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.