W912QR21R0013_Plans_Vol4-0003.pdf
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- Family Housing Renovation at WPAFB, OH
- Solicitation number
- W912QR21R0013
About this file
This Request for Proposal (RFP) solicits fixed-price construction and renovation services for 29 family housing units at Wright-Patterson Air Force Base in Ohio. Work includes interior and exterior modernization, renovation and repair ranging from $25-100 million. Services include upgrades to building systems, spaces, utilities and additions of garages and living areas. The selection process will use a best value tradeoff evaluation of past performance, technical and price factors. Discussions are not planned but may be held at the Government's discretion. The RFP will be available on SAM.gov and amendments posted there. Offerors must register in SAM to be eligible for award. The point of contact is provided.
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DWD W
CRAWL SPACECRAWL SPACE
LAUNDRY
UP UP
4 4
STORAGE
STAIRS
MECH
LAUNDRY
STORAGE
STAIRS
MECH
15 15
15 15
/4
/4
22 2222
DEMOLISH BASEMENT STAIR AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW, COORDINATE WITH STRUCTURAL DRAWINGS.
CUT BACK EXISTING FLOOR JOISTS TO DIMENSION SHOWN, TO FRAME IN NEW
STAIR WELL OPENING, COORDINATE WITH STRUCTURAL.
EXISTING EXTERIOR STAIR AND STAIR WALL TO BE REMOVED TO 1'-0" BELOW
GRADE LOWER SLAB TO BE REMOVED COMPLETE. STAIRWELL TO BE INFILLED
WITH COMPACTED GRAVEL TO 30" BELOW FINISH GRADE, COVER WITH
GEOTEXTILE FABRIC AND INFILL REMAINDER WITH COMPACTED SOIL.
DEMOLISH EXISTING HANDRAILS AND PICKETS, SALVAGE AND PROTECT A 24”
SECTION, RETAIN FOR SHPO. EXISTING NEWEL POSTS AND CORNER POSTS TO
REMAIN, STRIP OF FINISHES AND SAND PATCH AND PREP FOR INSTALLATION OF
NEW HANDRAIL AND PICKETS.
DEMOLISH EXISTING HEARTH TILE AND MANTLE, TRIM, AND GAS LOGS, SALVAGE
GAS LOGS FOR REINSTALLATION, COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR REWORK OF HOOKUPS.
DEMOLISH EXISTING DOOR AND HARDWARE COMPLETE.
DEMOLISH EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR, SALVAGE DOOR AND ALL HARDWARE FOR
REINSTALLATION. RE-FINISH AND REPAIR SALVAGED DOOR, RESTORE
HARDWARE, WEATHERSTRIPPING AND SWEEP AND REPLACE THE LOWER
VERTICAL (APPROX. 7 FT) OF HINGE AND LATCH JAMB BOARDS WITH NEW WOOD
TO MATCH EXISTING, MORTISE HINGES AND LATCH HARDWARE AS REQUIRED.
PROVIDE 1 PRIMER AND 2 FINISH COATS OF PAINT. CONTRACTOR TO PROVIDE
ALLOWANCE FOR (2) 7' 2X6 JAMB BOARDS IN BASE BID, TO BE CUT TO FIT AS
REQUIRED TO MATCH EXISTING. FIELD MEASURE SIZE REQUIRED. SEE FINISH AND
DOOR SCHED. FOR MORE INFORMATION
DEMOLISH EXISTING STORM DOOR FRAME AND HARDWARE COMPLETE.
DEMOLISH EXISTING METAL PORCH ROOF, FLASHING AND FRAMING COMPLETE,
DEMO GUTTER AND DOWNSPOUT, PREP FOR NEW ROOF FRAMING, COORDINATE
WITH STRUCTURAL.
DEMOLISH EXISTING CONCRETE WALK AND PATIO COMPLETE. SEE CIVIL
DRAWINGS FOR SIDEWALK AND SITE SCOPE OF WORK.
DEMO EXISTING DORMER SIDING, INSPECT WALL & ROOF SHEATHING FOR
DAMAGE AND REMOVE ALL DAMAGED MATERIAL, NOTE: SCHEDULE THIS WORK
SO AS TO REPLACE WITH NEW AT EACH LOCATION ONCE AREA IS REPAIRED, SO
AS TO MINIMIZE BREAKS IN THE BUILDING ENVELOPE. NOTE CONTRACTOR TO
PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT OF (8) 8FT 1X8 SHEATHING
BOARDS TO MATCH EXISTING ADJACENT, PER RESIDENCE IN BASE BID
DEMOLISH PORTION OF WALLS AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW OR NEARBY ADJACENT LOADBEARING STRUCTURE, COORDINATE WITH
STRUCTURAL DRAWINGS.
DEMOLISH EXISTING TRASH ENCLOSURE AND SLAB COMPLETE.
REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND
BLOCKING. NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH
LOCATION ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE
ENVELOPE.
EXISTING DOOR OPENING TO BE PREPPED TO RECEIVE CONCRETE INFILL.
PROVIDE RX-BENTONITE EXPANDING WATERSTOP AROUND PERIMETER OF
OPENING, CONCRETE INFILL TO HAVE XYPEX AD MIXTURE. SEE DETAIL THIS SHEET
FOR FURTHER INFORMATION.
NOTES 17- 20 ARE UNIT AND ADDRESS SPECIFIC REGARDING ABATEMENT
SEE SPEC TABLE 01 02 20 FOR ABETMENT QUANTITIES
ABATE ASSUMED ASBESTOS-CONTAINING BLACK VIBRATION DAMPER (515
JOHNSON, 513 JOHNSON, 427 JOHNSON, 429 JOHNSON, 438 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC FLOOR TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 438 METZGER, 440 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC WALL TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 429 METZGER, 440 METZGER).
ABATE NON-ASBESTOS-CONTAINING 9"X9" FLOOR TILE WITH BLACK SPECS AND
ASBESTOS-CONTAINING BLACK MASTIC (427 JOHNSON, 429 JOHNSON)
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS &
SHELVING & BUILT-INS THROUGHOUT, SEE DEMO NOTES A, B & C FOR FURTHER
INFORMATION.
DEMOLISH ALL LOOSE STONEWORK & HANDRAIL SYSTEMS AT FRONT PORCH AND
STAIR AND PREP FOR REINSTALLATION SEE DEMO NOTE “O” FOR FURTHER
INFORMATION.
DEMOLISH EXISTING TILE AND METAL ROOFING, UNDERLAYMENT, FLASHING, TRIM,
GUTTER, AND DOWNSPOUTS. SEE GENERAL NOTE "I" FOR FURTHER
INFORMATION.
DEMOLISH ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND
FIXTURES COMPLETE, INCLUDING RADIATORS, BATHTUBS, SINKS, AND TOILETS
SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER
INFORMATION.
CLEAN ALL EXTERIOR FOUNDATION BASEMENT WALLS. STRIP INTERIOR FACE OF
ALL FINISHES TO EXPOSE CONCRETE. PREP SURFACE AND TREAT WITH
CEMENTITIOUS WATERPROOFING. FINISHED BASEMENT AREAS INSTALL 2X
FURRING AND SHIM AS REQUIRED FOR
STRAIGHT SMOOTH AND PLUMB SURFACE.
INSTALL 1/2" GWB SHEATHING AND
SCHEDULED FINISH AS INDICATED.
EXISTING MECHANICAL CHASE FRAMING
AND WALL FINISHES TO BE REMOVED
COMPLETE - COORDINATE WITH
MECHANICAL FOR FURTHER INFORMATION.
#5 @ 12" E.F.W/ HILTI HIT-HY
200 EPOXY W/ 8" EMBED
#5 @ 12" E.F.W/ HILTI HIT-HY
200 EPOXY W/ 8" EMBED
WIDTH OF OPENING
H E
IG
H
T O
F O
P E
N
IN
G
EXISTING WALL AND SLAB
#5 DWLS. @ 12" W?
HILTI HIT-HY
200 EPOXY W/ 8"
EMBED. AND CLASS B
LAP (EACH FACE) (2"
CLR.)
STRIP TYPE
WATERSTOP
#5 @ 12" E.F.W/ 2" COVER (TYP.)
A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”
SECTION OF EACH TYPE, TYPICAL.
B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND
SHELVING THROUGHOUT
C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO
DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT TYPE,
DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT AND SHPO
D. DEMOLISH EXISTING PLASTER/ GYPSUM BOARD AND WALL FINISH, WALL BASE, AND
MOLDING ON ALL WALLS REQUIRING ELECTRICAL WORK AND ALL EXTERIOR WALLS,
DEMOLISH BATT INSULATION AT EXTERIOR WALLS.
E. DEMOLISH EXISTING FLOORING AND FASTENERS COMPLETE, CLEAN AND PREP
FOR NEW FINISHES. EXISTING HARDWOOD STAIR TREADS TO REMAIN, STRIP OF ALL
FINISHES AND CLEAN. SAND AND PREP FOR NEW FINISHES, COORDINATE WITH
INTERIOR DRAWINGS.
F. DEMOLISH EXISTING CEILING COMPLETE INCLUDING INSULATION, DIFFUSERS,
RETURNS, AND LIGHTS
G. REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
H. REMOVE ALL BASEMENT WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
I. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND DOWNSPOUTS TO
BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL EAVE AND GABLE FASCIA,
TRIM, AND ROOF SHEATHING AND REPLACE ALL DAMAGED MATERIAL TO MATCH
EXISTING ADJACENT; CONTRACTOR TO PROVIDE AN ALLOWANCE FOR DEMO AND
REPLACEMENT OF (8) 8FT 1X8 SHEATHING BOARDS AND (8) EACH OF 8FT TRIM AND
FASCIA BOARDS TO MATCH EXISTING ADJACENT CONSTRUCTION PER BUILDING IN
BASE BID. NOTE: ALL DECORATIVE STRAPS AND SCUPPER BOXES TO BE PROTECTED
AND SALVAGED FOR REINSTALLATION.
J. EXISTING SCREENED IN PORCH ENCLOSURES TO BE DEMOLISHED COMPLETE
K. CONTRACTOR TO RETAIN UNDAMAGED BRICK FOR INFILLING OPERATIONS
L. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,
COORDINATE BASE ENVIRONMENTAL OFFICE.
M. CONTRACTOR TO SALVAGE A 2’X2’ SECTION OF THE PLASTER WALL SYSTEM
COMPLETE AND RETAIN FOR SHPO
N. NOT USED
O. REMOVE CLEAN AND PREP FOR RE-INSTALLATION ALL LOOSE BRICK/ PAVER &
STONEWORK. REMOVE ALL LOOSE AND SPRAWLING GROUT AND BASE @ EXISTING
FRONT PORCH AND STAIR TO SOLID SUB STRUCTURE, PREP SURFACE FOR
REINSTALLATION STONEWORK TO MATCH EXISTING ADJACENT SURFACE LEVEL.
INSPECT HANDRAIL SYSTEM FOR LOOSE OR UNSTABLE CONDITIONS REMOVE, STRIP
OF FINISHES AND PREP FOR REINSTALLATION EXISTING LOOSE OR UNSTABLE
HANDRAIL SYSTEMS COMPLETE. CONTRACTOR TO MINIMIZE DAMAGE TO
SURROUNDING SURFACES TO REMAIN. AND PROVIDE ALLOWANCE FOR 27 SF OF
PORCH AND STAIR STONEWORK PER RESIDENCE ADDRESS TO BE REMOVED AND
REINSTALLED IN BASE BID.
NOTE: CONTRACTOR TO PROVIDE ALLOWANCE FOR REMOVAL
AND REINSTALLATION OF ALL EXTERIOR HANDRAIL SYSTEMS ON
10 RESIDENCES IN BASE BID. ALLOWANCE TO BE APPLIED AS REQUIRED.
EXISTING WALL TO
REMAIN
EXISTING WALL TO BE
DEMOLISHED
EXISTING DOOR TO
REMAIN
EXISTING DOOR TO BE
DEMOLISHED
1 HR DUPLEX
PARTY WALL US Army Corps of Engineers ®
SHEET ID
U S
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
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CERTIFIED FINAL FOR CONSTRUCTION
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TYPE C
3/16" = 1'-0"A1
BASEMENT DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
KEYNOTES:GENERAL NOTES:
1/2" = 1'-0"E1
DOOR INFILL DETAIL
8'4' 16'0 8'4' 16'0
LEGEND:
A
M E
N D
M E
N T
M A
R C
H
A
M E
N D
M E
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M A
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2 2
W
2Q R
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-0
UP
UP
UP
UP
UP
KITCHEN
PORCH
BATH 3
LIN
P
CL
KITCHEN
SEC. DINING
BATH 3
P
LIN
PORCH
CL
TRASHTRASH
DN DN
9 9
2' - 4" 1' - 8 3/4"
2' - 6" 2' - 3 7/8"
3' - 2" 5' - 3 5/8"
7 6
SEC. DINING
DINING RM
FOYER
LIVING RM FAMILY RM
DINING RM
FOYER
LIVING RMFAMILY RM
15 15 15
151515
15 15 15
15 15 15 151515
15 15 15 15
151515
15 15
15 15 15
151515
15151515 15 15
15151515
5' - 3 5/8" 3' - 2" 2' - 3 7/8"
2' - 6" 1' - 8 3/4"
2' - 4"
/8
/4
/2
/4
/2
22 22
25 25 25
25 25
25 25
25 25
23 23
DEMOLISH BASEMENT STAIR AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW, COORDINATE WITH STRUCTURAL DRAWINGS.
CUT BACK EXISTING FLOOR JOISTS TO DIMENSION SHOWN, TO FRAME IN NEW
STAIR WELL OPENING, COORDINATE WITH STRUCTURAL.
EXISTING EXTERIOR STAIR AND STAIR WALL TO BE REMOVED TO 1'-0" BELOW
GRADE LOWER SLAB TO BE REMOVED COMPLETE. STAIRWELL TO BE INFILLED
WITH COMPACTED GRAVEL TO 30" BELOW FINISH GRADE, COVER WITH
GEOTEXTILE FABRIC AND INFILL REMAINDER WITH COMPACTED SOIL.
DEMOLISH EXISTING HANDRAILS AND PICKETS, SALVAGE AND PROTECT A 24”
SECTION, RETAIN FOR SHPO. EXISTING NEWEL POSTS AND CORNER POSTS TO
REMAIN, STRIP OF FINISHES AND SAND PATCH AND PREP FOR INSTALLATION OF
NEW HANDRAIL AND PICKETS.
DEMOLISH EXISTING HEARTH TILE AND MANTLE, TRIM, AND GAS LOGS, SALVAGE
GAS LOGS FOR REINSTALLATION, COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR REWORK OF HOOKUPS.
DEMOLISH EXISTING DOOR AND HARDWARE COMPLETE.
DEMOLISH EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR, SALVAGE DOOR AND ALL HARDWARE FOR
REINSTALLATION. RE-FINISH AND REPAIR SALVAGED DOOR, RESTORE
HARDWARE, WEATHERSTRIPPING AND SWEEP AND REPLACE THE LOWER
VERTICAL (APPROX. 7 FT) OF HINGE AND LATCH JAMB BOARDS WITH NEW WOOD
TO MATCH EXISTING, MORTISE HINGES AND LATCH HARDWARE AS REQUIRED.
PROVIDE 1 PRIMER AND 2 FINISH COATS OF PAINT. CONTRACTOR TO PROVIDE
ALLOWANCE FOR (2) 7' 2X6 JAMB BOARDS IN BASE BID, TO BE CUT TO FIT AS
REQUIRED TO MATCH EXISTING. FIELD MEASURE SIZE REQUIRED. SEE FINISH AND
DOOR SCHED. FOR MORE INFORMATION
DEMOLISH EXISTING STORM DOOR FRAME AND HARDWARE COMPLETE.
DEMOLISH EXISTING METAL PORCH ROOF, FLASHING AND FRAMING COMPLETE,
DEMO GUTTER AND DOWNSPOUT, PREP FOR NEW ROOF FRAMING, COORDINATE
WITH STRUCTURAL.
DEMOLISH EXISTING CONCRETE WALK AND PATIO COMPLETE. SEE CIVIL
DRAWINGS FOR SIDEWALK AND SITE SCOPE OF WORK.
DEMO EXISTING DORMER SIDING, INSPECT WALL & ROOF SHEATHING FOR
DAMAGE AND REMOVE ALL DAMAGED MATERIAL, NOTE: SCHEDULE THIS WORK
SO AS TO REPLACE WITH NEW AT EACH LOCATION ONCE AREA IS REPAIRED, SO
AS TO MINIMIZE BREAKS IN THE BUILDING ENVELOPE. NOTE CONTRACTOR TO
PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT OF (8) 8FT 1X8 SHEATHING
BOARDS TO MATCH EXISTING ADJACENT, PER RESIDENCE IN BASE BID
DEMOLISH PORTION OF WALLS AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW OR NEARBY ADJACENT LOADBEARING STRUCTURE, COORDINATE WITH
STRUCTURAL DRAWINGS.
DEMOLISH EXISTING TRASH ENCLOSURE AND SLAB COMPLETE.
REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND
BLOCKING. NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH
LOCATION ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE
ENVELOPE.
EXISTING DOOR OPENING TO BE PREPPED TO RECEIVE CONCRETE INFILL.
PROVIDE RX-BENTONITE EXPANDING WATERSTOP AROUND PERIMETER OF
OPENING, CONCRETE INFILL TO HAVE XYPEX AD MIXTURE. SEE DETAIL THIS SHEET
FOR FURTHER INFORMATION.
NOTES 17- 20 ARE UNIT AND ADDRESS SPECIFIC REGARDING ABATEMENT
SEE SPEC TABLE 01 02 20 FOR ABETMENT QUANTITIES
ABATE ASSUMED ASBESTOS-CONTAINING BLACK VIBRATION DAMPER (515
JOHNSON, 513 JOHNSON, 427 JOHNSON, 429 JOHNSON, 438 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC FLOOR TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 438 METZGER, 440 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC WALL TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 429 METZGER, 440 METZGER).
ABATE NON-ASBESTOS-CONTAINING 9"X9" FLOOR TILE WITH BLACK SPECS AND
ASBESTOS-CONTAINING BLACK MASTIC (427 JOHNSON, 429 JOHNSON)
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS &
SHELVING & BUILT-INS THROUGHOUT, SEE DEMO NOTES A, B & C FOR FURTHER
INFORMATION.
DEMOLISH ALL LOOSE STONEWORK & HANDRAIL SYSTEMS AT FRONT PORCH AND
STAIR AND PREP FOR REINSTALLATION SEE DEMO NOTE “O” FOR FURTHER
INFORMATION.
DEMOLISH EXISTING TILE AND METAL ROOFING, UNDERLAYMENT, FLASHING, TRIM,
GUTTER, AND DOWNSPOUTS. SEE GENERAL NOTE "I" FOR FURTHER
INFORMATION.
DEMOLISH ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND
FIXTURES COMPLETE, INCLUDING RADIATORS, BATHTUBS, SINKS, AND TOILETS
SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER
INFORMATION.
CLEAN ALL EXTERIOR FOUNDATION BASEMENT WALLS. STRIP INTERIOR FACE OF
ALL FINISHES TO EXPOSE CONCRETE. PREP SURFACE AND TREAT WITH
CEMENTITIOUS WATERPROOFING. FINISHED BASEMENT AREAS INSTALL 2X
FURRING AND SHIM AS REQUIRED FOR
STRAIGHT SMOOTH AND PLUMB SURFACE.
INSTALL 1/2" GWB SHEATHING AND
SCHEDULED FINISH AS INDICATED.
EXISTING MECHANICAL CHASE FRAMING
AND WALL FINISHES TO BE REMOVED
COMPLETE - COORDINATE WITH
MECHANICAL FOR FURTHER INFORMATION.
A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”
SECTION OF EACH TYPE, TYPICAL.
B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND
SHELVING THROUGHOUT
C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO
DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT TYPE,
DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT AND SHPO
D. DEMOLISH EXISTING PLASTER/ GYPSUM BOARD AND WALL FINISH, WALL BASE, AND
MOLDING ON ALL WALLS REQUIRING ELECTRICAL WORK AND ALL EXTERIOR WALLS,
DEMOLISH BATT INSULATION AT EXTERIOR WALLS.
E. DEMOLISH EXISTING FLOORING AND FASTENERS COMPLETE, CLEAN AND PREP
FOR NEW FINISHES. EXISTING HARDWOOD STAIR TREADS TO REMAIN, STRIP OF ALL
FINISHES AND CLEAN. SAND AND PREP FOR NEW FINISHES, COORDINATE WITH
INTERIOR DRAWINGS.
F. DEMOLISH EXISTING CEILING COMPLETE INCLUDING INSULATION, DIFFUSERS,
RETURNS, AND LIGHTS
G. REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
H. REMOVE ALL BASEMENT WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
I. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND DOWNSPOUTS TO
BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL EAVE AND GABLE FASCIA,
TRIM, AND ROOF SHEATHING AND REPLACE ALL DAMAGED MATERIAL TO MATCH
EXISTING ADJACENT; CONTRACTOR TO PROVIDE AN ALLOWANCE FOR DEMO AND
REPLACEMENT OF (8) 8FT 1X8 SHEATHING BOARDS AND (8) EACH OF 8FT TRIM AND
FASCIA BOARDS TO MATCH EXISTING ADJACENT CONSTRUCTION PER BUILDING IN
BASE BID. NOTE: ALL DECORATIVE STRAPS AND SCUPPER BOXES TO BE PROTECTED
AND SALVAGED FOR REINSTALLATION.
J. EXISTING SCREENED IN PORCH ENCLOSURES TO BE DEMOLISHED COMPLETE
K. CONTRACTOR TO RETAIN UNDAMAGED BRICK FOR INFILLING OPERATIONS
L. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,
COORDINATE BASE ENVIRONMENTAL OFFICE.
M. CONTRACTOR TO SALVAGE A 2’X2’ SECTION OF THE PLASTER WALL SYSTEM
COMPLETE AND RETAIN FOR SHPO
N. NOT USED
O. REMOVE CLEAN AND PREP FOR RE-INSTALLATION ALL LOOSE BRICK/ PAVER &
STONEWORK. REMOVE ALL LOOSE AND SPRAWLING GROUT AND BASE @ EXISTING
FRONT PORCH AND STAIR TO SOLID SUB STRUCTURE, PREP SURFACE FOR
REINSTALLATION STONEWORK TO MATCH EXISTING ADJACENT SURFACE LEVEL.
INSPECT HANDRAIL SYSTEM FOR LOOSE OR UNSTABLE CONDITIONS REMOVE, STRIP
OF FINISHES AND PREP FOR REINSTALLATION EXISTING LOOSE OR UNSTABLE
HANDRAIL SYSTEMS COMPLETE. CONTRACTOR TO MINIMIZE DAMAGE TO
SURROUNDING SURFACES TO REMAIN. AND PROVIDE ALLOWANCE FOR 27 SF OF
PORCH AND STAIR STONEWORK PER RESIDENCE ADDRESS TO BE REMOVED AND
REINSTALLED IN BASE BID.
NOTE: CONTRACTOR TO PROVIDE ALLOWANCE FOR REMOVAL
AND REINSTALLATION OF ALL EXTERIOR HANDRAIL SYSTEMS ON
10 RESIDENCES IN BASE BID. ALLOWANCE TO BE APPLIED AS REQUIRED.
EXISTING WALL TO
REMAIN
EXISTING WALL TO BE
DEMOLISHED
EXISTING DOOR TO
REMAIN
EXISTING DOOR TO BE
DEMOLISHED
1 HR DUPLEX
PARTY WALL US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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D R
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K E
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S I D
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D A
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C O
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N O
S O
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2 3 4 5 6 7 8 9 10
F
E
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C
B
A
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D E
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
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PLAN NORTH
AD102
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T F
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A T
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A F
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CERTIFIED FINAL FOR CONSTRUCTION
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TYPE C
3/16" = 1'-0"A1
1ST FLOOR DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
KEYNOTES:GENERAL NOTES:LEGEND:
A
M E
N D
M E
N T
M A
R C
H
A
M E
N D
M E
N T
M A
R C
H
2 2
W
2Q R
R
-0
DN
DN
UP
CLCL
CLCL LINCL CLLIN
6 6
BEDROOM 2
BEDROOM 3
BEDROOM 1
BATH 2
CLOSET
STAIRS
BEDROOM 2
BEDROOM 3
BEDROOM 1
CLOSET
STAIRS
BATH 1 BATH 1
BATH 2
12 12
151515151515
15 15 15 15 151515
15 15 15 15 15 15
15 15
1515151515 15 15
/8
/4
13' - 10 3/8"
/2
/8
"2
22 22
24242424
24 24
25 25
25252525
25 25
DEMOLISH BASEMENT STAIR AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW, COORDINATE WITH STRUCTURAL DRAWINGS.
CUT BACK EXISTING FLOOR JOISTS TO DIMENSION SHOWN, TO FRAME IN NEW
STAIR WELL OPENING, COORDINATE WITH STRUCTURAL.
EXISTING EXTERIOR STAIR AND STAIR WALL TO BE REMOVED TO 1'-0" BELOW
GRADE LOWER SLAB TO BE REMOVED COMPLETE. STAIRWELL TO BE INFILLED
WITH COMPACTED GRAVEL TO 30" BELOW FINISH GRADE, COVER WITH
GEOTEXTILE FABRIC AND INFILL REMAINDER WITH COMPACTED SOIL.
DEMOLISH EXISTING HANDRAILS AND PICKETS, SALVAGE AND PROTECT A 24”
SECTION, RETAIN FOR SHPO. EXISTING NEWEL POSTS AND CORNER POSTS TO
REMAIN, STRIP OF FINISHES AND SAND PATCH AND PREP FOR INSTALLATION OF
NEW HANDRAIL AND PICKETS.
DEMOLISH EXISTING HEARTH TILE AND MANTLE, TRIM, AND GAS LOGS, SALVAGE
GAS LOGS FOR REINSTALLATION, COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR REWORK OF HOOKUPS.
DEMOLISH EXISTING DOOR AND HARDWARE COMPLETE.
DEMOLISH EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR, SALVAGE DOOR AND ALL HARDWARE FOR
REINSTALLATION. RE-FINISH AND REPAIR SALVAGED DOOR, RESTORE
HARDWARE, WEATHERSTRIPPING AND SWEEP AND REPLACE THE LOWER
VERTICAL (APPROX. 7 FT) OF HINGE AND LATCH JAMB BOARDS WITH NEW WOOD
TO MATCH EXISTING, MORTISE HINGES AND LATCH HARDWARE AS REQUIRED.
PROVIDE 1 PRIMER AND 2 FINISH COATS OF PAINT. CONTRACTOR TO PROVIDE
ALLOWANCE FOR (2) 7' 2X6 JAMB BOARDS IN BASE BID, TO BE CUT TO FIT AS
REQUIRED TO MATCH EXISTING. FIELD MEASURE SIZE REQUIRED. SEE FINISH AND
DOOR SCHED. FOR MORE INFORMATION
DEMOLISH EXISTING STORM DOOR FRAME AND HARDWARE COMPLETE.
DEMOLISH EXISTING METAL PORCH ROOF, FLASHING AND FRAMING COMPLETE,
DEMO GUTTER AND DOWNSPOUT, PREP FOR NEW ROOF FRAMING, COORDINATE
WITH STRUCTURAL.
DEMOLISH EXISTING CONCRETE WALK AND PATIO COMPLETE. SEE CIVIL
DRAWINGS FOR SIDEWALK AND SITE SCOPE OF WORK.
DEMO EXISTING DORMER SIDING, INSPECT WALL & ROOF SHEATHING FOR
DAMAGE AND REMOVE ALL DAMAGED MATERIAL, NOTE: SCHEDULE THIS WORK
SO AS TO REPLACE WITH NEW AT EACH LOCATION ONCE AREA IS REPAIRED, SO
AS TO MINIMIZE BREAKS IN THE BUILDING ENVELOPE. NOTE CONTRACTOR TO
PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT OF (8) 8FT 1X8 SHEATHING
BOARDS TO MATCH EXISTING ADJACENT, PER RESIDENCE IN BASE BID
DEMOLISH PORTION OF WALLS AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW OR NEARBY ADJACENT LOADBEARING STRUCTURE, COORDINATE WITH
STRUCTURAL DRAWINGS.
DEMOLISH EXISTING TRASH ENCLOSURE AND SLAB COMPLETE.
REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND
BLOCKING. NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH
LOCATION ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE
ENVELOPE.
EXISTING DOOR OPENING TO BE PREPPED TO RECEIVE CONCRETE INFILL.
PROVIDE RX-BENTONITE EXPANDING WATERSTOP AROUND PERIMETER OF
OPENING, CONCRETE INFILL TO HAVE XYPEX AD MIXTURE. SEE DETAIL THIS SHEET
FOR FURTHER INFORMATION.
NOTES 17- 20 ARE UNIT AND ADDRESS SPECIFIC REGARDING ABATEMENT
SEE SPEC TABLE 01 02 20 FOR ABETMENT QUANTITIES
ABATE ASSUMED ASBESTOS-CONTAINING BLACK VIBRATION DAMPER (515
JOHNSON, 513 JOHNSON, 427 JOHNSON, 429 JOHNSON, 438 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC FLOOR TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 438 METZGER, 440 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC WALL TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 429 METZGER, 440 METZGER).
ABATE NON-ASBESTOS-CONTAINING 9"X9" FLOOR TILE WITH BLACK SPECS AND
ASBESTOS-CONTAINING BLACK MASTIC (427 JOHNSON, 429 JOHNSON)
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS &
SHELVING & BUILT-INS THROUGHOUT, SEE DEMO NOTES A, B & C FOR FURTHER
INFORMATION.
DEMOLISH ALL LOOSE STONEWORK & HANDRAIL SYSTEMS AT FRONT PORCH AND
STAIR AND PREP FOR REINSTALLATION SEE DEMO NOTE “O” FOR FURTHER
INFORMATION.
DEMOLISH EXISTING TILE AND METAL ROOFING, UNDERLAYMENT, FLASHING, TRIM,
GUTTER, AND DOWNSPOUTS. SEE GENERAL NOTE "I" FOR FURTHER
INFORMATION.
DEMOLISH ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND
FIXTURES COMPLETE, INCLUDING RADIATORS, BATHTUBS, SINKS, AND TOILETS
SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER
INFORMATION.
CLEAN ALL EXTERIOR FOUNDATION BASEMENT WALLS. STRIP INTERIOR FACE OF
ALL FINISHES TO EXPOSE CONCRETE. PREP SURFACE AND TREAT WITH
CEMENTITIOUS WATERPROOFING. FINISHED BASEMENT AREAS INSTALL 2X
FURRING AND SHIM AS REQUIRED FOR
STRAIGHT SMOOTH AND PLUMB SURFACE.
INSTALL 1/2" GWB SHEATHING AND
SCHEDULED FINISH AS INDICATED.
EXISTING MECHANICAL CHASE FRAMING
AND WALL FINISHES TO BE REMOVED
COMPLETE - COORDINATE WITH
MECHANICAL FOR FURTHER INFORMATION.
A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”
SECTION OF EACH TYPE, TYPICAL.
B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND
SHELVING THROUGHOUT
C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO
DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT TYPE,
DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT AND SHPO
D. DEMOLISH EXISTING PLASTER/ GYPSUM BOARD AND WALL FINISH, WALL BASE, AND
MOLDING ON ALL WALLS REQUIRING ELECTRICAL WORK AND ALL EXTERIOR WALLS,
DEMOLISH BATT INSULATION AT EXTERIOR WALLS.
E. DEMOLISH EXISTING FLOORING AND FASTENERS COMPLETE, CLEAN AND PREP
FOR NEW FINISHES. EXISTING HARDWOOD STAIR TREADS TO REMAIN, STRIP OF ALL
FINISHES AND CLEAN. SAND AND PREP FOR NEW FINISHES, COORDINATE WITH
INTERIOR DRAWINGS.
F. DEMOLISH EXISTING CEILING COMPLETE INCLUDING INSULATION, DIFFUSERS,
RETURNS, AND LIGHTS
G. REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
H. REMOVE ALL BASEMENT WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
I. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND DOWNSPOUTS TO
BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL EAVE AND GABLE FASCIA,
TRIM, AND ROOF SHEATHING AND REPLACE ALL DAMAGED MATERIAL TO MATCH
EXISTING ADJACENT; CONTRACTOR TO PROVIDE AN ALLOWANCE FOR DEMO AND
REPLACEMENT OF (8) 8FT 1X8 SHEATHING BOARDS AND (8) EACH OF 8FT TRIM AND
FASCIA BOARDS TO MATCH EXISTING ADJACENT CONSTRUCTION PER BUILDING IN
BASE BID. NOTE: ALL DECORATIVE STRAPS AND SCUPPER BOXES TO BE PROTECTED
AND SALVAGED FOR REINSTALLATION.
J. EXISTING SCREENED IN PORCH ENCLOSURES TO BE DEMOLISHED COMPLETE
K. CONTRACTOR TO RETAIN UNDAMAGED BRICK FOR INFILLING OPERATIONS
L. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,
COORDINATE BASE ENVIRONMENTAL OFFICE.
M. CONTRACTOR TO SALVAGE A 2’X2’ SECTION OF THE PLASTER WALL SYSTEM
COMPLETE AND RETAIN FOR SHPO
N. NOT USED
O. REMOVE CLEAN AND PREP FOR RE-INSTALLATION ALL LOOSE BRICK/ PAVER &
STONEWORK. REMOVE ALL LOOSE AND SPRAWLING GROUT AND BASE @ EXISTING
FRONT PORCH AND STAIR TO SOLID SUB STRUCTURE, PREP SURFACE FOR
REINSTALLATION STONEWORK TO MATCH EXISTING ADJACENT SURFACE LEVEL.
INSPECT HANDRAIL SYSTEM FOR LOOSE OR UNSTABLE CONDITIONS REMOVE, STRIP
OF FINISHES AND PREP FOR REINSTALLATION EXISTING LOOSE OR UNSTABLE
HANDRAIL SYSTEMS COMPLETE. CONTRACTOR TO MINIMIZE DAMAGE TO
SURROUNDING SURFACES TO REMAIN. AND PROVIDE ALLOWANCE FOR 27 SF OF
PORCH AND STAIR STONEWORK PER RESIDENCE ADDRESS TO BE REMOVED AND
REINSTALLED IN BASE BID.
NOTE: CONTRACTOR TO PROVIDE ALLOWANCE FOR REMOVAL
AND REINSTALLATION OF ALL EXTERIOR HANDRAIL SYSTEMS ON
10 RESIDENCES IN BASE BID. ALLOWANCE TO BE APPLIED AS REQUIRED.
EXISTING WALL TO
REMAIN
EXISTING WALL TO BE
DEMOLISHED
EXISTING DOOR TO
REMAIN
EXISTING DOOR TO BE
DEMOLISHED
1 HR DUPLEX
PARTY WALL US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
PLAN NORTH
AD103
N
D F
L O
O R
D E
M O
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N
P L
A N
W R
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H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
IO
L O
U
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V
IL
L E
D
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T R
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R M
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IN
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T H
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IN
G P
L
L O
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L E
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C K
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J W
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S O
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S D
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A R
O
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R A
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J A
N U
A R
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W Q
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-F
-0
CERTIFIED FINAL FOR CONSTRUCTION
IM
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F A
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P
TYPE C
3/16" = 1'-0"A1
2ND FLOOR DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
KEYNOTES:GENERAL NOTES:LEGEND:
A
M E
N D
M E
N T
M A
R C
H
A
M E
N D
M E
N T
M A
R C
H
2 2
W
2Q R
R
-0
DNDN
CL
ST3
OFFICE
DEN
OFFICE
DEN
CL
STAIRSSTAIRS12
12 12 1212
15 15
15 15
15 15
/4
/8
/4
/8
24 24
24 24
242424 24
25 25
25 25
25 25
DEMOLISH BASEMENT STAIR AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW, COORDINATE WITH STRUCTURAL DRAWINGS.
CUT BACK EXISTING FLOOR JOISTS TO DIMENSION SHOWN, TO FRAME IN NEW
STAIR WELL OPENING, COORDINATE WITH STRUCTURAL.
EXISTING EXTERIOR STAIR AND STAIR WALL TO BE REMOVED TO 1'-0" BELOW
GRADE LOWER SLAB TO BE REMOVED COMPLETE. STAIRWELL TO BE INFILLED
WITH COMPACTED GRAVEL TO 30" BELOW FINISH GRADE, COVER WITH
GEOTEXTILE FABRIC AND INFILL REMAINDER WITH COMPACTED SOIL.
DEMOLISH EXISTING HANDRAILS AND PICKETS, SALVAGE AND PROTECT A 24”
SECTION, RETAIN FOR SHPO. EXISTING NEWEL POSTS AND CORNER POSTS TO
REMAIN, STRIP OF FINISHES AND SAND PATCH AND PREP FOR INSTALLATION OF
NEW HANDRAIL AND PICKETS.
DEMOLISH EXISTING HEARTH TILE AND MANTLE, TRIM, AND GAS LOGS, SALVAGE
GAS LOGS FOR REINSTALLATION, COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR REWORK OF HOOKUPS.
DEMOLISH EXISTING DOOR AND HARDWARE COMPLETE.
DEMOLISH EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR, SALVAGE DOOR AND ALL HARDWARE FOR
REINSTALLATION. RE-FINISH AND REPAIR SALVAGED DOOR, RESTORE
HARDWARE, WEATHERSTRIPPING AND SWEEP AND REPLACE THE LOWER
VERTICAL (APPROX. 7 FT) OF HINGE AND LATCH JAMB BOARDS WITH NEW WOOD
TO MATCH EXISTING, MORTISE HINGES AND LATCH HARDWARE AS REQUIRED.
PROVIDE 1 PRIMER AND 2 FINISH COATS OF PAINT. CONTRACTOR TO PROVIDE
ALLOWANCE FOR (2) 7' 2X6 JAMB BOARDS IN BASE BID, TO BE CUT TO FIT AS
REQUIRED TO MATCH EXISTING. FIELD MEASURE SIZE REQUIRED. SEE FINISH AND
DOOR SCHED. FOR MORE INFORMATION
DEMOLISH EXISTING STORM DOOR FRAME AND HARDWARE COMPLETE.
DEMOLISH EXISTING METAL PORCH ROOF, FLASHING AND FRAMING COMPLETE,
DEMO GUTTER AND DOWNSPOUT, PREP FOR NEW ROOF FRAMING, COORDINATE
WITH STRUCTURAL.
DEMOLISH EXISTING CONCRETE WALK AND PATIO COMPLETE. SEE CIVIL
DRAWINGS FOR SIDEWALK AND SITE SCOPE OF WORK.
DEMO EXISTING DORMER SIDING, INSPECT WALL & ROOF SHEATHING FOR
DAMAGE AND REMOVE ALL DAMAGED MATERIAL, NOTE: SCHEDULE THIS WORK
SO AS TO REPLACE WITH NEW AT EACH LOCATION ONCE AREA IS REPAIRED, SO
AS TO MINIMIZE BREAKS IN THE BUILDING ENVELOPE. NOTE CONTRACTOR TO
PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT OF (8) 8FT 1X8 SHEATHING
BOARDS TO MATCH EXISTING ADJACENT, PER RESIDENCE IN BASE BID
DEMOLISH PORTION OF WALLS AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW OR NEARBY ADJACENT LOADBEARING STRUCTURE, COORDINATE WITH
STRUCTURAL DRAWINGS.
DEMOLISH EXISTING TRASH ENCLOSURE AND SLAB COMPLETE.
REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND
BLOCKING. NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH
LOCATION ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE
ENVELOPE.
EXISTING DOOR OPENING TO BE PREPPED TO RECEIVE CONCRETE INFILL.
PROVIDE RX-BENTONITE EXPANDING WATERSTOP AROUND PERIMETER OF
OPENING, CONCRETE INFILL TO HAVE XYPEX AD MIXTURE. SEE DETAIL THIS SHEET
FOR FURTHER INFORMATION.
NOTES 17- 20 ARE UNIT AND ADDRESS SPECIFIC REGARDING ABATEMENT
SEE SPEC TABLE 01 02 20 FOR ABETMENT QUANTITIES
ABATE ASSUMED ASBESTOS-CONTAINING BLACK VIBRATION DAMPER (515
JOHNSON, 513 JOHNSON, 427 JOHNSON, 429 JOHNSON, 438 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC FLOOR TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 438 METZGER, 440 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC WALL TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 429 METZGER, 440 METZGER).
ABATE NON-ASBESTOS-CONTAINING 9"X9" FLOOR TILE WITH BLACK SPECS AND
ASBESTOS-CONTAINING BLACK MASTIC (427 JOHNSON, 429 JOHNSON)
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS &
SHELVING & BUILT-INS THROUGHOUT, SEE DEMO NOTES A, B & C FOR FURTHER
INFORMATION.
DEMOLISH ALL LOOSE STONEWORK & HANDRAIL SYSTEMS AT FRONT PORCH AND
STAIR AND PREP FOR REINSTALLATION SEE DEMO NOTE “O” FOR FURTHER
INFORMATION.
DEMOLISH EXISTING TILE AND METAL ROOFING, UNDERLAYMENT, FLASHING, TRIM,
GUTTER, AND DOWNSPOUTS. SEE GENERAL NOTE "I" FOR FURTHER
INFORMATION.
DEMOLISH ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND
FIXTURES COMPLETE, INCLUDING RADIATORS, BATHTUBS, SINKS, AND TOILETS
SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER
INFORMATION.
CLEAN ALL EXTERIOR FOUNDATION BASEMENT WALLS. STRIP INTERIOR FACE OF
ALL FINISHES TO EXPOSE CONCRETE. PREP SURFACE AND TREAT WITH
CEMENTITIOUS WATERPROOFING. FINISHED BASEMENT AREAS INSTALL 2X
FURRING AND SHIM AS REQUIRED FOR
STRAIGHT SMOOTH AND PLUMB SURFACE.
INSTALL 1/2" GWB SHEATHING AND
SCHEDULED FINISH AS INDICATED.
EXISTING MECHANICAL CHASE FRAMING
AND WALL FINISHES TO BE REMOVED
COMPLETE - COORDINATE WITH
MECHANICAL FOR FURTHER INFORMATION.
A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”
SECTION OF EACH TYPE, TYPICAL.
B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND
SHELVING THROUGHOUT
C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO
DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT TYPE,
DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT AND SHPO
D. DEMOLISH EXISTING PLASTER/ GYPSUM BOARD AND WALL FINISH, WALL BASE, AND
MOLDING ON ALL WALLS REQUIRING ELECTRICAL WORK AND ALL EXTERIOR WALLS,
DEMOLISH BATT INSULATION AT EXTERIOR WALLS.
E. DEMOLISH EXISTING FLOORING AND FASTENERS COMPLETE, CLEAN AND PREP
FOR NEW FINISHES. EXISTING HARDWOOD STAIR TREADS TO REMAIN, STRIP OF ALL
FINISHES AND CLEAN. SAND AND PREP FOR NEW FINISHES, COORDINATE WITH
INTERIOR DRAWINGS.
F. DEMOLISH EXISTING CEILING COMPLETE INCLUDING INSULATION, DIFFUSERS,
RETURNS, AND LIGHTS
G. REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
H. REMOVE ALL BASEMENT WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
I. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND DOWNSPOUTS TO
BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL EAVE AND GABLE FASCIA,
TRIM, AND ROOF SHEATHING AND REPLACE ALL DAMAGED MATERIAL TO MATCH
EXISTING ADJACENT; CONTRACTOR TO PROVIDE AN ALLOWANCE FOR DEMO AND
REPLACEMENT OF (8) 8FT 1X8 SHEATHING BOARDS AND (8) EACH OF 8FT TRIM AND
FASCIA BOARDS TO MATCH EXISTING ADJACENT CONSTRUCTION PER BUILDING IN
BASE BID. NOTE: ALL DECORATIVE STRAPS AND SCUPPER BOXES TO BE PROTECTED
AND SALVAGED FOR REINSTALLATION.
J. EXISTING SCREENED IN PORCH ENCLOSURES TO BE DEMOLISHED COMPLETE
K. CONTRACTOR TO RETAIN UNDAMAGED BRICK FOR INFILLING OPERATIONS
L. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,
COORDINATE BASE ENVIRONMENTAL OFFICE.
M. CONTRACTOR TO SALVAGE A 2’X2’ SECTION OF THE PLASTER WALL SYSTEM
COMPLETE AND RETAIN FOR SHPO
N. NOT USED
O. REMOVE CLEAN AND PREP FOR RE-INSTALLATION ALL LOOSE BRICK/ PAVER &
STONEWORK. REMOVE ALL LOOSE AND SPRAWLING GROUT AND BASE @ EXISTING
FRONT PORCH AND STAIR TO SOLID SUB STRUCTURE, PREP SURFACE FOR
REINSTALLATION STONEWORK TO MATCH EXISTING ADJACENT SURFACE LEVEL.
INSPECT HANDRAIL SYSTEM FOR LOOSE OR UNSTABLE CONDITIONS REMOVE, STRIP
OF FINISHES AND PREP FOR REINSTALLATION EXISTING LOOSE OR UNSTABLE
HANDRAIL SYSTEMS COMPLETE. CONTRACTOR TO MINIMIZE DAMAGE TO
SURROUNDING SURFACES TO REMAIN. AND PROVIDE ALLOWANCE FOR 27 SF OF
PORCH AND STAIR STONEWORK PER RESIDENCE ADDRESS TO BE REMOVED AND
REINSTALLED IN BASE BID.
NOTE: CONTRACTOR TO PROVIDE ALLOWANCE FOR REMOVAL
AND REINSTALLATION OF ALL EXTERIOR HANDRAIL SYSTEMS ON
10 RESIDENCES IN BASE BID. ALLOWANCE TO BE APPLIED AS REQUIRED.
EXISTING WALL TO
REMAIN
EXISTING WALL TO BE
DEMOLISHED
EXISTING DOOR TO
REMAIN
EXISTING DOOR TO BE
DEMOLISHED
1 HR DUPLEX
PARTY WALL US Army Corps of Engineers ®
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*** SUPPORT VALUE ENGINEERING - IT PAYS ***
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TYPE C
3/16" = 1'-0"A1
3RD FLOOR DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
KEYNOTES:GENERAL NOTES:LEGEND:
A
M E
N D
M E
N T
M A
R C
H
A
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N D
M E
N T
M A
R C
H
2 2
W
2Q R
R
-0
1'-2" / 1'-0" 1'-2" / 1'-0"
1'-2" / 1'-0"
1'-3" / 1'-0" 1'-3" / 1'-0"
1'-3" / 1'-0"
1'-3" / 1'-0"1'-3" / 1'-0"
1'-2" / 1'-0"
1'-2" / 1'-0" 1'-2" / 1'-0"1'-2" / 1'-0"1'-2" / 1'-0"
1'-3" / 1'-0"
1'-2" / 1'-0" 1'-2" / 1'-0" 1'-2" / 1'-0" 1'-2" / 1'-0"
EXISTING WALL TO
REMAIN
EXISTING WALL TO BE
DEMOLISHED
EXISTING DOOR TO
REMAIN
EXISTING DOOR TO BE
DEMOLISHED
1 HR DUPLEX
PARTY WALL
DEMOLISH BASEMENT STAIR AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW, COORDINATE WITH STRUCTURAL DRAWINGS.
CUT BACK EXISTING FLOOR JOISTS TO DIMENSION SHOWN, TO FRAME IN NEW
STAIR WELL OPENING, COORDINATE WITH STRUCTURAL.
EXISTING EXTERIOR STAIR AND STAIR WALL TO BE REMOVED TO 1'-0" BELOW
GRADE LOWER SLAB TO BE REMOVED COMPLETE. STAIRWELL TO BE INFILLED
WITH COMPACTED GRAVEL TO 30" BELOW FINISH GRADE, COVER WITH
GEOTEXTILE FABRIC AND INFILL REMAINDER WITH COMPACTED SOIL.
DEMOLISH EXISTING HANDRAILS AND PICKETS, SALVAGE AND PROTECT A 24”
SECTION, RETAIN FOR SHPO. EXISTING NEWEL POSTS AND CORNER POSTS TO
REMAIN, STRIP OF FINISHES AND SAND PATCH AND PREP FOR INSTALLATION OF
NEW HANDRAIL AND PICKETS.
DEMOLISH EXISTING HEARTH TILE AND MANTLE, TRIM, AND GAS LOGS, SALVAGE
GAS LOGS FOR REINSTALLATION, COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR REWORK OF HOOKUPS.
DEMOLISH EXISTING DOOR AND HARDWARE COMPLETE.
DEMOLISH EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR, SALVAGE DOOR AND ALL HARDWARE FOR
REINSTALLATION. RE-FINISH AND REPAIR SALVAGED DOOR, RESTORE
HARDWARE, WEATHERSTRIPPING AND SWEEP AND REPLACE THE LOWER
VERTICAL (APPROX. 7 FT) OF HINGE AND LATCH JAMB BOARDS WITH NEW WOOD
TO MATCH EXISTING, MORTISE HINGES AND LATCH HARDWARE AS REQUIRED.
PROVIDE 1 PRIMER AND 2 FINISH COATS OF PAINT. CONTRACTOR TO PROVIDE
ALLOWANCE FOR (2) 7' 2X6 JAMB BOARDS IN BASE BID, TO BE CUT TO FIT AS
REQUIRED TO MATCH EXISTING. FIELD MEASURE SIZE REQUIRED. SEE FINISH AND
DOOR SCHED. FOR MORE INFORMATION
DEMOLISH EXISTING STORM DOOR FRAME AND HARDWARE COMPLETE.
DEMOLISH EXISTING METAL PORCH ROOF, FLASHING AND FRAMING COMPLETE,
DEMO GUTTER AND DOWNSPOUT, PREP FOR NEW ROOF FRAMING, COORDINATE
WITH STRUCTURAL.
DEMOLISH EXISTING CONCRETE WALK AND PATIO COMPLETE. SEE CIVIL
DRAWINGS FOR SIDEWALK AND SITE SCOPE OF WORK.
DEMO EXISTING DORMER SIDING, INSPECT WALL & ROOF SHEATHING FOR
DAMAGE AND REMOVE ALL DAMAGED MATERIAL, NOTE: SCHEDULE THIS WORK
SO AS TO REPLACE WITH NEW AT EACH LOCATION ONCE AREA IS REPAIRED, SO
AS TO MINIMIZE BREAKS IN THE BUILDING ENVELOPE. NOTE CONTRACTOR TO
PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT OF (8) 8FT 1X8 SHEATHING
BOARDS TO MATCH EXISTING ADJACENT, PER RESIDENCE IN BASE BID
DEMOLISH PORTION OF WALLS AS SHOWN, PROVIDE SHORING PRIOR TO
DEMOLITION AS REQUIRED. SHORING TO BE CONTINUOUS TO FOUNDATION
BELOW OR NEARBY ADJACENT LOADBEARING STRUCTURE, COORDINATE WITH
STRUCTURAL DRAWINGS.
DEMOLISH EXISTING TRASH ENCLOSURE AND SLAB COMPLETE.
REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND
BLOCKING. NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH
LOCATION ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE
ENVELOPE.
EXISTING DOOR OPENING TO BE PREPPED TO RECEIVE CONCRETE INFILL.
PROVIDE RX-BENTONITE EXPANDING WATERSTOP AROUND PERIMETER OF
OPENING, CONCRETE INFILL TO HAVE XYPEX AD MIXTURE. SEE DETAIL THIS SHEET
FOR FURTHER INFORMATION.
NOTES 17- 20 ARE UNIT AND ADDRESS SPECIFIC REGARDING ABATEMENT
SEE SPEC TABLE 01 02 20 FOR ABETMENT QUANTITIES
ABATE ASSUMED ASBESTOS-CONTAINING BLACK VIBRATION DAMPER (515
JOHNSON, 513 JOHNSON, 427 JOHNSON, 429 JOHNSON, 438 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC FLOOR TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 438 METZGER, 440 METZGER).
ABATE ASSUMED ASBESTOS-CONTAINING CERAMIC WALL TILE WITH
MORTAR/MASTIC AND GROUT (515 JOHNSON, 513 JOHNSON, 427 JOHNSON, 429
JOHNSON, 429 METZGER, 440 METZGER).
ABATE NON-ASBESTOS-CONTAINING 9"X9" FLOOR TILE WITH BLACK SPECS AND
ASBESTOS-CONTAINING BLACK MASTIC (427 JOHNSON, 429 JOHNSON)
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
EXISTING CRAWLSPACE ACCESS DOOR, FRAME AND HARDWARE TO BE REMOVED
COMPLETELY. PREP OPENING TO RECEIVE NEW ACCESS DOOR AND FRAME.
DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS &
SHELVING & BUILT-INS THROUGHOUT, SEE DEMO NOTES A, B & C FOR FURTHER
INFORMATION.
DEMOLISH ALL LOOSE STONEWORK & HANDRAIL SYSTEMS AT FRONT PORCH AND
STAIR AND PREP FOR REINSTALLATION SEE DEMO NOTE “O” FOR FURTHER
INFORMATION.
DEMOLISH EXISTING TILE AND METAL ROOFING, UNDERLAYMENT, FLASHING, TRIM,
GUTTER, AND DOWNSPOUTS. SEE GENERAL NOTE "I" FOR FURTHER
INFORMATION.
DEMOLISH ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND
FIXTURES COMPLETE, INCLUDING RADIATORS, BATHTUBS, SINKS, AND TOILETS
SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER
INFORMATION.
CLEAN ALL EXTERIOR FOUNDATION BASEMENT WALLS. STRIP INTERIOR FACE OF
ALL FINISHES TO EXPOSE CONCRETE. PREP SURFACE AND TREAT WITH
CEMENTITIOUS WATERPROOFING. FINISHED BASEMENT AREAS INSTALL 2X
FURRING AND SHIM AS REQUIRED FOR
STRAIGHT SMOOTH AND PLUMB SURFACE.
INSTALL 1/2" GWB SHEATHING AND
SCHEDULED FINISH AS INDICATED.
EXISTING MECHANICAL CHASE FRAMING
AND WALL FINISHES TO BE REMOVED
COMPLETE - COORDINATE WITH
MECHANICAL FOR FURTHER INFORMATION.
A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”
SECTION OF EACH TYPE, TYPICAL.
B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND
SHELVING THROUGHOUT
C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO
DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT TYPE,
DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT AND SHPO
D. DEMOLISH EXISTING PLASTER/ GYPSUM BOARD AND WALL FINISH, WALL BASE, AND
MOLDING ON ALL WALLS REQUIRING ELECTRICAL WORK AND ALL EXTERIOR WALLS,
DEMOLISH BATT INSULATION AT EXTERIOR WALLS.
E. DEMOLISH EXISTING FLOORING AND FASTENERS COMPLETE, CLEAN AND PREP
FOR NEW FINISHES. EXISTING HARDWOOD STAIR TREADS TO REMAIN, STRIP OF ALL
FINISHES AND CLEAN. SAND AND PREP FOR NEW FINISHES, COORDINATE WITH
INTERIOR DRAWINGS.
F. DEMOLISH EXISTING CEILING COMPLETE INCLUDING INSULATION, DIFFUSERS,
RETURNS, AND LIGHTS
G. REMOVE ALL EXISTING WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
H. REMOVE ALL BASEMENT WINDOWS, CASEMENT AND TRIM INSPECT OPENING FOR
WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL DAMAGED MATERIAL REFER TO
WINDOW SCHEDULES SHEET A603 FOR LOCATIONS REQUIRING REPLACEMENT OF
DAMAGED MASONRY LINTELS, SILLS AND TUCK POINTING COORDINATE WITH
STRUCTURAL . PREP OPENING TO RECEIVE REPLACEMENT FRAMING AND BLOCKING.
NOTE: SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION
ONCE OPENING IS REPAIRED SO AS TO MINIMIZE BREAKS IN THE ENVELOPE
I. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND DOWNSPOUTS TO
BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL EAVE AND GABLE FASCIA,
TRIM, AND ROOF SHEATHING AND REPLACE ALL DAMAGED MATERIAL TO MATCH
EXISTING ADJACENT; CONTRACTOR TO PROVIDE AN ALLOWANCE FOR DEMO AND
REPLACEMENT OF (8) 8FT 1X8 SHEATHING BOARDS AND (8) EACH OF 8FT TRIM AND
FASCIA BOARDS TO MATCH EXISTING ADJACENT CONSTRUCTION PER BUILDING IN
BASE BID. NOTE: ALL DECORATIVE STRAPS AND SCUPPER BOXES TO BE PROTECTED
AND SALVAGED FOR REINSTALLATION.
J. EXISTING SCREENED IN PORCH ENCLOSURES TO BE DEMOLISHED COMPLETE
K. CONTRACTOR TO RETAIN UNDAMAGED BRICK FOR INFILLING OPERATIONS
L. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,
COORDINATE BASE ENVIRONMENTAL OFFICE.
M. CONTRACTOR TO SALVAGE A 2’X2’ SECTION OF THE PLASTER WALL SYSTEM
COMPLETE AND RETAIN FOR SHPO
N. NOT USED
O. REMOVE CLEAN AND PREP FOR RE-INSTALLATION ALL LOOSE BRICK/ PAVER &
STONEWORK. REMOVE ALL LOOSE AND SPRAWLING GROUT AND BASE @ EXISTING
FRONT PORCH AND STAIR TO SOLID SUB STRUCTURE, PREP SURFACE FOR
REINSTALLATION STONEWORK TO MATCH EXISTING ADJACENT SURFACE LEVEL.
INSPECT HANDRAIL SYSTEM FOR LOOSE OR UNSTABLE CONDITIONS REMOVE, STRIP
OF FINISHES AND PREP FOR REINSTALLATION EXISTING LOOSE OR UNSTABLE
HANDRAIL SYSTEMS COMPLETE. CONTRACTOR TO MINIMIZE DAMAGE TO
SURROUNDING SURFACES TO REMAIN. AND PROVIDE ALLOWANCE FOR 27 SF OF
PORCH AND STAIR STONEWORK PER RESIDENCE ADDRESS TO BE REMOVED AND
REINSTALLED IN BASE BID.
NOTE: CONTRACTOR TO PROVIDE ALLOWANCE FOR REMOVAL
AND REINSTALLATION OF ALL EXTERIOR HANDRAIL SYSTEMS ON
10 RESIDENCES IN BASE BID. ALLOWANCE TO BE APPLIED AS REQUIRED.
US Army Corps of Engineers ®
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TYPE C3/16" = 1'-0"A1
ROOF DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
KEYNOTES:GENERAL NOTES:LEGEND:
A
M E
N D
M E
N T
M A
R C
H
A
M E
N D
M E
N T
M A
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2 2
W
2Q R
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-0
D W
D W
A1
A-301
D1
A-301
A1 A-201
A1 A-202
D1 A-202
D1 A-201
MECH RM
002B
STORAGE
003B
STAIRS
001B
STAIRS
001A
MECH
002A
STORAGE
003A
LAUNDRY
004B
LAUNDRY
004A
CRAWL SPACE CRAWL SPACE
UP UP
002B002A
7 7
A
A
A A A A
A
A
A-401
E1
004A 004B
777 7
11 8
/4
/4
A1
A-302
A6
A-302
A8
A-302
A1
A-303
A5
A-303
2' - 6" 2' - 8"
SHELF
AND ROD
NIC
NIC
NIC
NIC
SHELF
AND ROD
TILE TRANSITION STRIP
AT STEP DOWN
AD001A AD001B
13' - 9 3/4"
2' - 8" 2' - 6"
3' - 8 1/4" 3' - 9 1/2"
3' - 9 7/8" 3' - 7 7/8"
TILE TRANSITION STRIP
AT STEP DOWN
18 18
II
10 10 10
STOOP FOUNDATION STOOP FOUNDATION
EMERGENCY
ESCAPE OPENING
EMERGENCY
ESCAPE OPENING
003A 003B
A. REFER TO INTERIOR DRAWINGS FOR FINISH SCHEDULE.
B. REFER TO INTERIOR DRAWINGS FOR CABINET AND COUNTER FINISHES.
C. ALL NEW INTERIOR WALLS TO BE 2"X4" STUDS@ 16” O.C. TYPICAL WALLS WITH 1/2"
GYPSUM BOARD BOTH SIDES UNLESS NOTED OTHERWISE. SEE WALL LEGEND
D. FIELD VERIFY ALL DIMENSIONS.
E. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN AN
ABBREVIATION IS USED BUT NOT LISTED, THE DEFINITION IN THE SPECIFICATIONS OR
REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN THE EVENT THAT AN
ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS OR RFP, THE INDUSTRY
STANDARD DEFINITION APPLICABLE TO THE CONTEXT SHOULD BE USED.
F. DIMENSIONS…
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