Project:
Sheet Title:
Date:
Centric Design Studio
440 Burroughs St.
Detroit, MI 48202
ph. 313.486.1908 | www.centricdesignstudio.com
Parking Entrance
Intercoms / Cameras
& Command Center
2013
Detroit, MI 48202
14-03-A
Submitted For:
Consultants:
Seal:
Location:
Client:
KEY PLAN
NOT TO SCALE
AREA OF
WORK
Project # 999-238171 PS8
Dokes Design Architecture
6722 Whispering Woods Dr.
West Bloomfield, MI
ph. 248.763.3678 | www.dokesdesign.com
Drawn by:
Checked by:
Date:
Project Number:
Sheet Number:
Do Not Scale Drawings:
L S
C
LaVere Structural Consulting, LLC615 Griswold, Ste. 1301
Detroit, MI 48226
Ph.: 313.262.6947www.laverestructural.com
TUCKER, YOUNG, JACKSON, TULL, INC.
PES GROUP, P.C.Consulting Engineersand Planners
615 Griswold, Suite 805Detroit, MI 48226Tel. (313) 964-1700Fax. (313) 964-1895
PE
S
SCALE:
REFLECTED CEILING PLAN
1/4"=1'-0"
A2.01
04/02/2014
D.R. Thomas
S. Little
04/02/2014
05/13/2014
05/21/2014
06/03/2014
.
.
.
.
.
.
.
Reflected Ceiling
Plan
50% OWNER REVIEW
90% OWNER REVIEW
BID SET
ADDENDUM #1
.
.
.
.
.
.
.
LEGEND
EMERGENCY LIGHTING FIXTURE
SUPPLY AIR CEILING DIFFUSER
RETURN AIR REGISTER (1'X2')
GYPSUM BOARD CEILING
EXIT SIGNAGE
RECESSED FLUORESCENT FIXTUREL1
L2
2 X 4 LAY-IN ACOUSTICAL CEILING AT
8'-0'' ABOVE FINISHED FLOOR UNLESS
NOTED OTHERWISE
GENERAL NOTES:
1. ALL CEILING HEIGHTS 8'-0'' UNLESS NOTED OTHERWISE.
2. REFER TO SHEET AG.02 FOR FIRE RATED WALL LOCATIONS.
3. REFER TO ROOM FINISH SCHEDULE FOR PAINTING
REQUIREMENTS.
4. REFER TO SHEET A1.01 FOR FURNITURE INFORMATION.
5. PROVIDE CEILING COORDINATION SHOP DRAWING FOR
ARCHITECT APPROVAL.
6. PATCH, REPAIR, CLEAN AND PREP CONCRETE CEILING AND
DUCTWORK FOR PAINT.
7. CEILING IS EXPOSED TO EXISTING CONCRETE STRUCTURE AND
PAINTED EXCEPT WHERE INDICATED.
8. COORDINATE ALL LIGHTING FIXTURES, POWER/DATA OUTLETS,
SWITCHES, PANELS, EQUIPMENT, AND ASSOCIATED
COMPONENTS WITH ELECTRICAL DRAWINGS. REFER TO
ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE.
9. COORDINATE ALL MECHANICAL DIFFUSERS, EQUIPMENT, FIRE
PROTECTION AND ASSOCIATED COMPONENTS WITH
MECHANICAL DRAWINGS. REFER TO MECHANICAL DRAWINGS
FOR ADDITIONAL SCOPE.
10.COORDINATE ALL EGRESS, FIRE ALARM, STROBES, EXIT
SIGNS, PULL BOXES WITH FIRE PROTECTION AND ELECTRICAL
DRAWINGS.
11. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE
LOCAL AND STATE CODES.
EXISTING NEW WORK
CEILING FAN COIL UNIT
107
OFFICE
108
OFFICE
109
OFFICE
110
DIRECTOR'S OFFICE
111
HALL
106
VESTIBULE
2
A4.01
GYPSUM BOARD
SOFFIT
12'-8"
RELOCATED LIGHT
FIXTURE. SEE
ELECTRICAL FOR
ADDITIONAL SCOPE
RELOCATED LIGHT
FIXTURE. SEE
ELECTRICAL FOR
ADDITIONAL SCOPE
3'-0"
3'-0"
AIR DIFFUSER
MOUNTED TO SOFFIT
SEE MECHANICAL
ALL OFFICES AND HALL
CEILINGS ARE 8'-0"
ABOVE FINISHED FLOOR
VESTIBULE
CEILING SHALL
BE 8'-0" ABOVE
FINISHED FLOOR
PROVIDE 3'' ACOUSTICAL
BLANKET INSULATION
ABOVE CEILING IN
DIRECTOR'S OFFICE 110
ONLY.
Project:
Sheet Title:
Date:
Centric Design Studio
440 Burroughs St.
Detroit, MI 48202
ph. 313.486.1908 | www.centricdesignstudio.com
Parking Entrance
Intercoms / Cameras
& Command Center
2013
Detroit, MI 48202
14-03-A
Submitted For:
Consultants:
Seal:
Location:
Client:
Project # 999-238171 PS8
Dokes Design Architecture
6722 Whispering Woods Dr.
West Bloomfield, MI
ph. 248.763.3678 | www.dokesdesign.com
Drawn by:
Checked by:
Date:
Project Number:
Sheet Number:
Do Not Scale Drawings:
L S
C
LaVere Structural Consulting, LLC615 Griswold, Ste. 1301
Detroit, MI 48226
Ph.: 313.262.6947www.laverestructural.com
TUCKER, YOUNG, JACKSON, TULL, INC.
PES GROUP, P.C.Consulting Engineersand Planners
615 Griswold, Suite 805Detroit, MI 48226Tel. (313) 964-1700Fax. (313) 964-1895
PE
S
SCALE:
ENLARGED FLOOR PLAN
3/4"=1'-0"
Enlarged Floor Plan
+ Plans Details
A5.01
04/02/2014
W. Roberts
D.R. Thomas
04/02/2014
05/13/2014
05/21/2014
06/03/2014
.
.
.
.
.
.
.
50% OWNER REVIEW
90% OWNER REVIEW
BID SET
ADDENDUM #1
.
.
.
.
.
UP
SCALE:
PLAN DETAIL
1 1/2"=1'-0"
2
A5.01
EXISTING NEW WORK
SCALE:
PLAN DETAIL
1"=1'-0"
EXPANSION JOINT.
SEE DETAIL 5, THIS
SHEET FOR FURTHER
DETAIL
SCALE:
PLAN DETAIL
1"=1'-0"
SCALE:
PLAN DETAIL
1"=1'-0"
106
VESTIBULE
111
HALL
107
OFFICE
SEE SHEET A1.01 FOR
ADDITIONAL PARTITION
TYPE DESIGNATIONS
NEW CONC. WASH SLOPE
TO MATCH EXISTING
STEEL HAND RAILS
FOR PAINT COLOR
SEE FINISH SCHEDULE
ON A8.01
VALLEY
SLOPE
SLOPE
SLO
PE
C D
C
B
C
A
1'-4"
1'-7"
2'-6"
6'-6
3 8
"
3'-6
1
2
"
C
L
TRENCH DRAIN, SEE
DETAIL 5 ON SHEET A6.02
FOR FURTHER DETAIL
5
A4.01
2
A6.02
10
1
2
"1
7
8
"
PROVIDE PVC CLEAN
OUT. MOUNT NEW
CLEAN OUT 12" ABOVE
FIN. FLOOR ELEVATION.
SEE PLUMBING SHEETS
FOR ADDITIONAL SCOPE
5/8" GYP. BD. ON 2"
METAL 'Z' FURRING
(TYP.)
10"X10" METAL ACCESS
PANEL. PAINT TO
MATCH WALL COLOR.
SEE SCHEDULE ON A8.01
SEE DETAIL 3 THIS
SHEET FOR TYP.
NOTES
EXISTING COLUMN (TYP.)
5/8'' GYPSUM BOARD ON
2'' METAL 'Z' FURRING
CMU INFILL SEE WALL
TYPE 'D' ON SHEET A6.01
FOR FURTHER DETAIL
1/2'' COMPRESSIBLE JOINT FILLER WITH SEALANT AND
BACKER ROD (BOTH SIDES). SEE STRUCTURAL SHEET
S1.02 FOR FURTHER SCOPE AND DETAIL (TYP.)
5/8'' GYPSUM BOARD
ON 3 5/8'' METAL STUDS
5/8'' GYPSUM
BOARD ON 2''
METAL 'Z'
FURRING
CORNER BEAD
(TYP.)
EXISTING WALL
CMU WALL
SEE SHEET
A6.01 FOR
(WALL TYPE
'A' FURTHER
DETAIL
PROVIDE'
CONCRETE
SLAB SEE
STRUCTURAL
EXISTING SLAB
8'' CMU WALL SEE
SHEETA6.01 FOR (WALL
TYPE "A1") FURTHER
DETAIL
1/2'' COMPRESSIBLE
JOINT FILLER WITH
SEALANT AND BACKER
ROD (BOTH SIDES). SEE
STRUCTURAL SHEET
S1.02 FOR FURTHER
SCOPE AND DETAIL
(TYP.)
EXISTING COLUMN
(TYP.)
CMU INFILL SEE
WALL TYPE 'D' ON
SHEET A6.01 FOR
FURTHER DETAIL
SHIM AS REQUIRED
FOR METAL STUD
FRAMING
VALLEY
NEW CONC. TO MATCH
SLOPE OF EXISTING
RAMP
LEGEND:
SCALE:
DETAIL AT FLOOR TRANSITION
1 1/2"=1'-0"
6
A5.01
EXIST. WALL BEYOND
CONC. SLAB. SEE
STRUCTURAL
2'-0"
FIELD VERIFY
NEW CONC. WASH SLOPE
TO MATCH EXISTING
SLO
PE
SLO
PE
RIDGE JOINT
SCALE:
HEAD DETAIL AT WALL OPENING
1 1/2"=1'-0"
CORNER BEAD (TYP.)
CEILING AS SCHEDULED
ON SHEET A8.01
CMU AND 2 STEEL
ANGLES FOR LINTEL AT
OPENING. SEE SHEET
S1.01
5/8" GYP. BD. ON 2"
METAL FURRING
METAL STUD FRAMING
EXISTING CEILING
FINISHED HEAD HEIGHT
ABOVE FIN. FLOOR
ELEV.= 107'-0"
FINISHED FLOOR
ELEV.= 100'-0"
CONTRACTOR TO
EXIST. SLAB ELEV.
1/2'' COMPRESSIBLE JOINT
FILLER WITH SEALANT AND
BACKER ROD (BOTH SIDES).
SEE STRUCTURAL SHEET
S1.02 FOR FURTHER SCOPE
AND DETAIL (TYP.)
FLOOR ELEV.
= 100'-0"
FLOOR ELEV.
= 101'-6"
(FIELD VERIFY)
TOP OF DRAIN
ELEV.= 101'-4"
MATCH NEW VESTIBULE
SLAB WITH TOP OF EXIST.
PRECAST WALL
A
WALL / PARTITION TYPE SYMBOLS-
SEE SHEET A6.01 FOR TYPE
DETAILS
B
C
C1
D
GYP. BD. ON 2" FURRING & 8" CMU
GYP. BD. (BOTH SIDES) ON METAL
STUDS
GYP. BD. ON METAL STUD
GYP. BD. ON 2" FURRING & EXIST.
8" CMU
GYP. BD. ON 2" FURRING &
EXISTING PRECAST
EXISTING SLAB
5/8" GYPSUM BOARD
ON 2" METAL 'Z' FURRING
EXISTING WALL
EXISTING
SLAB
NEW
SLAB
EXISTING
SLAB
NEW
SLAB
CONTRACTOR TO FRAME
AROUND EXISTING ELEC.
CONDUIT
C1
C1
4'-0"
WALL HUNG
FIRE EXTINGUISHER
7
A6.01
3
A6.01
Project:
Sheet Title:
Date:
Centric Design Studio
440 Burroughs St.
Detroit, MI 48202
ph. 313.486.1908 | www.centricdesignstudio.com
Parking Entrance
Intercoms / Cameras
& Command Center
2013
Detroit, MI 48202
14-03-A
Submitted For:
Consultants:
Seal:
Location:
Client:
Project # 999-238171 PS8
Dokes Design Architecture
6722 Whispering Woods Dr.
West Bloomfield, MI
ph. 248.763.3678 | www.dokesdesign.com
Drawn by:
Checked by:
Date:
Project Number:
Sheet Number:
Do Not Scale Drawings:
L S
C
LaVere Structural Consulting, LLC615 Griswold, Ste. 1301
Detroit, MI 48226
Ph.: 313.262.6947www.laverestructural.com
TUCKER, YOUNG, JACKSON, TULL, INC.
PES GROUP, P.C.Consulting Engineersand Planners
615 Griswold, Suite 805Detroit, MI 48226Tel. (313) 964-1700Fax. (313) 964-1895
PE
S
Wall Types, Wall
Sections + Details
A6.01
04/02/2014
W. Roberts
D.R. Thomas
05/13/2014
05/21/2014
06/03/2014
.
.
.
.
.
.
.
90% OWNER REVIEW
BID SET
ADDENDUM #1
.
.
.
.
.
.
.
SCALE:
2 HOUR U.L. - #U905
1" = 1'-0"
WALL TYPE 'A'
SCALE:
WALL TYPE 'B'
1" = 1'-0"SCALE:
WALL TYPE 'D'
1" = 1'-0"SCALE:
WALL SECTION
1" = 1'-0"SCALE:
WALL SECTION
1" = 1'-0"
11
A6.01
9
A6.01
8
A6.01
10
A6.01
SCALE:
SILL
3" = 1'-0"
SCALE:
HEAD
3" = 1'-0"
SCALE:
H.M. DOOR SILL
3" = 1'-0"
SCALE:
H.M. DOOR HEAD
3" = 1'-0"
SCALE:
WINDOW JAMB
3" = 1'-0"
SCALE:
H.M. DOOR JAMB
3" = 1'-0"
SCALE:
DOOR H.M. SILL
3" = 1'-0"
INTERIOR
SCALE:
H.M. DOOR HEAD
3" = 1'-0"
INTERIOR
SCALE:
PARTITION JAMB
3" = 1'-0"
INTERIOR
CARPET
DOOR FRAME
(BEYOND)
7
5
8
"
4"
ALIG
N
5
3
4
"
(2) STEEL ANGEL LINTEL
(SEE STRUCTURAL)
PERIMETER SEALANT
EACH SIDE (TYP.)
HOLLOW METAL FRAME
GROUT SOLID ANCHOR
TO CMU (PAINT)
7
5
8
" 2
5
8
"
5/8'' GYPSUM
BOARD ON
2'' METAL 'Z'
FURRING WITH
2'' RIGID
INSULATION
3 8
"2
1 2
"
6"
METAL CORNER
BEAD
METAL EDGE
TRIM
SEALANT AND
BACKER ROD
(TYP.)
3
8
"
7
5 8
"
2"
5
3 4
"
ALIGN
HOLLOW METAL
FRAME WITH
STRAP ANCHORS
(GROUT SOLID)
(PAINT)
PERIMETER
SEALANT EACH
SIDE (TYP.)
7
1 4
"2
1 2
"
3
8
" 2
3
8
"
5
11
16
"
METAL CORNER
BEAD
SEALANT AND
BACKER ROD (TYP.)
METAL EDGE TRIM
1 4
"
ALUM. AND
GLASS DOOR
(SEE DOOR
SCHEDULE)
5/8'' GYPSUM
BOARD ON
2'' METAL 'Z'
FURRING WITH
2'' RIGID
INSULATION
8'' CMU W/
RUNNING BOND
PATTERN (PAINT)
SEALANT AND
BACKER ROD (TYP.)
HOLLOW METAL
FRAME (PAINT)
PERIMETER SEALANT
EACH SIDE (TYP.)
2"
REFER TO FLOOR
PLANS AND WALL
TYPES FOR WALL
CONSTRUCTION
4
7
8
"
PROVIDE DOUBLE
STUDS AT JAMB
(TYP.)
4
7 8
"
3 5/8'' METAL STUD
BRACING @ 48'' O.C.
2'-0'' OF 3 1/2''
ACOUSTICAL
INSULATION EACH
SIDE (TYP.)
REFER TO ROOM
FINISH SCHEDULE
FOR CEILING FINISH
5/8" GYPSUM BOARD
(EACH SIDE) ON 3 5/8''
METAL STUDS AT
16" O.C.
4
7
8
"
ACOUSTICAL
INSULATION
7
5
8
" 3
1
4
"
CLEAR INSULATING
GLASS IN CLEAR
ANODIZED ALUMINUM
WINDOW FRAMING
3'-4"
4'-0 3/8'' R
.O
.
FIRE STOPPING
SYSTEM
PAIR OF 5 X 3 X 1/4''
GALVANIZED STEEL
ANGLES SECURED TO
PRECAST STRUCTURE
WITH 1/2'' DIA.
EXPANSION ANCHORS
AT 24'' O.C.
CMU BOND BEAM
(REFER TO
STRUCTURAL
DRAWINGS TYP.)
REFER TO
STRUCTURAL
DRAWINGS FOR
VERTICAL
REINFORCING
AND GROUTING
REQUIREMENTS
8'' CMU WITH
HORIZONTAL JOINT
REINFORCEMENT
@ 16'' O.C.
1/2'' PREMOLDED
JOINT FILLER AND
SEALANT
REINFORCED
CONCRETE SLAB
& FOUNDATION. SEE
STRUCTURAL SHEET
S1.02 FOR FURTHER
SCOPE & NOTES
UNDERSIDE
OF PRECAST
STRUCTURE
SPRAY ON
INSULATION
(INTERIOR OF
STRUCTURE
ONLY)
7
5
8
" 2
5
8
"
REFER TO
ROOM FINISH
SCHEDULE
FOR CEILING
FINISH
4"
5/8'' GYPSUM
BOARD ON 2''
METAL 'Z'
FURRING @
16" O.C. WITH
2'' RIGID
INSULATION
1/2'' PREMOLDED
JOINT FILLER
AND SEALANT
REINFORCED
CONCRETE
SLAB
2" THICK x
24" WIDE RIGID
PERIMETER
INSULATION
(TYP.)
ALUM. THRESHOLD
SET IN BED OF
SEALANT AND
SECURE TO SLAB
REINFORCED
CONCRETE
SEE STRUCTURAL
4
1
4
"
SCALE:
WALL TYPE 'C' & 'C1'
1" = 1'-0"
SEE WALL TYPE 'A', THIS SHEET FOR
TYPICAL NOTES
SEE WALL TYPE 'A', THIS SHEET FOR
TYPICAL NOTES
SEE WALL TYPE 'A', THIS SHEET FOR
TYPICAL NOTES
PLASTIC
LAMINATE
ON 3/4'' MDF
SUBSTRATE
P-LAM - FORMICA
AS BASIS OF
DESIGN -
CHERRY
WOOD FINISH TO
BE SELECTED
SEE DETAIL
9, THIS SHEET
FOR TYP.
NOTES
3 4
"
CMU WALL BEYOND
H.M. DOOR
12'' CMU INFILL.
SEE STRUCTURAL
SHEET S1.02 FOR
FURTHER SCOPE
5
A6.02
SEE DETAIL 15, THIS
SHEET FOR TYP.
NOTES
LEVEL ONE (TYP.)
ELEV.= 100'-0"
5/8'' GYPSUM BOARD
ON 3 5/8'' METAL
STUDS @ 16'' O.C. AT
WALL TYPE 'C'
METAL RUNNER
CHANNEL SECURED
TO FLOOR
CONTINUOUS ACOUSTIC
SEALANT EACH SIDE
WHERE GYP. BD.
OCCURS
4
1
4
" AT TYPE 'C'
6
A6.02
SIM.
2" RIGID
INSULATION
VAPOR BARRIER
5/8'' GYPSUM BOARD
ON 2" METAL 'Z'
FURRING STRIPS
12"
7, 8
A6.02
DETAIL 8 ON
A6.02, SIM.
4" RUBBER BASE
MOLDING (TYP.)
6
A6.02
'C1' WALL TYPE - 5/8''
GYP. BCD.ON 2'' METAL 'Z'
FURRING @ 16'' O.C.
2 5/8" AT TYPE 'C1'
SCALE:
WALL SECTION
1" = 1'-0"
10"
10
1 2
"
R.O
.
ACCESS PANEL FOR
RAIN CONDUCTOR CLEAN
OUT. COORDINATE
LOCATION OF OPENING
WITH CLEAN OUT. SEE
SHEET A5.01 FOR
ADDITIONAL
INFORMATION
FIE
LD
VE
RIF
Y
CONTINUOUS
ACOUSTIC SEALANT
EACH SIDE WHERE
GYP. BD. OCCURS
WALL TYPE 'C1' OCCURS
AT SOUTH WALL OF
EXISTING OFFICE
STRUCTURE (SEE A1.01)
LINE OF EXISTING
SOUTH WALL OF
OFFICE STRUCTURE
(SEE A1.01)
CAULK (TYP.)
CORNER BEAD (TYP.)
SEE DETAIL 11, THIS
SHEET FOR TYP.
NOTES
2"
4
7
8
"
SCALE:
H.M. WINDOW HEAD
3" = 1'-0"
INTERIOR
JAMB DETAIL SIM
HOLLOW METAL
FRAME (PAINT)
PERIMETER SEALANT
EACH SIDE (TYP.)
REFER TO FLOOR
PLANS AND WALL
TYPES FOR WALL
CONSTRUCTION
GLASS
METAL STOP (PAINT)
ALL CMU SHALL HAVE
PRE-MOLDED
INSULATED CORES
(TYP.)
APPLY WIRE MESH LATH
EACH SIDE OF STUD TO
SECURE INSULATION
(ABOVE GYP. BD.)
CONTINUOUS METAL
FLASHING AT WALL
OPENINGS WITH
DRIP EDGE (TYP.)
CONTINUOUS METAL
FLASHING AT WALL
INFILL WITH
DRIP EDGE (TYP.)
CONTINUOUS METAL
FLASHING AT WALL
OPENINGS (TYP.)
Project:
Sheet Title:
Date:
Centric Design Studio
440 Burroughs St.
Detroit, MI 48202
ph. 313.486.1908 | www.centricdesignstudio.com
Parking Entrance
Intercoms / Cameras
& Command Center
2013
Detroit, MI 48202
14-03-A
Submitted For:
Consultants:
Seal:
Location:
Client:
Project # 999-238171 PS8
Dokes Design Architecture
6722 Whispering Woods Dr.
West Bloomfield, MI
ph. 248.763.3678 | www.dokesdesign.com
Drawn by:
Checked by:
Date:
Project Number:
Sheet Number:
Do Not Scale Drawings:
L S
C
LaVere Structural Consulting, LLC615 Griswold, Ste. 1301
Detroit, MI 48226
Ph.: 313.262.6947www.laverestructural.com
TUCKER, YOUNG, JACKSON, TULL, INC.
PES GROUP, P.C.Consulting Engineersand Planners
615 Griswold, Suite 805Detroit, MI 48226Tel. (313) 964-1700Fax. (313) 964-1895
PE
S
Miscellaneous
Details
A6.02
04/02/2014
W. Roberts
D.R. Thomas
05/13/2014
05/21/2014
06/03/2014
.
.
.
.
.
.
.
.
90% OWNER REVIEW
BID SET
ADDENDUM #1
.
.
.
.
.
.
.
SCALE:
STAIR SECTION DETAIL
1 1/2" = 1'-0"
SCALE:
CEILING DETAIL
1 1/2" = 1'-0"
SCALE:
STRUCTURAL. PENETRATION
1 1/2" = 1'-0"
TYP. DETAIL AT
GALV. STEEL ANGLE
-PAINT, SEE DETAIL 1
ON SHEET A6.01 FOR
FURTHER DETAIL
EXISTING STRUCTURE
TEE
CMU WALL BEYOND
SEE SHEET A6.01
FOR FURTHER DETAIL
PROVIDE 2'' GAP FOR
DEFLECTION AT TOP
OF CMU WALLS. FILL
WITH FLEXIBLE FIRE
STOPPING SYSTEM
(TYP.)
2"
CONCRETE SLAB
ON COMPACTED
SAND FILL - SEE
STRUCTURAL (TYP.)
FLOOR SLAB TO MATCH
ELEV. OF EXIST.
PRECAST WALL
CONCRETE
REINFORCEMENT
BARS. SEE
STRUCTURAL
FOR FURTHER
DETAIL
1/2'' PREMOLDED
JOINT FILLER (TYP.)
1'-4
1
2
"1'-0
1
2
"
SCALE:
STAIR SECTION DETAIL
1 1/2" = 1'-0"
LEVEL ONE
FIN. FLOOR
ELEV. = 100'-0"
VESTIBULE
FIN. FLOOR
ELEV. = 101'-6"
FIELD VERIFY
SEE DETAIL 1, THIS SHEET
FOR TYPICAL NOTES
LEVEL TWO
ELEV. = 114'-8"
SCALE:
PRECAST PANEL
3" = 1'-0"
FLASHING DETAIL AT
EXISTING CONC. SLAB
EXISTING PRECAST
PANEL
1/4" DIA. BY 3 1/4" LONG
TAPCON SCREWS AT
1'-0" O.C.
ALUMINUM FLASHING
WITH DRIP EDGE AT
PRECAST PANEL GAPS.
SEE REFERENCE IMAGE 7
ON SHEET AG.04
EXISTING PRECAST
PANEL
SEALANT AT
HORIZONTAL &
VERTICAL EDGES
3 5/8" GYP. BD. ON 2"
METAL 'Z' FURRING
VAPOR BARRIER
2" RIGID INSULATION
INFILL PRECAST GAP
WITH GROUT (TYP.)
SEE REFERENCE IMAGE
7 ON SHEET AG.04 FOR
EXIST. CONDITION
2"
SECURE ANGLE / DEFLECTION
TRACK (EACH SIDE) TO
UNDERSIDE OF EXIST.DECK.
SEE STRUCTURAL FOR
ADDITIONAL SCOPE
5/8" GYP. BD. ON
3 5/8" METAL STUD.
SEE A6.01 FOR WALL
TYPES
8" CMU. SEE SHEET A6.01
FOR WALL TYPES
2"
SCALE:
OF CMU WALL
3" = 1'-0"
TYP. DETAIL AT TOP
SCALE:
METAL STUD PARTITION
3" = 1'-0"
TYP. DETAIL AT TOP OF
5/8" GYP. BD.
ON 3 5/8" METAL
STUDS
ACOUSTIC LAY-IN
CEILING
ACOUSTIC LAY-IN
CEILING
EXISTING CMU
BEYOND
3 5/8" METAL STUD
BRACING @ 48" O.C.
CLIP STUD TO
UNDERSIDE OF
EXIST. STRUCTURE
SEE DETAIL 6 ON
A6.02
5 8
"
3'-0"
PAINTED 1 1/2" DIA
STANDARD STEEL
PIPE RAILS STEEL
HAND RAIL WALL
MOUNTED
3'-0"
REFER TO STRUCTURAL
SHEET S1.02 FOR FURTHER
DETAIL
SECURE DEFLECTION
TRACK TO UNDERSIDE OF
EXIST.DECK.
PAINTED 1 1/2" DIA
STANDARD STEEL
PIPE RAILS STEEL
HAND RAIL MOUNTED
TO EXIST CMU WALL
CO
NT
RA
CT
OR
T
O F
IE
LD
VE
RIF
Y T
O M
AT
CH
ELE
VA
TIO
N T
O E
XIS
TIN
G
PR
EC
AS
T W
ALL
TYP.
1'-0"3'-3"1'-0"
3'-0"
1'-0"
3'-0"
1'-0"
PREFORMED OR CORE
DRILLED POST HOLE - 4 1/2"
DEEP (MIN) WITH NON SHRINK
GROUT
3 R
IS
ER
S @
6" E
AC
H
PROVIDE MINERAL
WOOL FIRE STOPPING
MATERIAL & FIRE
CAULK AT GAPS (TYP.)
CONTINUOUS METAL
FLASHING AT TOP
OF EXIST WALLS (TYP.)
PROVIDE SPRAY ON
INSULATION ON UNDERSIDE
OF EXISTING STRUCTURE
(STRUCTURAL TEES AND
DECK CEILING) THROUGHOUT
NEW ADDITION. REFER TO
IMAGE 10, ON SHEET AG.04.
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