Addendum 1 Part 2 16419.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 180000000018 3
- Issued by
- Saginaw County, Flint City, Michigan
About this file
This addendum document pertains to the Saginaw Correctional Facility Entrance Door Replacement and Masonry Repairs project administered by the Michigan Department of Technology, Management & Budget, State Facilities Administration. The project encompasses the replacement of entrance doors and frames across multiple buildings (100, 200, 300, 400, 500, 700, 800, 900, 1100, and 1200) at the facility located at 9625 Pierce Road, Freeland, Michigan, along with associated masonry repairs. The work includes removal and installation of hollow metal doors, aluminum framed systems, and sliding security gates with electro-mechanical lock assemblies. The project involves architectural demolition, new construction, electrical modifications for door controls and interlocking systems, floor finish repairs, and masonry restoration including tuck-pointing, joint sealing, brick replacement, and installation of thru-wall flashings and weep vents. The contract documents include comprehensive floor plans, elevation drawings, door and frame schedules with specific hardware sets, opening details, wall sections, and electrical power plans with specific callouts for 44 individual door openings across the facility.
The document establishes detailed specifications for material finishes, installation procedures, and quality requirements, with contractor responsibility for field verification of existing conditions prior to fabrication and bidding. Masonry repair quantities are identified based on visual review to establish bidding quantities, with provisions for additional or reduced work scope based on actual field conditions and established unit costs. The contractor bears full responsibility for all demolition means, methods, and safety precautions, protection of existing building elements and adjacent properties, legal disposal of demolition materials, and repair of any damage caused during construction at no additional cost. The project requires coordination among architectural, electrical, and structural drawings, with specific attention to preserving existing masonry construction, protecting existing floor mats and equipment, and salvaging existing electro-mechanical lock assemblies for reinstallation in new frames.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Advertisement 16419.pdf | ||
| LEIN Form 16419.pdf | ||
| SIGMA Notice (Buy4Michigan Language) 16419.pdf | ||
| Specifications 16419.pdf | ||
| Drawings 16419.pdf | ||
| Addendum 1 Part 1 16419.pdf | ||
| IMPORTANT NOTICE - SIGMA VSS.docx | DOCX document |
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Text version
Saginaw Correctional Facility List of Drawings
Sheet Number Sheet Title
A0-01 General Project Information
65 Market Street Mount Clemens, MI 48043
586-469-3600
Department of Corrections Saginaw Correctional Facility - Entrance Door Replacement and Masonry Repairs
PARTNERS in Architecture, PLC Michigan Department of Technology, Management & Budget
Cover Sheet - Entrance Door Replacement and Masonry Repairs
File No: 472/16419.APL Index No: 46630
Architectural
A0-00
LOCATION MAP
A0-03
A3-01
PROJECT SITE
A0-02 Composite Campus Plan
9625 Pierce Road, Freeland, MI 48623
State Facilities Administration
D
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N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
NORTH
M-47 - MIDLAND RD.
Enlarged Door Area Floor Plans - New - Buildings 300, 400, 500, 700, 800, 900, 1100, 1200
A3-02
SA
RL
E
PIERCE RD.
HERCULES RD.
N RIVER RD.
VASOLD RD.
TITTABAWASSEE RIVER
KOCHVILLE RD.
Enlarged Door Area Floor Plans - New - Buildings 100, 200
A1-01
A1-02
Enlarged Door Area Floor Plans - Demo - Buildings 100, 200 Enlarged Door Area Floor Plans - Demo - Buildings 300, 400, 500, 700, 800, 900, 1100, 1200
Door Schedules, Frame and Door Types, Special Frame Details
A0-04 Opening Details
Architect: Owner:
A0-05 Opening Details
CO
VE
R
SH
EE
T
- E
NT
RA
NC
E
DO
OR
R
EP
LA
CE
M
EN
T
AN
D
M
AS
ON
RY
R
EP
AI
RS
Lansing, MI 48917 3111 West Joseph Street
517-284-7900
A5-01 Exterior Elevations, Masonry Repairs - Building 100 A5-02 Exterior Elevations, Masonry Repairs - Building 300 A5-03 Exterior Elevations, Masonry Repairs -
Building 800 & 900 A5-04 Exterior Elevations, Masonry Repairs - Building 1100, 1200
Electrical
E1-01 Electrical Door Area Power Plans - Demo - Buildings 100, 200, 500, 700, 800, 900, 1200
E3-01 Electrical Door Area Power Plans - New - Buildings 100, 200, 500, 700, 800, 900, 1200
A6-01 Wall Sections & Details
E0-01 Composite Campus Electrical Plan
SITE MAP
No Scale No Scale
0%
C D
/0
4/
Ad de nd um
-1
/0 4/
MI
N.
1 1 /2" 48
" M
AX
7"-9"
" B F to be approved 60
" B
F
EQ.
"-3
6"
"-3
6"
20"
4"
"-1
9"
FIN. FLR.
FIN. FLR.
AT SHOWER
SOAP DISH
SANITARY NAPKIN
DISPENSER
BF GRAB BAR
AT SIDE WALL
EQ. 40
LINE
ELEVATORELEVATOR CALL
BUTTON / SIGNAGE
HALL LANTERN
EXIT LIGHT
SIGNAGELOUD SPEAKER
HVAC CONTROLS
and DUPLEX OUTLET
TELE. WALL JACK
FIRE ALARM
PULL BOXPUSH BUTTON
KEY SWITCH or or DIMMERCARD READER LIGHT SWITCH at ELEVATORS
FIRE EXIT SIGN
" M
IN
. T
O
CE
N.
LINE
FIN. FLR.
"and Size by Architect by Arch.
to be approved
Text. Graphic, 6'- 8"
M
IN
. C
LR
" S
TD
4"
FIN. FLR.
LINE
EQ.
W12W11W10W9
W13 W14 W15 W16
W17 W20W18 and CLOCK
W19
ELECTRIC PANEL
6'- 8"
M
IN
. C
LR
CUP and FACIAL
TISSUE DISPENSER
HOOKS
" S
TD
4"
"-4 4"
B F
TYPICAL WALL
ITEM ALIGNMENT
Shelf
4" MIN
Door
16" MAX
SHOWER SEAT
and WASTE RECPT.
PAPER TOWEL DISP.
CO
UR
SI
NG
MA
SO
NR
Y
AL
IG
N
W
ME
CH
. R
EQ
FIN. FLR.
UNDER LAVATORY
ACCESS PANEL
TOILET STALL
LINE
ACCESS PANEL
SHOWER HEAD and
CONTROL AREA
AT SIDE WALL
SAN. NAPKIN DISPOSAL
MIRROR
SURFACE MOUNTED
HINGED ACCESS
PANELS 12" X 12"
WALL MOUNTED
SOAP DISPENSER
HINGED ACCESS
PANELS 16" X 16"
SAN. NAPKIN DISPOSAL
UON
UON
AT GRAB BAR
AB
OV
E
LA
V.
TOWEL BAR
LENGTH
59" MIN.
HOSE
SEAT /
AT GRAB
BAR
BF GRAB BAR
AT SHOWERAT SIDE WALL
TOILET TISSUE DISP.
EQ.
" M
AX
"-4
4"
" M
AX
" M
AX
. S
TD
" M
IN
. B
F
" M
AX
BF
CO
OR
. W
IT
H
5"
" M
IN
" M
AX
" M
IN
" M
AX
CN
TR
L.
AR
EA
18"
EQ.EQ.
"-1
9" B
F (S
EA
T
HT
4"
P16
P11
P21
5" M
IN
WALLS 14" X 14"
NOTE: HINGED ACCESS
PANEL @ STUD
and/or SHELF
P12
P17
P22
P13
P18
P23
P14
P19
P24
P15
P20
P25
FIN. FLR.
LINE
MEDICINE
CABINET
" S
TD
LINE
" M
AX
SHOWER
AB
OV
E
LA
V. 76
CURTAIN ROD DRYER
HAND and HAIR
" S
TD 72
" S
TD
" B F.
PLUMBING FIXTURES and TOILET ACCESSORIES side of stall.
shall face open
WATER CLOSET
5" S
TD
-1 9"
B F
(S
EA
T
HT
42"MIN
Mounting Height Schedule
Flush Valve
CABINET
FIRE VALVEB.F. TELEPHONE FIRE EXTINGUISHER
WALL MOUNTED ACCESSORIES
VARIES
VA
RI
ES
VARIES
VA
RI
ES
" M
IN
FIN. FLR.
LINE
Audible Alarm
" M
AX
. F
RO
NT
A
PP
RO
AC
H
Text. Graphic, " M
AX
. S
ID
E
AP
PR
OA
CH
Visual/
6" M
AX
1 1/2" CLR
12" and Size
NOTE:
W1
W7
W2 W3
W6
W4
W8
CABINET
W5
B.
F.
FIRE HOSE RACK and
HA
ND
LE
H
EI
GH
T
FIRE EXTINGUISHER
WALL BRACKET
with grab bar per codes
" M
IN
Toilet Paper Dispenser Access Panel and Coordinate Flush Valve
GRAVEL/STONE
SAND/GRAVEL
(VENEER FINISH)
SHIM MATERIAL
(GRANULAR MATERIAL)
(SUB-BASE MATERIAL)
PLYWOOD/PARTICLE
(NOTE MATERIAL)
(WOOD, METAL, ETC.)
(NOTE MATERIAL)
ACOUSTIC/THERMAL
(MARBLE, STONE)
WOOD/SOLID SPECIES
/SEMI-RIGID
(NOTE MATERIAL)
(GRANITE, ETC.)
(SECTION/ELEVATION)
(NOTE MATERIAL)
(FINISH MATERIAL)
(NOTE MATERIAL)
(CONTINUOUS
BLOCKING)
WOOD
STONE
CONCRETE
(SECTION)
CONC., STONE,
PLASTER
(ELEVATION)
RIGID
(NOTE MATERIAL)
BRICK
ALUMINUM, ETC.
STEEL/COPPER, METAL,
(CONCRETE BLOCK
C.M.U.
BATT OR BLANKET
(NOTE TYPE)
INSULATION
CARPET
INSULATION
ACOUSTIC/THERMAL
(NOTE TYPE)
JOINT FILLER
PLASTER GYPSUM/
CEMENTITIOUS ON
METAL LATH
(NOTE MATERIAL)
GYPSUM WALL
BOARD
BOARD
Material Poche Indications
HI-LOW /
DRINKING FOUNTAIN AT REAR WALL
BF GRAB BARURINAL WALL MOUNTED
LAVATORY
LINE
FIN. FLR.
GROUT SOLID CELLS
" M
AX
7" B
F
" S
TD
C.M.U. - SOLID OR
18"
BF
8" MIN.
7" M
IN
. B
9" M
IN
. B
F
" M
AX
B
MIN.
6" M
AX
. S
PO
UT
" M
IN
30"
"-3
6"
20"
P2
36"MIN
NOT ALL HEIGHTS SHOWN ARE TYPICAL FOR ALL ITEMS WHERE THEY OCCUR
UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS, (B.F. DENOTES BARRIER FREE REQUIREMENTS)
NOT ALL ITEMS SHOWN ON THIS DRAWING MAY OCCUR ON THIS PROJECT
P1
P6 P7
P3
P8
P4
P9
P5
P10
WATER HEATER
WATER CLOSET
WATERPROOFING
WATER RESISTANT
WELDED WIRE FABRIC
WELDED WIRE MESH
WIDTH, WIDE, WEST
VINYL COMPOSITION TILE
VINYL RESILIENT STRIP
VINYL WALL COVERING
WALL HYDRANT
VAPOR BARRIER
TRANSFORMER
TOWEL & WASTE CABINET
UNLESS OTHERWISE NOTED
TOP & BOTTOM
THROUGH/THOUGHOUT
TOILET PAPER HOLDER
TONGUE AND GROOVE
TOP ELEVATION
TOP OF CURB
TOP OF STEEL
TOP OF CONCRETE
TANGENT POINT
TEMPERATURE, TEMPERED
VAPOR RETARDER
E
FIRE EXTINGUISHER CABINET
FURR
FVC
FD
FLUOR
FTG
FDN
FA
FS
FLD
FHS
FPR
FEC
FL
FURR(ED), (ING)
FIRE VALVE CABINET
FIRE HOSE STATION
FIRE PROOFING
FLOOR(ING)
FLOOR DRAIN
FLUORESCENT
FOUNDATION
FRESH AIR
FOOTING
FAR SIDE
FIELD
MCC
MTD
MULL
MOUNT(ED), (ING)
MOTOR CONTROL CENTER
MULLION
ELECTRIC WATER COOLER
EXPOSED CONSTRUCTION
FOC
FIN
FF
FÁ
FT
FE
EXT
F
EQUIP
ESC
EXH
EXP CONST
EB
EJ
EMER
ENC
EQ
ELEV
EL
EXTERIOR
FACE OF CONCRETE
FACTORY FINISH
FEET/FOOT
FINISH(ED)
FIRE EXTINGUISHER
DEGREES FAHRENHEIT
ELEVATION
ELEVATOR
EMERGENCY
ENCLOS(E), (URE)
ESCALATOR
EXPANSION BOLT
EXPANSION JOINT
EQUIPMENT
EXHAUST
EQUAL
EA
EW
ELEC
EWC
EF
E
EACH FACE
EACH WAY
ELECTRIC(AL)
EACH
EAST
MEZZ
mm
MIN
MIR
MISC
MISC
MET T.
ML
MON.
MET
MDS
MC
MED
MEM
MILLIMETER(S)
METAL DIVIDER STRIP
METAL THRESHOLD
MISCELLANEOUS
MISCELLANEOUS IRON
MEZZANINE
MINIMUM
MIRROR
METAL LATH
MONITOR(ED)
METAL
MEDICINE CABINET
MEDIUM
MEMBER
SWITCH
SUPPORTS
SUSPENDED
SWITCHBOARD
SWITCHGEAR
SYMMETRY(ICAL)
SUPP
SUSP
SW
SWBD
SWGR
SYM
GP
GWB
GYP L
GALV
GL
g
GRD
GYP
GR
G
GA
GAL
GYPSUM PLASTER
GYPSUM WALL BOARD
GYPSUM LATH
GAGE, GAUGE
GLASS, GLAZING
GRADE, GRADING
GALVANIZED
GRAM
GROUND
GYPSUM
GALLON
OPPOSITEOPP
OA
OH
OD
OPP HD
Oz
OS
ORIG
OUTSIDE DIAMETER
OVERHEAD
OUTSIDE AIR
OUNCE
ORIGINAL
OPPOSITE HAND
OUTSIDE
NATURAL COLOR ANODIZED
NATURALNAT
NOT TO SCALENTS
OFF
O/C
OPG
O
NO (#)
OFFICE
OPENING
ON CENTER(S)
NUMBER
NIC
NRC
NOM
NEG
NCA
NA
N
NOT APPLICABLE
NOT IN CONTRACT
NORTH
NOMINAL
COEFFICIENT
NOISE REDUCTION
NEGATIVE
N
EPDM ETHYLENE PROPYLENE
DIENE MONOMERS
FULLY-ADHEREDFSRS
SHEET ROOFING SYSTEM
MEMB MEMBRANE
REV REVISION(S), REVISED
LHR LEFT HAND REVERSE
DF
DIM
DO
DT
DWG
D/W
DN
DET
DIFF
DIAG
DL
DRINKING FOUNTAIN
DEAD LOAD
DIAMETER
DIFFUSER
DIMENSION
DISHWASHER
DOOR OPENING
DRAIN TILE
DIAGONAL
DOWN
DRAWING
DETAIL
MANUFACTURE(R)MFR
MAT
MAX
MECH
MAR T.
MKB
MAR
MO
MAS
MARKER BOARD
MASONRY OPENING
MARBLE THRESHOLD
MATERIAL(S)
MAXIMUM
MECHANICAL
MARBLE
MASONRY
M
MH
MAG
LLV
L.P.
LV
LOC
LL
LG
LLBB
LLH
LLO
L
LT
LP
LIN
LTG
LOCATE/LOCATION
LOW VOLTAGE
LONG LEG VERTICAL
MAGNETIC
MANHOLE
LOW POINT
LIGHTING PANEL
LINEAR, LINEAL
LONG LEGS BACK
LONG LEG HORIZONTAL
LONG LEG OUTSTANDING
LIVE LOAD
TO BACK
LONG
LENGTH
LIGHT
LIGHTING
STORAGESTOR
STREET
STORM DRAIN
STRUCTURAL
SUPPLY AIR
STRUCT
SD
ST
SA
SEALERSEAL
SHEET
SIMILAR
SERVICE SINK
SINK
SOUTH
SOIL BORING
SPEAKER
SQUARE
SQUARE FOOT (OR STOREFRONT)
STAGGERED
SECTION
SOUND TRANSMISSION CLASS
SPACER, SPACING
SPECIFICATION(S)
SQUARE CENTIMETER
STAINLESS STEEL
SHORT LEG OUTSTANDING
STONE
STEEL
STATION
STANDARD
SPK
SPEC(S)
STAG
SST
STN
STA
STL
STD
SQ
cm
SF
SHT
SIM
STC
SPC
SLO
SECT
SK
SB
S
SS
RIGHT HAND
RISER
ROAD
RIGHT OF WAY
ROOF DRAIN
RIGHT HAND REVERSE
ROOM
ROOF SUMP
ROOFING
RUBBER
SANITARY
SCHEDULE
SCORED JOINT
RECEPTACLE
ROUGH OPENING
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN WASTE
RUB
SAN
SND
SNWR
SCH
SJ
S
RHR
ROW
RFG
RD
RS
RM
RO
RH
R
Rd
INCLUDE(D), (ING)INCL
CARD READERCR
CONCRETE MASONRY UNIT
CONTINUOUS OR CONTINUE
CORRUGATED OR CORRIDOR
CONCEALEDCONCE
D
DPR
DP
CTR
CYL
CTSK
CF
CY
CONST
CONT
CONST JT
CORR
CONTR
CJ
CONC
CMU
CONN
CYLINDER
COUNTERSUNK
CUBIC FOOT
CUBIC YARD
DAMPROOFING
DAMPER
CENTER
CONCRETE
(CONCRETE BLOCK)
CONNECTION
CONSTRUCTION
CONTRACT(OR)
CONTROL JOINT
CONSTRUCTION JOINT
CER
CW
COL
COMB
CHK
COMP
CT
CL
CLOS
CO
CHDK PL
CLG
CEM
CM
C TO C
CÁ
CPT
CES
CB
CIP
CI
CERAMIC
CERAMIC TILE
COAT HOOK
CLEAR(ANCE)
CLEAN OUT
COLD WATER
COMBINATION
COMPRESS(ED),(ION),(IBLE)
CHECKERED PLATE
COLUMN
CLOSET
CARPET(ED)
CARPET EDGE STRIP
CAST IRON
CATCH BASIN
CENTER TO CENTER
CENTIMETER(S)
CAST-IN-PLACE
DEGREES CENTIGRADE
CEILING
CEMENT
LAB
LAV
LH
LAM
LCC
KO
L kg/m
K
KIT
KSI
kg/cm 2 kg
KV
KW
KVA
KWH
LABORATORY
LEAD COATED COPPER
LAMINATE(D)
LAVATORY
LEFT HAND
KNOCKOUT
KILOVOLT/AMPERE
KILOWATT-HOUR
KILOGRAM PER METER
KILOGRAM PER SQUARE
KIPS PER SQUARE INCH
CENTIMETER
KITCHEN
KIPS
KILOGRAMS
KILOVOLT
KILOWATT(S)
JST
JB
K
J
JT
JC
INTERM
INV
IRR
INT
INFO
INSUL
ICA
ID
JUNCTION BOX
JANITOR'S CLOSET
JOIST
JOINT
INSULATE(D), (ION)
INTEGRAL COLOR
INTERMEDIATE
INSIDE DIMENSION
INTERIOR/INTERNAL
ANODIZED
INVERT
IRRIGATION
INFORMATION
ABOVE REFERENCE FLOOR
ACOUSTICAL TILE (OR ACTIVE)
ADDENDUM
ALTERNATE OR ALTERNATIVE
BLKG
BL
C
CABT
BOT
BLDG
BC
BD
BS
BRG
BM
BETW
BIT
B.F.
BP BP
B
L
BLOCKING
BOTH SIDES
BOTTOM OF CURB
BUILDING LINE
CABINET
BOARD
BOTTOM
BUILDING
BARRIER FREE
BASE PLATE OR
BITUMINOUS
BEARING P
BENCH MARK OR BEAM
BEARING
BETWEEN
L
AB
ANOD
ARCH
ASPH
AUTO
AGG
A/C
ALT
ANCH
AL,ALUM
ACCT
AC
ACT
ADD
ADJ
AP
A
ARF
AFF
AGGREGATE
AIR CONDITIONING
ANCHOR BOLT
ANODIZED
ARCHITECT(URAL)
AUTOMATIC
ALUMINUM
ANCHOR, ANCHORAGE
ASPHALT
ACOUSTICAL
ADJACENT
ACCESS PANEL
ABOVE FINISHED FLOOR
ACCENT
HARDWOODHWD
I
IN(")
HP
HB
HW
HR
HWH
H
HS
HC
HM
HORIZ
HP
HTG
H&V
HVAC
HT
HORSE POWER
HOT WATER HEATER
INCH(ES)
HOSE BIBB
HOT WATER
HOUR
AIR CONDITIONING
HIGH STRENGTH
HOLLOW CORE
HOLLOW METAL
HEATING & VENTILATING
HEATING/VENTILATION/
HIGH
HORIZONTAL
HIGH POINT
HEATING
HEIGHT
H
HDCP
HDWE
HDBD
HANDICAP(PED)
HARDWARE
HARDBOARD
VINYLVIN
PE PASSENGER ELEVATOR
RECEIVING
REFERENCE
REFRIGERATOR
REQUIRED
RESILIENT
RESILIENT TILE
REGISTER
RETURN AIR
RECESS(ED)
RADIUS, RADIATOR, RADIATION
RAINWATER CONDUCTOR
REFLECT(ED), (IVE), (OR)
REINFORCE(D), (ING)
QUARRY TILE
QUARRY TILE BASE
RECVG
REF
REFL
REFR
REG
REINF
REQD
RESIL
REC
RT
RA
RAD
QB
R
RC
QT
PERMANENT
PLASTER
PLASTIC LAMINATE
PLATE
PLUMBING
PLYWOOD
POLISHED
POUND(S)
PREFABRICATE(D)
POLYVINYL CHLORIDE
POUNDS PER CUBIC FOOT
POUNDS PER FOOT
POUNDS PER LINEAL FOOT
POUNDS PER SQUARE FOOT
PRECAST CONCRETE
PCF
PPF
PSF
PLF
PRE-FAB
Q
PC
lb/#
PERM
PLAS
PL
PLBG
PLWD
POL
PVC
PL
WITHOUTW/O
YD
WD
Y
YARD
WOOD
WH
WT
WWF
WWM
W W/
WM
WC
WP
WR
WS
WAIN
WHYD
W
VRS
VCT
VWC
VIT
WEIGHT
WITH
WATER MAIN
WATERSTOP
WAINSCOT
VITREOUS
PAINT(ED) (OR POINT)
PANEL
PARKING
PARTICLE BOARD
PARTITION
PAIR
PHYSICALLY HANDICAPPED
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER &
RECEPTACLE COMBINATION
PT
PNL
PTD
PTD/R
PKG
PBD
PARTN
PH
PR
P
VA
VB
VAR
VERT
VEST
UR
V
U
UH
UON
TWC
TRAN
T
TYP
VARNISH
VERTICAL
VESTIBULE
VALVE
URINAL
UNIT HEATER
TREAD
TYPICAL
T&G T&B
TE
TOC
TC
TOS
THRES
THRU
TOIL
TPH
TOL
TEL
TV
TEMP
TERR
THERM
THK
TKB
TP
T
THRESHOLD
TOLERANCE
TOILET
TELEPHONE
TELEVISION
TERRAZZO
THICK(NESS)
THERMOSTAT
TACKBOARD
Abbreviations
VR
ETR EXISTING TO REMAIN
NONCOMBUSTIBLE
ADDITIONALADD'L
SPECIFIEDSPEC'D
EP EPOXY
R (CONT.)
CHAN CHANNEL
NONCOMB
C
FWP FABRIC WRAPPED PANEL
P
PERPENDICULAR
CHANNEL
L CENTERLINE
ANGLE
L
GENERAL NOTE
SHEET NUMBER FROM WHICH DRAWING IS
AT
AND
ROUND
PLATE
SHEET NUMBER WHERE ELEVATION IS LOCATED
THE ENTRY DOOR NUMBER SHALL BE THE
SAME AS THE ROOM NUMBER - IF MORE THAN
ONE (1) DOOR IS INDICATED ON THE PLAN FOR
REFERENCED
SHEET NUMBER WHERE SECTION IS LOCATED
DETAIL NUMBER
DARKENED ARROW INDICATES ELEVATED WALL
REF. FLR.
DETAIL NUMBER
DETAIL NUMBER
EL. 00'-0"
DETAIL TITLE
DRAWING SCALE
ONE ROOM, EACH DOOR IN THAT AREA
Graphic Symbols
ROOM NUMBER
WILL BE IDENTIFIED
Drawing 3/4" = 1'-0"
A5-03
A1-03
ADD'L SHEET(S) FROM WHICH DRAWING IS
KEY NOTE SYMBOL INDICATES WORK AS
A3-02
A
A8-03
NOTE: ELEVATION SYMBOL USED FOR
INTERIOR & EXTERIOR ELEVATIONS.
REFERENCED
NOTE: SECTION SYMBOL USED FOR
WALL & BUILDING SECTIONS.
Line Type Designation
EXISTING ITEM TO REMAIN
EXISTING ITEM TO BE REMOVED
NEW ITEM AS NOTED
LOBBY
100A
Text Symbols
NOTE: SYMBOL INDICATES A SPECIFIC
HEIGHT IN AN ELEVATION OR SECTION VIEW
QUARTER
8'-0" HEIGHT OF FINISHED CEILING ABOVE FINISHED FLOOR
TT
WALL TYPE SYMBOL INDICATES WALL TYPE DESIGNATION - REFER
TO WALL TYPE DRAWINGS FOR ADD'L INFO. SHEET A1-2
IN AN ELEVATION OR SECTION VIEW
DESCRIBED IN KEYNOTE LIST ON SAME DRAWING
SHEET AS KEYNOTE OCCURS
BRK BRICK
FB FACE BRICK
QTR
RUBBER BASE (OR RESILIENT BASE)RB
(OR SPORTS FLOORING)
TERRAZZO TILE
x'-x
VINYL TILEVT
SEALED CONCRETES.CONC
LSWD LINEAR SUSPENDED WOOD CEILING
HEIGHT OF FINISHED CEILING ABOVE FINISHED FLOOR
IN A PLAN VIEW
39"-41"
"-4
1"
12"
18"
24"MIN
4"
3" -6
VIF VERIFY IN FIELD
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
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ST
A
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M
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H
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A N
R O
B
ER
T C
. H A
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, R
A , N
C A
R B
, D
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EC
TO
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ST
A
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F
A C
IL
IT
IE
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A D
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IN
IS
TR
A
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D
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IG
N
A N
D C
O N
ST
R
U C
TI
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N D
IV
IS
IO
N
GE
NE
RA
L
PR
OJ
EC
T
IN
FO
RM
AT
IO
N
Composite Campus Plan 1/64" = 1'-0"
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
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A N
R O
B
ER
T C
. H A
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, R
A , N
C A
R B
, D
IR
EC
TO
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ST
A
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F
A C
IL
IT
IE
S
A D
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IN
IS
TR
A
TI
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D
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IG
N
A N
D C
O N
ST
R
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TI
O
N D
IV
IS
IO
N
N
CO
M
PO
SI
TE
C
AM
PU
S
PL
AN
FIN FL
F1
8" 2'
-8
1'-3 1/2"5"
AS
S
CH
ED
AS SCHED AS SCHED
Door Types
AS
S
CH
ED
Door/ Openings General Notes:
AS SCHED 2"2"
FIN FL
Frame Types
B
Door/ Opening Key Notes:
Frame Types
A
AS
S
CH
ED
AS SCHED
F3
AS SCHED
F4
AS SCHED
2"2"
AS
S
CH
ED
UL
ED
FIN FL
D
2"
1'-10" MO VIF
2"
FIN FL
2" 2'-7"
2" 2" 2'-7"
7" VARIES 7"
AS SCHED
G
AS SCHED
AS
S
CH
ED
F
FIN FL
E
5"
5" VARIES 5"
3'
-6
VA
RI
ES
7"
C
AS SCHED
AS
S
CH
ED
1' -0
6" VARIES 6"
FIN FL
AS
S
CH
ED
1' -0
VA
RI
ES
1' -8
8"
3' -8
/2
2"
3' -2
/2
AS
S
CH
ED
UL
ED
2"
4' -6
6"
2' -4
6"
7"
7" VARIES 7"
A. FIELD VERIFY ALL OPENINGS PRIOR TO DOOR/FRAME FABRICATION
B. COORDINATE ALL HARDWARE WITH DOOR/FRAME FABRICATION
C. SET REMOVABLE GLAZING STOPS ON INTERIOR SIDE OF DOOR W/ SECURITY FASTENERS
1. DEDUCT ALTERNATE NO. 1
2. FABRICATE CUSTOM DOOR FRAME TO PROVIDE FOR SALVAGED ELECTRO-MECHANICAL LOCK ASSEMBLY.
VERIFY LOCK DIMENSIONS PRIOR TO FABRICATION.
3. REINSTALL SALVAGED ELECTRO-MECHANICAL LOCK IN DOOR FRAME. REFER TO HARDWARE SCHEDULE IN SPECS.
4. SLIDING SECURITY ENTRANCE GATE WITH ELECTRO-MECHANICAL LOCK
5. REMOVABLE MULLION
6. INTERLOCK WITH DOOR 100 S2
7. INTERLOCK WITH DOOR 100 S1
8. INTERLOCK WITH EXISTING DOORS 100E AND 100F
9. INTERLOCK WITH DOOR 100 S3
F8
F2
2"
AS
S
CH
ED
UL
ED
FIN FL
4"
AS SCHED 2"
AS SCHED6 1/2" 2"
AS
S
CH
ED
UL
ED
2"
F7
3" 3"
1' -0
LOCK BOX
OPENING
VERIFY DIM.
FIN FL
AS SCHED
2"
AS
S
CH
ED
UL
ED
2"
5'-6" MO VIF
9'-4" MO VIF
AS SCHED
F13F11 F12
EQ
2"2"
AS
S
CH
ED
UL
ED
FIN FL
2"
AS SCHED
2" 2"
EQ
2"
VA
RI
ES
7"
2"
AS SCHED10"
F9
AS SCHED
4"2"
FIN FL
2'-6 1/2" 2"
12'-10" MO VIF
SEE DETAILS "1A"
& "1B" THIS SHEET
6'-8 1/2" MO VIF
F10
AS SCHED
4"2"
FIN FL
3'-2 1/2" 2"
7'-4 1/2" MO VIF
F5
AS SCHED
4" 2"
FIN FL
3'-2" 2"
7'-4" MO VIF
VA
RI
ES
6"
2' -4
AS
S
CH
ED
UL
ED
2"
F9A - SEE DETAILS "2A" & "2B"
F9B - SEE DETAILS "3A" & "3B"
THIS SHEET
EQ
2"2"
AS
S
CH
ED
UL
ED
FIN FL
2"
AS SCHED
2" 2"
EQ
2"
3' -5
6"
2' -4
2"
AS SCHED1'-4"
12'-8" MO VIF
6"
NOT USED
AS
S
CH
ED
UL
ED
7"
6'-4" MO VIF
6" 2'
-3
VA
RI
ES
6"
2' -4
AS
S
CH
ED
UL
ED
2"
VA
RI
ES
6"
2' -4
AS
S
CH
ED
UL
ED
2"
2"
F6
AS SCHED
4"2"
FIN FL
2'-6" 2"
6'-8" MO VIF
VA
RI
ES
6"
2' -4
AS
S
CH
ED
UL
ED
2"
SEE DETAILS "4A" &
"4B" THIS SHEET
F10A - SEE DETAILS "2A" & "2B"
F10B - SEE DETAILS "3A" & "3B"
THIS SHEET
VA
RI
ES
6"
2' -0
6"
VA
RI
ES
6" 1'
-1 0"
4" LOCK BOX
OPENING
VERIFY DIM.
LOCK BOX
OPENING
VERIFY DIM.
6"
6"
6" 6"
F7
Interior
Exterior
1A
A0-03
Interior
Exterior
2A
A0-03
F9A F10A
FRAME "F7" - KEY NOTES:
FRAME "F9A" and "F10A" - KEY NOTES:
TYPE "F9A" or "F10A" HOLLOW METAL FRAME
STEEL GROUT PLATES WELDED TO FRAME - AND GALVANIZED
AFTER FABRICATION
EXISTING ELECTRO-MECHANICAL DETENTION LOCK BOX ASSEMBLY
- SALVAGED AND RE-INSTALLED BY CONTRACTOR. VERIFY
DIMENSIONS. REFER TO HARDWARE SCHEDULE AND ELEC.
TYPE "F7" HOLLOW METAL FRAME
STEEL GROUT PLATES WELDED TO FRAME - AND GALVANIZED AFTER
FABRICATION
EXISTING ELECTRO-MECHANICAL DETENTION LOCK BOX ASSEMBLY -
SALVAGED AND RE-INSTALLED BY CONTRACTOR. VERIFY DIMENSIONS.
REFER TO HARDWARE SCHEDULE AND ELEC.
1' -0
4 1/4"5 3/4" VERIFY
3" 3"
OP
EN
IN
G
AS
S
CH
ED
UL
ED
10" AS SCHED
Exterior Interior
9" V
ER
IF
Y
OP
EN
IN
G
AS
S
CH
ED
UL
ED
5 3 /4" AS SCHED
Interior
Exterior
Exterior Interior
3A
A0-03
F9B F10B
FRAME "F9B" and "F10B" - KEY NOTES:
TYPE "F9B" or "F10B" HOLLOW METAL FRAME
STEEL GROUT PLATES WELDED TO FRAME - AND GALVANIZED AFTER
FABRICATION
EXISTING ELECTRO-MECHANICAL DETENTION LOCK BOX ASSEMBLY -
SALVAGED AND RE-INSTALLED BY CONTRACTOR. VERIFY DIMENSIONS.
REFER TO HARDWARE SCHEDULE AND ELEC.
OP
EN
IN
G
AS
S
CH
ED
UL
ED
5 3 /4" AS SCHED
Interior
Exterior
Exterior Interior
4A
A0-03
F5 F6
FRAME "F5" and "F6" - KEY NOTES:
TYPE "F5" or "F6" HOLLOW METAL FRAME
STEEL GROUT PLATES WELDED TO FRAME - AND GALVANIZED
AFTER FABRICATION
LOCK
ASSEMBLY
9"
4 1/4"5 3/4" VERIFY
3" 3"
OP
EN
IN
G
AS
S
CH
ED
UL
ED
10" AS SCHED
Exterior Interior
LOCK
ASSEMBLY
5 3/4" VERIFY
LOCK
ASSEMBLY
T3
ALUM HALF SADDLE
THRESHOLD- INSTALL
WITH SECURITY
FASTENERS IN BED OF
SEALANT 1"
EXISTING FLOOR FINISH
PATCH TO MATCH AS
REQUIRED
DOOR AND FRAME
AS SCHEDULED
EXISTING
CONCRETE SLAB
6" = 1'-0"
6" = 1'-0"
Threshold Details
T1HALF SADDLE THRESHOLD 6" = 1'-0"
T2
AS SCHEDULED"
ALUM THRESHOLD- LOCATE
CENTERED BENEATH DOOR -
INSTALL WITH SECURITY
FASTENERS IN BED OF
SEALANT
EQ. EQ.
FULL SADDLE THRESHOLD
EXISTING FLOOR
FINISH - PATCH TO
MATCH AS REQUIRED
DOOR AND FRAME AS
SCHEDULED
NEW "SCHLUTER" EDGE
STRIP AT VCT TO QUARRY
TILE TRANSITION
EXISTING FLOOR FINISH
PATCH TO MATCH AS
REQUIRED
DOOR AND FRAME
AS SCHEDULED
EXISTING
CONCRETE SLAB
EXISTING FLOOR FINISH
PATCH TO MATCH AS
REQUIRED
DOOR SILL AT VCT TO
QUARRY TILE TRANSITION
1, 2, 3
2, 3
2, 3
2, 3
2, 3
1, 2, 3
1, 2, 3
2, 3
2, 4, 6
2, 4, 7
2, 4, 8
1, 2, 3
1, 2, 3
1, 2, 3
2, 3
Door / Opening Schedule - Main Level
DOOR NO.
DOOR / OPENING SIZE (W X H)
(CONTRACTOR TO VERIFY DOOR
SIZE IF OPENING IS EXISTING)
DOOR FRAME FRAME
DEPTH
DETAILS
SEE SHEETS A0-04 & A0-05 WALL
THICKNESS
HDWR
SET
DOOR / OPENING KEY NOTES
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB THRES. / SILL
100A-1 3'-4" X 6'-10" F ALUM. PREFIN. F12 ALUM. PREFIN. 6 1/2" D19/ D20 D21 / D22 T1 / D23 14 2.0
100A-2 3'-4" X 6'-10" F ALUM PREFIN
SAME AS
100A-1
- - - - 6 1/2" D19 / D20 D21 / D22 T1 / D23 14 2.0
100B-1 3'-4" X 7'-2" F ALUM. PREFIN. F12 ALUM. PREFIN. 4 1/2 D24 / D25 D26 D27 6 3.0
100B-2 3'-4" x 7'-2" F ALUM PREFIN
SAME AS
100B-1
- - - - 4 1/2" D24 / D25 D26 D27 6 3.0
100C 3'-2" X 6'-10" E HM PNT-1 F1 HM PNT-1 10 D1 D2 T1 14 7.0
100D 3'-0" X 6'-10" B HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
100E EXISTING TO REMAIN - - - - - - - - - - - - - - - - - - - - - - - - 9
100F EXISTING TO REMAIN - - - - - - - - - - - - - - - - - - - - - - - - 9
100S1 6'-4" X 8'-0" M.O. G ALUM. PREFIN. F13 ALUM. PREFIN. 5 1/2" D32 D33 / D37 D31 6" 1.0
100S2 6'-4" X 8'-0" M.O. G ALUM. PREFIN. F13 ALUM. PREFIN. 5 1/2" D32 D37 / D36 D31 6" 1.0
100S3 6'-4" X 8'-0" M.O. G ALUM. PREFIN. F13 ALUM. PREFIN. 5 1/2 " D32 D34 / D37 D31 12 1.0
200A-B (2) 3'-6" X 7'-0" D HM PNT-1 F11 HM PNT-1 6 3/4 D4/D15 D16/D17 T1 9 3/4" 7.0
200E 3'-2" X 6'-10" D HM PNT-1 F1 HM PNT-1 10 D1 D2 T1 14 4.0
200F 3'-2" X 6'-10" C HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
200G 3'-2" X 6'-10" C HM PNT-1 F3 HM PNT-1 10 D1/D7 D6/D8 T1/D9 14 5.0
200H 3'-2" X 6'-10" C HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
200J 3'-2" X 6'-10" C HM PNT-1 F1 HM PNT-1 10 D1 D2 T1 14 7.0
200K 3'-0" X 6'-10" A HM PNT-1 F7 HM PNT-1 10 D1 D2/D13 T2 14 13.0
200L 3'-0" X 6'-10" A HM PNT-1 F7 HM PNT-1 10 D1 D2/D13 T2 14 13.0
200M 3'-0" X 6'-10" A HM PNT-1
F7 OPP.
HAND
HM PNT-1 10 D1 D2/D13 T2 14 13.0
200N 3'-0" X 6'-10" A HM PNT-1 F7 HM PNT-1 10 D1 D2/D13 T2 14 13.0
200O 3'-2" X 6'-10" C HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 6.0
200P 3'-2" X 6'-10" D HM PNT-1 F1 HM PNT-1 10 D1 D2 T1 14 4.0
300A (1) 3'-6" X 7'-10" D HM PNT-1 F4 HM PNT-1 10 D1 / D7 D5 / D8 T1/D10 14 9.0
400A 3'-2" X 7'-2" C HM PNT-1 F1 HM PNT-1 10 D1 D2 T1 14 11.0
400B (1) 3'-6" X 7'-2" C HM PNT-1 F5 HM PNT-1 5 3/4 D11 / D12 D28 / D29 /
D30
T1 9 1/4 11.0
400C (1) 3'-6" X 7'-2" C HM PNT-1 F6 HM PNT-1 5 3/4 D11 / D28 D28 / D29 /
D30
T1 9 1/4 12.0
500A (1) 3'-6" X 7'-2" C HM PNT-1
F9A OPP
HAND
HM PNT-1 10 D1 / D7 D2 / D8 /
D18 T1 14 14.0
500C (1) 3'-6" x 7'-2" C HM PNT-1
F9B OPP
HAND
HM PNT-1 5 3/4 D38 / D39 D40 / D41 /
D14 T3 / D42 6 17.0
700A (1) 3'-6" X 7'-2" C HM PNT-1 F9B HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29
T1 8 3/4 14.0
700B (1) 3'-6" X 7'-2" C HM PNT-1
F10B OPP
HAND
HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29 T1 8 3/4 14.0
800A (1) 3'-6" X 7'-2" C HM PNT-1 F9B HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29
T1 8 3/4 14.0
800B (1) 3'-6" X 7'-2" C HM PNT-1
F10B OPP
HAND
HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29 T1 8 3/4 14.0
900A (1) 3'-6" X 7'-2" C HM PNT-1 F10B HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29
T1 8 3/4 14.0
900B (1) 3'-6" X 7'-2" C HM PNT-1 F9B HM PNT-1 5 3/4 D11 / D12 D14 / D28 /
D29
T1 8 3/4 14.0
1100A 3'-2" X 7'-2" B HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
1100B 3'-2" X 7'-2" B HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 10.0
1100C 3'-2" X 7'-2" B HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
1100D 3'-2" X 7'-2" A HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
1100E (2) 3'-10" X 8'-0" A HM PNT-1 F2 HM PNT-1 10 D3 D2 T2 14 15.0 5
1100F 3'-2" X 7'-2" A HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 10.0
1100G (2) 2'-10" X 8'-0" A HM PNT-1 F2 HM PNT-1 10 D3 D2 T2 14 16.0 5
1100H 3'-2" X 7'-2" A HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 6.1
1100J 3'-2" X 7'-2" B HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 8.0
1100K 3'-2" X 7'-2" A HM PNT-1 F1 HM PNT-1 10 D1 D2 T2 14 10.0
1200B (1) 3'-6" x 7'-2" C HM PNT-1
F10A OPP
HAND
HM PNT-1 10 D1 / D7 D2 / D8 /
D18 T1 14 14.0
1200C (1) 3'-6" X 7'-2" C HM PNT-1
F10B OPP
HAND
HM PNT-1 5 3/4 D38 / D39 D40 / D41 /
D14 T3 / D42 6 17.0
2, 3
2, 3
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
IG
A N
R O
B
ER
T C
. H A
LL
, R
A , N
C A
R B
, D
IR
EC
TO
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ST
A
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F
A C
IL
IT
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A D
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IS
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A
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D
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IG
N
A N
D C
O N
ST
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N
Type "F7" Frame Section 3/8" = 1'-0"
1A A0-03
Type "F7" Frame Detail 3/8" = 1'-0"
1B A0-03
DO
OR
S
CH
ED
UL
ES
, F
RA
M
E
AN
D
DO
OR
T
YP
ES
, S
PE
CI
AL
F
RA
M E
DE
TA
IL
S
Type "F9A"/"F10A" Frame Section 3/8" = 1'-0"
2A A0-03
Type "F9" / "F10" Frame Detail 3/8" = 1'-0"
2B A0-03
Type "F9B"/"F10B" Frame Section 3/8" = 1'-0"
3A A0-03
Type "F9B"/"F10B" Frame Detail 3/8" = 1'-0"
3B A0-03
Type "F5" / "F6" Frame Section 3/8" = 1'-0"
4A A0-03
Type "F5" / "F6" Frame Detail 3/8" = 1'-0"
4B A0-03
P:\2017\17-134-SOM Saginaw Correctional Facility – Door Replacements\02_CAD\A0-03-Door & Frame Schedules, Types, Details.dwg, 9/21/2017 3:31:04 PM, PFindlan
D13" = 1'-0"HM DOOR HEAD @ EXISTING LINTEL
H.M. FRAME ANCHORS
@ 2'-0" O.C.
EXISTING
LINTEL(S) TO
REMAIN
SEALANT
(BOTH SIDES)
ALL AROUND
2"
D2
D3
D4
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
D5
D12 D8
3" = 1'-0"
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
2"
3"
1"
3"10"1"
H.M. FRAME ANCHORS
@ 2'-0" O.C.
EXISTING
LINTEL(S) TO
REMAIN
SEALANT
(BOTH SIDES)
ALL AROUND4"
3"10"1"
HM SIDELIGHT HEAD AT EXISTING LINTEL HM DOOR HEAD @ EXISTING LINTEL
3" = 1'-0"
2"
HM VERTICAL MULLION AT SIDELIGHT
DOOR AS
SCHEDULED
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
D6
HM SIDELIGHT JAMB AT EXIST.MASONRY
2"
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3"
1"
2"
HM DOOR / SIDELIGHT JAMB AT MASONRY SILL
DOOR AS
SCHEDULED
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3"
1"
D10
D73" = 1'-0"HM SIDELIGHT HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
SEALANT
(BOTH SIDES)
ALL AROUND
2"
3"10"1"
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
HM DOOR JAMB AT EXISTING MASONRY
HM FRAME AS
SCHEDULED, ANCHORED
TO MASONRY AS REQ.
AND GROUT SOLID
1'-2" VERIFY IN FIELD
SEALANT
(BOTH SIDES)
SEALANT
(BOTH SIDES)
ALL AROUND
D93" = 1'-0"HM SIDELIGHT SILL AT EXIST. MASONRY
3"10"1"
D113" = 1'-0"
HM FRAME AS
SCHEDULED, ANCHORED
TO MASONRY AS REQ.
AND GROUT SOLID
SEALANT (BOTH
SIDES) ALL
AROUND
3" = 1'-0"HM SIDELIGHT SILL AT EXIST. CONC. SLAB
3"10"1"
EXISTING CONCRETE
TO REMAIN
D143" = 1'-0"HM VERTICAL MULLION AT ELECTRONIC LOCKS
D13
D19
3" = 1'-0"
6"
3"
1"
HM ELECTRONIC LOCK JAMB AT EXIST. MASONRY
ALUM DOOR HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
SEALANT
(BOTH SIDES)
ALL AROUND
D21
3" = 1'-0"
ALUM FRAMED
ENTRANCE SYSTEM -
AS SCHEDULED
D20ALUM SIDELIGHT HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
SEALANT
(BOTH SIDES)
ALL AROUND
3" = 1'-0"
ALUM FRAMED
GLAZING SYSTEM -
AS SCHEDULED
3" = 1'-0"
3" = 1'-0"
D22
D23
1' -2
VE
RI
FY
IN
F
IE
LD
ALUM SILL AT
SIDELIGHT FRAMING
3" = 1'-0" D24
EXISTING
CONCRETE SLAB
3" = 1'-0"
3"
D153" = 1'-0"
3" = 1'-0"
2"
DOOR AS
SCHEDULED
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3/
4"
3/
4"
HM DOOR HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
WALL BEYOND
2"
6 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
D16
EXISTING
LINTEL(S) TO
REMAIN
WALL BEYOND
2"
6 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
DOOR AS
SCHEDULED
HM SIDELIGHT JAMB AT EXISTING MASONRY 3" = 1'-0"
D17
D18
HM FRAME ANCHORED
TO MASONRY AS REQ. -
GROUT SOLID
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3" = 1'-0"
4"
HM VERTICAL MULLION AT ELECTRONIC LOCKS
HM FRAME
- GROUT SOLID
DOOR AS
SCHEDULED
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
HM VERTICAL MULLION AT SIDELIGHT
3" = 1'-0"
EXISTING FLOOR
FINISH - PATCH
TO MATCH AS
REQUIRED
EXISTING FLOOR
FINISH - PATCH
TO MATCH AS
REQUIRED
2"
3"6 1/2" 4 1/2"
3"6 1/2" 4 1/2"
1/
2"
2"
2"
7"
SEALANT
(BOTH SIDES)
ALL AROUND
ALUM FRAMED
GLAZING SYSTEM -
AS SCHEDULED
6 1/2"
3" = 1'-0" D25
SEALANT ON BACKER
DOOR AS SCHEDULED
41 2"
2" 2"
ALUM FRAMED
GLAZING SYSTEM
(BOTH SIDES)
PRESERVATIVE WD SHIM
GLAZING AS SCHEDULED
WALL AS DESIGNATED ON
PLAN OR EXISTING
ALUM SIDELIGHT JAMB
AT EXISTING MASONRY
ALUM VERTICAL MULLION
AT SIDELIGHT
ALUM SIDELIGHT JAMB
AT EXISTING MASONRY
ALUM SIDELIGHT HEAD
@ EXISTING LINTEL
D26
HM DOOR HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
WALL BEYOND
2"
5 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
DOOR AS
SCHEDULED
EXISTING
LINTEL(S) TO
REMAIN
WALL BEYOND
2"
5 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
HM SIDELIGHT HEAD @ EXISTING LINTEL
ALUM DOOR HEAD @ EXISTING LINTEL
3" = 1'-0" D27
ALUM SILL AT
SIDELIGHT FRAMING
EXISTING FLOOR FINISH -
PATCH TO MATCH AS
REQUIRED
7"
SEALANT
(BOTH SIDES)
ALL AROUND
ALUM FRAMED
GLAZING SYSTEM -
AS SCHEDULED
4 1/2"
SEALANT (BOTH
SIDES) ALL AROUND
D283" = 1'-0"
2"
HM FRAME ANCHORED TO
MASONRY AS REQ. -
GROUT SOLID
D293" = 1'-0"
4"
HM FRAME
- GROUT SOLID
DOOR AS
SCHEDULED
3/
4"
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3/
4"
D303" = 1'-0"
4"
DOOR AS
SCHEDULED
HM FRAME ANCHORED
TO SLAB AS REQ.
- GROUT SOLID
3/
4"
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
3/
4"
HM VERTICAL MULLION
HM SIDELIGHT JAMB
AT EXISTING MASONRY
HM DOOR JAMB AT
EXISTING MASONRY
DOOR AS
SCHEDULED
SET IN BED
OF SEALANT
EXISTING
CONCRETE SLAB
SET IN BED
OF SEALANT
GLAZING STOP ON INTERIOR
SIDE WITH SECURITY
FASTENERS
GLAZING STOP ON
INTERIOR SIDE WITH
SECURITY FASTENERS
D
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TM
EN
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OP
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IN
G
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TA
IL
3' -6
7' -5
7"
8' -0
EXISTING CEILING
REMOVABLE HEADER
(FROM SECURE SIDE)
POWER OPERATED EXTRUDED
ALUM. DOORS & FRAMES
REMOVABLE STOPS ON SECURE SIDE.
TAMPER-PROOF SCREWS OR FIXED
STOPS ON INMATE SIDE.
LAMINATED SECURITY GLASS -
REFER TO SPEC.
CABLE SPACE
ANCHORS (TYP) - BOTH SIDES
AND BOTTOM
SLIDING SIDELIGHT
D32
A0-05
D31
A0-05
KEY CYLINDER -
BOTH SIDES
NEW
ELECTRO-
MECHANICAL
LOCK
GLAZING AS SCHEDULED
ALUM FRAMED GLAZING
SYSTEM
PRESERVATIVE WD SHIM
GLAZING AS SCHEDULED
EXISTING WALL
2" 1/2"
8"
SEALANT ON BACKER
ROD (BOTH SIDES AND
ALL AROUND)
ALUM FRAME
ANCHORED
TO MASONRY
AS REQ'D
PRESERVATIVE WD
SHIM AS REQ'D
EXISTING LINTEL TO
REMAIN - PAINT ALL
EXPOSED AREAS TO
ADJACENT SURFACES
SLIDING GLASS
DOOR AS SCHEDULED
/8
1/ 2"
1' -0
D313" = 1'-0"SLIDING GLASS DOOR SILL
D32
D33
D34
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
D35
D36
3" = 1'-0"D373" = 1'-0"
3" = 1'-0"
SLIDING GLASS DOOR HEAD
SLIDING GLASS DOOR JAMB AT EXIST. MASONRY
SLIDING GLASS DOOR JAMB AT EXIST. STEEL COLUMN
GLAZING AS SCHEDULED
ALUM FRAMED GLAZING
SYSTEM
PRESERVATIVE WD SHIM
GLAZING AS SCHEDULED
EXISTING WALL
5 1/4"1/2"
8"
SLIDING DOOR
FIXED SIDELIGHT
SLIDING GLASS DOOR JAMB AT EXIST. STEEL COLUMN
SLIDING GLASS DOOR JAMB AT EXIST. MASONRY SLIDING GLASS DOOR MULLION
ALUM FRAMED GLAZING
SYSTEM
EXISTING WALL
5 1/4"1/2"
12 GA. ALUMINUM CLOSURE
PLATE AND TRIM, BOTH SIDES
ELECTROMECHANICAL
LOCK WITH KEY CYLINDER
ON BOTH SIDES
SEALANT ON BACKER ROD
(BOTH SIDES)
PRESERVATIVE WD SHIM
GLAZING AS SCHEDULED
ALUM FRAMED GLAZING
SYSTEM
EXISTING WALL
12 GA. ALUMINUM
CLOSURE PLATE AND
TRIM, BOTH SIDES
SLIDING GLASS
DOOR AS SCHEDULED
ELECTROMECHANICAL
LOCK WITH KEY CYLINDER
ON BOTH SIDES
SEALANT ON BACKER ROD
(BOTH SIDES) SEALANT ON BACKER ROD
(BOTH SIDES)
GLAZING AS SCHEDULED
SEALANT ON BACKER ROD
(BOTH SIDES)
PRESERVATIVE WD SHIM
EXISTING COLUMN
D42
HM FRAME AS
SCHEDULED, ANCHORED
TO MASONRY AS REQ.
AND GROUT SOLID
SEALANT (BOTH
SIDES) ALL
AROUND
3" = 1'-0"HM SIDELIGHT SILL AT EXIST. CONC. SLAB
5 3/4"
EXISTING CONCRETE
TO REMAIN
EXISTING FLOOR
FINISH - PATCH
TO MATCH AS
REQUIRED
D383" = 1'-0"HM DOOR HEAD @ EXISTING LINTEL
EXISTING
LINTEL(S) TO
REMAIN
2"
5 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
DOOR AS
SCHEDULED
D403" = 1'-0"
2"
HM FRAME ANCHORED TO
MASONRY AS REQ. -
GROUT SOLID
D413" = 1'-0"
HM SIDELIGHT JAMB
AT EXISTING MASONRY
HM DOOR JAMB AT
EXISTING MASONRY
DOOR AS
SCHEDULED
GLAZING STOP ON INTERIOR
SIDE WITH SECURITY
FASTENERS
GLAZING STOP ON INTERIOR
SIDE WITH SECURITY
FASTENERS
D393" = 1'-0"
EXISTING
LINTEL(S) TO
REMAIN
2"
5 3/4"
SEALANT (BOTH
SIDES) ALL AROUND
HM SIDELIGHT HEAD @ EXISTING LINTEL
Sliding Door at Sally Port Room - Typical Elevation 1/2" = 1'-0"
A0-02
D
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TM
EN
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A G
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EN
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A , N
C A
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3 6
TYP OF 4
Ñ12 '-1
0"
MO VI
F Ñ12
'-1 0"
MO VI
F
100A
100B
3 6
1 6
Ñ 3'
-6 " M
O
VI
F
200J
Ñ3'-8" MO VIF
0M
Ñ 3'
-6 " M
O
VI
F
1 6
200E
TYP OF 4
TYP OF 3
Ñ12'-8" MO VIF
0D
0C
0B
0A
Ñ3'-6" MO VIF
0-
O Ñ 3'
-6 " M
O
VI
F
200P 200N
Ñ 3'
-8 " M
O
VI
F
Ñ3'-8" MO VIF
0L
4 6
Ñ 3'
-8 " M
O
VI
F
200K18
Ñ 3'
-6 " M
O
VI
F
1 6
200H
Ñ3'-6" MO VIF
0F
Ñ5'-6" MO VIF
2 6
8 8
0G
1 6
Ñ 3'
-4 " M
O
VI
F
100D
1 6
Ñ 3'
-6 " M
O
VI
F
100C
Ñ 6'
-3
/4 " M
O
VI
F
5 6
Ñ6'-3 3/4" MO VIF
13 13
5 6
Ñ 6'
-3
/4 " M
O
VI
F
0S
100S2
0S
5 6
17 13
0F
0E
D
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TM
EN
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A N
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EN
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B U
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Enlarged Demo Plan - Doors 100A and 100B 1/4" = 1'-0"
1/2 A0-02
Enlarged Demo Plan - Doors 100D 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200H 1/4" = 1'-0"
A0-02
DEMO FLOOR PLAN - KEY NOTES:
REMOVE EXISTING HM DOOR AND FRAME. PREP OPENING FOR NEW WORK
REMOVE EXISTING HM DOOR, FRAME AND SIDELIGHT FRAME/GLAZING.
PREP OPENING FOR NEW WORK
REMOVE EXISTING ALUMINUM DOOR(S) AND FRAME. PREP OPENING FOR NEW
WORK
REMOVE EXISTING HM DOOR AND FRAME. PREP OPENING FOR NEW WORK
REFER TO ELEC.
REMOVE EXISTING ALUMINUM SLIDING DOOR, FRAMING AND GLAZING- PREP
OPENING FOR NEW WORK. REFER TO ELEC.
REMOVE ALL EXISTING DOOR HARDWARE. COORDINATE WITH FACILITY FOR
ANY HARDWARE TO BE SALVAGED.
REMOVE EXISTING THRESHOLD- PREP OPENING FOR NEW WORK
EXISTING MASONRY WALL CONSTRUCTION TO BE REMAIN. PROTECT FROM
ANY AND ALL DAMAGE DURING REMOVAL OF DOORS/ FRAMES
EXISTING FLOOR MAT AND RECESSED EDGE FRAME TO REMAIN
- PROTECT FROM ANY AND ALL DAMAGE
REMOVE EXISTING VCT FLOOR FINISH AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING RESILIENT WALL BASE AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING QT FLOOR FINISH AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING QT BASE AS NECESSARY FOR REMOVAL AND INSTALLATION
OF NEW WORK
REMOVE EXISTING ALUMINUM CLOSURE PANELS.
EXISTING FLOORING AND BASE TO TO REMAIN - PROTECT FROM ANY AND ALL
DAMAGE
EXISTING CONCRETE FLOOR TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
REMOVE AND SALVAGE EXISTING ELECTRO-MECHANICAL LOCK ASSEMBLY
FOR REUSE IN NEW WORK. REFER TO ELEC.
SAWCUT AND REMOVE SECTION OF EXISTING CONCRETE SLAB AT DOOR SILL.
PREP FOR NEW WORK
A. ALL DEMOLITION DRAWINGS AND DEMOLITION DETAILS ARE PROVIDED TO
SHOW THE GENERAL SCOPE OF THE DEMOLITION WORK. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL DEMOLITION WORK
NECESSARY TO ACCOMPLISH NEW WORK. THE DEMOLITION DRAWINGS AND
DETAILS MAY NOTE TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER
AREAS (AND ARE DESIGNATED WITH DASHED, HIDDEN OR STRUCK THRU
LINES).
B. COORDINATE ALL DEMOLITION WORK WITH ALL ARCHITECTURAL, AND / OR
ELEC. DRAWINGS. CONTRACTOR RESPONSIBLE TO REFERENCE ALL DRAWINGS/
SPECIFICATIONS TO CONFIRM EXTENT OF DEMOLITION WORK.
C. REFER TO DRAWING "A0-01" FOR ABBREVIATIONS AND OTHER SYMBOL
DEFINITIONS.
D. ALL REMOVED ITEMS, INCLUDING FLOORING, OPENINGS, ETC ARE TO BE
PATCHED/REPAIRED AND PREPPED TO RECEIVE NEW WORK AND/OR FINISHES.
E. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY
PRECAUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
F. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND UNDERSTANDING
EXISTING CONDITIONS PRIOR TO BIDDING.
G. CONTRACTOR SHALL PROTECT EXISTING BUILDING ELEMENTS AND SITE FROM
DAMAGE CAUSED BY CONSTRUCTION OR CONSTRUCTION TRADES.
CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS (IDENTIFIED BY OWNER,
AND/OR ARCHITECT) AT NO ADDITIONAL COST.
H. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.
DEMO FLOOR PLAN - GENERAL NOTES:
DEMO FLOOR PLAN - LEGEND:
EXISTING WALL
EXISTING
SIDELIGHT FRAME
& GLAZING
EXISTING DOOR /
FRAME
EXISTING SIDELIGHT
FRAME & GLAZING TO
BE REMOVED
EXISTING DOOR / FRAME
TO BE REMOVED
EXISTING FLOOR FINISHES
TO BE REMOVED
EXISTING CONCRETE SILL
SECTION TO BE REMOVED
Enlarged Demo Plan - Doors 200G 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200F 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200E 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200A, 200B, 200C, 200D 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200P 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200J 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200O 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200N 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Demo Plan - Doors 200M 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Demo Plan - Doors 200L 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Demo Plan - Doors 100C 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Doors 200K 1/4" = 1'-0"
A0-02
ALTERNATE-1
N N N N N
N N N N N N
N
N N
N
Enlarged Demo Plan - Doors 100S1 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Doors 100S2 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Doors 100S3 1/4" = 1'-0"
A0-02
N
BU
IL
DI
NG
S
0, EN
LA
RG
ED
D
OO
R
AR
EA
F
LO
OR
P
LA
NS
DE
M O
Ñ9'-4" MO VIF
12 13
0A
Ñ6'-8" MO VIF
0C
Ñ 3'
-6 " M
O
VI
F
400A
Ñ7'-4" MO VIF
0B
Ñ6'-8" MO VIF
8 13
0A
4 6
Ñ 6'
-8 " M
O
VI
F
700A18
Ñ 7'
-4 " M
O
VI
F
700B 18
Ñ3'-6" MO VIF
A
4 6
Ñ 6'
-8 " M
O
VI
F
800A18
Ñ 7'
-4 " M
O
VI
F
800B 18
4 6
Ñ 6'
-8 " M
O
VI
F 9
900B18
Ñ 7'
-4 " M
O
VI
F
900A 18
Ñ3'-6" MO VIF
B
Ñ3'-6" MO VIF
C
Ñ 3'
-6 " M
O
VI
F
1100D
Ñ 8'
-0 " M
O
VI
F
1100E
Ñ 3'
-6 " M
O
VI
F
1100F
Ñ 6'
-0 " M
O
VI
F
1100G
Ñ3'-6" MO VIF
H
1 6
Ñ 3'
-6 " M
O
VI
F
161100J
1 6
Ñ 3'
-6 " M
O
VI
F
1100K
Ñ7'-4" MO VIF
12 8
B
18 64
Ñ7'-4" MO VIF
8 11
C
13 1312
Ñ6'-8" MO VIF
8 8
0C18
11 11
13 1312
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
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A N
R O
B
ER
T C
. H A
LL
, R
A , N
C A
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, D
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TO
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A
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F
A C
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IT
IE
S
A D
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IN
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TR
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D
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IG
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A N
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ST
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DEMO FLOOR PLAN - KEY NOTES:
REMOVE EXISTING HM DOOR AND FRAME. PREP OPENING FOR NEW WORK
REMOVE EXISTING HM DOOR, FRAME AND SIDELIGHT FRAME/GLAZING.
PREP OPENING FOR NEW WORK
REMOVE EXISTING ALUMINUM DOOR(S) AND FRAME. PREP OPENING FOR NEW
WORK
REMOVE EXISTING HM DOOR AND FRAME. PREP OPENING FOR NEW WORK
REFER TO ELEC.
REMOVE EXISTING ALUMINUM SLIDING DOOR, FRAMING AND GLAZING- PREP
OPENING FOR NEW WORK. REFER TO ELEC.
REMOVE ALL EXISTING DOOR HARDWARE. COORDINATE WITH FACILITY FOR
ANY HARDWARE TO BE SALVAGED.
REMOVE EXISTING THRESHOLD- PREP OPENING FOR NEW WORK
EXISTING MASONRY WALL CONSTRUCTION TO BE REMAIN. PROTECT FROM
ANY AND ALL DAMAGE DURING REMOVAL OF DOORS/ FRAMES
EXISTING FLOOR MAT AND RECESSED EDGE FRAME TO REMAIN
- PROTECT FROM ANY AND ALL DAMAGE
REMOVE EXISTING VCT FLOOR FINISH AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING RESILIENT WALL BASE AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING QT FLOOR FINISH AS NECESSARY FOR REMOVAL AND
INSTALLATION OF NEW WORK
REMOVE EXISTING QT BASE AS NECESSARY FOR REMOVAL AND INSTALLATION
OF NEW WORK
REMOVE EXISTING ALUMINUM CLOSURE PANELS.
EXISTING FLOORING AND BASE TO TO REMAIN - PROTECT FROM ANY AND ALL
DAMAGE
EXISTING CONCRETE FLOOR TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
REMOVE AND SALVAGE EXISTING ELECTRO-MECHANICAL LOCK ASSEMBLY
FOR REUSE IN NEW WORK. REFER TO ELEC.
SAWCUT AND REMOVE SECTION OF EXISTING CONCRETE SLAB AT DOOR SILL.
PREP FOR NEW WORK
A. ALL DEMOLITION DRAWINGS AND DEMOLITION DETAILS ARE PROVIDED TO
SHOW THE GENERAL SCOPE OF THE DEMOLITION WORK. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL DEMOLITION WORK
NECESSARY TO ACCOMPLISH NEW WORK. THE DEMOLITION DRAWINGS AND
DETAILS MAY NOTE TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER
AREAS (AND ARE DESIGNATED WITH DASHED, HIDDEN OR STRUCK THRU
LINES).
B. COORDINATE ALL DEMOLITION WORK WITH ALL ARCHITECTURAL, AND / OR
ELEC. DRAWINGS. CONTRACTOR RESPONSIBLE TO REFERENCE ALL DRAWINGS/
SPECIFICATIONS TO CONFIRM EXTENT OF DEMOLITION WORK.
C. REFER TO DRAWING "A0-01" FOR ABBREVIATIONS AND OTHER SYMBOL
DEFINITIONS.
D. ALL REMOVED ITEMS, INCLUDING FLOORING, OPENINGS, ETC ARE TO BE
PATCHED/REPAIRED AND PREPPED TO RECEIVE NEW WORK AND/OR FINISHES.
E. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY
PRECAUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
F. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND UNDERSTANDING
EXISTING CONDITIONS PRIOR TO BIDDING.
G. CONTRACTOR SHALL PROTECT EXISTING BUILDING ELEMENTS AND SITE FROM
DAMAGE CAUSED BY CONSTRUCTION OR CONSTRUCTION TRADES.
CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS (IDENTIFIED BY OWNER,
AND/OR ARCHITECT) AT NO ADDITIONAL COST.
H. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.
DEMO FLOOR PLAN - GENERAL NOTES:
DEMO FLOOR PLAN - LEGEND:
EXISTING WALL
EXISTING
SIDELIGHT FRAME
& GLAZING
EXISTING DOOR /
FRAME
EXISTING SIDELIGHT
FRAME & GLAZING TO
BE REMOVED
EXISTING DOOR / FRAME
TO BE REMOVED
EXISTING FLOOR FINISHES
TO BE REMOVED
EXISTING CONCRETE SILL
SECTION TO BE REMOVED
Enlarged Demo Plan - Door 300A 1/4" = 1'-0"
A0-02
ALTERNATE-1
BU
IL
DI
NG
S
0, , 5
, 7
, 8
, 9
, 1
0, Enlarged Demo Plan - Door 400A 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Door 400B 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Door 400C 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Door 500A 1/4" = 1'-0"
A0-02
Enlarged Demo Plan - Door 700A 1/4" = 1'-0"
A0-02
N N
N
EN
LA
RG
ED
D
OO
R
AR
EA
F
LO
OR
P
LA
NS
DE
M
O
Enlarged Demo Plan - Door 1100A 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100G 1/4" = 1'-0"
A0-02
N
N N N
Enlarged Demo Plan - Door 700B 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100B 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100H 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 800A 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 800B 1/4" = 1'-0"
A0-02
ALTERNATE-1
N
Enlarged Demo Plan - Door 900A 1/4" = 1'-0"
A0-02
ALTERNATE-1
N
Enlarged Demo Plan - Door 900B 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100C 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100D 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100E 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100F 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100J 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1100K 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1200B 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 1200C 1/4" = 1'-0"
A0-02
N
Enlarged Demo Plan - Door 500C 1/4" = 1'-0"
A0-02
3 6
TYP OF 2
Ñ12 '-1
0" V.I
.F.
Ñ12 '-1
0" V.I
.F.
100A-2
100B-2
100A-1
100B-1
1 6
Ñ 3'
-6 " V
.I.
F.
200J
Ñ3'-8" V.I.F.
0M
11 14
Ñ 3'
-6 " V
.I.
F.
1 6
200E
13 14
TYP OF 2
Ñ12'-8" V.I.F.
0B
0A
Ñ3'-6" V.I.F.
0-
O
14 14
Ñ 3'
-6 " V
.I.
F.
200P
200N
Ñ 3'
-8 " V
.I.
F.
8 9
8 9
1 6
Ñ3'-8" V.I.F.
0L
8 9
9 11
Ñ 3'
-8 " V
.I.
F.
200K
8 14
Ñ 3'
-6 " V
.I.
F.
1 6
200H
11 14
Ñ3'-6" V.I.F.
0F
Ñ5'-6" V.I.F.
2 6
9 8
0G
1 6
Ñ 3'
-4 " V
.I.
F.
100D
1 6
Ñ 3'
-6 " V
.I.
F.
100C
5 6
Ñ 6'
-3
/4 " V
.I.
F.
Ñ6'-4 3/4" V.I.F.
12 158 17
13 13
5 6
Ñ 6'
-4
/4 " V
.I.
F.
0S
100S2
0S
12 15
5 6
1613 14
13 13
0F
0E
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
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A N
R O
B
ER
T C
. H A
LL
, R
A , N
C A
R B
, D
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EC
TO
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ST
A
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F
A C
IL
IT
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S
A D
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IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Doors 100A-1, 100A-2, 100B-1 and 100B-2 1/4" = 1'-0"
1 / 2 A0-02
Enlarged Plan - Doors 100D 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200H 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200G 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200F 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200E 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200A, 200B 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200P 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200J 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200-O 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200N 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Plan - Doors 200M 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Plan - Doors 200L 1/4" = 1'-0"
A0-02
ALTERNATE-1
Enlarged Plan - Doors 100C 1/4" = 1'-0"
A0-02
Enlarged Plan - Doors 200K 1/4" = 1'-0"
A0-02
ALTERNATE-1
EN
LA
RG
ED
D
OO
R
AR
EA
F
LO
OR
P
LA
NS
NE
W
BU
IL
DI
NG
S
0, N N N N N
N N N N N N
N
N N
N
A. ALL NEW WORK DRAWINGS AND DETAILS ARE PROVIDED TO SHOW
THE GENERAL SCOPE OF THE NEW WORK. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PERFORM ALL WORK NECESSARY TO
ACCOMPLISH THE WORK. THE DRAWINGS AND DETAILS MAY NOTE
TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER AREAS..
B. COORDINATE ALL WORK WITH ALL ARCHITECTURAL, AND / OR
ELEC. DRAWINGS. CONTRACTOR RESPONSIBLE TO REFERENCE ALL
DRAWINGS/ SPECIFICATIONS TO CONFIRM EXTENT OF WORK.
C. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL
THICKNESSES ARE SHOWN NOMINAL - FIELD VERIFY ACTUAL
THICKNESS.
D. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. IF A
CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION IS NOT
PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT.
E. REFER TO ENLARGED FLOOR PLANS - NEW, FOR REPAIR OF EXISTING
FLOOR FINISHES.
F. REFER TO DRAWING "A0-01" FOR ABBREVIATIONS AND OTHER
SYMBOL DEFINITIONS.
G. PROVIDE AND INSTALL NEW HARDWARE AS SPECIFIED. REFER TO
HARDWARE SCHEDULE.
H. FIELD VERIFY ALL EXISTING OPENINGS TO RECEIVE NEW WORK PRIOR
TO SHOP DRAWINGS AND FABRICATION OF ANY FRAME TYPES -
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
NEW FLOOR PLAN - KEY NOTES:
PROVIDE AND INSTALL NEW HM DOOR AND FRAME IN EXISTING
OPENING
PROVIDE AND INSTALL NEW HM DOOR AND FRAME, INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING.
PROVIDE AND INSTALL NEW ALUMINUM DOOR, AND FRAME INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING
PROVIDE AND INSTALL NEW HM DOOR AND FRAME, INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING. REFER TO ELEC.
PROVIDE AND INSTALL NEW SLIDING ALUMINUM SECURITY GATE,
FRAME AND GLAZING IN EXISTING OPENING. REFER TO ELEC.
PROVIDE AND INSTALL NEW DOOR HARDWARE. REFER TO HARDWARE
SCHEDULE
PROVIDE AND INSTALL NEW METAL THRESHOLD WITH SECURITY
FASTENERS
PROVIDE NEW WALL ANCHORS INTO EXISTING MASONRY.
PROTECT EXISTING MASONRY FROM ANY AND ALL DAMAGE DURING
INSTALLATION OF NEW WORK
PROVIDE COMPRESSIBLE CLOSED CELL GROUT STOP MATERIAL IN
EXISTING WALL CAVITY
REPAIR AND REPLACE RESILIENT FLOOR FINISH. MATCH EXISTING
COLOR AND FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE RESILIENT WALL BASE. MATCH EXISTING COLOR
AND FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE QT FLOOR FINISH. MATCH EXISTING COLOR AND
FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE QT WALL BASE. MATCH EXISTING COLOR AND
FINISH. REFER TO SPECIFICATIONS.
PAINT EXISTING WALL AT JAMB. MATCH EXISTING COLOR AND FINISH.
REFER TO SPECIFICATIONS.
PAINT EXISTING CONSTRUCTION AT LINTEL. MATCH EXISTING COLOR
AND FINISH. REFER TO SPECIFICATIONS.
PROVIDE NEW 12 GA. ALUMINUM CLOSURE PANEL SURROUND AND
TRIM SECURED TO F/R WOOD BLOCKING AT EXISTING STEEL COLUMN
EXISTING STEEL COLUMN TO REMAIN
RE-INSTALL EXISTING SALVAGED ELECTRO-MECHANICAL LOCK IN NEW
HOLLOW METAL FRAME. REFER TO ELEC.
PROVIDE NEW CONCRETE SILL SECTION, TIE INTO EXISTING SLAB. REFER
TO DETAILS.
NEW FLOOR PLAN - GENERAL NOTES:
NEW FLOOR PLAN - LEGEND:
NEW SIDELIGHT
FRAME & GLAZING
NEW DOOR / FRAME
FLOOR AND WALL BASE TO
BE PATCHED WHERE
EXISTING FLOOR FINISH
WAS REMOVED / DAMAGED
EXISTING WALL
TO REMAIN
EXISTING SIDELIGHT
FRAME & GLAZING
EXISTING DOOR /
FRAME
NEW CONCRETE SILL
SECTION
Enlarged Plan - Doors 100S1 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Doors 100S2 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Doors 100S3 1/4" = 1'-0"
A0-02
Enlarged Plan -
Ñ9'-4" MO VIF
12 14
0A
8 9
Ñ6'-8" MO VIF
0C
Ñ 3'
-6 " M
O
VI
F
400A
Ñ7'-4" MO VIF
12 15
0B
Ñ6'-8" MO VIF
0A8 9
Ñ 6'
-8 " M
O
VI
F
700A
4 6
13 14
13 14
Ñ 7'
-4 " M
O
VI
F 700B
12 15
Ñ3'-6" MO VIF
A
14 14
4 6
Ñ 6'
-8 " M
O
VI
F
800A 13 14
13 14
Ñ 7'
-4 " M
O
VI
F
800B
12 15
4 6
Ñ 6'
-8 " M
O
VI
F
900B
12 15
Ñ 7'
-4 " M
O
VI
F
900A
Ñ3'-6" MO VIF
B
8 9
11 1415
Ñ3'-6" MO VIF
C
8 9
11 14
Ñ 3'
-6 " M
O
VI
F
1100D
Ñ 8'
-0 " M
O
VI
F
1100E14
1100F
Ñ 3'
-6 " M
O
VI
F 7
Ñ 6'
-0 " M
O
VI
F
1100G
Ñ3'-6" MO VIF
H
1 6
Ñ 3'
-6 " M
O
VI
F
1100J
1 6
Ñ 3'
-6 " M
O
VI
F
1100K
Ñ7'-4" MO VIF
B8 9
14 14
Ñ7'-4" MO VIF
8 11
C
13 1312
118 11
C
13 1312
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
IG
A N
R O
B
ER
T C
. H A
LL
, R
A , N
C A
R B
, D
IR
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TO
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ST
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F
A C
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A D
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IS
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D
ES
IG
N
A N
D C
O N
ST
R
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TI
O
N D
IV
IS
IO
N
Enlarged Plan - Door 300A 1/4" = 1'-0"
A0-02
ALTERNATE-1
BU
IL
DI
NG
S
0, , 5
, 7
, 8
, 9
, 1
0, Enlarged Plan - Door 400A 1/4" = 1'-0"
A0-02
Enlarged Plan - Door 400B 1/4" = 1'-0"
A0-02
Enlarged Plan - Door 400C 1/4" = 1'-0"
A0-02
Enlarged Plan - Door 500A 1/4" = 1'-0"
A0-02
Enlarged Plan - Door 700A 1/4" = 1'-0"
A0-02
N N
N
EN
LA
RG
ED
D
OO
R
AR
EA
F
LO
OR
P
LA
NS
NE
W
Enlarged Plan - Door 1100A 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100G 1/4" = 1'-0"
A0-02
N
N N N
Enlarged Plan - Door 700B 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100B 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100H 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 800A 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 800B 1/4" = 1'-0"
A0-02
ALTERNATE-1
N
Enlarged Plan - Door 900A 1/4" = 1'-0"
A0-02
ALTERNATE-1
N
Enlarged Plan - Door 900B 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100C 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100D 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100E 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100F 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100J 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1100K 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 1200B 1/4" = 1'-0"
A0-02
N
A. ALL NEW WORK DRAWINGS AND DETAILS ARE PROVIDED TO SHOW
THE GENERAL SCOPE OF THE NEW WORK. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PERFORM ALL WORK NECESSARY TO
ACCOMPLISH THE WORK. THE DRAWINGS AND DETAILS MAY NOTE
TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER AREAS..
B. COORDINATE ALL WORK WITH ALL ARCHITECTURAL, AND / OR
ELEC. DRAWINGS. CONTRACTOR RESPONSIBLE TO REFERENCE ALL
DRAWINGS/ SPECIFICATIONS TO CONFIRM EXTENT OF WORK.
C. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL
THICKNESSES ARE SHOWN NOMINAL - FIELD VERIFY ACTUAL
THICKNESS.
D. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. IF A
CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION IS NOT
PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT.
E. REFER TO ENLARGED FLOOR PLANS - NEW, FOR REPAIR OF EXISTING
FLOOR FINISHES.
F. REFER TO DRAWING "A0-01" FOR ABBREVIATIONS AND OTHER
SYMBOL DEFINITIONS.
G. PROVIDE AND INSTALL NEW HARDWARE AS SPECIFIED. REFER TO
HARDWARE SCHEDULE.
H. FIELD VERIFY ALL EXISTING OPENINGS TO RECEIVE NEW WORK PRIOR
TO SHOP DRAWINGS AND FABRICATION OF ANY FRAME TYPES -
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
NEW FLOOR PLAN - KEY NOTES:
PROVIDE AND INSTALL NEW HM DOOR AND FRAME IN EXISTING
OPENING
PROVIDE AND INSTALL NEW HM DOOR AND FRAME, INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING.
PROVIDE AND INSTALL NEW ALUMINUM DOOR, AND FRAME INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING
PROVIDE AND INSTALL NEW HM DOOR AND FRAME, INCLUDING
SIDELIGHT FRAME AND GLAZING IN EXISTING OPENING. REFER TO ELEC.
PROVIDE AND INSTALL NEW SLIDING ALUMINUM SECURITY GATE,
FRAME AND GLAZING IN EXISTING OPENING. REFER TO ELEC.
PROVIDE AND INSTALL NEW DOOR HARDWARE. REFER TO HARDWARE
SCHEDULE
PROVIDE AND INSTALL NEW METAL THRESHOLD WITH SECURITY
FASTENERS
PROVIDE NEW WALL ANCHORS INTO EXISTING MASONRY.
PROTECT EXISTING MASONRY FROM ANY AND ALL DAMAGE DURING
INSTALLATION OF NEW WORK
PROVIDE COMPRESSIBLE CLOSED CELL GROUT STOP MATERIAL IN
EXISTING WALL CAVITY
REPAIR AND REPLACE RESILIENT FLOOR FINISH. MATCH EXISTING
COLOR AND FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE RESILIENT WALL BASE. MATCH EXISTING COLOR
AND FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE QT FLOOR FINISH. MATCH EXISTING COLOR AND
FINISH. REFER TO SPECIFICATIONS.
REPAIR AND REPLACE QT WALL BASE. MATCH EXISTING COLOR AND
FINISH. REFER TO SPECIFICATIONS.
PAINT EXISTING WALL AT JAMB. MATCH EXISTING COLOR AND FINISH.
REFER TO SPECIFICATIONS.
PAINT EXISTING CONSTRUCTION AT LINTEL. MATCH EXISTING COLOR
AND FINISH. REFER TO SPECIFICATIONS.
PROVIDE NEW 12 GA. ALUMINUM CLOSURE PANEL SURROUND AND
TRIM SECURED TO F/R WOOD BLOCKING AT EXISTING STEEL COLUMN
EXISTING STEEL COLUMN TO REMAIN
RE-INSTALL EXISTING SALVAGED ELECTRO-MECHANICAL LOCK IN NEW
HOLLOW METAL FRAME. REFER TO ELEC.
PROVIDE NEW CONCRETE SILL SECTION, TIE INTO EXISTING SLAB. REFER
TO DETAILS.
NEW FLOOR PLAN - GENERAL NOTES:
NEW FLOOR PLAN - LEGEND:
NEW SIDELIGHT
FRAME & GLAZING
NEW DOOR / FRAME
FLOOR AND WALL BASE TO
BE PATCHED WHERE
EXISTING FLOOR FINISH
WAS REMOVED / DAMAGED
EXISTING WALL
TO REMAIN
EXISTING SIDELIGHT
FRAME & GLAZING
EXISTING DOOR /
FRAME
NEW CONCRETE SILL
SECTION
Enlarged Plan - Door 1200C 1/4" = 1'-0"
A0-02
N
Enlarged Plan - Door 500C 1/4" = 1'-0"
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
EX
. E
J
36 6 3
41 SF 14 LF 11 SF
29 LF
58 SF
58 SF
A5-01
A5-01
14 LF
14 LF
14 LF
60 SF
14 LF
16 LF
14 LF2
A6-01
A6-01
3 SF
BEYOND
EQ EQ
3 SF
Ñ10'-0" Ñ14'-0" Ñ14'-0"
BEYOND
ALTERNATE-2
2'-0"
2'-0"
2 SF
3 SF
6 SF
A6-01
A6-01
D
EP
A R
TM
EN
T O
F
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C H
N O
LO
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Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
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M
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H
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A N
R O
B
ER
T C
. H A
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, R
A , N
C A
R B
, D
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TO
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A
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F
A C
IL
IT
IE
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A D
M
IN
IS
TR
A
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O N
D
ES
IG
N
A N
D C
O N
ST
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TI
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N D
IV
IS
IO
N
Building 100 - North Elevation 1/8" = 1'-0"
A0-02
Building 100 - South Elevation 1/8" = 1'-0"
A0-02
Building 100 - West Elevation 1/8" = 1'-0"
A0-02
Building 100 - Partial North Elevation-Section 1/8" = 1'-0"
A5-01
M
AS
ON
RY
R
EP
AI
RS
BU
IL
DI
NG
A. AREAS OF WORK NOTED ARE BASED ON VISUAL REVIEW AND ARE INTENDED TO ESTABLISH QUANTITIES FOR BIDDING PURPOSES. LESS OR ADDITIONAL WORK MAY BE REQUIRED TO COMPLETE REPAIR BASED
ON CONDITIONS AFTER WORK COMMENCES. WORK SCOPE WILL BE ADDED OR DELETED BASED ON
ESTABLISHED UNIT COSTS IF ACCEPTED AT TIME OF CONTRACT AWARD.
B. REFER TO SPECIFICATION FOR REPAIR PROCEDURES, MATERIALS, AND QUALITY REQUIREMENTS.
C. REPAIRED AND/OR REPLACED MASONRY AND MORTAR JOINTS SHOULD MATCH THE EXISTING
BRICK/MORTAR SIZE, COLOR AND TEXTURE. TOOTH-IN ALL MASONRY.
D. CONTRACTOR SHALL PROTECT EXISTING BUILDING ELEMENTS, SITE AND ADJACENT PROPERTIES FROM DAMAGE CAUSED BY CONSTRUCTION OR CONSTRUCTION TRADES. CONTRACTOR SHALL REPAIR ALL
DAMAGED AREAS (IDENTIFIED BY OWNER OR ARCHITECT) AT NO ADDITIONAL COST.
E. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.
F. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY PRECAUTIONS SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
G. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND UNDERSTANDING EXISTING CONDITIONS.
H. AMOUNT OF TUCK POINT REPAIR INDICATED IS DISTRIBUTED OVER AREA SHOWN. NOT ALL JOINTS IN
AREA SHOWN REQUIRE REPAIR. AREA SHOWN IS TO INDICATE GENERAL LOCATION
EXTERIOR ELEVATIONS KEY NOTES:
EXTERIOR ELEVATIONS GENERAL NOTES:
REMOVE SEALANT IN EXISTING EXPANSION JOINT INCLUDING BACKER ROD. RAKE OUT JOINT AND PREP FOR NEW WORK.
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