B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-56-60_of_191.pdf

HSS 3x3x1/4

COLUMN

1 2

EXISTING

BRICK WALL

5/8"Ï THRU BOLT

@ 24"o.c.

C12x20.7 FRAME

8"

1X VENEER

8"

2x BACKING

MEMBER

DBL 2x10 CONT

2x12 JOISTS

@ 16"o.c.

3/4" PLYWOOD DECK

1x SLEEPERS ON CONT.

ICE/WATER SHEILD

5/4" CELLULAR

PVC-REF ARCH

16" BRICK COLUMN

BEYOND

2x12 CONT.

BACKING

MEMBER

1" = 1'-0" 1" = 1'-0"

S-302

1" = 1'-0"

1" = 1'-0"

CHANNEL FRAME TO

COLUMN CONNECTION

(@ NEW COLUMNS)

TRANSVERSE SECTION:

AT STAIR LANDING

F.F.E. SECOND

110'-7"

F.F.E. SECOND

110'-7"

S-302 S-302 S-302

1/2"x6"x6" (OUTSIDE)

AND 1/2"3"x6" (INSIDE)

TAB PLATE TO

RECEIVE HSS STAIR

STRINGER

3/4" PLYWOOD DECK

1x SLEEPERS ON CONT.

ICE/WATER SHEILD

5/4" CELLULAR

PVC-REF ARCH

SECTION: AT

STAIR STRINGER

2x12 (BEYOND)

C12x20.7 AROUND

PERIMETER OF LANDING

C12x20.7

(BEYOND)

HSS 3x3x1/4

5/8"x8"x8" CAP PLATE

HSS 12x2x3/16

(STRINGER)

S-303

5/8"x8"x8" CAP

PLATE

STAIR TREAD AND

RISER (BEYOND)

4"

DBL 2x10 CONT (BEYOND)

PLAN VIEW: AT STAIR

STRINGER ALONG EXIST'G

" PLATES

CLR.

C12x20.7 FRAME

L3"x3"x1/4"x0'-10"

3/16" SHOP WELD

3/16" FIELD WELD

THRU BOLT

REF. 2-302

EXISTING

BRICK WALL

HSS 12x2x3/16

(STRINGER

2x12 JOISTS

@ 16"o.c.

1" = 1'-0"

SECTION AT

CORR. FLOOR

1200S165-54 L.G.

JOISTS @ 16"o.c.

600S165-54 L.G.

STUDS @ 16"o.c.

14. GA. RUNNER

FINISH.

REF. ARCH'L

1" = 1'-0"

SECTION AT

CORR. PARAPET

1200S165-54 L.G.

JOISTS @ 16"o.c.

600S165-54 L.G.

STUDS @ 16"o.c.

14. GA. RUNNER

FINISH.

REF. ARCH'L

FINISH.

REF. ARCH'L

NOM. 8" WIDE CMU BLOCK

W/ HORIZ. WALL LADDER

TYPE REINF.-REFER TO

GENERAL NOTES TYPICAL

3/8"x5"x8" EMBED.

JOIST SEAT PLATE W/

(2) 5/8"Ïx0'-4" H.C.A. AT

EACH JOIST

NOM. 8"(WIDE) CMU

BOND BEAM. W/ (2)

CONT. #5

TYP.

2"

T.O.M.

124'-10"

1" = 1'-0"

SECTION AT

ELEVATOR ROOF

S-302 S-302 S-302

1" = 1'-0"

S-302

3/4" PLYWOOD DECK

1x SLEEPERS ON CONT.

ICE/WATER SHEILD

5/4" CELLULAR

PVC-REF ARCH

SECTION: AT STAIR

DOUBLE CHANNEL

2x12

C12x20.7 (BEYOND

C12x20.7

HSS 3x3x1/4 (BEYOND)

CAP PLATE (BEYOND)

STAIR TREAD AND

RISER (BEYOND)

4"

DBL 2x10 CONT

HSS STRINGER

(BEYOND)

1/4"x3"x6" TAB PLATE TO

RECEIVE (2) C8x11.5

STAIR SUPPORT

(2)C8x11.5

1" = 1'-0"

S-302

SECTION: AT EAST

STAIR PORTICO

L3x3x1/4x0'-6" SHOP

WELD TO INSIDE FACE

STRINGER AND ATTACH

TO BENT PLATE WITH

(2) 5/8"Ï A325 BOLTS

1/4" GUSSET PLATE

1/4"x

12x19 (BEYOND)

HSS 4x4x1/4 (BEYOND)

STAIR TREAD AND

RISER (BEYOND)

1'-0"

9"

13"

3" CONC. SLAB

REF. GEN NOTES

x 4" WIDE

5/8"x4"x12" CAP PLATE

WITH (4) 5/8"Ï A325 BOLTS

W12x19

(3) 5/8"Ï A325 BOLTS

L3x3x1/4x0'-9"

SHOP WELD TO BEAM

HSS 12x2x3/16

STAIR STRINGER

US Army Corps of Engineers È

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FINAL SUBMITTAL

S-302

SECTION: PORTICO

EAST STAIR TRUSS FRAME

DIAGONAL

C4x5.4 BRACE

DIAGONAL

C4x5.4 BRACE

HSS 4x2x1/4

RIDGE BLOCKING

3/16" CAP PLATE

1/4"x

BENT PLATE

(TYP.)

1 1/2"-20 GA. METAL DECK

FINISH-REF. ARCH'L

S-304

HSS 3x2x3/16

H S

S x x

H S

S x x

H x x

H x

H x

H x

E7.8E7.2

14'-0"

" 1

12"

6"

120'-8 3/4"

T.O.BEAM

1 4

1'-9"1'-9"

H S

S x x

122'-7"

EAVE

BRICK PILASTER

(BEYOND)

3/16"x3"x10" PLATE

(INSIDE FACE OF 2x6)

ATTACH WITH (1) 3/4"Ï

BOLTS TO EACH 2x6

MEMBERS

(2)2x6 MEMBERS

FINISH-REF. ARCH'L

2x6 STRUT ATTACH TO

EACH (2)2x6 MEMBER

WITH (1) 3/4"Ï THRU

BOLTS

1 4

12"

8 1/2"

5'-0"

3/16"x3"x4 1/2 PLATE

HORIZ. HSS3x3x3/16"

3/16"x3x4 1/2" PLATE

3/4"Ï THRU BOLT

3/4"Ï THRU BOLT

S-303

1" = 1'-0"

S-303

BRICK PILASTER

(BEYOND)

HSS 4x4x1/4

ROOF COLUMN

3"

8"

2x6 STRUT ATTACH TO

EACH (2)2x6 MEMBER

(2)2x6 MEMBER WITH

3/16"x3"x4 1/2"

TAB PLATE

3/16"x3"x4" PLATE

WELD TO HORIZ.

HSS3x3x3/16"

DETAIL

1 1/2" = 1'-0"

S-303

(1) 3/4"Ï THRU BOLTS

US Army Corps of Engineers È

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S-303

HSS 4x2x1/4 RIDGE BLOCKING

1" = 1'-0"

S-304

SECTION: PORTICO

STAIR TRUSS FRAMING

4" 2'-9" 8'-0" 8"

3" CONC. SLAB

REF. GEN NOTES

BEAM-SEE PLAN

(TYP)

3/16" BENT

PLATE

F.F.E. SECOND

110'-7"

4" 2'-9" 4'-0" 4'-0" 6"

T.O.BEAM

BEAM-SEE PLAN

(TYP)

BEAM (BEYOND)

SEE PLAN (TYP)

T R

U S

S

F

R A

M E

T R

U S

S

F

R A

M E

EFEE

EFEE

120'-8 3/4"

EAVE

122'-7"

1" = 1'-0"

S-304

SECTION: PORTICO

STAIR LANDING FRAMING

3/8"x4"x10" TAB PLATE

WITH (4) 3/4"Ï THRU

BOLTS

HSS 4x4x1/4

ROOF COLUMN

6"

T R

U S

S

F

R A

M E

6"

D

I A

G

O

N x

B

A

C

E

D

I A

G

O

N x

B

A

C

E

HSS 3x3x1/4 @ 48"o.c.

CONT. C4x5.4

HSS 4x2x1/4 RIDGE BLOCKING

HSS 3x3x1/4 @ 48"o.c.

CONT. C4x5.4

1 1/2"-20 GA. METAL DECK

L3x3x1/4 ATTACH TO EXIST'G

BRICK WALL 3/8"Ï HIT-A RODS

@ 24"o.c. DRILL & SET IN

HILTI-HY 20 EPOXY (3

" EMBED)

EXSITNG BRICK

WALL (BEYOND)

3/16"x3"x10" PLATE

(INSIDE FACE OF 2x6)

ATTACH WITH (1) 3/4"Ï

BOLTS TO EACH 2x6

MEMBERS

(2)2x6 MEMBERS

FINISH-REF. ARCH'L

2x6 STRUT ATTACH TO

EACH (2)2x6 MEMBER

WITH (1) 3/4"Ï THRU

BOLTS

12"

8 1/2"

5'-0"

3/16"x3"x4 1/2 PLATE

3/16"x3x4 1/2" PLATE

3/4"Ï THRU BOLT

3/4"Ï THRU BOLT

S-304

SECTION: AWNING

AT EXISTING WALL

1" = 1'-0"

S-304

3/16"x3"x10" PLATE

ATTACH TO EXISTING

MASONRY WALL WITH

(2) 3/4"Ï BOLTS

2x6 STRUT ATTACH TO

EACH (2)2x6 MEMBER

(2)2x6 MEMBER WITH

3/16"x3"x4 1/2"

TAB PLATE

(1) 3/4"Ï THRU BOLTS

DETAIL

1 1/2" = 1'-0"

S-304

US Army Corps of Engineers È

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DN

UP

UP

100' - 0"

99' - 9"

99' - 7"100' - 10"

100' - 7"

101' - 1"

02 41 00.2002 41 00.20 02 41 00.2002 41 00.20

02 41 00.06

02 41 00.2002 41 00.20

02 41 00.0602 41 00.06

02 41 00.06

02 41 00.06

02 41 00.1902 41 00.19

02 41 00.17

02 41 00.06

02 41 00.06 02 41 00.06

02 41 00.2002 41 00.20

02 41 00.2002 41 00.20

02 41 00.0602 41 00.0602 41 00.06

02 41 00.2002 41 00.20

02 41 00.17

02 41 00.25 02 41 00.2502 41 00.25

02 41 00.24

02 41 00.25

02 41 00.2402 41 00.2402 41 00.24

02 41 00.2402 41 00.24

02 41 00.06 02 41 00.06 02 41 00.06

02 41 00.17 02 41 00.2002 41 00.20

02 41 00.06 02 41 00.06 02 41 00.06

02 41 00.06

02 41 00.06 02 41 00.06

02 41 00.30

02 41 00.30

02 41 00.04

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.08

02 41 00.10

02 41 00.04

02 41 00.16

02 41 00.16

02 41 00.04

02 41 00.18

02 41 00.11

02 41 00.10 02 41 00.10

02 41 00.0102 41 00.01

02 41 00.06 02 41 00.06

02 41 00.06

02 41 00.0502 41 00.0502 41 00.0502 41 00.06

02 41 00.01 02 41 00.02

02 41 00.07 02 41 00.08

02 41 00.05

02 41 00.1802 41 00.18

02 41 00.50

02 41 00.09

02 41 00.05

02 41 00.05

02 41 00.67

02 41 00.05

02 41 00.01

02 41 00.04

02 41 00.47

3' - 10"

02 41 00.09

02 41 00.31

02 41 00.45

W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18

WAWA

WBWB

WCWC

WDWD

EAEA

EBEB

EC

EDED

E1

E1

E2

E2

E3

E3 E4

E5

E5

E6

E6 E7

E8

E8

E9

E9

E10

E10

E11

E11

E12

E12

" 1

156' - 0"

11' - 10 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 5' - 3 1/2" 5' - 0 1/2" 10' - 3" 4' - 2 1/2" 5' - 11 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 11' - 8 1/2"

11' - 6" 136' - 0"

11' - 6" 26' - 1" 11' - 4" 8' - 6" 13' - 1" 10' - 9" 22' - 1" 10' - 10" 10' - 9" 10' - 9" 11' - 10"

02 41 00.04 02 41 00.47

02 41 00.46 02 41 00.46 02 41 00.46

02 41 00.46

02 41 00.46

02 41 00.04

02 41 00.46 02 41 00.46

02 41 00.03 02 41 00.03

02 41 00.03

02 41 00.0302 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.0302 41 00.03

02 41 00.03

02 41 00.03 02 41 00.03 02 41 00.03

02 41 00.04

11' - 6" 26' - 1" 19' - 10" 13' - 1" 9' - 0" 19' - 6" 4' - 4" 10' - 10" 10' - 9" 10' - 9" 11' - 10"

02 41 00.04

02 41 00.05

02 41 00.06 02 41 00.06 02 41 00.06 02 41 00.06

02 41 00.0402 41 00.04 02 41 00.06

02 41 00.06 02 41 00.06 02 41 00.0602 41 00.06

02 41 00.48

02 41 00.48

02 41 00.48 02 41 00.48 02 41 00.48 02 41 00.48

02 41 00.48

02 41 00.48 02 41 00.48 02 41 00.48

02 41 00.4802 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.07

02 41 00.02

02 41 00.45

02 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.45

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.52

02 41 00.02

02 41 00.07

02 41 00.0402 41 00.04

02 41 00.51 02 41 00.51

02 41 00.02

02 41 00.07

02 41 00.07

02 41 00.55 02 41 00.55 02 41 00.55 02 41 00.5402 41 00.54

02 41 00.45

02 41 00.47

02 41 00.5702 41 00.57

02 41 00.01

02 41 00.58

02 41 00.5802 41 00.58

02 41 00.55

02 41 00.61 02 41 00.61 02 41 00.61

02 41 00.61

02 41 00.61

02 41 00.61 02 41 00.61

02 41 00.61

02 41 00.64

02 41 00.64

02 41 00.6402 41 00.64

02 41 00.64

02 41 00.64

02 41 00.04

02 41 00.04

02 41 00.04

02 41 00.04

02 41 00.04

02 41 00.68

02 41 00.6802 41 00.6802 41 00.6802 41 00.68 02 41 00.68

02 41 00.68

02 41 00.6802 41 00.68

DEMOLITION GENERAL NOTES

1. THESE DRAWINGS WERE DEVELOPED FROM EXISTING AS-BUILT

DRAWINGS PROVIDED BY THE GOVERNMENT. CONTRACTOR SHALL

VERIFY THE EXISTING CONDITIONS AND NOTIFY THE CONTRACTING

OFFICER REP. (COR) AS SOON AS POSSIBLE IN THE EVENT THAT

EXISTING CONDITIONS DIFFER SUBSTANTIALLY FROM THOSE INDICATED

IN THE DOCUMENTS.

2. CONTRACTOR SHALL COORDINATE WITH APPROVED CONSTRUCTION

DOCUMENTS PRIOR TO DEMOLITION AND DURING CONSTRUCTION FOR

EACH TRADE.

3. THE GOVERNMENT RETAINS THE FIRST RIGHTS OF REFUSAL FOR ITEMS

REMOVED FROM THE BUILDING.

4. HAZARDOUS MATERIALS EXIST WITHIN THE BUILDING. DEMOLITION SHALL

PROCEED ONLY AFTER PROPER ABATEMENT HAS BEEN PERFORMED.

REFER TO ABATEMENT DOCUMENTS.

5. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION AND

ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON PLANS

REFERS TO THE ITEM AND IT'S RELATED ASSEMBLIES U.N.O. TYPICAL

REMOVAL INCLUDES ALL NON-STRUCTURAL ELEMENTS WITHIN THE AREA

OF WORK INCLUDING FINISHES, MECHANICAL, PLUMBING, ELECTRICAL

SYSTEMS CONTAINED THEREIN. REMOVE DOORS, FRAMES, CASEWORK,

WINDOWS, AND OTHER ELEMENTS/ASSEMBLIES AS REQUIRED AND

PREPARE THE WORK AREA TO RECEIVE NEW CONSTRUCTION.

6. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION,

CIVIL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

7. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

ELEMENTS, RELATED TO DEMOLITION, AS REQUIRED FOR THE ELEMENT

TO REMAIN STRUCTURALLY SOUND UNTIL NEW CONSTRUCTION IS IN

PLACE.

8. ITEMS THAT ARE SHOWN WITH SOLID LINES ARE EXISTING TO REMAIN

(ETR)AND SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION.

WHERE ETR ITEMS ARE DAMAGED FROM DEMOLITION, THE ITEM SHALL

BE REPAIRED BY USING MATERIALS MATCHING EXISTING TO PROVIDE A

FINISHED APPEARANCE THAT IS NOT READILY APPARENT THAT IT HAS

BEEN ALTERED OR DISTURBED.

9. WHERE NEW FINISHES ARE SCHEDULED TO BE INSTALLED ON ETR

SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING

SUBSTRATE TO RECEIVE THE NEW FINISH.

10. REFER TO DEMOLITION KEYNOTES FOR ADDITIONAL, SPECIFIC

DEMOLITION REQUIREMENTS.

11. WHERE BRICK MASONRY DEMOLITION OCCURS, CONTRACTOR SHALL

SALVAGE AND STORE EXISTING BRICK FOR REUSE

US Army Corps of Engineers ®

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B

FINAL SUBMITTAL

1/8" = 1'-0"AD101

A1 DEMOLITION PLAN - FIRST FLOOR

AUGUST 12, 2019

DEMOLITION KEYNOTE LEGEND

02 41 00.01 REMOVE INTERIOR PARTITIONS AND WALL FURRINGS TO LIMITS

SHOWN, AS INDICATED BY DASHED LINES.

02 41 00.02 REMOVE EXISTING CEILING SYSTEMS, FURRDOWNS & ASSOCIATED

ACCESSORIES; TYPICAL. REFER TO MECHANICAL, ELECTRICAL AND

FIRE PROTECTION SERIES FOR ADDITIONAL REQUIREMENTS FOR

CEILING MOUNTED DEVICES/FIXTURES.

02 41 00.03 REMOVE EXISTING INTERIOR FURRINGS, INCLUDING PLASTER FINISH,

TO EXPOSE EXIST. MASONRY. PREP SURFACE TO RECEIVE NEW SPF

INSULATION. TYPICAL AS INDICATED BY DASHED LINE

02 41 00.04 REMOVE WOOD DOOR, FRAME AND HARDWARE.

02 41 00.05 REMOVE EXISTING WOOD WINDOW, FRAME, CASINGS/TRIM, AND

INTERIOR STOOL. EXISTING CAST STONE SILL TO REMAIN.

02 41 00.06 REMOVE EXISTING WINDOW INFILL PANEL AND EXISTING WINDOW &

CASINGS CONCEALED BEHIND INFILL PANEL (IF PRESENT). EXISTING

CAST STONE SILL TO REMAIN.

02 41 00.07 REMOVE ALL FLOOR FINISH COVERINGS, PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR FINISH, TYPICAL.

02 41 00.08 REMOVE ALL PLUMBING FIXTURES (SINKS, TOILETS, ETC.) TYPICAL.

REFER TO PLUMBING SERIES FOR ADDITIONAL REQUIREMENTS.

02 41 00.09 REMOVE PORTION OF EXISTING INTERIOR PARTITION; PREPARE FOR

NEW OPENING.

02 41 00.10 REMOVE EXISTING CONCRETE STEPS.

02 41 00.11 EXISTING CONCRETE COLUMN TO REMAIN.

02 41 00.16 REMOVE EXISTING RAMP, RAILINGS, FRAMING, SUPPORTS &

ASSOCIATED CONC. FOOTING COMPLETE.

02 41 00.17 REMOVE EXISTING PORCH, FRAMING, STAIRS, RAILINGS & ASSOCIATED

CONC. FOOTING COMPLETE.

02 41 00.18 REMOVE EXISTING WOOD COLUMNS & ASSOCIATED CONC. FOOTING.

02 41 00.19 REMOVE EXISTING CONCRETE COLUMNS & ASSOCIATED CONC.

FOOTING.

02 41 00.20 REMOVE EXISTING MASONRY COLUMNS & ASSOCIATED CONC.

FOOTING.

02 41 00.24 REMOVE EXISTING SOUNDBOOTH, CLEAN, PROTECT & SALVAGE FOR

REASSEMBLY.

02 41 00.25 DISSASSEMBLE EXISTING SOUNDBOOTH AND TURN OVER TO

GOVERNMENT.

02 41 00.30 REMOVE EXISTING LOUVER.

02 41 00.31 REMOVE EXISTING ACCESS HATCH & INFILL MASONRY OPENING WITH

STUD FRAMING, FOUNDATION, AND 3/4" PLYWD.

02 41 00.45 MODIFY EXISTING WATERPROOFING SYSTEM @ NEW OPENING.

REATTACH AS REQUIRED.

02 41 00.46 EXISTING STC DOOR TO REMAIN; PROTECT DURING CONSTRUCTION,

REPAINT.

02 41 00.47 REMOVE EXISTING DOOR AND FRAME. REMOVE THRESHOLD AND

MASONRY BELOW FLUSH WITH FINISH FLOOR. PREP OPENING FOR

NEW DOOR & FRAME.

02 41 00.48 REMOVE EXISTING WALL FINISH & DRYWALL; STUD FRAMING TO

REMAIN. PREP TO RECEIVE NEW DRYWALL AND WALL FINISH.

02 41 00.50 REMOVE LOUVER INFILL PANEL AND EXISTING LOUVER CONCEALED

BEHIND INFILL PANEL.

02 41 00.51 REMOVE ALL TOILET PARTITIONS, TOILET/SHOWER ACCESSORIES, &

METAL LOCKERS.

02 41 00.52 REMOVE EXISTING ALUM. STOOP & STAIR SYSTEM.

02 41 00.53 REMOVE EXISTING SOUND ABSORPTION PANELS (WALLS & CEILINGS).

CLEAN, REPAIR, AND SALVAGE FOR REUSE.

02 41 00.54 REMOVE AND SALVAGE EXISTING SOUND PANELS. REINSTALL IN

GROUP REHERSAL ROOMS AT COMPLETION IF OTHER PANELS ARE

MISSING OR DAMAGED.

02 41 00.55 DOCUMENT EXISTING SOUND PANEL LOCATIONS. REMOVE, STORE,

AND REINSTALL IN ORIGINAL LOCATION AT COMPLETION.

02 41 00.57 EXISTING STC RATED DOORS. REMOVE AND SALVAGE FOR RE-USE.

02 41 00.58 EXISTING CONCRETE ELEVATED SLAB TO REMAIN IN THIS SPACE.

02 41 00.61 REMOVE EXISTING METAL SECURITY BARS. GROUT INFILL ANY

PENETRATIONS IN BRICK MASONRY.

02 41 00.64 REMOVE EXISTING HISTORICAL BALUSTER AND RAIL ASSEMBLY.

CLEAN, REPAIR, AND SALVAGE FOR REUSE IN NEW LOCATION AS

INDICATED.

02 41 00.67 REMOVE EXISTING WINDOW & MASONRY TO LIMITS SHOWN.

02 41 00.68 APPROXIMATE LIMITS OF CONC. SLAB DEMO FOR RENOVATION. REFER

TO PLUMBING DRAWINGS FOR ADDITIONAL TRENCHING REQUIRED

FOR UNDERSLAB PLUMBING WORK. REFER STRUCT. FOR NEW SLAB

INFILL.

0' 8' 16'

GRAPHIC SCALE 1/8" = 1'-0"

4'

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110' - 5"

110' - 5"

110' - 5"

02 41 00.2202 41 00.2202 41 00.2202 41 00.2202 41 00.22

02 41 00.22

02 41 00.22

02 41 00.16

02 41 00.22

02 41 00.22

02 41 00.22 02 41 00.2202 41 00.2202 41 00.2202 41 00.2202 41 00.22 02 41 00.2202 41 00.22

02 41 00.04

02 41 00.2202 41 00.2202 41 00.22 02 41 00.22

02 41 00.02

02 41 00.07

02 41 00.01

02 41 00.01

02 41 00.07

02 41 00.2202 41 00.2202 41 00.2202 41 00.2202 41 00.22

02 41 00.22

02 41 00.22

02 41 00.17 02 41 00.22

02 41 00.22

02 41 00.22 02 41 00.22

02 41 00.17

02 41 00.22

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.22

02 41 00.02

02 41 00.07

02 41 00.18

02 41 00.24

02 41 00.17

02 41 00.1202 41 00.26

02 41 00.04

02 41 00.27

02 41 00.1302 41 00.0502 41 00.05

02 41 00.0502 41 00.05 02 41 00.05

02 41 00.06

02 41 00.06

02 41 00.06

02 41 00.05

02 41 00.0502 41 00.05 02 41 00.0502 41 00.0602 41 00.06

02 41 00.06

02 41 00.06

02 41 00.05 02 41 00.05

02 41 00.05

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.08

02 41 00.05

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.08

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.01

02 41 00.02 02 41 00.07

02 41 00.01

02 41 00.02

02 41 00.07

02 41 00.04

02 41 00.04

02 41 00.04

3' - 10" 13' - 4" 1' - 6" 22' - 0" ± 6' - 4" 10' - 1 1/4" 6' - 4" 16' - 7 1/4" 6' - 4" 2' - 7 1/2"

02 41 00.04 02 41 00.29 02 41 00.04

02 41 00.28

02 41 00.29

02 41 00.04 02 41 00.04

02 41 00.29

02 41 00.01

02 41 00.29

02 41 00.04

02 41 00.32

02 41 00.3202 41 00.32

W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18

WA

WB

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WD

EA

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E3 E4 E5 E6 E7 E8 E9 E10 E11

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02 41 00.48

02 41 00.48

02 41 00.48

02 41 00.48 02 41 00.48

153' - 6"

10' - 7 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 5' - 3 1/2" 5' - 0 1/2" 10' - 3" 4' - 2 1/2" 5' - 11 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 11' - 8 1/2"

136' - 0" 20' - 0"

26' - 1" 11' - 4" 8' - 6" 13' - 1" 10' - 9" 22' - 1" 10' - 10" 10' - 9" 10' - 9" 11' - 10"

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.0302 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.03 02 41 00.03

02 41 00.03

02 41 00.03

02 41 00.17

02 41 00.1702 41 00.1702 41 00.17

02 41 00.17

02 41 00.04

02 41 00.49

02 41 00.17

26' - 1" 41' - 11" 19' - 6" 48' - 6"

02 41 00.06 02 41 00.06 02 41 00.06 02 41 00.06 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05

02 41 00.05

02 41 00.05

02 41 00.05

02 41 00.06

02 41 00.06

02 41 00.05

02 41 00.05

02 41 00.06

02 41 00.06 02 41 00.06

02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05 02 41 00.05

02 41 00.0602 41 00.06

02 41 00.05

02 41 00.05

02 41 00.48 02 41 00.48

02 41 00.29

02 41 00.04

02 41 00.53

02 41 00.02

02 41 00.53

02 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.56

02 41 00.02

02 41 00.07

02 41 00.56

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.02

02 41 00.07

02 41 00.04

02 41 00.04

02 41 00.04

02 41 00.0402 41 00.04

02 41 00.51

02 41 00.51 02 41 00.0402 41 00.0402 41 00.0402 41 00.0402 41 00.0402 41 00.04

02 41 00.59

02 41 00.59

02 41 00.04

02 41 00.63

02 41 00.62

02 41 00.6402 41 00.6402 41 00.64

02 41 00.04

02 41 00.04

DEMOLITION GENERAL NOTES

1. THESE DRAWINGS WERE DEVELOPED FROM EXISTING AS-BUILT

DRAWINGS PROVIDED BY THE GOVERNMENT. CONTRACTOR SHALL

VERIFY THE EXISTING CONDITIONS AND NOTIFY THE CONTRACTING

OFFICER REP. (COR) AS SOON AS POSSIBLE IN THE EVENT THAT

EXISTING CONDITIONS DIFFER SUBSTANTIALLY FROM THOSE INDICATED

IN THE DOCUMENTS.

2. CONTRACTOR SHALL COORDINATE WITH APPROVED CONSTRUCTION

DOCUMENTS PRIOR TO DEMOLITION AND DURING CONSTRUCTION FOR

EACH TRADE.

3. THE GOVERNMENT RETAINS THE FIRST RIGHTS OF REFUSAL FOR ITEMS

REMOVED FROM THE BUILDING.

4. HAZARDOUS MATERIALS EXIST WITHIN THE BUILDING. DEMOLITION SHALL

PROCEED ONLY AFTER PROPER ABATEMENT HAS BEEN PERFORMED.

REFER TO ABATEMENT DOCUMENTS.

5. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION AND

ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON PLANS

REFERS TO THE ITEM AND IT'S RELATED ASSEMBLIES U.N.O. TYPICAL

REMOVAL INCLUDES ALL NON-STRUCTURAL ELEMENTS WITHIN THE AREA

OF WORK INCLUDING FINISHES, MECHANICAL, PLUMBING, ELECTRICAL

SYSTEMS CONTAINED THEREIN. REMOVE DOORS, FRAMES, CASEWORK,

WINDOWS, AND OTHER ELEMENTS/ASSEMBLIES AS REQUIRED AND

PREPARE THE WORK AREA TO RECEIVE NEW CONSTRUCTION.

6. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION,

CIVIL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

7. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

ELEMENTS, RELATED TO DEMOLITION, AS REQUIRED FOR THE ELEMENT

TO REMAIN STRUCTURALLY SOUND UNTIL NEW CONSTRUCTION IS IN

PLACE.

8. ITEMS THAT ARE SHOWN WITH SOLID LINES ARE EXISTING TO REMAIN

(ETR)AND SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION.

WHERE ETR ITEMS ARE DAMAGED FROM DEMOLITION, THE ITEM SHALL

BE REPAIRED BY USING MATERIALS MATCHING EXISTING TO PROVIDE A

FINISHED APPEARANCE THAT IS NOT READILY APPARENT THAT IT HAS

BEEN ALTERED OR DISTURBED.

9. WHERE NEW FINISHES ARE SCHEDULED TO BE INSTALLED ON ETR

SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING

SUBSTRATE TO RECEIVE THE NEW FINISH.

10. REFER TO DEMOLITION KEYNOTES FOR ADDITIONAL, SPECIFIC

DEMOLITION REQUIREMENTS.

11. WHERE BRICK MASONRY DEMOLITION OCCURS, CONTRACTOR SHALL

SALVAGE AND STORE EXISTING BRICK FOR REUSE

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/8" = 1'-0"AD102

A1 DEMOLITION PLAN - SECOND FLOOR

DEMOLITION KEYNOTE LEGEND

02 41 00.01 REMOVE INTERIOR PARTITIONS AND WALL FURRINGS TO LIMITS

SHOWN, AS INDICATED BY DASHED LINES.

02 41 00.02 REMOVE EXISTING CEILING SYSTEMS, FURRDOWNS & ASSOCIATED

ACCESSORIES; TYPICAL. REFER TO MECHANICAL, ELECTRICAL AND

FIRE PROTECTION SERIES FOR ADDITIONAL REQUIREMENTS FOR

CEILING MOUNTED DEVICES/FIXTURES.

02 41 00.03 REMOVE EXISTING INTERIOR FURRINGS, INCLUDING PLASTER

FINISH, TO EXPOSE EXIST. MASONRY. PREP SURFACE TO RECEIVE

NEW SPF INSULATION. TYPICAL AS INDICATED BY DASHED LINE

02 41 00.04 REMOVE WOOD DOOR, FRAME AND HARDWARE.

02 41 00.05 REMOVE EXISTING WOOD WINDOW, FRAME, CASINGS/TRIM, AND

INTERIOR STOOL. EXISTING CAST STONE SILL TO REMAIN.

02 41 00.06 REMOVE EXISTING WINDOW INFILL PANEL AND EXISTING WINDOW &

CASINGS CONCEALED BEHIND INFILL PANEL (IF PRESENT). EXISTING

CAST STONE SILL TO REMAIN.

02 41 00.07 REMOVE ALL FLOOR FINISH COVERINGS, PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR FINISH, TYPICAL.

02 41 00.08 REMOVE ALL PLUMBING FIXTURES (SINKS, TOILETS, ETC.) TYPICAL.

REFER TO PLUMBING SERIES FOR ADDITIONAL REQUIREMENTS.

02 41 00.12 REMOVE EXISTING MASONRY PARTITION TO EXTENTS SHOWN.

02 41 00.13 REMOVE EXISTING WINDOW & MASONRY TO LIMITS SHOWN.

PREPARE OPENING FOR NEW DOOR & FRAME. REFERENCE A-3

SERIES FOR OPENING HT.

02 41 00.16 REMOVE EXISTING RAMP, RAILINGS, FRAMING, SUPPORTS &

ASSOCIATED CONC. FOOTING COMPLETE.

02 41 00.17 REMOVE EXISTING PORCH, FRAMING, STAIRS, RAILINGS &

ASSOCIATED CONC. FOOTING COMPLETE.

02 41 00.18 REMOVE EXISTING WOOD COLUMNS & ASSOCIATED CONC.

FOOTING.

02 41 00.22 REMOVE EXISTING 6/6 WOOD WINDOW, FRAME, CASINGS/TRIM, AND

INTERIOR STOOL. RETAIN-IN-PLACE/SALVAGE EXISTING STAINED

GLASS ARCHED UPPER PORTION OF WINDOW UNIT. CLEAN, REPAIR,

AND PREP FOR REPAINT & NEW LOWER WINDOW. EXISTING CAST

STONE SILL TO REMAIN.

02 41 00.24 REMOVE EXISTING SOUNDBOOTH, CLEAN, PROTECT & SALVAGE FOR

REASSEMBLY.

02 41 00.26 REMOVE EXISTING HANDRAILS.

02 41 00.27 REMOVE EXISTING CHAIR LIFT, TRACK AND ASSOCIATED

ACCESSORIES.

02 41 00.28 REMOVE EXISTING DRINKING FOUNTAIN AND ASSOCIATED

PLUMBING LINES.

02 41 00.29 REMOVE PORTION OF EXISTING INTERIOR PARTITION TO LIMITS

SHOWN.

02 41 00.32 REMOVE EXISTING TOPPING SLAB TO EXTENTS INDICATED BY

HATCH.

02 41 00.48 REMOVE EXISTING WALL FINISH & DRYWALL; STUD FRAMING TO

REMAIN. PREP TO RECEIVE NEW DRYWALL AND WALL FINISH.

02 41 00.49 EXISTING ROOF VENTILATOR TO REMAIN. CLEAN, REPAIR, PREP

SURFACE FOR NEW PAINT.

02 41 00.51 REMOVE ALL TOILET PARTITIONS, TOILET/SHOWER ACCESSORIES, &

METAL LOCKERS.

02 41 00.53 REMOVE EXISTING SOUND ABSORPTION PANELS (WALLS &

CEILINGS). CLEAN, REPAIR, AND SALVAGE FOR REUSE.

02 41 00.56 REMOVE EXISTING SOUND DIFFUSER PANELS. TYPICAL CEILING &

ALL WALLS IN THIS SPACE.

02 41 00.59 DISSASSEMBLE AND SALVAGED EXISTING MOVEABLE SHELVING

SYSTEM FOR REINSTALLATION.

02 41 00.62 EXISTING ARCHED ALCOVE TO REMAIN.

02 41 00.63 EXISTING ARCHED OPENING TO REMAIN.

02 41 00.64 REMOVE EXISTING HISTORICAL BALUSTER AND RAIL ASSEMBLY.

CLEAN, REPAIR, AND SALVAGE FOR REUSE IN NEW LOCATION AS

INDICATED.

AUGUST 12, 2019

0' 8' 16'

GRAPHIC SCALE 1/8" = 1'-0"

4'

NORTH

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