
ROOM
129 SF
D139
EXAM/
CONSULT. 25
129 SF
D141
EXAM/
CONSULT. 24
127 SF
D143
EXAM/
CONSULT. 23
129 SF
D145
EXAM/
CONSULT. 22
96 SF
D151
MED ROOM
126 SF
D149
EXAM/
CONSULT. 21
129 SF
D153
EXAM/
CONSULT. 20
126 SF
D155
EXAM/
CONSULT. 19
77 SF
D157
HOUSEKEEPING
125 SF
D138
EXAM/
CONSULT. 13
125 SF
D140
EXAM/
CONSULT. 14
124 SF
D142
EXAM/
CONSULT. 15
125 SF
D144
EXAM/
CONSULT. 16
124 SF
D152
EXAM/
CONSULT. 17
125 SF
D154
EXAM/
CONSULT. 18
204 SF
D156
PROCEDURE 6
129 SF
D106
EXAM/
CONSULT. 12
129 SF
D107
EXAM/
CONSULT. 11
127 SF
D115
EXAM/
CONSULT. 10
129 SF
D117
EXAM/
CONSULT. 9
96 SF
D121
MED ROOM
126 SF
D119
EXAM/
CONSULT. 8
129 SF
D123
EXAM/
CONSULT. 7
126 SF
D125
EXAM/
CONSULT. 6
77 SF
D127
SOILED UTILITY
1766 SF
D148
TEAM 1 WORK
ROOM
612 SF
D136
CORRIDOR
562 SF
D135
CORRIDOR
46 SF
C1-21
PASSAGE
401 SF
D132
BREAKROOM/
LOUNGE
1612 SF
D150
TEAM 2 WORK
ROOM
30 SF
D105
HEIGHT &
WEIGHT
52 SF
D163
TOILET
66 SF
D158
TOILET
2347 SF
D178
MECH. RM
362 SF
D129
PROCEDURE 3
125 SF
D128
EXAM/
CONSULT 5
1579 SF
D100
WAITING AREA
43 SF
D137
HEIGHT &
WEIGHT
177 SF
D101
CENTRAL
RECEPTION
DE 22 FT
TOTAL TRAVEL DISTANCE = 164' ≤ 300'
TOTAL TRAVEL DISTANCE = 172' ≤ 300' TOTAL TRAVEL DISTANCE = 189' ≤ 300'
D178A
IT/ELEC
D178B
ELECTRICAL
STAIR EGRESS DOOR TO
EXTERIOR 1 FLOOR BELOW
STAIR EGRESS DOOR TO
EXTERIOR 1 FLOOR BELOW
2933 SF
D164
TEMPORARY
WAITING
ROOM
69 SF
D100A
ELEC
63 SF
D111A
PT
180 SF
D135A
CORRIDOR
59 SF
D147
PRIVATE
VIRTUAL
129 SF
D122
CORRIDOR
Redundant Room
D111C
STAFF
UROLOGY
WORK ROOM
54 SF
D111D
TELEHEALTH
(MAX 50 FT)
DE 31 FT
(MAX 50 FT)
DE 22 FT
(MAX 50 FT)
LIFE SAFETY CODE ROOM OCCUPANCY USE LEGEND
BUSINESS USE 100SF/PERSON
BUSINESS (CONCENTRATED) USE 50SF/PERSON
STORAGE/MECH./ELEC. USE 500SF/PERSON
ASSEMBLY (LESS CONCENTRATED) 15SF/PERSON
CODE COMPLIANCE LEGEND
1-HOUR FIRE RATED PARTITION - UL DES U419, PROVIDE STENCILING
2-HOUR FIRE RATED BARRIER - UL DES U419, PROVIDE STENCILING
1-HOUR SMOKE BARRIER - NFPA 101 - 8.3, PROVIDE STENCILING
3-HOUR FIRE RATED BARRIER - UL DES U419, PROVIDE STENCILING
4-HOUR FIRE RATED BARRIER - UL DES U419, PROVIDE STENCILING
XX
ROOM NAME
ROOM NUMBER
ROOM AREA
CODE ROOM TAG
INFORMATION
ROOM OCCUPANT LOAD
COMON PATH OF TRAVEL
EXIT
EGRESS CORRIDOR
EXIT SIGN WITH DIRECTIONAL ARROWS
RECESSED FIRE EXTINGUISHER CABINET;
TYPE ABC; NOTE CONTRACTOR TO
PROVIDE CABINETS, AND GOVERNMENT
TO PROVIDE THE BOTTLE
PATH OF EGRESS
EXIT SIGN
118 OCCUPANT LOAD PER EXIT
OCCUPANT LOAD
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
FIRST FLOOR PLAN LIFE SAFETY
CODE
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JRB MH
100% BID DOCUMENTS
GI101
FULLY SPRINKLERED
NORTH
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - LIFE SAFETY CODE
GENERAL NOTES
NOTE:
• ALL TEMPORARY CONSTRUCTION WALLS ARE TO BE 1-HR RATED & CONSTRUCTED OF
NON-COMBUSTIBLE MATERIALS AND SHALL BE SMOKE & DUST TIGHT; WALLS ARE TO BE
3-5/8" METAL STUDS W/ TYPE 'X' GYP. BD. ON BOTH SIDES THE EXPOSED SIDE TO PATIENTS
TO HAVE A LEVEL '4' FINISH AND BE PRIMED WITH (2) COATS OF FINISH PAINT (WHITE).
PROVIDE LOCKABLE 3'-0" X 7'-0" ACCESS DOOR; PROVIDE STICKY WALK-OFF MATS AT
ENTRANCE TO CONSTRUCTION AREAS ALL LEVELS INCLUDING INTERSTITIAL LEVELS;
PROVIDE CONSTRUCTION SIGNAGE "DANGER - CONSTRUCTION AREA, AUTHORIZED
PERSONNEL ONLY"
• FIRST FLOOR CONSTRUCTION ACTIVITIES MUST FOLLOW ALL PROCEDURES PRESCRIBED
IN THE VHAAHS ICRA 2.0 INFECTION CONTROL RISK ASSESSMENT PERMIT (CLASS IV).
PERMIT MUST BE COMPLETED BY THE CONTRACTOR AND REVIEWED WITH THE COR
PRIOR TO CONSTRUCTION ACTIVITIES.
• BASEMENT CONSTRUCTION ACTIVITIES MUST FOLLOW ALL PROCEDURES PRESCRIBED IN
THE VHAAHS ICRA 2.0 INFECTION CONTROL RISK ASSESSMENT PERMIT (CLASS V).
PERMITS MUST BE COMPLETED BY THE CONTRACTOR AND REVIEWED WITH THE COR
PRIOR TO CONSTRUCTION ACTIVITIES.
• GENERAL CONTRACTOR TO MEET WITH THE VA COR PRIOR TO BIDDING. GENERAL
CONTRACTOR TO PROVIDE SAFETY AND CONSTRUCTION PHASING PLAN FOR VA
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION START. THE AE PHASING PLANS ARE
PROVIDED AS A REFERENCE ONLY AND ADJUSTMENTS TO THESE PLANS ARE EXPECTED
WITH CONTRACTOR AND COR INPUT.
• PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ENTIRE SET OF
CONSTRUCTION DRAWINGS.
• ALL CONSTRUCTION DOORS ARE TO USE VA ANN ARBOR STANDARD DOOR
HARDWARE AND KEYED ALIKE WITH VA STANDARD LOCKSETS. CONTACT COR FOR
HARDWARE SPECIFICS.
• ALL CONSTRUCTION ENTRANCES ARE TO REMAIN LOCKED AT ALL TIMES.
• CONTRACTOR TO REFER TO GI003 FOR WALL TYPE INFORMATION.
• AFTER HOURS WORK TO TAKE PLACE BETWEEN 6:00PM AND 5:30AM, MONDAY-FRIDAY,
ALL DAY SATURDAY AND SUNDAY.
• TEMPORARY WALL REMOVAL TO TAKE PLACE AFTER STANDARD OPERATING HOURS.
PHASING REQUIREMENTS
PHASE 1:
• ALL WORK WITHIN PHASE 1 MUST BE COMPLETED IN 3 CONSECUTIVE DAYS
ONLY, NO TIME EXTENSION WILL BE ALLOWED. WORK TO BE COMPLETED
STARTING ON A THURSDAY (5PM), FRIDAY, SATURDAY, SUNDAY, AND
COMPLETE BY MONDAY 7AM. PHASE 1 AREA MUST BE READY TO SEE
VETERANS USE THE SPACE ON MONDAY MORNING AT 7AM.
• WORK TO INCLUDE COMPLETE DEMOLITION OF AREA SHOWN HATCHED,
REFER TO DEMOLITION PLANS FOR FURTHER INFORMATION
PHASE 2:
• ALL REMAINING WORK WHICH FALLS OUTSIDE OF THE HATCHED AREA
SHOWN WITHIN PHASE 1.
AT COMPLETION OF PROJECT THIS DOOR TO
BE REMOVED AND INFILLED AND
FINISHED/PAINTED.
1-HR RATED TEMPORARY PARTITION TYPE "F"
REFER TO DWG. GI1003 FOR WALL
CONSTRUCTION
DEMOLITION AND SUBSEQUENT NEW
WORK ABOVE AND BEYOND THE
TEMPORARY PARTITION WALL TO BE
COMPLETED AFTER HOURS ONLY
(NIGHTS AND WEEKEND) PHASE 2
T1
T1
FOR EXACT LOCATION
REFER TO NEW WORK PLAN
C
LE
A R
/4
C
LE
A R
/4
"DEMOLITION AND SUBSEQUENT NEW
WORK ABOVE AND BEYOND THE
TEMPORARY PARTITION WALL TO BE
COMPLETED AFTER HOURS ONLY
(NIGHTS AND WEEKEND) PHASE 2
NOTE: NEW WORK ON THIS
SIDE OF THE NEW WALL
PARTITION CAN BE
COMPLETED AS A PART OF
PHASE 2. DEMO WORK MUST
BE COMPLETED AND FINISHED
AS DESCRIBED WITHIN THE
PHASING REQUIREMENTS
NOTE: NEW WORK ON THIS
SIDE OF THE NEW WALL
PARTITION CAN BE
COMPLETED AS A PART OF
PHASE 2. DEMO WORK MUST
BE COMPLETED AND FINISHED
AS DESCRIBED WITHIN THE
PHASING REQUIREMENTS
TEMPORARY PARTITION WILL BECOME TYPE
'B4' AS SHOWN ON THE NEW WORK FLOOR
PLANS. CONTRACTOR TO CONSTRUCT THIS
WALL WITH PLANNED FUTURE FRAMED
OPENINGS AND BLOCKING AT THE
LOCATIONS PROVIDED BY A SEPARATE
PROJECT. VA COR TO PROVIDE CAD PLAN OF
EXACT LOCATIONS AND DIMENSIONS.
AT COMPLETION OF PROJECT THIS SECTION OF
TEMPORARY WALL TO BE REMOVED (REFER TO
NEW WORK PLAN FOR EXACT LOCATION OF
TEMPORARY WALL TO BE REMOVED). PATCH,
REPAIR, REPLACE ANY DAMAGED EXISTING
SURFACES TO REMAIN. FINISH AND PAINT.
(AFTER HOURS WORK ONLY)
AT COMPLETION OF PROJECT THIS SECTION OF
TEMPORARY WALL AND DOOR TO BE REMOVED
PATCH, REPAIR, REPLACE ANY DAMAGED
EXISTING SURFACES TO REMAIN. FINISH AND
PAINT. (AFTER HOURS WORK ONLY)
TEMPORARY PARTITION WILL BECOME TYPE
'B4' AS SHOWN ON THE NEW WORK FLOOR
PLANS. CONTRACTOR TO CONSTRUCT THIS
WALL WITH PLANNED FUTURE FRAMED
OPENINGS AND BLOCKING AT THE
LOCATIONS PROVIDED BY A SEPARATE
PROJECT. VA COR TO PROVIDE CAD PLAN OF
EXACT LOCATIONS AND DIMENSIONS.
TEMPORARY PARTITION WILL BECOME TYPE
'B4' AS SHOWN ON THE NEW WORK FLOOR
PLANS. CONTRACTOR TO CONSTRUCT THIS
WALL WITH PLANNED FUTURE FRAMED
OPENINGS AND BLOCKING AT THE
LOCATIONS PROVIDED BY A SEPARATE
PROJECT. VA COR TO PROVIDE CAD PLAN OF
EXACT LOCATIONS AND DIMENSIONS.
DOOR TYPES
SCALE: 1/4'' = 1'-0''
SCHD.
SEE
S E E S
C H
E D
U
LE
S E E S
C H
E D
U
LE
2"
SCHD.
SEE 2"
A
FRAME TYPES
SCALE: 1/4'' = 1'-0''
DOOR
NUMBER
DOOR SIZE
FIRST FLOOR
TEMPORARY DOOR & FRAME SCHEDULE
T1
T2
3'-6' X 7'-0''
3'-0' X 7'-0''
DOOR FRAME
TYPE MATERIAL TYPE MATERIAL
(MIN.)
RATING
H'DWARE REMARKS
A
A
WD
WD
HM
HM
45 MIN
45 MIN
* DOOR TO BE KEYED ALIKE WITH VA STANDARD LOCK SETS; DOORS
TO ALWAYS REMAIN LOCKED
* DOOR TO BE KEYED ALIKE WITH VA STANDARD LOCK SETS; DOORS
TO ALWAYS REMAIN LOCKED
CONSTRUCTION
SIGNAGE
AREA OF INFILL
WORK ABOVE
ANTE ROOM;
REFER TO APENDIX
B FOR FULL
REQUIREMENTS
T2
PARTITION TYPE 'F'
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
GENERAL CONSTRUCTION
PLAN
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JRB MH
100% BID DOCUMENTS
GC101
FULLY SPRINKLERED
NORTH
SCALE: 1/8" = 1'-0"
TEMPORARY CONSTRUCTION PLAN
NORTH
SCALE: 1/8" = 1'-0"
BASEMENT TEMPORARY CONSTRUCTION PLAN
• ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS INDICATED IN SPECIFICATIONS
SHALL BE DONE AFTER HOURS AND COORDINATED WITH THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR) AT NO PREMIUM COST TO THE GOVERNMENT. REFER TO
SPECIFICATIONS FOR TYPICAL ACTIVITIES THAT DICTATE AFTER HOURS WORK TO BE
PERFORMED.
• ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON
THE DEMOLITION PLANS. THE INTENT IS TO REMOVE ALL MATERIALS AND ITEMS AS
REQUIRED TO FACILITATE NEW CONSTRUCTION.
• CONTRACTORS ARE TO VERIFY FIELD CONDITIONS, IF CONDITIONS DO NOT REFLECT
WHAT IS NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR IS TO NOTIFY THE
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND ARCHITECT IMMEDIATELY ON
DISCREPANCIES AND VERIFICATION ON HOW BEST TO PROCEED.
• THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF CONSTRUCTION
DOCUMENTS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING
WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.
• CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS. LOCATION OF DUMPSTERS
TO BE DETERMINED BY COR WITH CONTRACTORS INPUT.
• CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT
ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO
ACCUMULATE ON THE JOBSITE. REMOVE DAILY AND DISPOSE OF IN A LEGAL MANNER.
ONSITE SALE OR BURNING OF REMOVED ITEMS IS NOT PERMITTED.
• THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE PUBLIC AND/OR WORKERS ON THE SITE TO PREVENT ACCIDENTS OR INJURY TO ANY
PERSON ON, ABOUT OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLY
WITH ALL LAWS, ORDINANCES, CODES AND REGULATIONS PERTAINING TO SAFETY AND
THE PREVENTION OF ACCIDENTS.
• THE CONTRACTOR MUST MAINTAIN ADEQUATE SUPPORT, INSULATION, WATERPROOFING,
EMERGENCY LIGHTING, SECURITY, ALARMS, ETC. FOR ALL OR PART OF ITEMS WHICH ARE
TO REMAIN.
• THE VA RESERVES THE RIGHTS TO ANY REMOVED MATERIALS OR ITEMS. CONTRACTOR TO
COORDINATE WITH COR.
• DO NOT CUT AND/OR PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD
CHANGE THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION RATIO.
GENERAL DEMOLITION NOTES
• OLD 'ABANDONED' DATA AND PHONE LINES, PIPING TO BE DEMOED AT NO COST
PREMIUM TO THE VA.
• PATCH/REPAIR OR REPLACE ALL AREAS DAMAGED BY DEMOLITION OR REWORK TO
PREPARE FOR NEW CONSTRUCTION AS REQUIRED. BRICK OR BLOCK PATCHING
SHALL BE TOOTHED-IN TO MATCH EXISTING COURSING PATTERN.
• WHERE WALLS, PANELS, AND CEILINGS ARE TO BE REMOVED, ALL ITEMS THAT FALL
WITH THE WALLS &/OR CEILINGS ARE TO BE REMOVED OR REROUTED. REFER TO
MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR ADDITIONAL DEMOLITION
NOT SHOWN ON THIS SHEET. ALL EXISTING WALLS THAT ARE TO REMAIN WITH
ADJACENT ITEMS TO BE REMOVED MUST BE PATCHED AND FINISH PAINTED (PAINT 2
COATS MINIMUM TO MATCH EXISTING COLOR)
• CONSTRUCTION AREAS TO BE COMPLETELY SEPARATED FROM OCCUPIED AREAS
WITH A ONE-HOUR FIRE RATED ASSEMBLY, AND WITH SUITABLE DUST BARRIER. TAKE
CARE THAT CONSTRUCTION DUST IS NOT TRANSMITTED TO OCCUPIED AREAS BY
MECHANICAL SYSTEM.
• CONTRACTOR TO COORDINATE ACCESS TO WORK AREAS WHICH ARE OCCUPIED
WITH COR; CONTRACTOR TO RELOCATE EQUIPMENT FROM WORK AREA AS
DESCRIBED PER THE EQUIPMENT SCHEDULE.
• IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION, CONTRACTOR
SHALL NOTIFY THE COR AND ARCHITECT ON HOW TO PROCEED.
• WHERE WALLS OR ITEMS ATTACHED TO SPRAY APPLIED FIRE PROOFING ARE
REMOVED, THE CONTRACTOR SHALL PATCH THE FIRE RATED SYSTEM AS REQUIRED TO
MAINTAIN THE FIRE RATING OF THE SYSTEM.
• REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR
DAMAGED DURING DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO
DAMAGE EXISTING TO REMAIN FINISHED SURFACE.
• CLEAN ALL AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED.
• INTERIOR WALLS TO BE REMOVED, SHALL BE REMOVED THE ENTIRE HEIGHT OF THE
WALL UNLESS REQUIRED OTHERWISE BY NEW OPENINGS IN EXISTING WALLS TO
REMAIN.
• ALL EXISTING FURNISHINGS AND EQUIPMENT ARE TO BE RELOCATED BY THE VA
PRIOR TO DEMOLITION. ANY REMAINING FURNISHINGS AND EQUIPMENT
ENCOUNTERED BY THE CONTRACTOR ARE TO BE DISPOSED OF BY THE CONTRACTOR.
REMOVE EXISTING WALL CONSTRUCTION COMPLETE AS
SHOWN. INCLUDING WALL PROTECTION, WALL BASE, AND ALL
ITEMS ATTACHED TO THE WALLS (NOT ALL ITEMS ATTACHED TO
THE WALLS ARE SHOWN ON THIS PLAN). PATCH & REPAIR
ADJACENT SURFACES TO REMAIN AS NECESSARY TO PREPARE
FOR NEW CONSTRUCTION AND/OR NEW FINISHES.
REMOVE EXISTING DOOR(S), FRAME, HARDWARE AND CARD
READERS WHERE PROVIDED COMPLETE.
REMOVE EXISTING WINDOW SYSTEM AS SHOWN. PATCH &
REPAIR ADJACENT SURFACES TO REMAIN AS NECESSARY TO
PREPARE FOR NEW CONSTRUCTION AND/OR NEW FINISHES.
REMOVE EXISTING TOILET ACCESSORIES AND/OR WALL
MOUNT…
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