553-20-204 Drawings - Pharmacy .pdf
PDF 12 MB Posted
- Solicitation number
- 36C25021B0011
About this file
This notice announces a forthcoming solicitation for construction services. The Department of Veterans Affairs will issue an invitation for bid on March 5, 2021 for project number 553-20-204 to renovate the pharmacy storage and sterile compounding space at the John D. Dingell VA Medical Center in Detroit, Michigan. The renovation project encompasses approximately 832 square feet and must comply with USP 797/800 standards. The contractor will be provided up to 210 days to complete the work. The solicitation will be available for download on or around June 30, 2020 from beta.SAM.gov. The government intends to award a firm fixed price contract within 120 days of bid receipt. The North American Industry Classification size standard for this procurement is $39.5 million. The project value is estimated between $500,000 and $1,000,000.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25021B0011 0003.docx | DOCX document | |
| S04 - ATTENDANCE LOG - 553-20-204.pdf | ||
| 36C25021B0011 0002.docx | DOCX document | |
| 553-20-204 RFI 01 VA Response.pdf | ||
| 36C25021B0011 0001.docx | DOCX document | |
| 553-20-204 Drawings.pdf | ||
| Project 553-20-204 -WAGE Determination MI20200101 rev1-29-21.txt | TXT text file | |
| Project 553-20-204 Contractor EMR Certification Form 2020.docx | DOCX document | |
| Proejct 553-20-204 Pre-BID instructions.docx | DOCX document | |
| Project 553-20-204 Specifications Vol. 2 pharmacy.pdf | ||
| Project 553-20-204 - Specifications Vol. 1 pharmacy.pdf | ||
| RFI Form 553-20-204.docx | DOCX document | |
| 36C25021B0011.docx | DOCX document |
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Text version
4/03/2020
RENOVATE PHARMACY
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
G-001
RBKS
COVER SHEET
13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
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R ep or ts
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_D et ro it_
Ph ar m ac y.
bp n 4/
2/
, 8
:2
AM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
MECHANICAL
M0.0
MD1.1
MH1.0
MH1.1
MH1.3
M400
M401
ME1.0
MECHANICAL SYMBOLS AND LEGEND
DEMOLITION - HVAC PLAN LOWER INTERSTITIAL LEVEL
HVAC PLAN LOWER LEVEL PHARMACY
HVAC PLAN LOWER INTERSTITIAL LEVEL
HVAC LOWER LEVEL THRU 5TH FL
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL & ELECTRICAL SCHEDULES
ELECTRICAL
E0.0
EP1.0
EP1.4
EL1.0
E400
ELECTRICAL LEGEND
ELEC. POWER & SYSTEMS PLAN - LOWER LEVEL
ELEC. POWER & SYSTEMS PLAN - FOURTH FLOOR
ELECTRICAL LIGHTING PLAN LOWER LEVEL
ELEC. DETAILS AND LOWER LEVEL OVERALL PLAN
SIGNATURE BLOCK
MEDICAL CENTER DIRECTOR DATE
ASSOCIATE MEDICAL CENTER DIRECTOR DATE
CHIEF BIO-MED DATE
INDUSTRIAL HYGENIST DATE
CHIEF, FACILITIES MANAGEMENT DATE
CHIEF PHARMACY
SAFETY MANAGER DATE
C6 DESIGNER LIST & STAMP
F1 ABBREVIATION LIST
C3 OWNER/TENANT INFORMATION C9 DRAWING INDEX
F9 PROJECT LOCATION MAP
D9 GENERAL NOTESD7 ALTERNATE DEDUCT LIST
TR
UE
NORTH
PLAN
NORTH
OFFICE
F5 SYMBOL KEY
PLAN
NORTH
NOT TO SCALE
A5 DRAWING TITLE
0 4' 8' 16'
C5 A-501
100'-0"
A5 A-501
ELEV. NO.
SHEET NO.
DOOR NUMBER
KEYNOTE
WALL TAG
LIGHT TAG
ELEVATION MARK
NEW SPOT ELEVATION
REVISION IDENTIFIER
NORTH ARROW
GRID
STRUCTURAL/COLUMN
DETAIL OR PLAN TITLE
SHEET NO.
SECTION NO.
A
SECTION DETAIL
ELEVATION MARKER
INDICATES NEW DOOR
AND/OR WALL
INDICATES EXISTING
DOOR AND/OR WALL
INDICATES DOOR AND/OR
WALL TO BE REMOVED.
SALVAGE DOORS FOR REUSE
INDICATES PATCH EXISTING
WALLS AS REQUIRED FOR
SMOOTH FINISH
DETAIL/PLAN NO. (IN REFERENCE
TO SHEET GRID AT TOP & RIGHT SIDE)
DETAIL
REFERENCE
SHEET NO. (DETAILS REFERENCE
TO SHEET ON WHICH THEY OCCUR)
DETAIL (IN REFERENCE TO SHEET
GRID AT TOP & RIGHT SIDE)
A3 A-202
66'-0"
ROOM NAME
& NUMBER
CONTRACT LIMIT LINE
GENERAL
G-001 COVER SHEET
ARCHITECTURAL
AD001
AE101
AE102
AE103
AE601
LOWER LEVEL DEMOLITION & LIFE SAFETY FLOOR PLAN
LOWER LEVEL FLOOR PLAN & REFLECTED CEILING PLAN
LOWER LEVEL INTERSTITIAL SPACE PLAN
MECHANICAL ROOM FLOOR PLANS
DOOR & FINISH SCHEDULES & DETAILS
F7 MATERIAL IDENTIFICATION
MATERIAL IDENTIFICATION
(LARGE SCALE)ACOUSTIC TILE
(ACT) ALUMINUM
BRICK
(SOLID)
CONCRETE
BLOCK
CONCRETE BLOCK
CONCRETE
(BATT)
INSULATION
MORTAR
(ALSO SAND,
PLASTER GWB)
EARTH
(COMPACTED)
EARTH
POROUS FILL
(COMPACTED)(RIGID)
INSULATION
TILE
(CERAMIC OR QUARRY)
PLYWOOD OR
PARTICLE BD
WOOD (ROUGH)
SHIM
(LARGE SCALE)
STEEL
STONE
WOOD (FINISH)
4646 JOHN R. STREET
DETROIT, MI, 48201
JOHN D DINGELL VA MEDICAL CENTER
RENOVATE PHARMACY
STORAGE FOR USP800
A
ABV ABOVE
AFF ABOVE FINISHED FLOOR
ASC ABOVE SUSPENDED
CEILING
ACC ACCESS
ACFL ACCESS FLOOR
AP ACCESS PANEL
AC ACOUSTICAL
ACPL ACOUSTICAL PLASTER
ACT ACOUSTICAL TILE
ADD ADDENDUM
ADH ADHESIVE
ADJ ADJACENT/ADJUSTABLE
AGG AGGREGATE
A/C AIR CONDITIONING
ALT ALTERNATE
AL ALUMINUM
ANC ANCHOR, ANCHORAGE
AB ANCHOR BOLT
ANOD ANODIZED
APX APPROXIMATE
ARCH ARCHITECT(URAL)
AD AREA DRAIN
ASB ASBESTOS
AT ASPHALT TILE
AUTO AUTOMATIC
B
BP BACK PLASTER
BSMT BASEMENT
BW BOTH WAYS
BRG BEARING
BPL BEARING PLATE
BM BENCH MARK
BEL BELOW
BET BETWEEN
BVL BEVELED
BIT BITUMINOUS
BLK BLOCK
BLKG BLOCKING
BD BOARD
BS BOTH SIDES
BOT BOTTOM
BRK BRICK
BRZ BRONZE
BLDG BUILDING
BUR BUILT UP ROOFING
BBD BULLETIN BOARD
OWNER: JOHN D DINGELL VA MEDICAL CENTER
CONTACT: Robert Peters
4646 JOHN R. STREET
DETROIT, MI 48201
E
E EAST
ELEC ELECTRIC (AL)
EP ELECTRICAL PANELBOARD
EWC ELECTRIC WATER COOLER
EL ELEVATION
ELEV ELEVATOR
EMER EMERGENCY
ENC ENCLOSE (URE)
EQ EQUAL
EQUIP EQUIPMENT
ESC ESCALATOR
EST ESTIMATE
EXH EXHAUST
EXST EXISTING
EB EXPANSION BOLT
EXP EXPOSED
EXT EXTERIOR
F
FB FACE BRICK
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUDS
FF FACTORY FINISH
FAS FASTEN, FASTENER
FN FENCE
FBD FIBERBOARD
FG FIBERGLASS
FIN FINISH (ED)
FFE FINISHED FLOOR ELEVATION
FFL FINISHED FLOOR LINE
FA FIRE ALARM
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FHS FIRE HOSE STATION
FPL FIREPLACE
FP FIREPROOF
FRC FIRE-RESISTANT COATING
FRT FIRE-RETARDANT
FLG FLASHING
FHMS FLATHEAD MACHINE SCREW
FHWS FLATHEAD WOOD SCREW
FLX FLEXIBLE
FLR FLOOR (ING)
FLCO FLOOR CLEANOUT
FD FLOOR DRAIN
FPL FLOOR PLATE
FLUR FLUORESCENT
FJT FLUSH JOINT
FTG FOOTING
FRG FORGED
FND FOUNDATION
FR FRAME (D) (ING)
FRA FRESH AIR
FS FULL SIZE
FBO FURNISHED BY OTHERS
FUR FURRED (ING)
FUT FUTURE
G
GA GAGE, GAUGE
GV GALVANIZED
GI GALVANIZED IRON
GP GALVANIZED PIPE
GSS GALVANIZED STEEL SHEET
GKT GASKET (ED)
GC GENERAL CONTRACT
GL GLASS, GLAZING
GLB GLASS BLOCK
GLF GLASS FIBER
GCMU GLAZED CONC. MASONRY UNITS
GST GLAZED STRUCTURAL TILE
GB GRAB BAR
GD GRADE, GRADING
GRN GRANITE
GVL GRAVEL
GF GROUND FACE
GT GROUT
GPL GYPSUM LATH
GPPL GYPSUM PLASTER
GPT GYPSUM TILE
GWB GYPSUM WALL BOARD
H
HBD HARDBOARD
HDW HARDWARE
HWD HARDWOOD
HJT HEAD JOINT
HDR HEADER
HTG HEATING
HVAC HEATING/VENTILATING/AIR COND.
HD HEAVY DUTY
HT HEIGHT
HC HOLLOW CORE
HM HOLLOW METAL
HOR HORIZONTAL
HB HOSE BIB
HWH HOT WATER HEATER
I
INCL INCLUDE (D) (ING)
ID INSIDE DIAMETER
INS INSULATE (D) (ION)
INT INTERIOR
INV INVERT
IPS IRON PIPE SIZE
J
JC JANITOR'S CLOSET
JT JOINT
K
KPL KICK PLATE
KIT KITCHEN
KO KNOCKOUT
L
LBL LABEL
LAB LABORATORY
LAD LADDER
LB LAG BOLT
LAM LAMINATE (D)
LAV LAVATORY
LH LEFT HAND
LT LIGHT
LC LIGHT CONTROL
LP LIGHT PROOF
LW LIGHTWEIGHT
LWC LIGHTWEIGHT CONCRETE
LMS LIMESTONE
LTL LINTEL
LL LIVE LOAD
LVR LOUVER
LPT LOW POINT
M
MB MACHINE BELT
MH MANHOLE
MFR MANUFACTURE (ER)
MAS MASONRY
MO MASONRY OPENING
MTL MATERIAL
MAX MAXIMUM
MECH MECHANIC (AL)
MC MEDICINE CABINET
MED MEDIUM
MBR MEMBER
MMB MEMBRANE
MET METAL
MFD METAL FLOOR DECKING
MRD METAL ROOF DECKING
M METER
MM MILLIMETER
MWK MILLWORK
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MOD MODULAR
MLD MOLDING, MOULDING
MR MOP RECEPTOR
MT MOUNT (ED) (ING)
MOV MOVABLE
MULL MULLION
N
NAT NATURAL
NI NICKEL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NOM NOMINAL
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O
OC ON CENTER
OPG OPENING
OJ OPEN-WEB JOIST
OPP OPPOSITE
OD OUTSIDE DIAMETER
OH OVERHEAD
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
P
PNL PANEL
PB PANIC BAR
PTD PAPER TOWEL DISPENSER
PTR PAPER TOWEL RECEPTOR
PAR PARALLEL
PK PARKING
PBD PARTICLE BOARD
PTN PARTITION
PED PEDESTAL
PERF PERFORATE (D)
PERI PERIMETER
PLAS PLASTER
PLAM PLASTIC LAMINATE
PL PLATE
PG PLATE GLASS
PWD PLYWOOD
PVC POLYVINYL CHLORIDE
PE PORCELAIN ENAMEL
PTC POST-TENSIONED CONCRETE
PCF POUNDS PER CUBIC FOOT
PFL POUNDS PER LINEAL FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PCC PRECAST CONCRETE
PFB PREFABRICATE (D)
PFN PREFINISHED
PRF PREFORMED
PSC PRESTRESSED CONCRETE
PL PROPERTY LINE
Q
QT QUARRY TILE
R
RBT RABBET, REBATE
RAD RADIUS
RWC RAINWATER CONDUCTOR
REF REFERENCE
RFL REFLECT (ED) (IVE) (OR)
REFR REFRIGERATOR
REG REGISTER
RE REINFORCE (D) (ING)
RCP REINFORCED CONCRETE PIPE
REM REMOVE
RES RESILIENT
RET RETURN
RA RETURN AIR
REV REVISION (S) REVISED
RH RIGHT HAND
ROW RIGHT OF WAY
R RISER
RD ROOF DRAIN
RFH ROOF HATCH
RFG ROOFING
RM ROOM
RO ROUGH OPENING
RB RUBBER BASE
RBT RUBBER TILE
S
SFGL SAFETY GLASS
SCH SCHEDULE
SCN SCREEN
SNT SEALANT
STG SEATING
SEC SECTION
SHT SHEER
SH SHELF, SHELVING
SIM SIMILAR
SL SLEEVE
SC SOLID CORE
SP SOUNDPROOF
S SOUTH
SPK SPEAKER
SPL SPECIAL
SPEC SPECIFICATION (S)
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STA STATION
ST STEEL
STO STORAGE
SD STORM DRAIN
STR STRUCTURAL
SCT STRUCTURAL CLAY TILE
SUS SUSPENDED
SYM SYMMETRY (ICAL)
SYN SYNTHETIC
SYS SYSTEM
T
TKBD TACK BOARD
TEL TELEPHONE
TV TELEVISION
TC TERRA COTTA
TZ TERRAZZO
THK THICK (NESS)
THR THRESHOLD
TPTN TOILET PARTITION
TPD TOILET PAPER DISPENSER
TOL TOLERANCE
T&G TONGUE AND GROOVE
TSL TOP OF SLAB
TST TOP OF STEEL
TW TOP OF WALL
TB TOWEL BAR
TR TRANSOM
T TREAD
TYP TYPICAL
U
UC UNDERCUT
UNF UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
VJ V-JOINT (ED)
VB VAPOR BARRIER
VAR VARNISH
VNR VENEER
VERT VERTICAL
VG VERTICAL GRAIN
VIN VINYL
VB VINYL BASE
VF VINYL FABRIC
VT VINYL TILE
VCT VINYL COMPOSITE TILE
W
WSCT WAINSCOT
WTW WALL TO WALL
WH WALL HUNG
WC WATER CLOSET
WP WATERPROOFING
WR WATER REPELLENT
WS WATER STOP
WWF WELDED WIRE FABRIC
W WEST
WHB WHEEL BUMPER
W WIDTH, WIDE
WIN WINDOW
WG WIRED GLASS
WM WIRE MESH
WO WITHOUT
WD WOOD
WB WOOD BASE
WPT WORKING POINT
WI WROUGHT IRON
WWM WELDED WIRE MESH
C
CAB CABINET
CPT CARPET
CSMT CASEMENT
CI CAST IRON
CIPC CAST-PLACE-CONCRETE
CST CAST STONE
CB CATCH BASIN
CK CAULK(ING)
CLG CEILING
CHT CEILING HEIGHT
CEM CEMENT
CM CENTIMETER(S)
CER CERAMIC
CT CERAMIC TILE
CHBD CHALKBOARD
CHAM CHAMFER
CIR CIRCLE
CIRC CIRCUMFERENCE
CLR CLEAR (ANCE)
CLS CLOSURE
COL COLUMN
COMB COMBINATION
COMPT COMPARTMENT
COMPO COMPOSITION
COMP COMPRESS (ED) (ION)
(IBLE)
CONC CONCRETE
CMU CONCRETE MASONRY
UNIT
CONST CONSTRUCTION
CONT CONTINUOUS OR
CONTINUE
CONTR CONTRACT (OR)
CJ CONTROL JOINT
CPR COOPER
CG CORNER GUARD
CTR COUNTER
CFL COUNTER FLASHING
CS COUNTERSINK
CRS COURSE (S)
CFT CUBIC FOOT
CYD CUBIC YARD
D
DPR DAMPER
DP DAMP PROOFING
DL DEAD LOAD
DEM DEMOLISH, DEMOLITION
DMT DEMOUNTABLE
DEP DEPRESSED
DTL DETAIL
DIAG DIAGONAL
DIAM DIAMETER
DIM DIMENSION
DIV DIVISION
DR DOOR
DA DOUBLE ACTING
DH DOUBLE HUNG
DTA DOVETAIL ANCHOR
DTS DOVETAIL ANCHOR SLOT
DS DOWNSPOUT
D DRAIN
DT DRAIN TILE
DWR DRAWER
DWG DRAWING
DF DRINKING FOUNTAIN
DW DUMBWAITER
ARCHITECT
NAGEL Architects + Engineers 13100 watertown plank road, suite 200 Elm Grove, WI 53122 Phone: 262.641.0746
FAX: 888.600.6207
Contact:Ken Shane E-mail: ken.shane@nagel.us
(HVAC & PLUMBING)
CONSULTANT/ENGINEER
DIEKEMA HAMANN architecture & engineering 15 Ionia SW, Suite 330 Grand Rapids, MI, 49503 CONTACT: Andy Becker Phone: 269-373-1108
(ELECTRICAL)
CONSULTANT/ENGINEER
DIEKEMA HAMANN architecture & engineering 15 Ionia SW, Suite 330 Grand Rapids, MI, 49503 CONTACT: Phil Nicholson Phone: 269-373-1108
GENERAL NOTES:
1. Construction hours may be 6 am to 4:30 pm. However demolition and other loud noise operation must be done after hours. Off hours work is to be coordinated with the COR.
2. For HVAC, design room with air requirements for a Type A Procedure room per FGI guidelines. Include final balancing report.
3. The double doors located at the back of the pharmacy is the only acceptable entracne/exit for construction operations.
4. Construction barriers are required for the entrances of the construction spaces inside of the pharmacy.
AREA OF WORK
ALTERNATE #1: OMIT CLEAN ROOM DIFFUSER REPLACEMENT
ALTERNATE #2: OMIT CLEAN ROOM LIGHT FIXTURE
REPLACEMENT
*** REFER TO BASIS OF DESIGN, PAGE 19 FOR FURTHER
EXPLANATION
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
AD001
RBKS
LOWER LEVEL DEMOLITION &
LIFE SAFETY FLOOR PLAN13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
\0 3_
M od el -D ra w in gs a nd
R ep or ts
-c ur re nt
\0 2_
M od el \1
_D et ro it_
Ph ar m ac y.
bp n 4/
8/
, 1
:0
PM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
D4 GENERAL & KEYNOTES
DEMOLITION KEY NOTES
1 CONSTRUCTION BARRIERS
2 REMOVE AND DISPOSE EXISTING CEILING
3 EXISTING DOORS TO REMAIN, SEE DOOR SCHEDULE FOR
HARDWARE
4 REMOVE AND DISPOSE OF EXISTING WALL AS SHOWN PER AD001
ADD NEW DOOR
5 REMOVE AND DISPOSE EXISTING FLOOR FINISH, PREP FLOOR
FOR NEW FINISHES
A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO
ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.
EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY
CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR &
ARCHITECT PRIOR TO FRAMING.
B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING
BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.
EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES
THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND
EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO REMAIN
SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND
CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE
DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL BE
REPLACED AT NO COST TO OWNER WITH NEW CONSTRUCTION TO
MATCH.
C. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES,
DAMAGED AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED, OR
UTILITY MODIFICATIONS WERE PERFORMED. PROVIDE NEW FINISHES
PER SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO REMAIN TO
PROVIDE A SUITABLE SURFACE FOR NEW FINISHES.
D. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND
SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.
E. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR ARRANGED
WITH THE GC.
F. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS
WHERE NEW WALL SURFACE MEETS EXISTING TO REMAIN.
G. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE
BY THE CONTRACTOR AND REPORTED TO THE ARCHITECT FOR
CONFIRMATION PRIOR TO FRAMING OF WALLS.
H. DIMENSIONS NOTED AS CLEAR OR CL'R ARE FINAL FINISHED WALL
SURFACE TO FINAL FINISHED WALL SURFACE, SEE FINISH SCHEDULE AND
VERIFY FINAL FINISH OF WALL PRIOR TO FRAMING.
I. REMOVE EXISTING FLOOR FINISHES WHERE SCHEDULED TO BE
REPLACED, TO SUB FLOOR
J. SALVAGE EXISTING DOORS AND HARDWARE FOR REUSE, RETURN
EXCESS DOORS AND HARDWARE TO OWNER.
K. SALVAGE EXISTING CASEWORK FOR REUSE, RETURN EXCESS
CASEWORK TO OWNER.
L. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN
EXCESS FIXTURES TO OWNER.
M. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,
EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO OWNER.
N. SALVAGE EXISTING HVAC GRILLES AND LOUVERS FOR REUSE,
RETURN EXCESS TO OWNER.
O. SALVAGE EXISTING OUTLETS AND SWITCHES AND LIGHT FIXTURES
FOR REUSE, ALL ABANDONED WIRE AND CONDUITS SHALL BE REMOVED
BACK TO SOURCE.
SCALE: 1/8'' = 1' - 0''
D1 LOWER LEVEL DEMOLITION PLAN
0 4' 8' 16'
4'-2"
7' -3
CONTRACT LIMIT LINE
CONTRACT LIMIT LINE
LL185
36 SF
LL184A
28 SF LL106
161 SF
LL104
461 SF
LL105
89 SF
LL100A
161 SF
LL100
161 SF
LL184
432 SF
LL186
28 SF
LL103
48 SF
ANTE RM
LL101
426 SF
AIR LOCK
LL102
43 SF
CLL23
CHEMO BUFFER
LL102A
127 SF
I.V. BUFFER
LL101A
144 SF
LL107
92 SF
SCALE: 1/8'' = 1' - 0''
D6 FIRST FLOOR LIFE SAFETY PLAN
0 4' 8' 16'
4'-2"
7' -3
CONTRACT LIMIT LINE
LL185
36 SF
LL184A
28 SF LL106
161 SF
LL104
461 SF
LL105
89 SF
LL100A
161 SF
LL100
161 SF
LL184
432 SF
LL186
28 SF
LL103
48 SF
ANTE RM
LL101
426 SF
AIR LOCK
LL102
43 SF
CLL23
CHEMO BUFFER
LL102A
127 SF
I.V. BUFFER
LL101A
144 SF
LL100A
161 SF
CONTRACT LIMIT LINE
CONSTRUCTION ACCESS DOOR
UNPACKING ROOM
LL107
HAC
LL101B
26 SF
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
D9 LIFE SAFETY LEGEND
FEC
= 3 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)
= 2 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,
PARTITION)
= 2 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)
= 1 HOUR FIRE/SMOKE BARRIER (CHOOSE:WALL, BARRIER,
PARTITION)
= 1 HOUR FIRE BARRIER (CHOOSE:WALL, BARRIER, PARTITION)
= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)
= SMOKE TIGHT BARRIER (CHOOSE:WALL, BARRIER, PARTITION)
= EXIT DISTANCE
= COMMON PATH OF TRAVEL
= EXIT PATH
= FIRE EXTINGUISHER
= EGRESS WIDTH
= SMOKE COMPARTMENT A
= SMOKE COMPARTMENT B
= SMOKE COMPARTMENT C
= EXIT ACCESS CORRIDOR
2'-10"
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
AE101
RBKS
LOWER LEVEL FLOOR PLAN &
REFLECTED CEILING PLAN13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
\0 3_
M od el -D ra w in gs a nd
R ep or ts
-c ur re nt
\0 2_
M od el \1
_D et ro it_
Ph ar m ac y.
bp n 4/
8/
, 1
:0
PM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
LL
7B
LL107A
LL101B
11 10 9
Q
Q.4
Q.5
N
M
8.1 8
SCALE: 1/8'' = 1' - 0''
D1 LOWER LEVEL FLOOR PLAN
0 4' 8' 16'
F1
AE101
4'-2"
7' -3
CONTRACT LIMIT LINE
LL185
36 SF
LL184A
28 SF LL106
161 SF
LL104
461 SF
LL105
89 SF
LL100A
161 SF
LL100
161 SF
LL184
432 SF
LL186
28 SF
LL103
48 SF
ANTE RM
LL101
426 SF
AIR LOCK
LL102
43 SF
CLL23
CHEMO BUFFER
LL102A
127 SF
I.V. BUFFER
LL101A
144 SF
LL100A
161 SF
CONTRACT LIMIT LINE
CONSTRUCTION ACCESS DOOR
UNPACKING ROOM
LL107
HAC
LL101B
26 SF
D4 GENERAL & KEYNOTES
FLOOR PLAN KEY NOTES:
1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS FROM
OCCUPIED AREA OF EXISTING BUILDING.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT
THE JOB SITE.
3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL
SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES SHALL BE
COORDINATED WITH THE OWNER.
4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, ROOF AND WALLS
WHICH REMAIN AFTER ALTERATIONS TO BUILDING HAVE BEEN COMPLETED.
PATCH TO MATCH EXISTING.
5. NEW WORK SHALL MATCH EXISTING WORK U.N.O.
6. INDICATES WALL TYPE. SEE AE601 FOR WALL ASSEMBLY INFORMATION.
7. ALL DRYWALL PARTITIONS SHALL BE TYPE 2, UNLESS NOTED OTHERWISE
8. PROVIDE FIRE TREATED BLOCKING AT MILLWORK AND WALL HUNG
ELEMENTS IN RATED WALLS.
9. GRID LINES SHOWN ARE BASED ON EXISTING CONSTRUCTION PLANS.
10. PROVIDE DUST CONTROL & WALK-OFF MATS AROUND THE CONSTRUCTION
AREA.
1 VENTED HOOD
2 VENTED ENCLOSURE
3 ROOM SIGN SEE AE601
11 10 9
Q
Q.4
Q.5
N
M
8.1 8
SCALE: 1/8'' = 1' - 0''
D6 LOWER LEVEL REFLECTED CEILING PLAN
0 4' 8' 16'
4'-2"
7' -3
8'-0"
8'-0"
CONTRACT LIMIT LINE
REPLACE & REPAIR DRYWALL
CLG WHERE NEEDED & PAINT
TO MATCH EXISTING
LL185
36 SF
LL184A
28 SF LL106
161 SF
LL104
461 SF
LL105
89 SF
LL100A
161 SF
LL100
161 SF
LL184
432 SF
LL186
28 SF
LL103
48 SF
ANTE RM
LL101
426 SF
AIR LOCK
LL102
43 SF
CLL23
CHEMO BUFFER
LL102A
127 SF
I.V. BUFFER
LL101A
144 SF
LL100A
161 SF
CONTRACT LIMIT LINE
14" Ø HOOD EXHAUST
CONSTRUCTION ACCESS DOOR
UNPACKING ROOM
LL107
HAC
LL101B
26 SF
D
D9 RCP LEGEND & NOTES
D
10'-0"
USE LAMP FAVORITES FOR ALL
LITE FIXTURES WITH ARROWS
NEXT TO THEM. THEY ARE LINES
IN THIS VIEW
REFLECTED CEILING GENERAL NOTES
1. WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO
REMAIN, REMOVE EXISTING CEILING SYSTEM AS REQUIRED AND
PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL.
REFLECTED CEILING KEY NOTES
2x4 LIGHT FIXTURE
EXISTING 2x4 LIGHT FIXTURE
2x2 LIGHT FIXTURE
1x4 AIR DIFFUSER
2x2 AIR DIFFUSER
EXISTING 2X2 AIR DIFFUSR
SPEAKER (FINAL QTY & LOCATION BY AUDIO CONTRACTOR
DRYWALL SOFFIT @ HEIGHT NOTED
PROCEDURE LIGHT
NURSE CALL DOME LIGHT
PENDANT LIGHT
RECESSED CAN LIGHT
EXIT SIGN. VERIFY QTY & LOCATION W/ FIRE MARSHALL
CEILING HEIGHT
HEAT LAMP
DIMABLE SWITCH
H
USP 797
PHARMACY UPGRADE
VA MEDICAL CENTER
DETROIT, MICHIGAN
553-07-107
5-16-08
FINAL
APPLIED
ENGINEERING
SOLUTIONS, INC.
8' -0
1'
-0
EQ EQ
LOWER LEVEL
LL INTERSTITIAL SPACE FLOOR
FINISH CEILING
6" BASE
LABORATORY FUME HOOD
SEE SPEC. SECTION 11 53 13
14" Ø SS HOOD EXHAUST
DAMPER SEE MECHANICAL DRAWINGS MH1.1
EL. 100'-0"
EL. 109'-0"
EL. 108'-0"
F7
AE601
F4
AE101
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
NOT TO SCALE
F9 KEY PLAN
SCALE: 3/4" = 1'-0"F4 UNPACKING ROOM LL107, WEST ELEVATION
SCALE: 1/2" = 1'-0"F1 ENLARGED UNPACKING ROOM
SHOWN FOR INTENT
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
AE102
RBKS
LOWER LEVEL INTERSTITIAL
SPACE PLAN13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
\0 3_
M od el -D ra w in gs a nd
R ep or ts
-c ur re nt
\0 2_
M od el \1
_D et ro it_
Ph ar m ac y.
bp n 4/
8/
, 1
:0
PM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
11 10
Q Q.4 Q.5
N
M
8.18
6.5 6
L
K.6
K.2
J.4
J.1 J
H
G
F
E
D.8
D
C
B
7.47.68.28.69.19.49.8 C1
AE103
PROPOSED ROUTE OF
14" Ø SS EXHAUST
DUCT. - SEE
MECHANICAL
DRAWINGS
WALL PENETRATION
FROM INTERSTITIAL
SPACE TO MECHANICAL
ROOM - SEE
MECHANICAL DRAWING
M400
PROPOSED 14" Ø SS
EXHAUST DUCT. DN TO
UNPACKING HOOD -
SEE MECHANICAL
DRAWINGS
SCALE: 1/32'' = 1' - 0''
F7 LOWER LEVEL INTERSTITIAL SPACE FLOOR PLAN
0 16' 32' 64'
E D.8
LOWER LEVEL
100'-0"
LOWER LEVEL INTERSTITIAL SPACE
109'-0"
NEW 14" Ø SS DUCT SEE MECHANICAL DRAWINGS
NEW FIRE & SMOKE
DAMPER - SEE
MECHANICAL
DRAWINGS
MECHANICAL ROOMINTERSTITIAL SPACE
EXISTING DOOR BEYOND
EXISTING RATED CORRIDOR CEILING & STRUCTURE
EXISTING RATED WALL
EXISTING RATED WALL
NEW 14" Ø SS DUCT SEE MECHANICAL DRAWINGS
CORRIDOR
LOWER LEVEL
7.4
LOWER LEVEL
100'-0"
LOWER LEVEL INTERSTITIAL SPACE
109'-0"
FIRST FLOOR
123'-0"
FIRST FLOOR INTERSTITIAL SPACE
132'-0"
SECOND FLOOR
146'-0"
SECOND FLOOR INTERSTITIAL SPACE
155'-0"
THIRD FLOOR
169'-0"
THIRD FLOOR INTERSTITIAL SPACE
178'-0"
FOURTH FLOOR
192'-0"
FOURTH FLOOR INTERSTITIAL SPACE
201'-0"
ROOF
215'-0"
14" Ø SS HOOD EXHAUST
DAMPER - REFER TO
MECHANICAL
DRAWINGS
DAMPER - REFER TO
MECHANICAL
DRAWINGS
DUCT CHASE
14" Ø SS HOOD
EXHAUST
EXISTING CMU WALL
TR
UE
NORTH
PLAN
NORTH
SCALE: 3/8" = 1'-0"E3 INTERSTITIAL SPACE WALL SECTION
SCALE: 1/8" = 1'-0"E2 DUCT CHASE SECTION
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
AE103
RBKS
MECHANICAL ROOM FLOOR
PLANS13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
\0 3_
M od el -D ra w in gs a nd
R ep or ts
-c ur re nt
\0 2_
M od el \1
_D et ro it_
Ph ar m ac y.
bp n 4/
8/
, 1
:0
PM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
10 9 8 77.47.68.28.69.19.49.8
E3
AE102
E2
AE102
'-2
/4
NEW 14" Ø SS DUCT UP
NEW FIRE & SMOKE
DAMPER - SEE
MECHANICAL
DRAWINGS
EXISTING CORRIDOR
BELOW WITH RATED
CEILING & STRUCTURE
ASSUMED 2 HR RATED
WALLSTAIRS
10 9 8 77.47.68.28.69.19.49.8
C1
AE601
'-2
/4
14" Ø SS HOOD EXHAUST UP/DN
DAMPER THROUGH
FLOOR - REFER TO
MECHANICAL
DRAWINGS
STAIRS
10 9 8 77.47.68.28.69.19.49.8
'-2
/4
14" Ø SS HOOD EXHAUST UP/DN
STAIRS
10 9 8 77.47.68.28.69.19.49.8
'-2
/4
14" Ø SS HOOD EXHAUST UP/DN
STAIRS
10 9 8 77.47.68.28.69.19.49.8
'-2
/4
14" Ø SS HOOD EXHAUST UP/DN
14" Ø SS HOOD EXHAUST UP TO ROOF
DAMPER THROUGH
FLOOR- REFER TO
MECHANICAL
DRAWINGS
STAIRS
10 9 8 77.47.68.28.69.19.49.8
14" Ø SS HOOD EXHAUST DN
E
D.8
D
C
B
E
D.8
D
C
B
F7 GENERAL & KEYNOTES
1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS FROM
OCCUPIED AREA OF EXISTING BUILDING.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT
THE JOB SITE.
3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL
SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES SHALL BE
COORDINATED WITH THE OWNER.
4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, ROOF AND WALLS
WHICH REMAIN AFTER ALTERATIONS TO BUILDING HAVE BEEN COMPLETED.
PATCH TO MATCH EXISTING.
5. NEW WORK SHALL MATCH EXISTING WORK U.N.O.
6. INDICATES WALL TYPE. SEE AE601 FOR WALL ASSEMBLY INFORMATION.
7. PROVIDE DUST CONTROL & WALK-OFF MATS AROUND THE CONSTRUCTION
AREA.
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
TR
UE
NORTH
PLAN
NORTH
SCALE: 1/8" = 1'-0"C1 LOWER LEVEL FLOOR PLAN
SCALE: 1/8" = 1'-0"C4 FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"C7 SECOND FLOOR PLAN
SCALE: 1/8" = 1'-0"E1 THIRD FLOOR PLAN
SCALE: 1/8" = 1'-0"E4 FOURTH FLOOR PLAN
SCALE: 1/8" = 1'-0"E7 ROOF FLOOR PLAN
STORAGE FOR USP800
4646 JOHN R. STREET, DETROIT, MI, 48201
AE601
RBKS
DOOR & FINISH SCHEDULES &
DETAILS13100 watertown plank road suite 200 Elm Grove, WI 53122
Nagel Architects Project Number: 19011
100% BID DOCUMENTS 553-20-204
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
N :\P ro je ct s\
1_ D et ro it
VA
R en ov at e Ph ar m ac y
U
SP
\0 3_
M od el -D ra w in gs a nd
R ep or ts
-c ur re nt
\0 2_
M od el \1
_D et ro it_
Ph ar m ac y.
bp n 4/
8/
, 1
:0
PM
John D.
Dingell
VA
Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
35% SCHEMATIC DESIGN SUBMITTAL 11/06/2019
65% DESIGN DEVELOPMENT SUBMITTAL 12/26/2019
95% CONSTRUCTION DOCUMENTS SUBMITTAL 02/18/2020
100% BID DOCUMENTS SUBMITTAL 04/03/2020
SCALE: 1/4'' = 1' - 0''
F9 DOOR & FRAME TYPES
0 2' 4' 8'
F4
AE601
2" AS SCHED. 2"
AS
S
C H
ED
2"
FLUSH
DOOR
TYPE FL
AS
S
C H
ED
U
LE
D
AS
SCHED.
DOOR SCHEDULE ABBREVIATION LIST:
ABBREV. DESCRIPTION
AL ALUMINUM
ALG SEE DOOR TYPES
AN ANODIZED
EXIST EXISTING
FL FLUSH
FLG FLUSH W/ GLASS SEE DOOR TYPES
FRP FIBER GLASS
GL GLASS
HGT HEIGHT
HCWD HOLLOW CORE WOOD
HDWR HARDWARE
HM HOLLOW METAL
HR HOUR
IHM INSULATED HOLLOW METAL DOOR
MATL MATERIAL
OH OVERHEAD, SEE DOOR TYPES
P PREFINISHED
P1 PAINT
QTY QUANTITY OF DOORS IN OPENING
STL STEEL
S&V STAIN & VARNISH
T TEMPERED
TYPE DOOR OR FRAME TYPE
THK THICK / THICKNESS
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
VP VISION PANEL
WD SOLID CORE WOOD
FRAME TYPES
DOOR TYPES
CHECK DETAIL LINKS
IF MARKER MOVED YOU NEED TO CHANGE
MARKER ROTATION TO 180ø
SCALE: 1 1/2'' = 1' - 0''
F7 DOOR HEAD & JAMB DETAIL
0 6'' 12'' 18''
2"
DOOR SWING
HM FRAME
8x8x16 CMU
5/8" GYPSUM BOARD
2 1/2" MTL STUD
2x8 WD BLOCKING
1' -6
" O N
P U
LL
S
ID
E
O F
LA
TC
H O
R
" O N
H
IN
G E
SI
D
E
F1 FINISH NOTES & KEYNOTES
1. FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR
OPENING, U.N.O.
2. VERIFY ELECTRICAL DEVICE AND COVER PLATE COLORS WITH
ARCHITECT PRIOR TO INSTALLATION.
3. ALL FLOOR PREP TO FOLLOW ASTM F710. CONTRACTOR SHALL TEST
SLAB FOR MOISTURE/PH & PROVIDE TEST INFO TO ARCHITECT. ALL
FLOOR PREP MUST BE INCLUSIVE IN CONTRACTOR BID.
FINISH MATERIAL LIST
FLOOR:
SVT-1 SHEET VINYL TILE
BASE:
WSF FLASH COVED BASE
WALLS:
PT-1 PAINT, WHITE,
CEILINGS:
ACT ACOUSTICAL CEILING TILE, 2X2
GWB GYPSUM BOARD CEILING
REMARKS:
R1
SCALE: 1 1/2'' = 1' - 0''
F4 DOOR FRAME DETAIL
0 6'' 12'' 18''
2"
JAMB ANCHOR
DOOR SWING
HM FRAME
GWB PARTITION - SEE
WALL TYPES
(2) 20 GA METAL STUDS
TO STRUCTURE ABOVE
SEALANT @ PERIMETER,
BOTH SIDES
1' -6
" O N
P U
LL
S
ID
E
O F
LA
TC
H O
R
" O N
H
IN
G E
SI
D
E
SCALE: 1'' = 1' - 0''
C4 PARTITION TYPES
0 6'' 1' 2'
4 7/8"
6"
3 1/2" 3 1/8"
5/8" GWB UP TO 6" ABOVE FINISH
CEILING ONE SIDE
FLOOR
3 5/8" METAL STUDS 24" O.C.
(20-GAUGE MIN) UP TO DECK
WITH 3-1/2" ACOUSTICAL BATT
INSULATION
5/8" MOISTURE RESISTIVE
GWB UP TO DECK THIS SIDE
FLOOR/ROOF DECK
ACOUSTICAL SEALANT @ TOP
AND BOTTOM OF WALL. INSTALL
ACOUSTICAL SEALANT AT ALL
WALL PENETRATIONS
2 1/2" METAL C-H STUDS 24"
O.C. (20-GAUGE MIN) UP TO
DECK
FLOOR
(2) 1/2" TYPE X GWB UP TO DECK
FIRE RATED SEALANT @ TOP AND
BOTTOM OF WALL. INSTALL FIRE
RATED SEALANT AT ALL WALL
PENETRATIONS
FLOOR/ROOF DECK
FLOOR
5/8" TYPE X GWB UP TO DECK
FLOOR/ROOF DECK
ACOUSTICAL SEALANT @ TOP (SEAL ALL
VOIDS) AND BOTTOM OF WALL. PROVIDE
SMOKE AND/OR FIRE RATED SEALANT AS
REQ'D WHERE SMOKE PARTITION OR
FIRE/SMOKE BARRIER IS INDICATED ON
LIFE SAFETY PLAN. INSTALL SEALANT AT
ALL WALL PENETRATIONS.
2 1/2" MTL STUD @ 16" O.C. VERT
(1) 1" TYPE X GWB UP TO DECK
PARTITION TYPES GENERAL NOTES:
PARTITION TYPE GENERAL NOTES:
1. SEE ROOM FINISH SCHEDULE FOR BASE AND CEILING
TYPES, HEIGHTS AND LOCATIONS.
2. PROVIDE 3/4" ALLOWANCE FOR DEFLECTION OF
STRUCTURE ABOVE AT ALL FULL HEIGHT WALLS.
3. SEE U. L. MANUAL FOR ADDITIONAL CONSTRUCTION
REQUIREMENTS AT ALL U. L. LISTED WALLS. ALL
PENETRATIONS SHALL COMPLY WITH IBC 712
4. ALL PARTITIONS SHALL EXTEND FULL HEIGHT TO
FLOOR/ROOF DECK UNLESS NOTED OTHERWISE
5" NOM
1" = 1'-0"
METAL STUD PARTITION
SEE ROOM FINISH SCHEDULE
FOR ALL FINISHES.
SEE ROOM FINISH SCHEDULE
FOR ALL FINISHES.
1" = 1'-0"
SHAFT WALL PARTITION (2HR FIRE BARRIER)1
4" NOM
2 HOUR RATED PARTITION
UL# U415
2 FURRED PARTITION
1" = 1'-0"
SEE ROOM FINISH SCHEDULE
FOR ALL FINISHES.
3 1/2" NOM
HACLL100A
SCALE: 1 1/2'' = 1' - 0''
C1 DUCT CHASE PLAN SECTION
0 6'' 12'' 18''
3 1/2" 3 1/2"
14" Ø DUCT
2' -0
2' -0
2'-2"
1'-7"
2' -3
/2
2-1/2" METAL C-H STUD 20 GA; 24" O.C. UP TO DECK
(1) 1" TYPE X GWB UP TO DECK
(2) 1/2" TYPE X GWB UP TO DECK
FIRE SEALANT
1/
2"
8 5/8"
TYPE 1
VA SIGN TYPE IN-04.01
TYPE 1
MOUNTING HEIGHT
NEW CF 38 FOR WHERE
THE FLOOR MEETS THE
WALL, AND USE CF 20
FOR WHERE THE WALLS
TURN THE CORNER
NEW CS-N CAPPING
STRIP
NEW WALL
EXISTING FLOOR
NEW WELDED SHEET
FLOOR
ROOM FINISH SCHEDULE
ROOM NO.
LL100A
LL101B
LL107
ROOM NAME
LL100A
HAC
UNPACKING ROOM
FLOOR
EXIST
SVT-1
SVT-1
BASE
EXIST
WSF
WSF
WALLS
NORTH
PT-1
PT-1
EAST
PT-1
PT-1
SOUTH
PT-1
PT-1
PT-1
WEST
PT-1
PT-1
PT-1
CEILING
MATERIAL
EXIST
GWB
AT-1
HEIGHT
8'-0"
8'-0"
8'-0"
REMARKS
MATCH EXISTING PAINT
SEE NOTE 1
WASHABLE CEILING TILE, SEE NOTE 1
DOOR AND FRAME SCHEULE
NO.
LL101B
LL107A
LL107B
DOOR
SIZE
WD
3'-0"
3'-0"
3'-0"
HGT
7'-0"
7'-0"
7'-0"
THK
0'-1 3/4"
0'-1 3/4"
0'-1 3/4"
MTL
HM
WD
WD
TYPE
FL
EXIST
EXIST
FIN
P1
EXIST
EXIST
GLAZE
FRAME
MTL
HM
HM
HM
TYPE
AL
EXIST
EXIST
FIN
P1
EXIST
EXIST
ASSEMBLY
DETAIL
HEAD
F5
F7
F7
JAMB
F5
F7
F7
SILL
F5
F7
F7
FIRE RATING
45 MIN RATING
45 MIN RATING
HARDWARE
HW-1F
EXIST
EXIST
REMARKS
REINSTALL EXISTING KEYPAD/CARD READER, DOOR CONTACT, AND MAGNETIC LOCKING DEVICE SALVAGED FROM DOOR LL107B
SALVAGE EXISTING KEYPAD/CARD READER, DOOR CONTACT, AND MAGNETIC LOCKING DEVICE FOR INSTALLATION ON DOOR LL107A
SCALE: 1/8" = 1'-0"D4 SIGN TYPES
SCALE: 3" = 1'-0"F6 WELDED SHEET FLOORING DETAIL
E1 ROOM FINISH SCHEDULE E4 DOOR & FRAME SCHEDULE
NOTE 1: SEE F6/AE601 FOR WALL BASE AT SVT-1
| 19011_Detroit_Pharmacy_100%_Arch_Set |
| G-001 COVER SHEET |
| G-001 COVER SHEET |
| AD001 LOWER LEVEL DEMOLITION & LIFE SAFETY FLOOR PLAN |
| AD001 LOWER LEVEL DEMOLITION & LIFE SAFETY FLOOR PLAN |
| AE101 LOWER LEVEL FLOOR PLAN & REFLECTED CEILING PLAN |
| AE101 LOWER LEVEL FLOOR PLAN & REFLECTED CEILING PLAN |
| AE102 LOWER LEVEL INTERSTITIAL SPACE PLAN |
| AE102 LOWER LEVEL INTERSTITIAL SPACE PLAN |
| AE103 MECHANICAL ROOM FLOOR PLANS |
| AE103 MECHANICAL ROOM FLOOR PLANS |
| AE601 DOOR & FINISH SCHEDULES & DETAILS |
| AE601 DOOR & FINISH SCHEDULES & DETAILS |
| 19011_Detroit_Pharmacy_100%_Mech_Set |
| 40 M0.0 |
| 41 MD1.1 |
| 42 MH1.0 |
| 42 MH1.1 |
| 42 MH1.3 |
| 46 M400 |
| 46 M401 |
| 48 ME1.0 |
| 19011_Detroit_Pharmacy_100%_Elec_Set |
| 50 E0.0 |
| 51 EP1.0 |
| 51 EP1.4 |
| 53 EL1.0 |
| 56 E400 |
File details come from the government source that posted it. Updated .