TechTown vision for the first-floor redesign is to create a more open, collaborative environment for entrepreneurs, along with a best-in-class conference center to serve the expanding need for sophisticated and flexible meeting space in this building. My duties on this project include: - Field measurements & existing condition verification. - Project document setup. - Construction documentation & detailing utilizing Revit.

1. EXIST ELEV
NO 1 EXIST STAIR
NO 1
EXIST STAIR
NO 1
7654321 83.6
EXIST STAIR
NO 1
7654321 83.6
EXIST ELEV
NO 1 EXIST STAIR
NO 1
BURROUGHS ST
25'-0" WIDE
TECH TOWN PARKING
50 SPACES
TECH TOWN
440 BURROUGHS ST
CASSAVE
30'-0"WIDE
TECHTOWN DISTRICT
PAST
The New Amsterdam Historic District is a concentration of early twentieth century
industrial buildings associated with Detroit’s booming manufacturing base. A number
of the district’s buildings are fine examples of the reinforced concrete architecture
of Albert Kahn.
TODAY
TechTown, an innovation district in Midtown Detroit, is brimming with potential. The
nonprofit provides entrepreneurs and start-ups in Southeast Michigan with programs
and partnering opportunities. The character of the area itself is unique, featuring
building infrastructure that played an important role in the automotive innovations of
a bygone era that is today rich with opportunity for reuse.
FIRST FLOOR RENOVATION
TECH ONE BUILDING
Interior Renovation
20,638 Square Foot (Scope of Work)
TechTown's vision for the first floor renovation is to create a more,
open, collaborative environment of entrepreneurs, along with the
best in class conference center to serve the expanding need for
sophisticated and flexible meeting space for the TechTown
business as a whole.
The First Floor renovation will open up the interior space by
removing existing partitions and expose the big, beautiful windows
to bring more natural light. The first floor, will host a membership
based co-working space of mobile entrepreneurs.
TechTown Management Office relocation from the second floor to
the first floor is also part of this renovation project.
12-29
January 3, 2012
TechTown First Floor Renovation
440 Burroughs St. - Detroit, MI
TECH ONE
INDEX OF DRAWINGS
Sheet
Number Sheet Name Sheet Issue Date
A1.01 First Floor Plan 02/22/13
A2.02 First Floor Reflected Ceiling Plan 02/22/13
A5.01 Enlarged Plans - PTD SHEET 02/22/13
A5.02 Enlarged Plans - PTD SHEET 02/22/13
A5.03 Enlarged Plans 02/22/13
A5.05 Interior Elevations - PTD SHEET 02/22/13
A5.06 Interior Elevations - PTD SHEET 02/22/13
A5.08 Interior Elevations 02/22/13
A5.09 Interior Elevations 02/22/13
A5.10 Interior Sections 02/22/13
A5.11 3-D Interior Views 02/22/13
A6.01 Wall Types + Interior Plan Details 02/22/13
A6.02 Interior Details 02/22/13
A6.03 Interior Details 02/22/13
A6.05 Millwork Details - PTD SHEET 02/22/13
A6.06 Millwork Details - PTD SHEET 02/22/13
A7.01 Door Schedule 02/22/13
A8.01 Finish Plan - PTD SHEET 02/22/13
A8.02 Finish Schedule - PTD SHEET 02/22/13
A8.03 Furniture Plan - PTD SHEET 02/22/13
FP1-01-01 Fire Projection Floor Plan - Level 1 02/22/13
M00-00-01 Mechanical General - Legends + Abbriviations 02/22/13
M00-00-02 Mechanical Specifications 02/22/13
MD1-01-01 Mechanical Demolition Floor Plan - Level 1 02/22/13
MH1-01-01 Mechanical HVAC Floor Plan - Level 1 02/22/13
MH7-00-01 Mechanical Schedules + Details 02/22/13
MP1-01-01 Mechanical Piping Floor Plan - Level 1 02/22/13
MP1-01-02 Mechanical Plumbing Floor Plan - Level 1 02/22/13
SET ISSUED FOR:
QUALITY REVIEW 1/18/2013
PERMIT / BIDS 2/22/2013
AD1.01 First Floor Demolition Plan 02/22/13
AD1.02 Temporary Construction Plan 02/22/13
AD2.01 First Floor Demolition Reflected Ceiling Plan 02/22/13
AD3.01 Demolition Photos 02/22/13
AD3.02 Demolition Photos 02/22/13
AG.01 Cover + Index 02/22/13
AG.02 Code Summary + Egress Plan 02/22/13
AG.03 Reference Symbols + Abbreviations 02/22/13
E00-00-01 Electrical Legend + General Notes 02/22/13
E00-00-02 Electrical Specifications 02/22/13
ED1-01-01 Electrical Demolition Floor Plan- Level 1 02/22/13
EL1-01-01 Electrical Lighting Floor Plan - Level 1 02/22/13
EL5-00-01 Electrical Lighting Details 02/22/13
EL7-00-01 Electrical Lighting Schedules 02/22/13
EL7-00-02 Electrical Lighting Schedules 02/22/13
EP1-01-01 Electrical Power Floor Plan- Level 1 02/22/13
EP6-00-01 Electrical One- Line Diagram 02/22/13
EP7-00-01 Electrical Panel Board Schedules 02/22/13
EP7-00-02 Electrical Panel Board Schedules 02/22/13
EY1-01-01 Electrical Auxiliary System Floor Plan - Level 1 02/22/13
S-1.01 Partition Support Framing Plan + Details 02/22/13
440 BURROUGHS
TECH ONE BUILDING
5 Story
Reinforced Concrete Building
Build in 1929
Designed by Albert Kahn
Originally the G. A. Richards Oakland Company Service Department , now
Tech One Building and home of TechTown innovative business incubator
and acceleration center.
This is a historically designated building contract architect for original
Albert Kahn building documents and State Historical Preservation Office
documents, if required.
PROJECT NUMBER:
DATE:
PROJECT CONTACTS:
Phoenix Contractors, Inc
2111 Golfside
Ypsilanti, Michigan 48197
p 734 487 9640 f 734 487 1252
www.phoenixco.biz
CONSTRUCTION MANAGER:
ISSUED FOR:
SITE MAP:LOCATION MAP:PROJECT DESCRIPTION:
TechTown
440 Burroughs Street
Detroit, Michigan 48202
p 313 921 9340 f 313 921 0986
www.techtownwsu.org
OWNER:
Ghafari Associates LLC.
17101 Michigan Ave.
Dearborn, MI 48126
p 313 441 3000 f 313 441 1545
www.ghafari.com
MECHANICAL ELECTRICAL + PLUMBING:
Patrick Thompson Design, Inc.
486 West Milwaukee, Suite 100C
Detroit, MI 48201
p 313 820 3268
www.patrickthompsondesign.com
INTERIOR DESIGNER:
Centric Design Studio, LLC
440 Burroughs Street, No. 170
Detroit, Michigan 48202
p 313 486 1908 f 313 216 2777
www.centricdesignstudio.com
ARCHITECT:
JMS Engineering Services, LLC
32401 West 8 Mile, Suite 2-5
Livoinia, MI 48152
p 313 399.2932
STRUCTURAL ENINEERING:
INDEX OF DRAWINGS

2. UP
UP
UPDN
G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
1 8
H
A
A.8
3.6
G.5
TECH TOWN
MANAGEMENT
103
EVENT
SPACE 1
126
EVENT
SPACE 2
125
VESTIBULE
101
KRESGE
CONNECT VIDEO
CONFERENCING
108
TRAINING/ACCELERATION
112
STORAGE B
120
STORAGE A
107
ELEC
109
N.I.C
N.I.C
71'-8"
97'-10"
130'-2"
BUILDING CODE SUMMARY
BUILDING AREA
(PARA 502.1
BUILDING USE GROUP
(CHAPTER 3)
MIXED USE
(TABLE 302.3.2 & PARA 302.3
TYPE OF CONSTRUCTION
(CHAPTER 6)
FIRE SUPPRESSION REQUIRED
(SECTION 903)
ALLOWABLE BUILDING HEIGHT
(TABLE 503)
HEIGHT MODIFICATIONS
(SECTION 504)
TABULAR FLOOR AREA PER STORY
(TABLE 503)
ACTUAL FLOOR AREA PER STORY
(GROSS FLOOR AREA PARA 502.1)
TOTAL AREA
OCCUPANT LOAD PER STUDY
(TABLE 1004.1.2
TOTAL OCCUPANT LOAD
MAXIMUM LENGTH OF EXIT TRAVEL
(TABLE 1015.1)
MAXIMUM LENGTH OF DEAD END CORRIDOR
(PARA 1016.3)
CAPACITY OF EGRESS COMPONENTS
EXIT ACCESS CORRIDORS
(TABLE 1005.1 & PARA 1016.2)
STAIRWAYS
(TABLE 1005.1 & PARA 1009.1)
RAMPS
(TABLE 1005.1 & PARA 1010.5.1)
DOORS
(TABLE 1005.1 & PARA 1006.1.1)
FIRE RESISTANCE RATINGS OF EGRESS COMPONENTS
CORRIDORS
(TABLE 1016.1 & PARA 1016.1)
EXIT PASSAGEWAYS
(PARA 1020.3)
STAIR SHAFTS
(PARA 1019.1)
HORIZONTAL EXITS
(PARA 1021.2)
AREA OF REFUGE
(PARA 1007.6.2)
FIRE RESISTANCE RATING OF SEPARATIONS
SHAFTS - OTHER THAN STAIRS
(PARA 707.4)
ATRIUMS
(PARA 404.5)
FURNACE ROOMS OVER 400,000 BTU
(TABLE 302.1.1)
BOILER ROOMS OVER 15 PSI & 10 HP
(TABLE 302.1.1)
STORAGE ROOMS OVER 100 SF
(TABLE 302.1.1)
WASTE AND LINEN COLLECTION ROOMS
(TABLE 302.1.1)
FIRE WALLS
(TABLE 705.4)
EXTERIOR WALLS
(TABLE 602)
FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS
INTERIOR AND EXTERIOR
BEARING WALLS,
COLUMNS, BEAMS,
GIRDERS, TRUSSES, AND
ARCHES (TABLE 601)
SUPPORTING MORE THAN ONE FLOOR,
COLUMNS OR OTHER BEARING WALLS
SUPPORTING ONE FLOOR ONLY
SUPPORTING A ROOF ONLY
28,425 SQ. FT.
B
0 HOUR
TYPE 2B
YES
3 STORIES
N/A
23,000
YES
TOTAL AREA 69,690 SQ. FT./FLOOR ALLOWABLE
SEE EGRESS OCCUPANT LOAD TABLE
SEE EGRESS OCCUPANT LOAD TABLE
300 FEET
50 FEET
0.15 INCHES/OCCUPANT
0.2 INCHES/OCCUPANT
N/A
0.15 INCHES/OCCUPANT
0 HOUR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0 HOUR
N/A
2 HOUR
0 HOUR
0 HOUR
0 HOUR
0 HOUR
20,638 SQ. FT. AREA OF SCOPE OF WORK
MIXED USE - BUSINESS, ASSEMBLY & STORAGE UNIT
302.3.1 NON SEPARATED USES
FULLY SPRINKLED BUILDING - EXISTING
1 STORY - 20 FEET
200% INCREASE FOR SPRINKLED BUILDING
INCREASE TO 69,690 SQ. FT.
WITH SPRINKLER SYSTEM
WITH SPRINKLER SYSTEM
2 EXITS REQUIRED - 3 PROVIDED
32' MIN.
EXISTING STAIRS
508.4 TABLE
MIXED USE - BUSINESS & STORAGE USE GROUPS
SEPARATION REQUIREMENTS
EXISTING WALLS
INTERIOR LOAD BEARING WALLS (0 HOUR)
ALL INTERIOR WALL
MICHIGAN BUILDING CODE 2009 EDITION
(UNLESS OTHERWISE NOTED)
MEANS OF EGRESS OCCUPANT LOAD (TABLE 1004.1.1)
OCCUPANCY
BUSINESS (B)
SQUARE FEET OF FLOOR AREA PER OCCUPANT
100 NSF / OCCUPANT
BUILDING FLOOR AREA FOR USE
20,638 SQUARE FEET
OCCUPANT LOAD
270 OCCUPANTS
PLUMBING FIXTURE COUNT
MICHIGAN BUILDING CODE 2009 EDITION
(UNLESS OTHERWISE NOTED)
USE GROUP POPULATION = BUSINESS (B)
NUMBER REQUIRED (TABLE 403.1):
W/C: 1/XX OCC
LAV: 1/XX OCC
NUMBER PROVIDED
JANITOR'S CLOSETS
DRINKING FOUNTAINS
WATER CLOSETS
MALE
2
WC: 1/25 OCC
FOR FIRST 50
WC: 1/50 FOR
REMAINING
4 EXISTING
1 SERVICE SINK REQUIRED
1 SERVICE SINK PROVIDED
1 PER 100 (B) 2 DRINKING FOUNDATIONS REQUIRED
2 DRINKING FOUNDATION EXISTING
FEMALE
2
WC: 1/25 OCC
FOR FIRST 50
WC: 1/50 FOR
REMAINING
4 EXISTING
URINALS
SEE NOTE 1
1
UNISEX MALE
2
LAV: 1/40 OCC
FOR FIRST 50
WC: 1/80 FOR
REMAINING
4
FEMALE
3
LAV: 1/40 OCC
FOR FIRST 50
WC: 1/80 FOR
REMAINING
4
UNISEX
LAVATORIES BATHTUBS/SHOWERS
MALE
N/A
FEMALE
N/A
1 HOUR FIRE SEPARATION
2 HOUR FIRE SEPARATION
EXIT
EGRESS TRAVEL DISTANCE
AREA OF WORK
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:37:58PM
AG.02
Code Summary +
Egress Plan
02/22/13
C.M/ C.B.
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/16" = 1'-0"A5.05
1 EGRESS PLAN
1/18/2013 QUALITY REVIEW
CODE SUMMARY
BUILDING: MICHIGAN BUILDING CODE 2009, WHICH INCLUDES MICHIGAN BARRIER-FREE DESIGN RULES
MECHANICAL: MICHIGAN MECHANICAL CODE 2009
PLUMBING: MICHIGAN PLUMBING CODE 2009
ELECTRICAL: MICHIGAN ELECTRICAL CODE 2009, NEC
ENERGY: 2009 MICHIGAN UNIFORM ENERGY CODE
ZONING:
PER CITY OF DETROIT ZONING ORDINANCE
M3 GENERAL INDUSTRIAL DISTRICT 103.0000
RESEARCH OR TESTING LABORATORIES + BUSINESS PERMITTED AS MATTER OF RIGHT
USE GROUP "B"
NOTE TO CONTRACTORS
EXIST RESTROOMS TO REMAIN. RESTROOMS
NOT IN CONTRACT SCOPE FOR THIS
PROJECT. NO CHANGES ARE REQUIRED
2/22/2013 PERMITS/BIDS
Date: Submitted for:

3. AB ANCHOR BOLT
ABR ABRASIVE
ABV ABOVE
AC ACOUSTIC/ACOUSTICAL
A/C AIR CONDITIONING
ACC ACCESS
ACH AIR CONDITIONING UNIT
ADD ADDENDUM
ADDN ADDITION
ADDNL ADDITIONAL
ADH ADHESIVE
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM/AL ALUMINUM
AMP AMPERE
AMT AMOUNT
ANCH ANCHOR
& AND
ANOD ANODIZED
AP ACCESS PANEL
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT/ARCHITECTURAL
ASPH ASPHALT
ASSY ASSEMBLY
@ AT
AUTO AUTOMATIC
AVG AVERAGE
B/B BACK TO BACK
BBD BULLETIN BOARD
BD BOARD
BETW BETWEEN
BF BARRIER FREE
BIT BITUMINOUS
BJF BITUMINOUS JOINT FILLER
BLDG BUILDING
BLK BLOCK/BLOCKING
BLVD BOULEVARD
BM BEAM/BENCHMARK
BOT BOTTOM
BPL BASE PLATE
BR BEDROOM/BRASS/BULLET RESISTANT
BRG BEARING
BRK BRICK
BRL BEARING PLATE
BS BOTH SIDES
BSMT BASEMENT
BTU BRITISH THERMAL UNIT
BULL BULLETIN
BUR BUILT-UP ROOF
BW BOTH WAYS
CA COMPRESSED AIR
CAB CABINET
CAT CATALOG NUMBER
CB CATCH BASIN/CHALKBOARD
C/C CENTER TO CENTER
CCTV CLOSED CIRCUIT TELEVISION
CEM CEMENT
CER CERAMIC
CF CUBIC FEET
CFL COUNTER FLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH COAT HOOK
CI CAST IRON
CIP CAST IRON PIPE/CAST IN PLACE
CIR CIRCLE/CIRCULAR
CJ CONTROL JOINT
CL CENTERLINE/CLASS
CLG CEILING
CLL CONTRACT LIMIT LINE
CLOS CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNL CHANNEL
CNTR COUNTER
CO CLEAN OUT/COMPANY
COL COLUMN
COMP COMPOSITION/COMPOSITE
CONC CONCRETE
COND CONDUIT
CONF CONFERENCE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUE/CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR/CORRUGATED
CP CONTROL PANEL
CPL CEMENT PLASTER
CSK COUNTERSINK
CTR CENTER/CENTERED
CUH CABINET UNIT HEATER
CW COLDWATER
CY CUBIC YARD
CYC CYCLES
CYL CYLINDER
D DEEP/DEPTH
DA DOUBLE ACTING
DB DECIBEL
DBL DOUBLE
DES DESIGN
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIA DIAMETER
DIAG DIAGONAL
DIFF DIFFUSER
DIM DIMENSION
DISC DISCONNECT
DISP DISPENSER/DISPOSAL
DIV DIVIDER/DIVISION
DL DEAD LOAD
DN DOWN
DO DITTO
DP DAMPPROOFING
DR DOOR/DRAIN/DINING ROOM
DRN DRAIN
DS DOWN SPOUT
DT DRAIN TILE
DUP DUPLICATE
DW DISHWASHER
DWG DRAWING
E EAST
EA EACH
EB EXPANSION BOLT
EC ELECTRICAL CONTACTOR/EXPOSED CONSTRUCTION
E/E END TO END
EE EACH END
EF EACH FACE/EXHAUST FAN
EG EXHAUST GRILLE
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
EJF EXPANSION JOINT FILLER
EL/ELEV ELEVATION/ELEVATOR
ELAST ELASTOMERIC
ELEC ELECTRIC/ELECTRICAL
EMER EMERGENCY
ENCL ENCLOSURE/ENCLOSED
ENTR ENTRANCE/ENTRY
EP ELECTRICAL PANEL
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EQ EQUAL/EQUIVALENT
EQUIP EQUIPMENT
ER EXHAUST REGISTER
ESC ESCALATOR
EST ESTIMATE
ETC ETCETERA
EW EACH WAY
EWC ELECTRIC WATER COOLER
MT METAL THRESHOLD
MTD MOUNTED
MTG MEETING
MTL METAL/METTALIC
MTL WP METALLIC WATERPROOFING
MULL MULLION
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NIC NOT IN CONTRACT
NO or # NUMBER
NOM NOMINAL
NOR NORMAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OA OUTSIDE AIR/OVERALL
OBGL OBSCURE GLASS
OC ON CENTER
OD OUTSIDE DIAMETER/OUTSIDE DIMENSION
OF OUTSIDE FACE DIMENSION
OFF OFFICE
OH OPPOSITE HAND/OVERHEAD
O/O OUT TO OUT
OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED
OPER OPERATOR/OPERATION
OPG OPENING
OPP OPPOSITE
ORIG ORIGINAL
ORN ORNAMENTAL
OZ OUNCE
PA PUBLIC ADDRESS
PASS PASSAGE/PASSENGER
PBD PARTICLE BOARD
PC PIECE/PIECES/PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCP PRECAST CONCRETE PANEL
PE PASSANGER ELEVATOR
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PAGE
PKG PARKING
PL PLATE/PROPERTY LINE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLWD PLYWOOD
PNL PANEL
POL POLISHED
PORT PORTABLE
POS POSITION/POSITIVE
PR PAIR
PREFAB PREFABRICATED
PRL PARALLEL
PROJ PROJECT/PROJECTION
PROP PROPERTY/PROPOSED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT/PAINT
PTD PAINTED
PTN PARTITION
PVG PAVING
PVC POLYVINYLCLORIDE
PVMT PAVEMENT
QTY QUANTITY
QTR QUARTER
EX EXPOSED
EXC EXCAVATED
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F DEGREES FAHRENHEIT
FA FIRE ALARM
FAB FABRICATED
FACP FIRE ALARM CONTROL PANEL
FAS FASTENER
FD FLOOR DRAIN
FDAPR FIRE DAMPER
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
F/F FACE TO FACE/FINISH TO FINISH
FFE FINISH FLOOR ELEVATION
FF&E FIXTURES, FURNISHINGS AND EQUIPMENT
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIG FIGURE
FIN FINISH/FINISHED
FIN FLR/FF FINISH FLOOR
FIXT FIXTURE
FLASH FLASHING
FLG FLOORING/FLASHING/FLANGE
FLR FLOOR
FLUOR FLUORESCENT
FPM FEET PER MINUTE
FPR FIREPROOF/FIREPROOFING
FR FIRE RETARDANT
FRM FRAME
FS FULL SIZE
FT FEET/FOOT
FTG FOOTING
FTP FULLY TEMPERED
FTR FINNED TUBE RADIATION
FURN FURNISH/FURNISHED
FURR FURRING/FURRED
FUT FUTURE
FVC FIRE VALVE CABINET
FVS FIRE VALVE STATION
G GAS
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GENL GENERAL
GF GROUND FACE
GFRC GLASS FIBER REINFORCED CONCRETE
GL GLASS/GRID LINE
GND GROUND
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HIGH
HB HOSE BIBB
HC HOLLOW CORE
HD HEAVY DUTY
HDWD HARDWOOD
HDWE HARDWARE
HEX HEXAGON
HHWR HEATING HOT WATER RETURN
HHWS HEATING HOT WATER SUPPLY
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT/HORSE POWER/HIGH PRESSURE
HR HOUR
HS HEAT STRENGTHENED
HT HEIGHT
HTG HEATING
HTR HEATER
H/V HEATING AND VENTILATION
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HVC HOSE VALVE CABINET
HW HOT WATER
HWH HOT WATER HEATER
ID IDENTIFICATION/INSIDE DIAMETER
IE INVERT ELEVATION
IN or " INCH/INCHES
INCAND INCANDESCENT
INCL INCLUDE/INCLUDING
INFO INFORMATION
INSUL INSULATATE/INSULATION
INT INTERIOR/INTERNAL
INTER INTERMEDIATE
INV INVERT
IS INSIDE
JB JUNCTION BOX/JOINT BACKER
JC JANITOR CLOSET
JF JOINT FILLER
JR JUNIOR
JST JOIST
JT JOINT
K KIP (1000#)
KD KNOCK DOWN
KIT KITCHEN
KO KNOCK OUT
KP KICK PLATE
LAB LABORATORY
LAM LAMINATE/LAMINATED
LAV LAVATORY
LEV LEVEL
LF LINEAR FEET/FOOT
LG LONG
LH LEFT HAND
LHRB LEFT HAND REVERSE BEVEL
LIN LINEAR DIFFUSER
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LP LIGHTING PANEL/LOW POINT
LSF LIGHT GAUGE STEEL FRAMING
LT LIGHT/LAUNDRY TRAY
LTG LIGHTING
LV LOW VOLTAGE
LW LIGHT WEIGHT
LWC LIGHT WEIGHT AGGREGATE CONCRETE
MACH MACHINE
MAINT MAINTENANCE
MAS MASONRY
MATL MATERIAL
MAU MAKE-UP AIR UNIT
MAX MAXIMUM
MC MEDICINE CABINET/MECHANICAL CONTRACTOR
MCC MOTOR CONTROL CENTER
MDOT MICHIGAN DEPARTMENT OF TRANSPORTATION
MDS METAL DIVIDER STRIP
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MES METAL EDGE STRIP
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MI MISCELLANEOUS IRON
MIN MINIMUM
MISC MISCELLANEOUS
MK MARK
ML METAL LATH
mm MILLIMETER
MO MASONRY OPENING
MOD MODEL/MODULE
MOV MOVEABLE
R RISER
RAD or R RADIUS
RAG RETURN AIR GRILLE
RC RAIN CONDUCTOR
RCP REFLECTED CEILING PLAN
RD ROAD/ROOF DRAIN
REBAR REINFORCEMENT BAR
REC RECESS
RECV RECEIVE/RECEIVING
REF REFER/REFERENCE
REFL REFLECTIVE/REFLECTED
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCED
CONCRETE/REINFORCE/REINFORCEMENT
REM REMOVE/REMOVABLE
REQD REQUIRED
RET RETURN
REV REVISED/REVISION
RFG ROOFING
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RS ROOF SUMP
RTU ROOF TOP UNIT
RV ROOF VENTILATION
RWC RAIN WATER CONDUCTOR
S SOUTH/STORM/SINK
SA SUPPLY AIR
SAG SUPPLY AIR GRILLE
SAN SANITARY
SAR SUPPLY AIR REGISTER
SB SOIL BEARING
SC SOLID CORE
SCHED SCHEDULE
SD SUPPLY DUCT/DIFFUSER
SECT SECTION
SF SQUARE FEET/SQUARE FOOT/SUPPLY FAN
SHR SHOWER
SHT SHEET
SIM SIMILAR
SNT SEALANT
SOG SLAB ON GRADE
SP SPACING
SPEC SPECIFICATION
SPKLR SPRINKLER
SPKR SPEAKER
SQ SQUARE
STAG STAGGERED
STC SOUND TRANSMISSION CLASS
SS SERVICE SINK
SST STAINLESS STEEL
ST STREET
STD STANDARD
STIFF STIFFENER
STL STEEL
STM STEAM
STOR STORAGE
STRL STRUCTURAL
SUB SUBSTATION
SUPP SUPPORT
SURF SURFACE/SURFACING
SUSP SUSPEND/SUSPENSION
SW SWITCH
SYM SYMBOL/SYMMETRICAL
SYS SYSTEM
T THERMOSTAT/TREAD
T/ TOP OF
TAN TANGENT
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TB TEST BOARING/TOWEL BAR
TBD TACKBOARD/TO BE DETERMINED
TD TRENCH DRAIN
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE/TEMPORARY/TEMPERED
THK THICK/THICKNESS
THR THRESHOLD
THRU THROUGH/THROUGHOUT
TOS TOP OF STEEL/TOP OF SLAB
TP TANGENT POINT
TRAN TRANSOM/TRANSFORMER
TS TUBE SECTION/TUBE STEEL/THICKENED SLAB
TV TELEVISION
TW THROUGH WALL
TYP TYPICAL
UC UNDERCUT
UG UNDERGROUND
UH UNIT HEATER
UL UNDERWRITER'S LABORATORY
ULT ULTIMATE
UNEX UNEXCAVATED
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
USGS UNITED STATES GEOLOGICAL SURVEY
VAC VACUUM
VAR VARIABLE/VARIES
VCP VITRIFIED CLAY PIPE
VENT VENTILATE/VENTILATION
VERT VERTICAL/VERTICALLY
VEST VESTIBULE
VIF VERIFY IN FIELD
VIT VITREOUS
VOL VOLUME
VR VAPOR RETARDER
VTR VENT THRU ROOF
W WIDE/WIDTH/WEST/WASTE/WATTS
W/ WITH
WC WATER CLOSET
WCAB WALL CABINET
WD WOOD
WH WALL HYDRANT
WL WORKING LINE
WM WATER METER
WO WINDOW OPENING
W/O WITHOUT
WP WATERPROOFING/WATERPROOF/WEATHERPROOF
WP WORKING POINT
WR WASTE RECEPTICLE/WATER RESISTANT
WSCT WAINSCOT
WT WEIGHT/WATERTIGHT
W/W WALL TO WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WGL WIRE GLASS
YD YARD
YP YIELD POINT
YR YEAR
YS YIELD STRENGTH
101
1 View Name
1/8" = 1'-0"A101
A101
2
3
4
1
0
Room
name
101
Name
Elevation
A101
1
DESCRIPTION STARTS AT WALL SURFACE
DESIGNATED
WALL CONSTRUCTION TYPE NUMBER
AS SEEN ON WALL TYPE SHEET.
1
A-101.01
MATCH LINE
A-102.01
A-101.01
MATCH LINE
A-102.01
SHEET IDENTIFICATION
NUMBER (INDICATES SHEET
NUMBER OF DRAWING)
SHEET IDENTIFICATION NUMBER
(INDICATES SHEET NUMBER
WHERE DRAWN)
0
SHEET IDENTIFICATION
(INDICATES SHEET WHERE DRAWN)
IDENTIFICATION
NUMBER (NUMBER
ON SHEET WHERE
DRAWN)
SHEET IDENTIFICATION
(INDICATES SHEET
WHERE DRAWN)
COLUMN IDENTIFICATION FOR
EXISTING CONSTRUCTION
COLUMN IDENTIFICATION FOR
NEW CONSTRUCTION
SHEET IDENTIFICATION
DETAIL & ENLARGED PLAN LOCATION INDICATION
SECTION INDICATION
SIMILAR TO IDENTIFIED DETAIL
ELEVATION INDICATION
COLUMN INDICATION
NORTH INDICATION
REVISION IDENTIFICATION
DIMENSION LINE IDENTIFICATION
REVISION CLOUD IDENTIFICATIONDOOR IDENTIFICATION
OPENINGS (DOOR & BORROWED LIGHT) SHALL
REPEAT ROOM NUMBER ASSIGNED TO ROOM.
MULTIPLE OPENINGS TO ROOM SHALL REPEAT
ROOM NUMBER WITH A POSTSCRIPT LETTER FOR
EACH ADDITIONAL OPENING REQUIRED.
101 / 101A / 101B FOR NUMBER NEEDED
ROOM NAME AND NUMBER IDENTIFICATION
IDENTIFICATION NUMBER
(NUMBER ON SHEET
WHERE DRAWN)
SHEET IDENTIFICATION
(INDICATES SHEET
WHERE DRAWN)
WINDOW IDENTIFICATION
WALL IDENTIFICATION
CEILING HEIGHT IDENTIFICATION
LEVEL INDICATION
INDICATES
DIRECTION OF VIEW
DESCRIPTION STARTS AT WALL SURFACE
DESIGNATED
MATCHLINE IDENTIFICATION
REFERENCE SYMBOLS
8'-0"
1
A101
1i
1t
0' - 2"
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:38:19PM
AG.03
Reference Symbols +
Abbreviations
02/22/13
CM
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
Date: Submitted for:
2/22/2013 PERMITS/BIDS

4. UP
TectonicCopyright2007
UP
UP
DN
T
T
T
T
T
UP
UP
G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
1 8
H
A
A.8
3.6
G.5
EXIST
MAINTENANCE
OFFICE
EXIST
LOADING
DOCK
EXIST
STORAGE
EXIST
STORAGE
EXIST ELEV
MACHINE
ROOM
EXIST ELEV
NO 3
EXIST STAIR
NO 3
EXIST
CORRIDOR
EXIST
GENERATOR
ROOM
EXIST BOILER
ROOM
EXIST ELEV
NO 1 EXIST STAIR
NO 1
EXIST MEN
EXIST WOMEN
EXIST
JC
EXIST STAIR
NO 2
EXIST ELEV
NO 2
EXIST
VESTIBULE
EXIST FIRE
PUMP ROOM
EXIST IT
EXIST
STORAGE
EXIST
STORAGE
EXIST CONF
EXIST
OFFICE
EXIST PRE FUNCTION
EXIST
MAILBOXES
EXIST CONF
EXIST CONF EXIST CONF EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST CAFE
EXIST SERVICE
EXIST
KITCHENEXIST COPY
ROOM
EXIST OPEN
OFFICE
EXIST
SERVICE/
SECURITY
DESK
EXIST OFFICE
EXIST OFFICE
EXIST
STORAGE
EXIST OFFICE
EXIST
CORRIDOR
EXIST LUNCH
EXIST MECH
EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST CONF
EXIST CONF
EXIST
STORAGE
EXIST
STORAGE
EXIST
STORAGE EXIST OFFICE
EXIST OFFICE
EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST OPEN
OFFICE
EXIST OFFICE
EXIST
UNISEX
EXIST
OFFICE
EXIST OFFICEEXIST OFFICE
EXIST
CORRIDOR
EXIST
VESTIBULE
EXIST
MAINTENANCE
OFFICE
EXIST
KITCHENETTE
EXIST
MAILBOXES
EXIST MECH
EXIST OFFICE
150'-0"
30' - 6" 31' - 0" 10' - 7" 9' - 11" 33' - 0" 20' - 6" 33' - 0" 20' - 0"
188' - 6"
10'-8"2'-8"1'-2"6'-6"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"6'-0"6'-2"8'-6"
1
1
11
8
1
1
10
1 10
1
10
1
8
1 1 1
1
1
1
1
1
8
11
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
11
1
1
8 1
1
1
1
1
1
1
1
1
1
1 1 1
1
1
8
1
8
1
8
1
3
1
1
1
8
1
1
11
1
1
1
1
1
1
11
1
1
1
1
1
1
1
11
1
1
2
9
1
1
1
3
1
8
11
1
1111
11
12
VIF
3'-0"
1
14
13
13 13
3
3 33
3
13
13
13
13
13
EXISTING MILLWORK
AND SINK TO REMAIN
11
8
16
A5.09 13
EXISTING CHASE
TO REMAIN
19 18
19
19
EXISTING TO BE REMOVED
EXISTING TO REMAIN
EXISTING FLOOR FINISH TO BE REMOVED
NIC - NOT IN CONTRACT
DEMOLITION - LEGEND
ALL WALLS, CEILINGS, DOORS AND FLOOR FINISHES
SHALL BE REMOVED UNLESS NOTED OTHERWISE OR
SHOWN AS REMAINING.
SEE MECH AND ELEC DEMO DRAWINGS FOR ADDITIONAL
DEMO WORK AND FOR SERVICES THAT MUST REMAIN
ACTIVE.
SAWCUT AND REMOVE FLOOR SLAB AS REQUIRED FOR
UTILITIES. COORDINATE WITH MECH AND ELEC DRAWINGS.
PATCH AND REPAIR ALL EXISTING MATERIALS
TO REMAIN AS NEEDED WHERE REMOVAL OF EXISTING
CONSTRUCTION OR WHERE THE REQUIRED OF NEW
CONSTRUCTION, ALTERS THE EXISTING MATERIALS.
DEMO DRAWINGS SHOW GENERAL INTENT AND AREA.
EXACT EXTENT IS TO BE DETERMINED BY FIELD
VERIFICATION AND COORDINATION WITH THE CONTRACT
DOCUMENTS. REFER TO PROJECT MANUAL FOR
ADDITIONAL REQUIREMENTS. ALL CONDITIONS SHALL
BE FIELD VERIFIED DURING BID PROCESS. NOTIFY
ARCHITECT AND/OR CONSTRUCTION MANAGER OF ALL
CONDITIONS AFFECTING INTENT OF NEW CONSTRUCTION.
ALL DOOR HARDWARE TO BE REMOVED AND SALVAGED.
TURN OVER TO OWNER'S REPRESENTATIVE UPON
COMPLETION OF DEMOLITION PHASE.
ALL ITEMS TO REMAIN SHALL BE CLEANED, INSPECTED
AND VERIFIED OF WORKING ORDER. NOTIFY ARCHITECT /
ENGINEER AND OWNER'S REPRESENTATIVE IF ANY ITEM
IS NOT IN WORKING ORDER.
CONTRACTOR TO LOCATE ON SITE INDIVIDUAL DUMPSTER
FOR RECYCLE DEMOLITION ITEMS PER N.I.H. REGULATIONS.
COORDINATE FINAL LOCATIONS WITH OWNER'S
REPRESENTATIVE.
EXISTING FIRE EXIT SIGNS, STROBES, HORNS,
SPEAKER AND SMOKE DETECTORS. SEE ARCHITECTURAL +
ELECTRICAL DRAWINGS.
CONTRACTOR TO REMOVE ALL FURNITURE, FILE CABINETS
AND STORAGE UNITS UNLESS OTHERWISE NOTED.
CONTRACTOR TO REMOVE ALL ART WORK, SIGNAGE,
MARKER BOARDS, TACK BOARDS, PROJECTION SCREENS
AND CLOCKS. SALVAGE AND COORDINATE STORAGE WITH
OWNER FOR REUSE. SEE ARCHITECTURAL FOR REUSE
LOCATION.
ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE
LOCAL AND STATE CODES.
SEE MECHANICAL, AND ELECTRICAL DEMOLITION DRAWINGS
FOR ADDITIONAL SCOPE OF DEMOLITION AND NEW WORK.
DEMOLITION - GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
10
1
2
3
REMOVE EXISTING PARTITION, DOORS AND ASSOCIATED
COMPONENTS.
REMOVE PORTION OF WALL AND ASSOCIATED COMPONENTS
AS REQUIRED FOR NEW OPENING.
REMOVE PLUMBING FIXTURES, SEE MECH FOR ADDITIONAL
SCOPE.
RECEPTION DESK TO REMAIN FOR PRECONSTRUCTION
PHASE- REMOVAL, DEMOLITION TO BE COORDINATED WITH
CONSTRUCTION MANAGER.
REMOVE SIDE LITE, GLASS AND ASSOCIATED
COMPONENTS.
REMOVE CARPET TILE FLOOR AS REQUIRED FOR WORK.
SALVAGE FOR RECYCLING + COORDINATE STORAGE WITH
OWNER.
REMOVE TILE FLOORING IN CAFE.
REMOVE EXISTING MILLWORK/CASEWORK AND ASSOCIATED
COMPONENTS TO FACILITATE WORK.
REMOVE EXISTING EXHAUST FAN VENT FROM EXISTING
WINDOW PANE. SEE SHEET AD1.01 & MECH. FOR ADDITIONAL
SCOPE.
REMOVE EXISTING MAILBOXES AND ASSOCIATED
COMPONENTS TO FACILITATE WORK. SALVAGE AND
COORDINATE STORAGE WITH OWNER FOR REUSE. SEE A1.01
FOR REUSE LOCATION.
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
COMPONENTS TO FACILITATE WORK. (RECYLE DOORS).
COORDINATE WITH CM/OWNER FOR STORAGE.
REMOVE EXISTING ACOUSTICAL PANEL AND ASSOCIATED
COMPONENTS. EXISTING STUD FRAMING, GYP. BD. SOFFIT
AND GYP. BD. ON KITCHEN SIDE TO REMAIN.
REMOVE EXISTING EQUIPMENT.
REMOVE EXISTING ELECTRICAL EQUIPMENT. SEE ELEC. FOR
ADDITIONAL SCOPE.
REMOVE ROLLER SHADES AND SALVAGE FOR REUSE.
COORDINATE STORAGE WITH CM/ OWNER.
REMOVE EXISTING TUBE STEEL COLUMN AND HEADER
PATCH / REPAIR FLOOR AS NEEDED TO FACILITATE NEW
WORK.
REMOVE REACH-IN COOLER- STORE FOR REUSE-
COORDINATE WITH CM/ OWNER.
EXISTING CARPET TILES TO REMAIN DURING 1ST PHASE OF
DEMOLITION / CONSTRUCTION. TILE TO BE REMOVED AS
REQUIRED FOR WORK. SALVAGE FOR REYCLING,
COORDINATE STORAGE WITH OWNER. SEE SHEET AD1.02
FOR TEMPORARY CONSTRUCTION LAYOUT. COORDINATE
PHASING REMOVAL WITH CM / OWNER.
EXISTING CERAMIC FLOOR TILES TO REMAIN DURING 1ST
PHASE OF DEMOLITION / CONSTRUCTION. SEE SHEET AD1.02
FOR TEMPORARY CONSTRUCTION LAYOUT. FLOOR TILES TO
BE TO BE REMOVED AS REQUIRED FOR NEW WORK. FLOOR
AREA TO BE LEVELED, PATCHED, & PREPED FOR NEW FLOOR
FINISH. COORDINATE PHASING REMOVAL WITH CM / OWNER.
4
5
6
7
8
9
11
DEMOLITION - KEYNOTES
12
13
14
15
16
17
19
18
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:34:12PM
AD1.01
First Floor Demolition
Plan
02/22/13
CM
D. Thomas
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/8" = 1'-0"A5.05
1 FIRST FLOOR DEMOLITION PLAN
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
Date: Submitted for:
NOTE TO CONTRACTOR
THIS IS A HISTORICALLY DESIGNATED BUILDING. WINDOWS ARE TO REMAIN
AS IS. CONTACT ARCHITECT FOR ORIGINAL BUILDING DOCUMENTS AND
STATE HISTORIC PRESERVATION OFFICE DOCUMENTS, IF REQUIRED.
REFERENCE SHEETS AD3.01 & AD3.02 FOR FURTHER CLARITY OF
DEMOLITION SCOPE.
SEE SHEET A1.01, MECH & ELEC DRAWINGS FOR REQUIRED FLOOR SAW CUT
LOCATIONS.

5. UP
TectonicCopyright2007
UP
UP
DN
T
T
T
T
G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
1 8
H
A
A.8
3.6
G.5
1' - 6"
RELOCATION OF
EXISTING MAILBOXES
FOR TEMPORARY
CONSTRUCTION
(TYP)
EXIST SERVICE/
SECURITY DESK
EXIST
VESTIBULE
EXIST
SERVICE/
SECURITY
DESK
EXIST STAIR
NO 2
EXIST ELEV
NO 2
PRIOR TO DEMO
KEEP EXISTING BACK
WALL (V.I.F.)
31' - 1"
15'-2"
A
A
A
A
PROVIDE TEMPORARY HEATING AND COOLING FOR TEMPORARY
RECEPTION/ ELEVATOR AREA DURING CONSTRUCTION.
PROVIDE TEMPORARY DATA AND TELEPHONE FOR TEMPORARY
RECEPTION/ ELEVATOR LOBBY DURING CONSTRUCTION.
PROVIDE TEMPORARY ELECTRIC AND LIGHTING WITH LOCAL
SWICTH WITH ADEQUATE ILLUMINATION FOR OWNER USE OF
TEMPORARYRECEPTION/ EVEVATOR AREA DURING
CONSTRUCTION.
TEMPORARY CONSTRUCTION DRAWINGS SHOW GENERAL INTENT
AND AREA. EXACT EXTENT IS TO BE DETERMINED BY FIELD
VERIFICATION AND COORDINATION WITH THE CONTRACT
DOCUMENTS. ALL CONDITIONS SHALL BE FIELD VERIFIED DURING
BID PROCESS. NOTIFY ARCHITECT AND/OR CONSTRUCTION
MANAGER OF ALL CONDITIONS AFFECTING INTENT OF TEMPORARY
CONSTRUCTION RECEPTION / ELEVATOR LOBBY.
ALL TEMPORARY CONSTRUCTION ITEMS TO REMAIN SHALL BE
CLEANED, INSPECTED AND VERIFIED OF WORKING ORDER. NOTIFY
ARCHITECT / ENGINEER AND OWNER'S REPRESENTATIVE IF ANY
ITEM IS NOT IN WORKING ORDER.
REUSE EXISTING FIRE EXIT SIGNS, STROBES, HORNS,
AND SMOKE DETECTORS.
PROVIDE DUST FREE PARTITIONS AND TRAFFIC AREA IN
TEMPORARY RECEPTION/ ELEVATOR LOBBY DURING
CONSTRUCTION.
REUSE OF EXISTING OWNER'S MAILBOXES IS TWO PHASED-
PHASE 1- TEMPORARY CONSTRUCTION AREA - RECEPTION
/ELEVATOR LOBBY.
PHASE 2 - FINAL LAYOUT- MAILBOXES ROOM #118
TEMPORARY CONSTRUCTION -
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
3/1/201312:10:55PM
AD1.02
Temporary
Construction Plan
02/22/13
CM
S.LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/8" = 1'-0"A5.05
1 FIRST FLOOR TEMPORARY CONSTRUCTION PLAN
Date: Submitted for:
2/22/2013 PERMITS/BIDS
NOTE TO CONTRACTOR
TEMPORARY CONSTRUCTION PLAN TO BE VERIFY BY
CONSTRUCTION MANAGER AND SUBCONTRACTORS.
THE INTENT OF THE TEMPORARY CONSTRUCTION PLAN
IS TO GIVE THE CONTRACTOR A BASIS TO PRICE AND
CONSTRUCT TEMPORARY PARTITIONS TO ALLOW
BUILDING ACCESS FOR THE TENANTS OF THE BUILDING
ON THE UPPER FLOORS, TENANTS MAIL BOX ACCESS
AND RECEPTION DESK FUNCTIONS. PARTITION LAYOUT,
EGRESS ACCESS, CONTRACTOR ACCESS POINTS ARE
TO BE VERIFIED WITH CONSTRUCTION MANAGER AND
BUILT TO STATE CODES.
NOTE TO CONTRACTOR
LAYOUT MUST ACCOMMODATE (19) EXISTING
RELOCATED MAILBOXES- TEMPORARY CONSTRUCTION
LAYOUT SHOW FOR PRICING ONLY.

6. G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
1 8
H
A
A.8
3.6
G.5
EXIST
MAINTENANCE
OFFICE
EXIST
LOADING
DOCK
EXIST
STORAGE
EXIST
STORAGE
EXIST ELEV
MACHINE
ROOM
EXIST ELEV
NO 3
EXIST STAIR
NO 3
EXIST
GENERATOR
ROOM
EXIST BOILER
ROOM
EXIST ELEV
NO 1 EXIST STAIR
NO 1
EXIST MEN
EXIST WOMEN
EXIST
JC
EXIST STAIR
NO 2
EXIST ELEV
NO 2
EXIST PUMP
ROOM
EXIST IT
EXIST
STORAGE
EXIST
STORAGE
EXIST CONF
EXIST
OFFICE
EXIST PRE FUNCTION
EXIST
MAILBOXES
EXIST CONF
EXIST CONF EXIST CONF EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST CAFE
EXIST SERVICE
EXIST COPY
ROOM
EXIST OPEN
OFFICE
EXIST
SERVICE/
SECURITY
DESK
EXIST OFFICE
EXIST OFFICE
EXIST
STORAGE
EXIST OFFICE
EXIST
CORRIDOR
EXIST
KITCHEN
EXIST LUNCH
EXIST MECH
EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST CONF EXIST CONF
EXIST
STORAGE
EXIST
STORAGE EXIST OFFICE
EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST OPEN
OFFICE
EXIST OFFICE
EXIST
OFFICE
EXIST OFFICEEXIST OFFICE
EXIST
VESTIBULE
EXIST
MAINTENANCE
OFFICE
EXIST
MAINTENANCE
OFFICE
EXIST
LOADING
DOCK
EXIST
STORAGE
EXIST
STORAGE
EXIST ELEV
MACHINE
ROOM
EXIST ELEV
NO 3
EXIST STAIR
NO 3
EXIST
CORRIDOR
EXIST
GENERATOR
ROOM
EXIST BOILER
ROOM
EXIST ELEV
NO 1 EXIST STAIR
NO 1
EXIST MEN
EXIST WOMEN
EXIST
JC
EXIST STAIR
NO 2
EXIST ELEV
NO 2
EXIST
VESTIBULE
EXIST PUMP
ROOM
EXIST IT
EXIST
STORAGE
EXIST
STORAGE
EXIST
KITCHEN
EXIST CONF
EXIST
OFFICE
EXIST PRE FUNCTION
EXIST
MAILBOXES
EXIST CONF
EXIST CONF EXIST CONF EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST CAFE
EXIST SERVICE
EXIST KITCHEN
EXIST COPY
ROOM
EXIST OPEN
OFFICE
EXIST
SERVICE/
SECURITY
DESK
EXIST OFFICE
EXIST OFFICE
EXIST
STORAGE
EXIST OFFICE
EXIST
CORRIDOR
EXIST
KITCHEN
EXIST LUNCH
EXIST MECH
EXIST OFFICE EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST CONF EXIST CONF
EXIST CONF
EXIST
STORAGE
EXIST
OFFICE
EXIST
STORAGE EXIST OFFICE
EXIST OFFICE
EXIST CONF
EXIST OFFICE EXIST OFFICE EXIST OFFICE
EXIST OFFICE
EXIST OFFICE
EXIST OPEN
OFFICE
EXIST OFFICE
EXIST
UNISEX
EXIST
OFFICE
EXIST OFFICEEXIST OFFICE
EXIST
CORRIDOR
EXIST
VESTIBULE
EXIST
MAINTENANCE
OFFICE
30' - 6" 31' - 0" 10' - 7" 9' - 11" 33' - 0" 20' - 6" 33' - 0" 20' - 0"
188' - 6"
10'-8"2'-8"1'-2"6'-6"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"6'-0"6'-2"8'-6"
150'-0"
N.I.C
N.I.CN.I.C
N.I.C
N.I.CN.I.C
N.I.C
N.I.C
N.I.C
N.I.C. - NOT IN CONTRACT
7
4
4
7
11 TYP.TYP.
6
6
TYP.
TYP.
8
TYP.
6
6
6
6
3
3
5
66 TYP.
10
10
10
1 TYP.
1 TYP.
1 TYP.
7 TYP.
7 TYP.
9TYP.
9TYP.
9 TYP.
6
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
4444
4
4
4
4
4
4
4
4
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
8
TYP.
8
TYP.
8 TYP.
6 TYP.
2
9 TYP.
11
DEMOLITION CEILING LEGEND
RECESSED CAN
LIGHT FIXTURE
2X4 PARABOLIC
(REUSE)
LINEAR SUSPENDED
REMOVE EXISTING LINEAR LIGHT FIXTURE AND
ASSOCIATED COMPONENTS TO FACILITATE WORK.
SALVAGE + COORDINATE STORAGE WITH OWNER
FOR REUSE.
MAIN DUCT WORK RUNS TO REMAIN. COORDINATE
WITH MECHANICAL DRAWINGS.
REMOVE EXISTING GYP. BD. CEILING, AND
ASSOCIATED COMPONENTS REQUIRED TO FACILITATE
WORK.
REMOVE EXISTING LAY-IN CEILING +GRID AND
ASSOCIATED COMPONENTS REQUIRED TO FACILITATE
WORK.
REMOVE EXISTING ACOUSTICAL PANEL CEILING
CLOUD AND ASSOCIATED COMPONENTS REQUIRED
TO FACILITATE WORK.
STORE EXISTING RECESSED CAN LIGHT FIXTURE FOR
RECYCLING /SALVAGE + COORDINATE STORAGE WITH
OWNER FOR REUSE.
REMOVE EXISTING ACOUSTICAL LAY-IN CLOUD AND
ASSOCIATED COMPONENTS.
EXISTING 2X4 PARABOLIC FIXTURE RECESSED.
SALVAGE + COORDINATE STORAGE WITH OWNER.
EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
TO CLEAN FIXTURE AND/OR LENS COVERS AFTER
CONSTRUCTION.
EXISTING CEILING TO REMAIN.
REMOVE EXISTING TRACK LIGHTING.
1
2
3
4
5
6
7
8
9
CEILING DEMOLITION - KEYNOTES
10
11
ALL WALLS, CEILINGS, DOORS AND FLOOR FINISHES
SHALL BE REMOVED UNLESS NOTED OTHERWISE OR
SHOWN AS REMAINING.
SEE MECH AND ELEC DEMO DRAWINGS FOR ADDITIONAL
DEMO WORK AND FOR SERVICES THAT MUST REMAIN
ACTIVE.
SAWCUT AND REMOVE FLOOR SLAB AS REQUIRED FOR
UTILITIES. COORDINATE WITH MECH AND ELEC DRAWINGS.
PATCH AND REPAIR ALL EXISTING MATERIALS
TO REMAIN AS NEEDED WHERE REMOVAL OF EXISTING
CONSTRUCTION OR WHERE THE REQUIRED OF NEW
CONSTRUCTION, ALTERS THE EXISTING MATERIALS.
DEMO DRAWINGS SHOW GENERAL INTENT AND AREA.
EXACT EXTENT IS TO BE DETERMINED BY FIELD
VERIFICATION AND COORDINATION WITH THE CONTRACT
DOCUMENTS. REFER TO PROJECT MANUAL FOR
ADDITIONAL REQUIREMENTS. ALL CONDITIONS SHALL
BE FIELD VERIFIED DURING BID PROCESS. NOTIFY
ARCHITECT AND/OR CONSTRUCTION MANAGER OF ALL
CONDITIONS AFFECTING INTENT OF NEW CONSTRUCTION.
ALL DOOR HARDWARE TO BE REMOVED AND SALVAGED.
TURN OVER TO OWNER'S REPRESENTATIVE UPON
COMPLETION OF DEMOLITION PHASE.
ALL ITEMS TO REMAIN SHALL BE CLEANED, INSPECTED
AND VERIFIED OF WORKING ORDER. NOTIFY ARCHITECT /
ENGINEER AND OWNER'S REPRESENTATIVE IF ANY ITEM
IS NOT IN WORKING ORDER.
CONTRACTOR TO LOCATE ON SITE INDIVIDUAL DUMPSTER
FOR RECYCLE DEMOLITION ITEMS PER N.I.H. REGULATIONS.
COORDINATE FINAL LOCATIONS WITH OWNER'S
REPRESENTATIVE.
EXISTING FIRE EXIT SIGNS, STROBES, HORNS,
SPEAKER AND SMOKE DETECTORS. SEE ARCHITECTURAL +
ELECTRICAL DRAWINGS.
CONTRACTOR TO REMOVE ALL FURNITURE, FILE CABINETS
AND STORAGE UNITS UNLESS OTHERWISE NOTED.
CONTRACTOR TO REMOVE ALL ART WORK, SIGNAGE,
MARKER BOARDS, TACK BOARDS, PROJECTION SCREENS
AND CLOCKS. SALVAGE AND COORDINATE STORAGE WITH
OWNER FOR REUSE. SEE ARCHITECTURAL FOR REUSE
LOCATION.
ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE
LOCAL AND STATE CODES.
SEE MECHANICAL, AND ELECTRICAL DEMOLITION DRAWINGS
FOR ADDITIONAL SCOPE OF DEMOLITION AND NEW WORK.
DEMOLITION - GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:35:43PM
AD2.01
First Floor Demolition
Reflected Ceiling Plan
02/22/13
C.M
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/8" = 1'-0"A5.05
1 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
Date: Submitted for:
NOTE TO CONTRACTOR:
196 REUSED LENIAR LIGHTING FIXTURES. SAVE 20% FOR PARTS USED
FOR RETROFITTING FIXTURES. CONTRACTOR TO FEILD VERIFY LIGHTING
FIXTURE COUNT.

7. 10
1
2
3
REMOVE EXISTING PARTITION, DOORS AND ASSOCIATED
COMPONENTS.
REMOVE PORTION OF WALL AND ASSOCIATED COMPONENTS
AS REQUIRED FOR NEW OPENING.
REMOVE PLUMBING FIXTURES, SEE MECH FOR ADDITIONAL
SCOPE.
RECEPTION DESK TO REMAIN FOR PRECONSTRUCTION
PHASE- REMOVAL, DEMOLITION TO BE COORDINATED WITH
CONSTRUCTION MANAGER.
REMOVE SIDE LITE, GLASS AND ASSOCIATED
COMPONENTS.
REMOVE CARPET TILE FLOOR AS REQUIRED FOR WORK.
SALVAGE FOR RECYCLING + COORDINATE STORAGE WITH
OWNER.
REMOVE TILE FLOORING IN CAFE.
REMOVE EXISTING MILLWORK/CASEWORK AND ASSOCIATED
COMPONENTS TO FACILITATE WORK.
REMOVE EXISTING EXHAUST FAN VENT FROM EXISTING
WINDOW PANE. SEE SHEET AD1.01 & MECH. FOR ADDITIONAL
SCOPE.
REMOVE EXISTING MAILBOXES AND ASSOCIATED
COMPONENTS TO FACILITATE WORK. SALVAGE AND
COORDINATE STORAGE WITH OWNER FOR REUSE. SEE A1.01
FOR REUSE LOCATION.
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
COMPONENTS TO FACILITATE WORK. (RECYLE DOORS).
COORDINATE WITH CM/OWNER FOR STORAGE.
REMOVE EXISTING ACOUSTICAL PANEL AND ASSOCIATED
COMPONENTS. EXISTING STUD FRAMING, GYP. BD. SOFFIT
AND GYP. BD. ON KITCHEN SIDE TO REMAIN.
REMOVE EXISTING EQUIPMENT.
REMOVE EXISTING ELECTRICAL EQUIPMENT. SEE ELEC. FOR
ADDITIONAL SCOPE.
REMOVE ROLLER SHADES AND SALVAGE FOR REUSE.
COORDINATE STORAGE WITH CM/ OWNER.
REMOVE EXISTING TUBE STEEL COLUMN AND HEADER
PATCH / REPAIR FLOOR AS NEEDED TO FACILITATE NEW
WORK.
REMOVE REACH-IN COOLER- STORE FOR REUSE-
COORDINATE WITH CM/ OWNER.
EXISTING CARPET TILES TO REMAIN DURING 1ST PHASE OF
DEMOLITION / CONSTRUCTION. TILE TO BE REMOVED AS
REQUIRED FOR WORK. SALVAGE FOR REYCLING,
COORDINATE STORAGE WITH OWNER. SEE SHEET AD1.02
FOR TEMPORARY CONSTRUCTION LAYOUT. COORDINATE
PHASING REMOVAL WITH CM / OWNER.
EXISTING CERAMIC FLOOR TILES TO REMAIN DURING 1ST
PHASE OF DEMOLITION / CONSTRUCTION. SEE SHEET AD1.02
FOR TEMPORARY CONSTRUCTION LAYOUT. FLOOR TILES TO
BE TO BE REMOVED AS REQUIRED FOR NEW WORK. FLOOR
AREA TO BE LEVELED, PATCHED, & PREPED FOR NEW FLOOR
FINISH. COORDINATE PHASING REMOVAL WITH CM / OWNER.
4
5
6
7
8
9
11
DEMOLITION - KEYNOTES
12
13
14
15
16
17
19
18
1
1
1
1
1
11
1
13
3
3
3
3
3 3
8
8
13
13
8
8
8
8
10 10
10
1
8
8
4
8
12
11
11
11
11
17
14
1
11
1
PICTURES TAKEN @ EXISTING CAFE ENTRY
PICTURES TAKEN @ RECEPTION AREA PICTURES TAKEN EXISTING
LUNCH ROOM AREA
PICTURES TAKEN @ MAIL
ROOM AREA
PICTURES TAKEN OF TYPICAL DEMOLITION CONDITIONS
PICTURES TAKEN @ EXISTING CAFE KITCHEN PICTURES TAKEN @
EXISTING CAFE RESTROOM
9
15
15
5
15
18
1818
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:36:09PM
AD3.01
Demolition Photos
02/22/13
SR
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
Date: Submitted for:

8. REMOVE EXISTING LINEAR LIGHT FIXTURE AND
ASSOCIATED COMPONENTS TO FACILITATE WORK.
SALVAGE + COORDINATE STORAGE WITH OWNER
FOR REUSE.
MAIN DUCT WORK RUNS TO REMAIN. COORDINATE
WITH MECHANICAL DRAWINGS.
REMOVE EXISTING GYP. BD. CEILING, AND
ASSOCIATED COMPONENTS REQUIRED TO FACILITATE
WORK.
REMOVE EXISTING LAY-IN CEILING +GRID AND
ASSOCIATED COMPONENTS REQUIRED TO FACILITATE
WORK.
REMOVE EXISTING ACOUSTICAL PANEL CEILING
CLOUD AND ASSOCIATED COMPONENTS REQUIRED
TO FACILITATE WORK.
STORE EXISTING RECESSED CAN LIGHT FIXTURE FOR
RECYCLING /SALVAGE + COORDINATE STORAGE WITH
OWNER FOR REUSE.
REMOVE EXISTING ACOUSTICAL LAY-IN CLOUD AND
ASSOCIATED COMPONENTS.
EXISTING 2X4 PARABOLIC FIXTURE RECESSED.
SALVAGE + COORDINATE STORAGE WITH OWNER.
EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR
TO CLEAN FIXTURE AND/OR LENS COVERS AFTER
CONSTRUCTION.
EXISTING CEILING TO REMAIN.
REMOVE EXISTING TRACK LIGHTING.
1
2
3
4
5
6
7
8
9
CEILING DEMOLITION - KEYNOTES
10
11
1
2
11 1
2
9
2
7
3
6
3
6
4
8
5
6
1
7
4
8
TECHTOWN GENERAL LIGHTING CONDITIONS
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:36:28PM
AD3.02
Demolition Photos
02/22/13
SR
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
Date: Submitted for:

9. UP
UP
UP
DN
T
T
T
T
UP
UP
G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
6'-0"
ELEC
109
1 8
H
A
A.8
3.6
G.5
RECEPTION/SECURITY
DESK
129
STORAGE A
107
TECH TOWN
MANAGEMENT
103
STORAGE B
120
A5.08
KRESGE
CONNECT VIDEO
CONFERENCING
108
EVENT
SPACE 2
125
EVENT
SPACE 1
126
CONFERENCE
ROOM 1
127 CONFERENCE
ROOM 2
128
CONF
ROOM 5
124
TECH TOWN
CONF RM
105
DIRECTORS
OFFICE
104
COPY
CENTER
137
A5.01
4
A5.03
4
COORIDOR 4
119
ELEVATOR
LOBBY
102
MEETING
RM 4
117
MTG
RM 3
116
MTG
RM 2
115
MEETING
RM 1
114
A5.03
3
EXIST
MAINTENANCE
OFFICE
EXIST
LOADING
DOCK
EXIST
STORAGE
EXIST
STORAGE
EXIST ELEV
MACHINE
ROOM
EXIST ELEV
NO 3
EXIST STAIR
NO 3
EXIST
CORRIDOR
EXIST
GENERATOR
ROOM
EXIST BOILER
ROOM
EXIST STAIR
NO 1
EXIST MEN
EXIST WOMEN
EXIST
JC
EXIST STAIR
NO 2
EXIST ELEV
NO 2
EXISTING
FIRE PUMP
ROOMEXIST IT
COPIER/PRINTER
CO-WORKING
AREA - A
136
COORIDOR 1
110
PHONE
132
PHONE
133
PHONE
134
CO-WORKING
AREA - B
130
CO-WORKING
CONFERNCE
135
EXIST MECH
ROOM
COORIDOR 2
111
TRAINING/ACCELERATION
112
KITCHENETTE B
013 KITCHEN
AREA
131
5'-6"8'-0"5'-6"5'-10"8'-0"5'-10"
A5.03
6
3
A5.10
6'-2"
17' - 6"
A5.03
2
A5.01
1
30' - 6" 31' - 0" 10' - 7" 9' - 11" 33' - 0" 20' - 6" 33' - 0" 20' - 0"
188' - 6"
10'-8"2'-8"1'-2"6'-6"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"6'-0"6'-2"8'-6"
150'-0"
KITCHENETTE A
106
B
A1
A1
A1
A1
A1
A1A1
B
B
A1
A
A1
A5.082
A6.01
1
WOOD BENCH
LOCKERS
B
A
A
C
A
B
B
A1 A1
A1
A1
1
A5.10
A1
A1
A1
A1
A1
C
A1
B
126A
125A
124123122
120
105
104
102
127
126B
128
125B
139
132 133 134109
117
114
126C
125C
VESTIBULE
101
13' - 0"
10'-11"+/-
5
1
A5.08
6
A5.087
A5.08
9
A5.0910
A5.08
10
8
A5.09 7
13'-4"+/-
EQ EQ
12'-6"42'-6"15'-0"5'-3"
EQEQ
44' - 11"
A5.03
5
19'-2"
6'-11"14'-4"5'-3"
A5.01
5
1' - 3"
LINE OF RECEPTION/
SECURITY DESK. SEE
A5.01
A6.01
2
A6.01
6
A6.01
4
A5.05
1
116
115
A5.01
2
A5.03
1
A5.03
8
103
108
112
15' - 0" 14' - 5" 15' - 0"
CONF
ROOM 4
123
CONF
ROOM 3
122
A5.10
7
4
A5.10
MAINTENANCE
ROOM
139
CLEAR OPENING
16' - 10"
CLEAR OPENING
20' - 0"
OPERABLE
PARTITION
1'-4"
1'-7"
LINE OF
OVERHEAD DOOR
ABOVE (TYP)
A6.01
3
A6.01
3
Sim
OPERABLE
PARTITION
A6.01
3
Sim
108A108B108C
A
A1
REPAIR EXIST
FLOOR TO MATCH
A5.09
A5.09
11
17'-8"
140
28'-1"
A
A
E
A
6"STUD
5'-2"
8'-6" TALL GYP BD
ON METAL STUD
PARTITION
A5.09
8
FEC
FEC
FEC
FEC
C
FEC
7'-6"
A5.09
14
A5.09
15
A5.10
5
2
A5.10
A5.09
15Sim
12
A5.09 12
Sim
A6.02
1
Sim
A6.02
1
Sim
A1
ALIGN EXIST
AND NEW
PARTITIONS
PARTITION TO
BE 6" STUD
FROMDESK
6'-6"CLEAR
VIDEO CONF. TV
OF/CI
A5.054
A5.05 5
6
6" STUD
PARTITION
VIDEO CONF.
TV OF/CI
VIDEO
CONF.
TV
OF/CI
N.I.C. - NOT IN CONTRACT
A6.02
13
ESTIMATED AREAS OF EXIST.
CONC. SLAB TO BE CUT AND
PATCHED FOR NEW
UNDERGROUND UTILITIES.
COORDINATE WITH
MECHANICAL AND
ELECTRICAL SHEETS FOR
EXACT LOCATIONS (TYP.)
CLEAR
9' - 2" 12' - 8"
A5.09
8 Sim
A1
A1
ALIGN
RECEPTIONDESK
WITHPARTITION
A6.02
12
EXISTING DOOR, SEE
DOOR SCHEDULE
SHEET A7.01
141
COORIDOR 3
121
MAIL BOXES
118
SAW CUT FLOOR AREAS FOR
UNDERGROUND UTILITIES
11' - 11"
10' - 7"
REMOVE EXISTING PANIC
DOOR HARDWARE. PROVIDE
NEW DELAYED EGRESS PANIC
HARDWARE PER BASIS OF
DESIGN DETEX DE EasyKit
IT SHALL BE EACH TRADE CONTRACTORS
RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE
HIMSELF/ HERSELF WITH ALL EXISTING CONDITIONS.
EACH CONTRACTOR SHALL TAKE ALL NECESSARY FIELD
MEASUREMENTS AND OTHERWISE VERIFY ALL
DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS
INDICATED AND/ OR SHOWN ON THE DRAWINGS. SHOULD
ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR
SHALL NOT PROCEED WITH THE WORK AFFECTED
THEREBY UNTIL REPORTING THE SAME TO THE
ARCHITECT AND OWNER REPRESENTATIVE FOR
CLARIFICATION AND/ OR CORRECTION.
DIMENSIONS FOLLOWED BY +/- SHALL BE REVIEWED
AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO
FABRICATION AND/OR INSTALLATION OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK.
VERIFY QUANTITY, SIZE AND LOCATION OF ALL FLOOR
AND WALL OPENINGS FOR MECHANICAL AND ELECTRICAL
WORK WITH THE APPROPRIATE TRADE. PROVIDE ALL
OPENINGS SHOWN OR REQUIRED FOR COMPLETION OF
WORK.
PROVIDE FIRE WATCH DURING FIELD CUTTING AND
WELDING OPERATIONS MEETING OWNERS REQUIRED.
THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
LOCATION OF ALL UTILITIES IN WORK AREAS PRIOR TO
PROCEEDING WITH CONSTRUCTION. ALL DISCREPANCIES
SHALL BE DOCUMENTED AND FORWARDED TO ARCHITECT
AND OWNER REPRESENTATIVE OF ACTION.
IT IS THE CONTRACTOR RESPONSIBILITY TO INVESTIGATE
FIELD CONDITIONS AND PROVIDE AS NEEDED TEMPORARY
SUPPORTS, SHORING AND STRUCTURES AND
UNDERGROUND UTILITIES DURING EXECUTION ALL
PHASES OF WORK.
RELEVANT DIMENSIONS AND ELEVATIONS FOR
EQUIPMENT INSTALLATIONS SHALL BE VERIFIED AGAINST
MANUFACTURES CERTIFIED EQUIPMENT DRAWINGS.
ALL NEW GYPSUM BOARD CONSTRUCTION TO BE PRIMED
AND PAINTED TO MATCH THE EXISTING ADJACENT
CONSTRUCTION. VERIFY EXTEND OF PAINTING WITH
ARCHITECT AND OWNER REPRESENTATIVE FOR
CLARIFICATION AND/ OR ACTION. PROVIDE NEW WB-1 AT
NEWLY CREATED ROOMS PARTITIONS AND EXISTING
EXTERIOR CONCRETE WALLS (SEE 8.02 FOR FINISHES).
DO NOT SCALE DRAWINGS TO DETERMINE SIZES AND
DIMENSIONS. USE FIGURED DIMENSIONS ONLY.
DIMENSIONS ARE TO FINISHED
FACE OF WALLS UNLESS OTHERWISE NOTED. ALL
PERIMETER DIMENSION ARE FROM FACE OF PERIMETER
WALLS.
ALL PENETRATIONS TO RATED FLOORS, CEILINGS AND
WALLS SHALL BE SEALED AND FIRE STOPPED TO FIRE
RATING EQUAL TO THE CONSTRUCTION BEING
PENETRATED.
NEW WORK SHALL ALIGN TO MATCH EXISTING WORK
UNLESS NOTED OTHERWISE.
SEE SHEET A6.01 FOR WALL TYPE DETAILS.
ALL WORK TO CONFORM TO REQUIREMENTS OF THE
LOCAL AND STATE CODES.
CONSTRUCTION - GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
3/1/201312:09:45PM
A1.01
First Floor Plan
02/22/13
CM
Checker
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/8" = 1'-0"A5.05
1 FIRST FLOOR PLAN
NOTE TO CONTRACTOR
THIS IS A HISTORICALLY DESIGNATED BUILDING.
WINDOWS ARE TO REMAIN AS IS. CONTACT
ARCHITECT FOR ORIGINAL BUILDING DOCUMENTS
AND STATE HISTORIC PRESERVATION OFFICE
DOCUMENTS, IF REQUIRED.
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
S. LITTLE
Date: Submitted for:
D. THOMAS

10. G.4
G
F.4
F
E.4
E
D.4
D
A.7
B
B.5
C.5
C
765432
A.9
G.2
1 8
H
A
A.8
3.6
G.5
TECH TOWN
MANAGEMENT
103
DIRECTORS
OFFICE
104
TECH TOWN
CONF RM
105
STORAGE A
107
CONF
ROOM 5
124
?
?
ELEC
109
EVENT
SPACE 2
125
EVENT
SPACE 1
126
CONFERENCE
ROOM 1
127
CONFERENCE
ROOM 2
128
RECEPTION/SECURITY
DESK
129
VESTIBULE
101
COPY
CENTER
137
KRESGE
CONNECT VIDEO
CONFERENCING
108
STORAGE B
120
CO-WORKING
AREA - B
130
MEETING
RM 1
114
MTG
RM 2
115
MTG
RM 3
116
MEETING
RM 4
117
COORIDOR 1
110
CO-WORKING
AREA - A
136
PHONE
132
PHONE
133
PHONE
134
CO-WORKING
CONFERNCE
135
COORIDOR 2
111
ELEVATOR
LOBBY
102
COORIDOR 4
119
EXIST
MAINTENANCE
OFFICE
EXIST
LOADING
DOCK
EXIST
STORAGE
EXIST
STORAGE
EXIST ELEV
MACHINE
ROOM
EXIST ELEV
NO 3
EXIST STAIR
NO 3
EXIST
CORRIDOR
EXIST
GENERATOR
ROOM
EXIST BOILER
ROOM
EXIST STAIR
NO 1
EXIST MEN
EXIST WOMEN
EXIST
JC
EXIST STAIR
NO 2
EXIST ELEV
NO 2
EXIST PUMP
ROOM
EXIST IT
EXIST
MAINTENANCE
ROOM
EXIST MECH
ROOM
30' - 6" 31' - 0" 10' - 7" 9' - 11" 33' - 0" 20' - 6" 33' - 0" 20' - 0"
188' - 6"
10'-8"2'-8"1'-2"6'-6"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"6'-0"6'-2"8'-6"
150'-0"
CONF
ROOM 3
122
CONF
ROOM 4
123
6'-1"
8' - 0"8' - 0"8' - 0"
8' - 6"
8' - 6"8' - 6"
8' - 0"
7' - 6"
7' - 6"
7' - 6"
8' - 0" 8' - 0" 8' - 0"
8' - 0"
8' - 0"
8' - 6"
A6.03
4
3' - 0" 14' - 0"
CENTER LINE
3'-0"12'-0"
7'-5"7'-5"
1'-8"
8' - 0" 8' - 0"
12'-0"1'-8"
14' - 0" 4' - 7" 14' - 0" 7' - 5"
23'-11"
11' - 9"
23' - 0"
11'-6"6'-5"
17' - 9"
8'-0"
17' - 10"
8'-0"
38' - 0"
14'-0"
6'-0"6'-0"
A6.02
15
7' - 6"
A6.03
4
Sim
4'-0"6'-0"4'-0"4'-0"6'-0"4'-0"
0' - 6"
38' - 0" 0' - 6"
0' - 6" 38' - 0"
0' - 6"
PROJECTOR
MOUNTED TO
UNDERSIDE OF
STRUCTURE
OF/CI (TYP.)
RETRACTABLE PROJECTOR OF/CI
EXISTING CEILING &
LIGHT FIXTURES
2x2 LAY-IN
ACOUSTIC
CEILING
CLOUD
(TYP.)
EXISTING CEILING
TO REMAIN
2X2
ACOUSTIC
LAY-IN
CEILING
2X2 ACOUSTIC LAY-IN
CEILING CLOUD. CENTER
IN ROOM (AT EVENT
SPACE 1 & 2 AND CONF.
ROOMS 1 & 2
EQ EQ
11' - 3" 11' - 3" 11' - 3" 5' - 8"
14'-0"(TYP.)7'-8"
8' - 6"
8' - 0"
8' - 0"
4'-8"4'-8"4'-8"4'-8"
LIGHTS TO BE
CENTERED ABOVE
ISLAND
ALIGN
A6.03
6
5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0"
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"2'-6"
6' - 1"
3' - 10"3' - 10"
HIDDEN LINE OF
GYP. BD. CEILING
ABOVE. SEE A5.03
17
A6.02
17
A6.02
Sim
EXPOSED
CEILING
EXPOSED
CEILING
CEILING PLAN LEGEND
LINEAR SUSPENDED
LINEAR SUSPENDED
(4) COMBINED IN
'X' FORMATION
(REUSE)
FABRIC CORD PENDANT
LIGHT (GROUP OF 5 LIGHTS)
LINEAR SUSPENDED
(REUSE)
2X4 PARABOLIC (REUSE)
SUPPLY AIR DIFFUSER
2'X4' RECESSED LIGHT
FIXTURE
4' LINEAR PENDANT LIGHT
WALL SCONCE
RECESSED DOWNLIGHT
2'X2' LAY-IN OR
ACOUSTICAL CLOUD
GYPSUM BOARD CEILING
PENDANT LIGHT (8" & 14")
RETURN AIR DIFFUSER
EXIT SIGN
N.I.C. - NOT IN CONTRACT
REFER TO SHEET AG.02 FOR FIRE RATED WALL
LOCATIONS.
REFER TO SHEET A1.01 FOR WALL TYPES.
REFER TO ROOM FINISH SCHEDULE FOR PAINTING
REQUIREMENTS.
REFER TO SHEET A8.03 FOR FURNITURE INFORMATION.
PROVIDE CEILING COORDINATION SHOP DRAWINGS FOR
ARCHITECT APPROVAL.
PATCH, REPAIR, CLEAN AND PREP CONCRETE CEILING
AND DUCTWORK FOR PAINT.
CEILING IS EXPOSED TO EXISTING CONCRETE
STRUCTURE AND PAINTED EXCEPT WHERE INDICATED.
COORDINATE ALL LIGHTING FIXTURES, POWER/DATA
OUTLETS, SWITCHES, PANELS, EQUIPMENT, AND
ASSOCIATED COMPONENTS WITH ELECTRICAL
DRAWINGS. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL SCOPE.
COORDINATE ALL MECHANICAL DIFFUSERS,
EQUIPMENT, FIRE PROTECTION AND ASSOCIATED
COMPONENTS WITH MECHANICAL DRAWINGS. REFER
TO MECHANICAL DRAWINGS FOR ADDITIONAL SCOPE.
COORDINATE ALL EGRESS, FIRE ALARM, STROBES,
EXIT SIGNS, PULL BOXES WITH FIRE PROTECTION AND
ELECTRICAL DRAWINGS.
ALL WORK TO CONFORM TO THE REQUIREMENTS OF
THE LOCAL AND STATE CODES.
CEILING GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:27:29PM
A2.02
First Floor Reflected
Ceiling Plan
02/22/13
CM
Checker
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/8" = 1'-0"A5.05
1 FIRST FLOOR REFLECTED PLAN
NOTE TO CONTRACTOR:
PROVIDE CEILING COORDINATION
SHOP DRAWING FOR ARCHITECT
APPROVAL INCLUDE ALL MECHANICAL/
ELECTRICAL RUNS.
S. LITTLE
Date: Submitted for:
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
NOTE TO CONTRACTOR:
EXISTING CONCRETE BEAMS + STRUCTURE PAINT PER FINISH SCHEDULE.
EXPOSED DUCTWORK IS REMOVED FROM ELEVATIONS (FOR CLARITY) PAINT TO
MATCH EXIST STRUCTURE ABOVE (SEE FINISH SCHEDULE).
LIGHTING REMOVED FROM ELEVATIONS (FOR CLARITY).
STOREFRONT SYSTEM GLASS TO BE TEMPERED (TYP.).

13. T
T
B
C
3
A5.092
1' - 5" 4' - 11" 3' - 5"
A6.01
5
6
A5.091
1'-6"8'-9"
A5.09
5
EQ EQ
3
4
10' - 6"
9
A6.02
5
A6.02
15'-10"
3' - 4"
RELOCATED
MAILBOXES (TYP.) COUNTER
TOP
COUNTER
TOP
C
43.6
MEETING
RM 4
117
MTG
RM 2
115
MTG
RM 3
116
11' - 11"
EQ EQ
14'-4"6'-11"
FEC
A5.09
16
A5.09
16Sim
SEE SHEET A5.06
FOR ELEVATIONS &
MILLWORK
E
4
ELEC
109
1'-1"6'-5"
A5.08
3
6'-1"
EXISTING
TRANSFORMER
(ABOVE)
LINE OF CEILING
ABOVE. SEE A2.02
ALIGN
11'-11" ALIGN WITH IT WALL
INFORMATION KIOSK
AREA, MILLWORK
TO BE DETERMINED
BY OWNER
4
H
VESTIBULE
101
4'-11"
ALIGN
EXISTING GYP BD
WALLS TO REMAIN
(PAINT PER FINISH SCHEDULE)
SHEET A8.02.
F
E.4
E
32
KRESGE
CONNECT VIDEO
CONFERENCING
108
A5.10
7
A6.01
8
A
AA
A
D
10' - 8" 17' - 6" 7' - 6"
EQEQ
0' - 5"
CENTERPARTITIONTOROOM
12'-8"
CENTER
LINE
2'-0"
2'-0"
CLOSET SHELF, MOUNTED
WITH METAL ROD
COUNTERTOP ON
BASE CABINETS
1' - 0"
3
A6.02
LINE OF GYP. BD. CEILING
ABOVE. COORDINATE WITH
SHEET A2.02 & SECTION 4
ON SHEET A5.10
AUDIO VISUAL
EQUIPMENT CLOSET
E
7 8
ALIGN
EQ EQ EQ
A6.02
1
7'-6"
1' - 4"
1'-4"
SS-1 SHELF
@ 20" A.F.F.
(TYP.)
H
COPY
CENTER
137
A6.02
2
ALIGN
A5.054
A5.05 5
COPIER EQUIPMENT.
OF/CI
2' - 0" 5' - 0" 4' - 0"
4'-0"10'-0"
LINE OF CEILING
CLOUD ABOVE.
SEE SHEET A2.02
WALL CABINETS ABOVE
COPY CENTER
ISLAND. SEE
5/A5.05
BASE CABINET
COUNTER TOP.
SEE 4/A5.05
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:28:29PM
A5.03
Enlarged Plans
02/22/13
D. Thomas
Checker
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/4" = 1'-0"A1.01
4 ENLARGED PLAN - MAIL BOXES
1/4" = 1'-0"A1.01
3 ENLARGED PLAN - MEETING ROOMS
1/4" = 1'-0"A1.01
2 ENLARGED PLAN - INFORMATION/BULLITEN
1/4" = 1'-0"A1.01
1 ENLARGED PLAN - VESTIBULE
1/4" = 1'-0"A1.01
8
ENLARGED PLAN -
KRESGE CONNECT - VIDEO CONFERNCING
1/4" = 1'-0"A1.01
5 ENLARGED PLAN - PHONE BOOTHS
1/4" = 1'-0"A1.01
6 ENLARGED PLAN - COPY CENTER
S. LITTLE
Date: Submitted for:
1/18/2013 QUALITY REVIEW
2/22/2013 BIDS/PERMITS

16. 43.6
8'-0"
2'-2"
ELECTRONIC
EQUIPMENT
TO BE
DETERMINED
BY OWNER
GYP. BD.
HANGING
SOFFIT
INFORMATION
KIOSK AREA,
MILLWORK TO
BE DETERMINED
BY OWNER
CORRIDOR 2 CORRIDOR 1
D C.5 C
20' - 2"
GLASS + ALUM.
STOREFRONT SYSTEM.
ALL GLASS TO BE
TEMPERED (SEE A7.01)
7'-2"
EQEQEQEQ
17' - 0" (5 EQUAL SPACES)DOOR OPENING
E.4ED.4DB.5 C.5C
EXISTING GYPSUM
BOARD FOR FINISHES
SEE: SCHEDULE
WOOD SLIDING DOOR WITH GLASS
(EXPOSED DOOR HARDWARE CLEAR
ANODIZED FINISH)
EXIST IT ROOM DOOR
FLOATING GYP. BD.
SOFFIT SUSPENDED
FROM STRUCTURE
ABOVE
WALL BASE PER SCHEDULE
NEW GYP. BD.
GYP. BD. CONTROL
JOINT BETWEEN NEW
+ EXISTING GYP. BD.
HOLLOW METAL DOOR
AS SCHEDULED
INFORMATION KIOSK
MILLWORK TO BE
DETERMINED BY OWNER
F.4 F E.4
15' - 11" 17' - 10"
TECHTOWN MANAGEMENT KRESGE CONNECT
GLASS + ALUM.
STOREFRONT WINDOW
SYSTEM - ALL GLASS
TO BE TEMPERED (SEE
SHEET A7.01)
GYP. BD. PAINT
PER SCHEDULE
9' - 9" (3 EQUAL SPACES)
AS SCHEDULED
DOOR OPENING
AS SCHEDULED
DOOR OPNG. 14' - 8" (5 EQUAL SPACES)
7'-2"
EQEQEQEQ
7'-2"
EQEQEQEQ
5/8" EXISTING GYP. BD - PAINT
PER FINISH SCHEDULE
EXISTING ENTRY +
STOREFRONT TO REMAIN
2" BASE PER
SCHEDULE
EXIST FIN TUBE TO REMAIN.
PAINT TO MATCH CONCRETE
WALL (SEE SCHEDULE)
GYP. BD. CONTROL JOINT
COPY CENTER ISLAND
MILLWORK (SEE A5.05).
PT-1 FACE AND
UNDERSIDE OF
GYP. BD. SOFFIT
EXIST ROLLING
SHADES
REINSTALLED AT
ALL EXTERIOR
WINDOWS (TYP.)
GYP. BD. SOFFIT
SUSPENDED FROM
STRUCTURE ABOVE
LINE OF GYP. BD. CEILING
BEYOND
A6.02
11
Sim
F E.4 E D.4 D B.5C.5 C
EXISTING CONCRETE
BEAM STRUCTURE +
DUCTWORK
PT -1 @ FACE AND UNDERSIDE OF
GYP. BD. SOFFIT. SEE A2.02 FOR
REFERENCE
GYP. BD. CONTROL JOINT
@ ALIGNMENT IF EXISTING
+ NEW GYP. BD.
2" BASE PER SCHEDULE
EXISTING GYP. BD. PT-2
SLIDING WOOD DOOR
W/GLASS - EXPOSED ALUM.
HARDWARE
EXIST. COLUMN
INFORMATION KIOSK
MILLWORK TO BE
DETERMINED BY OWNER
EXIST. COLUMN
8'-0"
EXISTING COLUMN
GYP. BD. SOFFIT
SUSPENDED FROM
STRUCTURE ABOVE
A6.02
10
A6.02
11
6 5 4'x8' SHEETS OF BALTIC BIRCH
PLYWOOD PRE-FINISHED WITH
HIDDEN FASTENERS
CONFERENCE ROOM SIGNAGE
OF/CI (TYP.)
WOOD DOOR W/ GLASS (SEE FLOOR PLAN AND
DOOR SCHEDULE FOR DOOR TYPES AND
ADDITIONAL INFORMATION
654' x 8' SHEETS OF BALTIC
BIRCH PLYWOOD
PRE-FINISHED W/ HIDDEN
FASTENERS
EXTEND PLYWOOD TO UNDERSIDE
OF DECK AND ABOVE DUCTWORK
GLASS + ALUM.
STOREFRONT SYSTEM.
SEE SHEET A7.01 FOR
ADDITIONAL INFORMATION
CORRIDOR 1 KITCHEN
3/4" REVEAL 20' - 2" (6 EQUAL SPACES) 20' - 2" (6 EQUAL SPACES)
7'-2"
EQEQEQEQ
-
---
4 3.6
GYP. BD.
CONTROL JOINT
FINISH OF EXISTING
GYP. BD. TO BE
DETERMINED BY
OWNER
7' - 0"
(2 EQ. SPACES)
3' - 9"
SCHEDULED
DOOR AS
GLASS + ALUM.
STOREFRONT SYSTEM
EQEQEQEQ
7'-2"
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:28:50PM
A5.08
Interior Elevations
02/22/13
C.M.
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/4" = 1'-0"A5.03
3 ELEV OF KIOSK INFORMATION AREA
1/4" = 1'-0"A1.01
2 EXTERIOR ELEV OF TRAINING ROOM
1/4" = 1'-0"A1.01
5 WEST ELEV AT MEETING ROOMS
1/4" = 1'-0"A1.01
1 EXTERIOR ELEV AT TECH TOWN MANAGEMENT
1/4" = 1'-0"A1.01
6 ELEV AT COPY CENTER
1/4" = 1'-0"A1.01
7 ELEV AT EAST WALL OF MEETING ROOMS
1/4" = 1'-0"A1.01
9 ELEV AT COORIDOR 3 (LOOKING SOUTH)
1/4" = 1'-0"A1.01
10 ELEV AT CONF ROOMS 1 & 2 (LOOKING NORTH)
1/4" = 1'-0"A1.01
8 ELEV AT ELEVATOR LOBBY
NOTE TO CONTRACTOR:
EXISTING CONCRETE BEAMS
+ STRUCTURE PAINT PER
FINISH SCHEDULE.
EXPOSED DUCTWORK IS
REMOVED FROM ELEVATIONS
(FOR CLARITY) PAINT TO
MATCH EXIST STRUCTURE
ABOVE (SEE FINISH SCHEDULE).
LIGHTING REMOVED FROM
ELEVATIONS (FOR CLARITY).
STOREFRONT SYSTEM GLASS
TO BE TEMPERED (TYP.).
Quality Review 1/18/2013
1/18/2013 QUALITY REVIEW
Date: Submitted for:
2/22/2013 BIDS/PERMITS

17. E.4 E D.4 D B.5C.5 C
1
A5.10
4'x 8' SHEETS OF BALTIC BIRCH
PLYWOOD PRE-FINISHED
WITH HIDDEN FASTENERS
WOOD DOOR WITH
FULL GLASS (TYPICAL)
+ ALUMINUM FRAME
OVERHEAD DOOR
(HANGER STYLE)
EXISTING CONCRETE
BEAM & STRUCTURE
CORRIDOR 3
RECEPTION
3/4" REVEAL AT BASE OF
PLYWOOD PANELS
1
A6.03
Sim
B.5
4" MTL STUD -
SUPPORT (BEYOND)
COUNTER SS-1COUNTER SS-1
2" BASE AS
SCHEDULED
RELOCATED
MAILBOXES
3'-0"
B.5B.5
RELOCATED
MAIL BOXESCOUNTER
SS-1
A6.02
4
6'-3"
2" BASE AS
SCHEDULED
3
COUNTER SS-1
2" BASE AS
SCHEDULED
GYP. BD. PAINT
RELOCATED
MAIL BOXES
BEYOND
GYP. BD. PAINT
E.4ED.4DB.5 C.5C
CONFERENCE ROOM
SIGNAGE OF/CI (TYP.)
BUTT SEAMS (NO EXPOSED
FASTENERS) TYPICAL
BALTIC BIRCH PLYWOOD TO UNDERSIDE
OF DECK (ABOVE DUCTWORK)
CORRIDOR
3/4" REVEAL AT BASE OF
PLYWOOD PANELS
RECEPTION
3
RELOCATED
MAILBOXES
EXIST CONC
COLUMN
(BEYOND)
GYP. BD. PAINT
2" BASE TYP.
COUNTER SS-1
GYP. BD. PAINT
3
GYPSUM BOARD
PAINT (TYPICAL)
EXISTING
CONCRETE
BEAM +
STRUCTURE
GYPSUM BOARD
PAINT (TYPICAL)
2" BASE (TYP.)
GYP. BD. PAINT
DRY ERASE PAINT
(THIS AREA)
4'-0"3'-0"
10' - 3"
GYP. BD. PAINT
8'-6"
EXISTING CONCRETE
BEAM + STRUCTURE
KITCHEN MILLWORK
SEE 5/A5.01
GYP. BD. PAINT
2" BASE (TYP.)
F
REMOVE EXIST FILM COATING
FROM EXISTING GLAZING (TYP. ALL PANES
IN OLD RESTROOM)
REMOVE EXISTING EXHAUST LOUVER.
REPLACE W/GLAZING PANE TO
MATCH EXIST
REMOVE EXIST PARTITIONS AND
CEILING. SEE AD1.01 & AD2.01 FOR
ADDITIONAL SCOPE
REMOVE EXIST
TOILET FIXTURES
AND ACCESSORIES.
SEE AD1.01 & MECH DWG
FOR ADDITIONAL
SCOPE
REMOVE EXIST MILLWORK. SEE
AD1.01 FOR ADDITIONAL SCOPE
6
EXIST FIN TUBE TO
REMAIN. PAINT TO
MATCH CONCRETE
WALL (SEE FINISH
SCHEDULE)
(HISTORICAL)
EXISTING
WINDOW.
ROLLING SHADE
(SEE FINISH
SCHEDULE)
EXITING CONCRETE BEAM.
PAINT (SEE SCHEDULE)
EXISTING GYP. BD..
PAINT (SEE SCHEDULE)
EXISTING
CONCRETE
BEAM +
STRUCTURE
ACOUSTIC LAY-IN
CEILING CLOUD
SUSPENDED FROM EXIST
STRUCTURE ABOVE
CENTER CLOUD IN
ROOM.
SEE A2.02
GYP. BD. - PAINT
2" BASE PER SCHEDULE
LIGHTING FIXTURE
AS SCHEDULED
(TYP.)
CONFERENCE ROOM 1
EXISTING COLUMN
8'-6"
DRY ERASE PAINT
THIS AREA
4'-0"3'-0"
B.5C
DRY ERASE
PAINT THIS
AREA
2" BASE (TYP.)
2'X2' ACOUSTIC LAY-
IN CEILING
SUSPENDED FROM
STRUCTURE ABOVE
GYP. BD. PAINT
4'-0"3'-0"
4 3.6
2" BASE AS
SCHEDULED
EXIST
COLUMN
3'-0"4'-0"
7'-6"
DRY ERASE
PAINT THIS
AREA
ACOUSTIC LAY-IN
CEILING SUSPENDED
FROM STRUCTURE
ABOVE
GYP. BD. -
PAINT
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:29:05PM
A5.09
Interior Elevations
02/22/13
C.M / C.B
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/4" = 1'-0"A1.01
10 ELEV AT EVENT SPACE 1 & 2 (LOOKING WEST)
1/4" = 1'-0"A5.03
1 ELEV AT MAIL BOX ISLAND (LOOKING WEST)
1/4" = 1'-0"A5.03
2 ELEV AT MAIL BOX AREA (LOOKING WEST)
1/4" = 1'-0"A5.03
6 ELEV AT MAIL BOX ISLAND (LOOKING EAST)
1/4" = 1'-0"A5.03
5 ELEV AT MAIL BOX ISLAND (LOOKING SOUTH)
1/4" = 1'-0"A1.01
7 ELEV AT EVENT SPACE (LOOKING EAST)
1/4" = 1'-0"A5.03
3 ELEV AT MAIL BOX (LOOKING SOUTH)
1/4" = 1'-0"A5.03
4 ELEV AT MAIL BOX (LOOKING NORTH)
1/18/2013 QUALITY REVIEW
1/4" = 1'-0"A1.01
11 ELEV AT CONF 4
1/4" = 1'-0"A1.01
8 ELEV AT KITCHEN (LOOKING SOUTH)
1/4" = 1'-0"AD1.01
13 ELEV AT EXIST RESTROOM/LOUNGE
1/4" = 1'-0"A1.01
14 TYPICAL INTERIOR ELEV AT EXTERIOR WINDOW
1/4" = 1'-0"A1.01
15 ELEV AT CONFERENCE ROOM 1
1/4" = 1'-0"A1.01
12 ELEV AT CONF ROOM 3
1/4" = 1'-0"A5.03
16 ELEV AT MEETING RM 4
Date: Submitted for:
2/22/2013 BIDS/PERMITS
NOTE TO CONTRACTOR:
EXISTING CONCRETE BEAMS
+ STRUCTURE PAINT PER
FINISH SCHEDULE.
EXPOSED DUCTWORK IS
REMOVED FROM ELEVATIONS
(FOR CLARITY) PAINT TO
MATCH EXIST STRUCTURE
ABOVE (SEE FINISH SCHEDULE).
LIGHTING REMOVED FROM
ELEVATIONS (FOR CLARITY).
STOREFRONT SYSTEM GLASS
TO BE TEMPERED (TYP.).

18. 1ST LEVEL
0' - 0"
2ND LEVEL
13' - 0"
6 5
A6.03
2
VERTICAL OPERABLE
PARTITION POCKET
ENCLOSURE
STL SUPPORT (TYP)
EXISTING CONC BEAM
(BEYOND)
1
A6.03
EXISTING COLUMNEXISTING COLUMN
LOCATE GYP. BD. ACCESS
PANELS AT OPERABLE PARTITION
MOTOR (TYP.)
OVERHEAD
HANGING STYLE
DOOR
VERTICAL OPERABLE
PARTITION
CORRIDOR 2
CEILING HANGERS AS
REQUIRED (TYP.)
CEILING AS
SCHEDULED
1ST LEVEL
0' - 0"
2ND LEVEL
13' - 0"
E.4ED.4DB.5 C.5C
8'-0"
OVERHEAD DOOR
OPENING BEYOND
EXIST COLUMN
(BEYOND)
OPERABLE
PARTITION
OVERHEAD DOOR
CONTROLLER
(BEYOND)
OVERHEAD DOOR
OPENING BEYOND
DOOR BEYOND
(TYP)
8'-0"
A6.03
3
A7.01
16
DOOR BEYOND
ACOUSTIC LAY-IN
CEILING
ACOUSTICAL LAY-IN
CEILING CLOUD
PROJECTOR MOUNTED
TO STRUCTURE ABOVE
OF/CI
PROJECTOR MOUNTED
TO STRUCTURE ABOVE
OF/CI
VERTICAL OPERABLE
PARTITION CONTROL
SWITCH. SEE SECTION
2, THIS SHEET FOR
LOCATION DIMENSIONS
1ST LEVEL
0' - 0"
2ND LEVEL
13' - 0"
F E.4 E
RETRACTABLE CEILING MOUNTED
PROJECTOR WITH STL SUPPORT
MOUNTED TO EXIST STRUCTURE
ABOVE. OF/CI
A6.02
6
A6.06
1
SIM.
PARTITION BEYOND.
SEE A1.01 FOR
PARTITION TYPES
EXISTING PARTITION
2X2 ACOUSTIC LAY-IN
CEILING. SEE A2.02
GYP. BD. CEILING SEE A2.02.
ALIGN WITH PARTITION
BEYOND
8'-6"
8'-0"
PARTITION BEYOND
A6.02
8
WALL MOUNTED
PROJECTION
SCREEN OF/CI
1ST LEVEL
0' - 0"
2ND LEVEL
13' - 0"
E D.4 D C.5 C
0' - 6" 0' - 6"
4'-0"
VERTICAL OPERABLE
PARTITION CONTROL
SWITCH
CONFERENCE ROOM 3
CONFERENCE ROOM 1 EVENT SPACE 1 EVENT SPACE 2
VERTICAL OPERABLE PARTITION
8'-6"
8'-6"
DOOR BEYOND DOOR BEYOND
WALL MOUNTED
PROJECTION
SCREEN OF/CI
WALL MOUNTED
PROJECTION
SCREEN OF/CI
ACOUSTICAL LAY-IN
CEILING CLOUD
ACOUSTICAL
LAY-IN CEILING
CLOUD
CEILING HANGERS AS
REQUIRED (TYP.)
EXISTING CONCRETE
BEAM + STRUCTURE
WALL MOUNTED
PROJECTION SCREEN
OF/CI
PROJECTOR
OF/CI
GYP. BD. PAINT
PER SCHEDULE
2" BASE AS SCHEDULED
F.4
4'-0"3'-0"
GYP. BD. PAINT
PER SCHEDULE
DRY ERASE PAINT
(THIS AREA)
2" BASE AS
SCHEDULED
EXISTING CONCRETE
BEAM + STRUCTURE
3 2
CEILING AS
SCHEDULED
EXISTING CONCRETE
STRUCTURE
2" BASE AS
SCHEDULED
A6.02
7
8'-0"
A6.02
7
Sim
(7) 30" BASE CABINETS = 17' - 6"
SS-1 COUNTER TOP WITH
4" BACK SPLASH
BI-FOLD DOORS.
SEE A1.01 AND
A7.01 FOR DOOR
TYPES (TYP.)
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:29:36PM
A5.10
Interior Sections
02/22/13
C.M / D.T
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1/4" = 1'-0"A1.01
1 SECTION @ EVENT SPACE 2
1/4" = 1'-0"A1.01
3 SECTION THROUGH CONF ROOMS & EVENT SPACES
1/4" = 1'-0"A1.01
4 KRESGE CONNECT-VIDEO CONFERENCING
1/4" = 1'-0"A1.01
2 SECTION AT EVENT SPACES 1 & 2
1/4" = 1'-0"A1.01
5 ELEV AT TECHTOWN CONF ROOM (SOUTH WALL)
1/4" = 1'-0"A1.01
6 ELEV AT TECHTOWN CONF ROOM (EAST WALL)
1/4" = 1'-0"A1.01
7 ELEV AT KRESGE CONNECT-VIDEO CONFERENCING
Date: Submitted for:
NOTE TO CONTRACTOR:
EXISTING CONCRETE BEAMS
+ STRUCTURE PAINT PER
FINISH SCHEDULE.
EXPOSED DUCTWORK IS
REMOVED FROM ELEVATIONS
(FOR CLARITY) PAINT TO
MATCH EXIST STRUCTURE
ABOVE (SEE FINISH SCHEDULE).
LIGHTING REMOVED FROM
ELEVATIONS (FOR CLARITY).
STOREFRONT SYSTEM GLASS
TO BE TEMPERED (TYP.).
1/18/2013 QUALITY REVIEW
2/22/2013 BIDS/PERMITS

19. 440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20138:23:01PM
A5.11
3-D Interior Views
02/22/13
D.T
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1 VIEW LOOKING EAST FROM LOBBY2 VIEW FROM EVENT SPACE 2 LOOKING EAST
3 VIEW OF MAILBOX AREA
Date: Submitted for:
1/18/2013 QUALITY REVIEW
2/22/2013 BIDS/PERMITS

20. C
3
CAULK WHERE COL
& WALL MEET
COUNTERTOP
WD BLOCKING
WHERE REQUIRED
CAULK WHERE
GYP BD & COLUMN
MEET (TYP)
GYP. BD. ON MTL STUDS
@ 16" O.C. (TYP.)
ALIGN
ALUM STOREFRONT
SYSTEM
SS-1
COUNTERTOP
EXIST RELOCATED
MAILBOXES
ALIGN
EXIST COL
A
A
2' - 10"
WOOD TRIM
CONTINUOUS ACOUSTIC
SEALANT EACH SIDE
5/8" GYP BD
4" MTL STUD
(6" METAL STUD
WHERE NOTED ON
PLAN).
CONTINUOUS ACOUSTIC
SEALANT EACH SIDE
(TYPE A1)
0' - 5"
CEILING AS
SCHEDULED
UNDERSIDE OF
EXISTING CONC.
STRUCTURE
ACOUSTIC
INSULATION
AT PARTITION
TYPE A1 ONLY
1/2" PLYWOOD
PANEL
SECURED W/
HIDDEN
FASTENERS
4" MTL STUD
5/8" GYP BD
WALL BASE
RE: SCHEDULE
0' - 6"
ACOUSTIC
INSULATION
CEILING AS
SCHEDULED
CONTINUOUS ACOUSTIC
SEALANT EACH SIDE
CONTINUOUS ACOUSTIC
SEALANT EACH SIDE
UNDERSIDE
OF EXISTING
CONC.
STRUCTURE
0'-5 1/2"
5
5/8" GYP BD (BOTH SIDES)
(RE: PLAN FOR WALL TYPE)
0' - 5"0' - 5"
SEALANT
BOTH SIDES (TYP)
ALUM STOREFRONT
SYSTEM W/ FULL GLASS
(TYP)
1' - 0"
1/2"
RE: ARCHITECTURAL PLAN
FOR WALL TYPE
E
5
CAULK AT COLUMN
(TYP.)
WD BLOCKING
WHERE REQD
(TYP)
GYP. BD. ON
MTL STUDS @
16" O.C. (TYP.)
EXIST CONC COLUMN
RE: ARCHITECTURAL
PLAN FOR
WALL TYPE
EVENT SPACE 1
CONFERENCE
ROOM 1
CONFERENCE
ROOM 2
D
6
OPERABLEPARTITION
1'-1"(TYP.)@
VIF
2' - 3"
VIF
2' - 0"
EXIST COL
OPERABLE
PARTITION
WD BLOCKING
WHERE REQD
1' - 3"
5/8"GYP BD
ON 3 5/8" MTL STUD
(BOTH SIDES)
B
D D
D
5
EXIST CONC COL
VIF
1' - 5"
VIF
1' - 5"
1'-1"
EVENT SPACE 2
EVENT SPACE 1
CAULK AT COLUMN
(TYP.)
D
D
F
3
CAULK
TYPICAL
AT COLUMN
WD BLOCKING
WHERE REQD
GYP. BD. ON
MTL STUDS @
16" O.C. (TYP.)
D
D D
D
EXIST COL
KRESGE CONNECT
VIDEO CONFERENCING
5/8" TYPE X
GYP BD
0' - 5"
CEILING AS
SCHEDULED
CONTINUOUS
ACOUSTIC
SEALANT EACH
SIDE
GYP. BD.
CLOSURE
UNDERSIDE
OF EXISTING
CONC.
STRUCTURE
4" MTL STUD
1 HOUR RATED
UL DESIGN U465
BASE AS
SCHEDULED
5/8" GYP BD
4" MTL STUD
0' - 5"
UNDERSIDE
OF EXISTING
CONC STRUCTURE
CEILING AS
SCHEDULED
CONTINUOUS
ACOUSTIC
SEALANT
EACH SIDE
CONTINUOUS
ACOUSTIC SEALANT
EACH SIDE
5/8" GYP BD
HORIZONTAL
MTL BRACING
ACOUSTIC
INSULATION 0' - 5"
1/2" FIRE RESISTANT
PLYWOOD PAINTED
TO MATCH WALL TYPE. UNDERSIDE OF
EXISTING CONC.
STRUCTURE
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
3/1/201312:10:00PM
A6.01
Wall Types + Interior
Plan Details
02/22/13
D. Thomas
S. Little
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1 1/2" = 1'-0"A5.03
5 PLAN DETAIL @ MAIL BOXES COUNTER
1 1/2" = 1'-0"
A & A1 GYPSUM BOARD WALL
1 1/2" = 1'-0"
B GYPSUM BOARD WALL WITH PLYWOOD PANELS
1 1/2" = 1'-0"A1.01
2 PLAN DETAIL @ CONF RM 1 & 2
1 1/2" = 1'-0"A1.01
1 PLAN DETAIL @ CONF RM 2
1 1/2" = 1'-0"A1.01
3 PLAN DETAIL @ CONF RM & EVENT SPACE 1
1 1/2" = 1'-0"A1.01
4 PLAN DETAIL @ OPERABLE PARTITION
1 1/2" = 1'-0"A1.01
6 PLAN DETIAL @ OPERABLE PARTITIONS
1 1/2" = 1'-0"A5.03
8 PLAN DEAIL @ KRESGE CONNECT
1 1/2" = 1'-0"
C GYPSUM BOARD FIRE RATED WALL
1 1/2" = 1'-0"
D GYPSUM BOARD WALL (1 SIDED)
1 1/2" = 1'-0"A5.01
E GYPSUM BOARD CHASE WALL
1/18/2013 QUALITY REVIEW
2/22/2013 PERMITS/BIDS
Date: Submitted for:

21. EXIST STEEL COLUMN 5/8" GYP BD ON METAL STUDS @ 16" O.C.
SEE A1.01 FOR PARTITION TYPES
SEALANT
BOTH SIDES
EXISTING
STOREFRONT
8
VIF
3 1/4"
EXISTING WINDOW
MULLION
TAPE & FLOAT
5/8" GYP BD
ON METAL STUDS
NEOPRENE GASKET
W/ ADHESIVE
PROVIDE ACOUSTIC
INSULATION BETWEEN
ALUM. CHANNELS
.063 ALUM. ENCLOSURE
FINISH TO MATCH ALUM.
WINDOW - SET IN SEALANT
AND SECURE TO WINDOW
AND ALUM. CHANNEL WITH
COUNTERSUNK SCREWS
@ 6" O.C.
90.00°
FIXTU
R
ES
TO
C
EN
TER
AR
R
AN
G
E
LIG
H
T
FIXTU
R
ES
TO
C
EN
TER
AR
R
AG
N
G
E
LIG
H
T
NOTE:
EXISTING FIXTURES ARRANGED IN
LAYOUT ABOVE AT AREAS SHOWN ON
CEILING PLAN (A2.02). SEE DETAIL 16,
THIS SHEET FOR ISOMETRIC VIEW AND
TYPICAL MOUNTING HEIGHTS
CONTRACTOR TO MOUNT LOWER FIXTURE
AT 8'-0" FROM FINISHED FLOOR TO BOTT.
OF LIGHT FIXTURE
CONTRACTOR TO MOUNT HIGHER FIXTURE
AT 8'-6" FROM FINISHED FLOOR TO BOTT.
OF LIGHT FIXTURE
VAREIS
SPACER
(TYP)
LIGHT FIXTURE
(TYP)
10'-53/4"+/-
4'-2"
0'-8"
5'-6"A.F.F.
0'-4"
1' - 4"
0' - 4"
0'-3"
SOLID SURFACE
SHELF & BRACKET @
36" O.C. MAX. PROVIDE
BRACE @ EACH END
GYP. BD. ON METAL
STUD. SEE SHEET A1.01
FOR PARTITION TYPES
1 1/2" DIA. METAL ROAD W/
END BRACKETS
WALL REINFORCEMENT
STUD FRAMING
1' - 6"
0'-2"
3'-0"A.F.F.
SOLID SURFACE
BRACKETS (3 EQUALLY
SPACED)
SOLID SURFACE
COUNTER TOP
WALL REINFORCEMENT
STUD FRAMING
SEALANT
4" MTL STUD
WITH FRAMING
@ 16" O.C. (TYP.)
5/8" GYP. BD. ON
METAL STUD (TYP.)
RELOCATED
MAILBOXES
1X2 WD TRIM (TYP.)
HORIZONTAL
BRACING
SLOPE
3/4" FIRE RESISTANT
PLYWOOD PAINTED
TO MATCH WALL TYPE
3' - 3"
2'-5"
VIF
3'-2"
6'-1"0'-3"
RELOCATED
MAILBOXES
GYP. BD. ON METAL
STUD. SEE A1.01 FOR
PARTITION TYPES
1' - 6"
1' - 6"
WIRE HANGERS AS
REQUIRED FOR
SUSPENDED CEILINGS
0'-6"
SEEPLAN
0' - 8"
CEILING AS SCHEDULED
5/8" GYP. BD.
ON METAL STUDS
@ 16" O.C. SECURE
TO STRUCTURE ABOVE
ALUM FRAME
EDGE WITH
MATCHING FINISH
CORNER BEAD
0' - 6"
EXISTING PARTITION
SEE A1.01
WIRE HANGERS AS
REQUIRED FOR
SUSPENDED CEILINGS
CEILING AS SCHEDULED
ALUM EDGE FRAME
WITH MATCHING FINISH
CEILING AS SCHEDULED
EXISTING WALL SEE
A1.01 FOR PARTITION TYPES
ALUM EDGE FRAME
WITH MATCHING FINISH
AT GYP. BD.
PROVIDE 1/4" JOINT
5/8" GYP. BD. ON METAL
STUDS @ 16" O.C.
ALUM. TRIM. FINISH
TO MATCH SOFFIT.
GYP. BD. PARTITION
SEE A1.01 FOR TYPE
WIRE SOFFIT HANGER
AS REQUIRED (TYP.)
CORNER BEAD
NOTE:
SEE DETAIL 10, THIS
SHEET FOR SIM NOTES
& DIMENSIONS
ALUM STOREFRONT SYSTEM W/
FULL GLASS (TYP)
ALIGN NEW PARTITION WITH EXIST.
GYP. BD. (BOTH SIDES) ON
METAL STUDS. SEE SHT.
A1.01 FOR PARTITION TYPES
SEALANT BOTH SIDES
SEMI-RECESSED FIRE
RATED CABINET
NON-RATED WALL
ASSEMBLY, SEE PLAN
FOR TYPE
FE
GYP. BD. CEILING HT.
8' - 6"
WIRE HANGER AS
REQUIRED (TYP.)
5/8" GYP. BD. ON METAL
STUDS @ 16" O.C.
CORNER BEAD
GYP. BD. PARTITION
SEE A1.01 FOR TYPE
EXISTING GYP. BD.
PARTITION. SEE A1.01
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:32:32PM
A6.02
Interior Details
02/22/13
D.T / C.B
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1 1/2" = 1'-0"A5.03
2 PLAN DETAIL AT COPY CENTER
3" = 1'-0"A1.01
1 PLAN DETAIL@ WINDOW
3/8" = 1'-0"A2.02
15 LIGHTING FIXTURE LAYOUT DETAIL
16 LIGHT FIXTURE ISOMETRIC VIEW
1/2" = 1'-0"
14 TYPICAL PENDANT LIGHT FIXTURE
1 1/2" = 1'-0"A5.03
3 COAT ROD AND SHELF DETAIL
Date: Submitted for:
1 1/2" = 1'-0"A5.09
4 COUNTER DETIAL AT MAIL BOX
1/18/2013 QUALITY REVIEW
2/22/2013 BIDS/PERMITS
1" = 1'-0"A5.03
9 SECTION AT MAIL BOX ISLAND
1" = 1'-0"A5.03
5 SECTION THROUGH MAILBOX
NOTE:
SEE DETAIL 9,
THIS SHEET FOR
TYP. NOTES &
DIMENSIONS
1 1/2" = 1'-0"A5.10
6 COMPOSITE CEILING DETAIL AT KRESGE CONNECT ROOM
1 1/2" = 1'-0"A5.10
7 CEILING EDGE DETAIL AT KRESGE CONNECT ROOM
1 1/2" = 1'-0"A5.10
8 EDGE CEILING DETAIL AT KRESGE CONNECT ROOM
1 1/2" = 1'-0"A5.08
10 SOFFIT DETAIL AT PARTITION
1 1/2" = 1'-0"A5.08
11 SOFFIT EDGE DETAIL
1 1/2" = 1'-0"A1.01
12 PLAN DETAIL @ ELEVATOR LOBBY
1" = 1'-0"A1.01
13 FIRE EXTINGUISHER DETAIL
1 1/2" = 1'-0"A2.02
17 CEILING DETIAL AT KRESGE CONNECT

22. SEALANT
BENT ANGLE
REFER TO STRUCTURAL
DRAWING FOR ADDITIONAL
SCOPE
HEADER
DOUBLE BULB
SEAL
5/8" GYP. BD. ON
METAL STUDS
1/2" BALTIC BIRCH
PLYWOOD
RE: ARCHITECTURAL PLAN
EXISTING CONC
BEAM BEYOND
DOOR
(OPEN POSITION)
D
18"x18"GYP.BD.ACCESSPANEL
1'-7"STUDSPACINGFOR
VIF
1'-8"+/-1'-9"
6' - 1"
CEILING
8' - 0"
(2) LAYERS 5/8"
GYP. BD. (ACOUSTIC
BARRIER AS PER ASTM
E 557
EXISTING CONC
BEAM
MOTOR
(BEYOND)
SUSPENDED CEILING
GYP. BD. SOFFIT ON
METAL STUDS @ 16"
O.C.
BATT INSULATION
DEFLECTION MATERIAL
(TYP.)
DIAGONAL BRACING
AS REQUIRED (TYP.)
ELECTRICAL CONTROL
BOX (PAINT TO MATCH
SOFFIT)
5/8" GYP. BD. ON
3 5/8" METAL
STUD @ 16" O.C.
(TYP.)
ACOUSTIC OPERABLE
PARTITION PANEL
POCKET PANEL
9' - 2"
VIF
1'-5"+/-
EXISTING COLUMN
BEYOND
UNDERSIDE OF
EXISTING STRUCTURE
NOTE:
REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL
SCOPE
1/2" PLYWOOD PANEL
ON GYP. BD. ON METAL
STUDS. SEE FINISH
SCHEDULE FOR
PLYWOOD TYPE & SHEET
A1.01 FOR PARTITION
TYPES
DOOR FRAME ASSEMBLY.
SEE STRUCTURAL
OVERHEAD DOOR
ASSEMBLY
STEEL ANGLES
SEE STRUCTURAL
D
5
5
A6.03
GYP. BD. SOFFIT
ON METAL STUDS
OPERABLE PARTITION
PANEL
EXISTING COLUMN
5/8" GYP. BD.
ON METAL
STUDS
EXISTING
STRUCTURAL BEAM
ABOVE (TYP.)
ALIGN
GYP.BD.
SOFFIT
WITH
GYP.BD.
PARTITION
(TYP.)
CEILING
8' - 0"
DIAGONAL BRACING
AS REQUIRED
5/8" GYP. BD. SOFFIT
ON METAL STUDS @
16; O.C.
5/8" GYP. BD. ON
METAL STUDS
@ 16" O.C.
CORNER BEAD
UNDERSIDE OF EXISTING
STRUCTURE
F
5
2' - 4"
2'-4"
EQ EQ EQ EQ
2'-4"EQEQ
11'-6"
23' - 0"
LIGHTING FIXTURE.
SEE SHEET A2.02
EXISTING COLUMN
GYP. BD. CEILING CLOUD
8' - 0"
-
---
11
A6.02
SIM.A6.03
7
LIGHTING FIXTURE. SEE SHEET
A2.02 & ELECTRICAL SHEETS
FOR FIXTURE TYPE & ADDITIONAL
SCOPE (TYP.)
0'-3"0'-4"
0' - 4"0' - 2"
0' - 4" 0' - 2"
0'-5"0'-2"
USE DETAIL 6, THIS SHEET
FOR LOCATION OF CENTER
LIGHT FIXTURE #1. LOCATE
LIGHT FIXTURES #2 THRU #5
USING DIMENSIONS SHOWN
ON THIS DETAIL
CENTER LIGHT FIXTURE #1
LIGHT FIXTURE #3
LIGHT FIXTURE #2LIGHT
FIXTURE #5
LIGHT
FIXTURE #4
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20138:21:08PM
A6.03
Interior Details
02/22/13
C.M
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
1 1/2" = 1'-0"A5.10
2 SECTION DETAIL @ HEAD OVERHEAD DOOR
1 1/2" = 1'-0"A5.10
3 OPERABLE WALL DETAIL @ CEILING
1/18/2013 QUALITY REVIEW
2/1/2013 PERMITS/BIDS
Date: Submitted for:
1 1/2" = 1'-0"A5.09
1 JAMB DETAIL OF OVERHEAD DOOR
1" = 1'-0"A2.02
4 CEILING PLAN DETAIL @ OPERABLE PARTITION
1 1/2" = 1'-0"A6.03
5 SECTION DETAIL AT SOFFIT
1/4" = 1'-0"A2.02
6 CEILING AT RECEPTION/SECURITY DESK
1" = 1'-0"A6.03
7 LIGHTING DETAIL

25. GF
CB D EA
6" W
DOOR WIDTH
6" W
DOORHEIGHT
1'-0"HGT
SAFETY
GLASS
TYPE-1
ALUM. FRAME
(TYP.)
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
ALUM. FRAME
(TYP.)
EXISTING GYP BD.
WALL
ALIGN
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
CAULK
BOTH SIDES
(TYP)
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
ALUM. FRAME
(TYP.)
0'-4"
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
5/8" GYP BD W/ PLYWD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
20' - 2"DOOR WIDTH
DOORHEIGHT
17' - 10"
DOOR WIDTH
DOORHEIGHT
15' - 11"
H
DOORHEIGHT
DOOR WIDTH
DOOR WIDTH
DOORHEIGHT
7' - 0"
DOOR WIDTH
DOORHEIGHT
20' - 2"
A
B
C
ALUMINUM STOREFRONT
WOOD - 5 PLY - FULL GLASS
WOOD - 5 PLY - FULL GLASS SLIDER
HOLLOW METAL
EXISTING HOLLOW METAL DOOR
WOOD BIFOLD DOOR
GLASS OVERHEAD DOOR- (HANGER - STYLE)
D
E
F
G
DOOR TYPE - LABELS
5/8" GYPSUM BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
GLASS TYPE RE:
SCHEDULE
ALUM. STOREFRONT
SYSTEMALUM. CLOSURE
PIECE (TYP.)
CAULK
BOTH SIDES
(TYP)
ALUM. CLOSURE
PIECE (TYP.)
2 1/2"
0' - 4"
5/8" GYP BD
RE: ARCHITECTURAL
PLAN FOR WALL TYPE
SEALANT
BOTH SIDES
(TYP)
RE: ARCHITECTURAL
PLAN FOR
WALL TYPE
STOREFRONT
FRAME W/
FULL GLASS
EXIST
CONC FLOOR
DOOR SCHEDULE INDICATES NEW DOORS AND
EXISTING DOORS REQUIRING MODIFICATIONS.
CONTRACTOR SHALL COORDINATE THE KEYING
OF NEW, REWORKED AND EXISTING DOOR WITH
OWNER'S REQUIREMENTS. ADDITIONAL DOORS
DISCOVERED THAT REQUIRE MODIFICATION SHALL
BE PROMPTLY REPORTED TO THE ARCHITECT.
LOCATION DOORS FRAMES A MINIMUM OF 4"
FROM THE CORNER TO THE BACK OF FRAME
UNLESS OTHERWISE INDICATED
UNDERCUT DOORS AS REQUIRED TO CLEAR
FINISH FLOOR MATERIALS AND TO MAINTAIN FIRE
RATING.
DOORS SHALL BE SINGLE SWING. (UNLESS
OTHER WISE NOTED)
SEE PROJECT MANUAL FOR DOOR HARDWARE
SETS
SECTION 087100 DOOR HARDWARE.
REMARKS:
WOOD TYPE DOOR TO BE ROTARY CUT WHITE
BIRCH
GLASS TYPE- TYPE 1 - SAFETY GLASS
(TEMPERED GLASS)
GENERAL NOTES - DOORS
1.
2.
3.
4.
5.
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C Detroit, MI 48202
313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
Project number
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
2/28/20137:33:24PM
A7.01
Door Schedule
02/22/13
C.M
S. LITTLE
12-29
TechTown First Floor
Renovation
440 Burroughs St. - Detroit, MI
Door Schedule
Door
Number
Door
Fire Rating Hardware
Frame Frame Frame Frame Frame
CommentsWidth Height Thickness Material Finish Type Material Finish Jamb Head
102 3' - 0" 7' - 0" 0' - 2 1/2" ALUM ANODIZE 4 3 ALUM ANODIZE 15/A7.01 14/A7.01 DOOR TYPE - A
103 6' - 0" 7' - 0" 0' - 1 1/2" ALUM ANODIZE 5 5 ALUM ANODIZE 15/A7.01 14/A7.01 DOOR TYPE - H, DOUBLE DOOR
104 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
105 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
108 3' - 0" 7' - 0" 0' - 2 1/2" ALUM ANODIZE 4 2 ALUM ANODIZE 15/A7.01 14/A7.01 DOOR TYPE - A
108A 4' - 0" 7' - 0" 0' - 1 1/2" WOOD STAIN 7 DOOR TYPE - F, BI- FOLD DOOR, GYP. BD. FRAMELESS ENTYRY
108B 4' - 0" 7' - 0" 0' - 1 1/2" WOOD STAIN 7 DOOR TYPE - F, BI- FOLD DOOR, GYP. BD. FRAMELESS ENTYRY
108C 4' - 0" 7' - 0" 0' - 1 1/2" WOOD STAIN 7 DOOR TYPE - F, BI- FOLD DOOR, GYP. BD. FRAMELESS ENTYRY
109 3' - 0" 7' - 0" 0' - 2 1/2" HM PAINT 1HR 6 EXIST. HM PAINT 12 &
13/A7.01
10/A7.01 DOOR TYPE - D, COLOR SELECTION IN SHOP DWG
112 3' - 0" 7' - 0" 0' - 2 1/2" ALUM ANODIZE 4 1 ALUM ANODIZE 15/A7.01 14/A7.01 DOOR TYPE - A
114 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 6 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
115 3' - 0" 7' - 0" 0' - 2" WOOD STAIN 3 1 DOOR TYPE - C, GYP. BD. FRAMELESS ENTRY
116 3' - 0" 7' - 0" 0' - 2" WOOD STAIN 3 DOOR TYPE - C, GYP. BD. FRAMELESS ENTRY
117 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
120 4' - 0" 6' - 8" 0' - 2" HM PAINT 6 1 HM PAINT 12 &
13/A7.01
10/A6.03 DOOR TYPE - E, COLOR SELECTION IN SHOP DWG
122 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
123 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
124 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 2 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
125A 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
125B 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
125C 12' - 0" 8' - 0" 0' - 2" ALUM ANODIZE NONE ALUM ANODIZE 1/A6.03 2/A6.03 DOOR TYPE - G, OVERHEAD HANGER DOOR
126A 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
126B 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
126C 12' - 0" 8' - 0" 0' - 2" ALUM ANODIZE NONE ALUM ANODIZE 1/A6.03 2/A6.03 DOOR TYPE - G, OVERHEAD HANGER DOOR
127 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 2 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
128 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 2 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
132 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
133 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
134 3' - 0" 7' - 0" 0' - 1 3/4" WOOD STAIN 1 1 ALUM ANODIZE 8 & 9/A7.01 7/A7.01 DOOR TYPE - B
139 4' - 0" 6' - 8" 0' - 2" HM PAINT 6 1 HM PAINT 12 &
13/A7.01
10/A7.01 DOOR TYPE - E, REUSE OF EXISTING DOOR
1 1/2" = 1'-0"
10
HM DOOR HEAD DETAIL
1 1/2" = 1'-0"
7
WD DOOR HEAD DETAIL
1 1/2" = 1'-0"
13
HM JAMB @ HINGE
1 1/2" = 1'-0"
12
HM DOOR @ STRIKE
1 1/2" = 1'-0"
8
WD DOOR DETAIL JAMB
1 1/2" = 1'-0"
9
WD DOOR JAMB DETAIL @ STRIKE
1/4" = 1'-0"
4
STOREFRONT GLAZING TYPE
1/4" = 1'-0"
2
STOREFRONT FRAME KRESGE CONNECT VIDEO
CONFERENCING
1/4" = 1'-0"
5
TECH TOWN MANAGEMENT STOREFRONT TYPE 2
1/4" = 1'-0"
3
STOREFRONT FRAME ELEVATOR LOBBY
1/4" = 1'-0"
6
STOREFRONT FRAME TRAINING ROOM
1/4" = 1'-0"
FRAME ELEVATION
1 1/2" = 1'-0"
14
STOREFRONT DOOR HEAD DETAIL
1 1/2" = 1'-0"
15
STOREFRONT DOOR JAMB DETAIL
1/18/2013 QUALITY REVIEW
1 1/2" = 1'-0"
16
STOREFRONT SILL
2/22/2013 PERMITS/BIDS
Date: Submitted for:
NOTE:
STOREFRONT FRAME DIMENSIONS - SEE SHEET A5.08 - INTERIOR
ELEVATIONS FOR THE DIMENSIONS FOR THE STOREFRONT
FRAMING. ALL GLASS IS TO BE SAFETY GLASS TYPE GL - 1.
FLUSH METAL
DOOR (TYP)
SAFETY
GLASS
TYPE GL -1
TYP. FOR
ALUM
DOORS
1
NOTE:
DIMENSION S TYPICAL FOR
DOOR TYPES A, B AND C.
SAFETY GLASS
TYPE GL-1
(TYP.)
SAFETY GLASS
TYPE GL-1
(TYP.)
141 EXIST. EXIST. EXIST. EXIST. EXIST. 8 EXIST. EXIST. EXIST. DOOR TYPE - E, REUSE OF EXISTING DOOR

29. LC Skyfold wall
LC Skyfold wall
440 BurroughsSt.
Detroit, MI 48202
ph. 313.486.1908
www.centricdesignstudio.com
Do Not Scale Drawings
Date
Drawn by
Checked by
Client:
Project:
Location:
Consultants:
Seal:
Sheet Title:
Date: Submitted for:
440 Burroughs St.
Detroit, MI 48202
12-29Project number
TechTown First Floor
Renovations
JMS Engineering Services
32401 West 8 Mile, Suite 2-5
Livonia, MI 48152 | 313.399.2932
Patrick Thompson Design
485 Milwaukee Ave. Ste. 100C
Detroit, MI 48202 | 313.820.3268
www.patrickthompsondesign.com
Ghafari Associates, LLC
17101 Michigan Ave. Dearborn, MI 48126 USA
TEL +1.313.441.3000
www.ghafari.com
S - 1
PARTITION SUPPORT
FRAMING PLAN AND
DETAILS
DECEMBER, 2012
JMS
JMS
122112
2 / 22 / 2013 BIDS/PERMITS