3279 SFAB Demo Drawings - 100p FIO.pdf
PDF 43 MB Posted
- Solicitation number
- W912DW20B0009
About this file
This document provides details on a federal government solicitation. The solicitation number is W912DW20B0009 and is seeking proposals for a Design-Bid-Build Construction Contract to repair the Security Forces Assistance Brigade at Joint Base Lewis-McChord in Washington state. This is a 100% Small Business set-aside opportunity being conducted using Two-Step Sealed Bidding procedures, which will result in a firm fixed-price contract award. Step One of this solicitation involves the submission of a technical proposal only, with an amendment to follow incorporating Step Two and an invitation for bids. The project magnitude is between $25 million and $100 million according to DFARS guidance. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Seattle. Proposals are due based on the dates provided in the enclosed solicitation document.
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W S P U
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S u it e
F e d e ra l W a y W
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US Army Corps of Engineers ®
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WSP USA / PROJECT MANAGEMENT, CIVIL & STRUCTURAL ENGINEERING
WJA DESIGN COLLABORATIVE / ARCHITECTURAL, INTERIOR DESIGN
BCE / MECHANICAL, ELECTRICAL, COMMUNICATION, FIRE PROTECTION
PT & C / COST ESTIMATING
PROJECT TEAM:
DESIGN PACKAGE CE0676
DEMOLITION AND HAZARDOUS MATERIALS REMOVAL
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SEATTLE DISTRICT
JOINT BASE LEWIS-McCHORD, WASHINGTON
REPAIR AND CONVERT SFAB BUILDINGS
IJO DER190109J
BN/BSB HQ - BLDG 3279
BELLINGHAM
MT. VERNON
EVERETT
SEATTLE
OLYMPIA
ABERDEEN
CHEHALIS
VANCOUVER
PORTLAND
ELLENSBURG
YAKIMA
SPOKANE
TACOMA
WALLA WALLA
PENDLETON
UMATILLA ARMY DEPOT
SEQUALITCHEW LAKE
LYNN
LAKE
WRIGHT
LAKE
SEARS
LAKE
LAKE
AM
ER
IC
AN
NORTH
NORTH
O R E G O N
I D
A
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B R I T I S H C O L U M B I A
W A S H I N G T O N
TO
T
AC
O
M A
EXIT 123
EXIT 122
EXIT 120
TO OLYMPIA
EXIT 119
NORTHEAST
FT. LEWIS
MAIN
GATE
FORT
LEWIS
(MAIN
POST)
CAMP
MURRA
Y
LOGISTICS
CENTER
EXIT 119
SFAB LOCATION
LOGISTICS
CENTER
GATE
MADIGAN
ARMY
MEDICAL
CENTER
NORTH
FORT
LEWIS
VICINITY MAP
NOT TO SCALE
S
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A C O
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BNRR
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PENDLETON
GRAY AAF 4
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D R
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RAILROAD AVE
MAIN
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FLORA RD
41ST
D
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PENDLETON AVE
8TH
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SOLO
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BITAR AVE S
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D R
BORROW
SAND
GRAVEL
BORROW
NOT TO SCALE
BEACH RD
A M
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A
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TRANSMISSION LINE RD
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ILLSID
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C K S O
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LAKE AVE
JOINT BASE LEWIS-McCHORD
AREA MAP
S T R
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A V E
E GATE DR
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ELM RD
PROJECT
LOCATION
Drawings for the Battalion HQ (Type A prototype) are based on existing conditions present at Building 3281.
Contact the USACE PM or CO if any different conditions are discovered for buildings that are also Type A (3279, 3283).
See Readiness Module - BLDG 3280 for Civil design.
See Readiness Module - BLDG 3280 for ATFP design.
See BN/BSB - BLDG 3281 for Type A prototype drawings.
NOT FOR CONSTRUCTION
100% DESIGN
FOR IN
FORMATION ONLY
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SHEET LIST
SHEET NUMBER SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
HAZARDOUS MATERIALS DEMOLITION
HD001 HAZARDOUS MATERIALS NOTES
HD100 CRAWL SPACE PLAN
HD101 BASEMENT PLAN
HD102 FIRST FLOOR PLAN
HD103 SECOND FLOOR PLAN
HD104 THIRD FLOOR PLAN
STRUCTURAL DEMOLITION
SD121 DEMOLITION BASEMENT FOUNDATION PLAN - AREA 1
SD122 DEMOLITION BASEMENT FOUNDATION PLAN - AREA 2
SD123 DEMOLITION FIRST FLOOR PLAN - AREA 1
SD124 DEMOLITION FIRST FLOOR PLAN - AREA 2
SD125 DEMOLITION SECOND FLOOR PLAN
SD126 DEMOLITION THIRD FLOOR PLAN
ARCHITECTURAL DEMOLITION
A-001 GENERAL NOTES, ABBREVIATIONS
AD121 DEMOLITION BASEMENT FLOOR PLAN
AD122 DEMOLITION FIRST FLOOR PLAN - AREA 1
AD123 DEMOLITION FIRST FLOOR PLAN - AREA 2
AD124 DEMOLITION SECOND AND THIRD FLOOR PLAN
AD131 DEMOLITION BASEMENT FLOOR REFLECTED CEILING PLAN
AD132 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN - AREA 1
AD133 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN - AREA 2
AD134 DEMOLITION SECOND AND THIRD FLOOR REFLECTED CEILING PLAN
AD502 DEMOLITION REFERENCE PHOTOS
MECHANICAL DEMOLITION
MD120 MECHANICAL DEMOLITION PLAN - BASEMENT AND CRAWL SPACE - AREA 1
MD121 MECHANICAL DEMOLITION PLAN - BASEMENT AND CRAWL SPACE - AREA 2
MD122 MECHANICAL DEMOLITION PLAN - FIRST FLOOR - AREA 1
MD123 MECHANICAL DEMOLITION PLAN - FIRST FLOOR - AREA 2
MD124 MECHANICAL DEMOLITION PLAN - SECOND FLOOR
MD125 MECHANICAL DEMOLITION PLAN - THIRD FLOOR
ELECTRICAL DEMOLITION
E-001 ELECTRICAL LEGEND
E-002 ELECTRICAL NOTES
ED121 DEMOLITION BASEMENT ELECTRICAL PLAN
ED122 DEMOLITION ELECTRICAL FIRST FLOOR PLAN - AREA 1
ED123 DEMOLITION ELECTRICAL FIRST FLOOR PLAN - AREA 2
ED124 DEMOLITION ELECTRICAL SECOND & THIRD FLOOR PLAN - AREA 2
AS-BUILT DRAWINGS FOR CONSTRUCTION AND PREVIOUS RENOVATION WORK ARE
AVAILABLE FROM USACE OR JBLM DPW, SEE SPECIFICATION 00 01 15.
NOT FOR CONSTRUCTION
100% DESIGN
NOT FOR CONSTRUCTION
100% DESIGN
UPUP
F
EA B C
'-3
'-4
'-4
'-1 1"
'-3
'-3
2'
-4
18'-8" 17'-9" 17'-9"
2"
M A
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M A
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'-1
3' -2
6'
-4
9' -1
0" 6'
-5
'-6
TYPD03
S-525
CRAWL SPACE
MECH ROOM
(E) 6" SOG
D02
D02
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
DEMOLITION AND SHORING NOTES
1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES.
LOCATIONS OF EXISTING FOUNDATIONS AND UTILITIES KNOWN TO THE ENGINEER ARE
INDICATED ON THE DRAWINGS. REPORT ANY DISCREPANCIES OR ENCOUNTERED
OBSTRUCTIONS TO THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY.
2. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT EXISTING
CONSTRUCTION (VERTICALLY AND LATERALLY) AS REQUIRED AND IN A MANNER SUITABLE TO
THE WORK SEQUENCES COORDINATED WITH THE OTHER DISCIPLINES. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A PLAN TO MONITOR DAILY THE SHORING
SYSTEMS FOR MOVEMENT AND SUBMIT IT FOR REVIEW BY THE CONTRACTING OFFICER
REPRESENTATIVE.
3. EXISTING STRUCTURAL MEMBERS SHALL REMAIN UNLESS NOTED OTHERWISE ON THE PLANS.
SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO
REMAIN. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE.
4. OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY
SAWCUTTING OR CORING WHEREVER POSSIBLE AND AS SHOWN. WHEN SAWCUTTING,
CORNERS SHALL INITIALLY BE CORED TO PREVENT OVERCUTTING. SMALL ROUND OPENINGS
SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE.
5. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT NEW CONSTRUCTION
(VERTICALLY AND LATERALLY) UNTIL STRUCTURAL COMPONENTS HAVE BEEN CONNECTED AS
SHOWN ON THE STRUCTURAL DRAWINGS.
6. THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS AND CALCULATIONS STAMPED AND
SIGNED BY A REGISTERED STRUCTURAL ENGINEER. DRAWINGS SHALL SHOW SIZE, LAYOUT,
CONNECTIONS, MATERIAL DESIGNATION, METHOD OF INSTALLATION, AND ACCESSORIES OF
SHORING MEMBERS.
PLAN NORTH
SCALE: 1/8" = 1'-0"
BASEMENT FOUNDATION DEMO PLAN - AREA 1
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KEYNOTES - DEMOLITION
KEY NOTE
D02 DEMOLISH SOG TO INSTALL SHEAR WALL FTG
D03 DEMOLISH (E) MUD SLAB AND EXCAVATE AS REQ'D TO INSTALL COLUMN FTG,
COORDINATE WITH HAZMAT REMOVAL
NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
F G H L M N O Q R S
E
J
'-1
0"
2" 24'-10" 24'-0" 11'-10" 12'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10"
217'-8" M
A T
C H
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IN
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S E
E
/S D
M A
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H L
IN
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S E
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/S D
6' -3
'-1
3' -2
6'
-4
9' -1
0" 6'
-5
'-6
D02
D02
D01
D09
D01
CRAWL SPACE
(E) 4" SLAB-ON-GRADE
S-302
D02
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
35381
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2ND FLOOR
3RD FLOOR
ROOF
LOW ROOF
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SCALE:
8' 8'
1/8" = 1'-0"
16'16'
KEYNOTES - DEMOLITION
KEY NOTE
D01 NEW DOOR IN (E) CONC WALL, PER GENERAL STRUCTURAL DEMOLITION NOTES
D02 DEMOLISH SOG TO INSTALL SHEAR WALL FTG
D09 DEMOLISH (E) MUD SLAB TO INSTALL FOUNDATION CONNECTIONS PER 4/S-502,
COORDINATE WITH HAZMAT REMOVAL
PLAN NORTH
SCALE: 1/8" = 1'-0"
BASEMENT FOUNDATION DEMO PLAN - AREA 2
NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
UPUP
EA B C
'-3
'-4
'-4
'-1 1"
'-3
'-3
2'
-4
18'-8" 17'-9" 17'-9"
2"
54'-2"
M A
T C
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/S D
M A
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S E
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/S D
6' -3
'-1
3' -2
6'
-4
9' -1
0" 6'
-5
'-6
6'
-3
'-1
3'
-2
6' -4
9'
-1 0"
6' -5
'-6
6' -3
'-1
3' -2
6'
-4
9' -1
0" 6'
-5
'-6
D05
D05
D08
D05
D05
D05
D05
D07
D07
S-525
(E) PAN JOIST FLOOR
W/ 2 1/2" SLAB
(E) 4" FLAT PLATE SLAB
D11
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
DEMOLITION AND SHORING NOTES
1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES.
LOCATIONS OF EXISTING FOUNDATIONS AND UTILITIES KNOWN TO THE ENGINEER ARE
INDICATED ON THE DRAWINGS. REPORT ANY DISCREPANCIES OR ENCOUNTERED
OBSTRUCTIONS TO THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY.
2. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT EXISTING
CONSTRUCTION (VERTICALLY AND LATERALLY) AS REQUIRED AND IN A MANNER SUITABLE TO
THE WORK SEQUENCES COORDINATED WITH THE OTHER DISCIPLINES. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A PLAN TO MONITOR DAILY THE SHORING
SYSTEMS FOR MOVEMENT AND SUBMIT IT FOR REVIEW BY THE CONTRACTING OFFICER
REPRESENTATIVE.
3. EXISTING STRUCTURAL MEMBERS SHALL REMAIN UNLESS NOTED OTHERWISE ON THE PLANS.
SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO
REMAIN. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE.
4. OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY
SAWCUTTING OR CORING WHEREVER POSSIBLE AND AS SHOWN. WHEN SAWCUTTING,
CORNERS SHALL INITIALLY BE CORED TO PREVENT OVERCUTTING. SMALL ROUND OPENINGS
SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE.
5. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT NEW CONSTRUCTION
(VERTICALLY AND LATERALLY) UNTIL STRUCTURAL COMPONENTS HAVE BEEN CONNECTED AS
SHOWN ON THE STRUCTURAL DRAWINGS.
6. THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS AND CALCULATIONS STAMPED AND
SIGNED BY A REGISTERED STRUCTURAL ENGINEER. DRAWINGS SHALL SHOW SIZE, LAYOUT,
CONNECTIONS, MATERIAL DESIGNATION, METHOD OF INSTALLATION, AND ACCESSORIES OF
SHORING MEMBERS.
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1ST FLOOR
2ND FLOOR
3RD FLOOR
ROOF
LOW ROOF
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
US Army Corps of Engineers
SHEET ID
U S
A R
M Y
C O
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S O
F E
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E
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A W
N B
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W D
W F
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FINAL DESIGN 06/18/2020
R E
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A
N D
C O
N V
E R
T S
F A
B B
U
IL
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IN
G S
B N
/B S
B H
Q
B L D
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SCALE:
8' 8'
1/8" = 1'-0"
16'16'
KEYNOTES - DEMOLITION
KEY NOTE
D05 DEMOLISH (E) DOUBLE WYTHE CMU WALL
D07 DEMOLISH (E) CONC SLAB PER GENERAL STRUCTURAL DEMOLITION NOTES
D08 DEMOLISH (E) 8" CMU WALL
D11 DEMOLISH (E) 6" INFILL CMU WALL IN OPENING
PLAN NORTH
SCALE: 1/8" = 1'-0"
FIRST FLOOR DEMO PLAN - AREA 1
NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
E
J
2" 24'-10" 24'-0" 11'-10" 12'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10"
217'-8"
'-1
0"
M A
T C
H L
IN
E
S E
E
/S D
M A
T C
H L
IN
E
S E
E
/S D
6' -3
'-1
3' -2
6'
-4
9' -1
0" 6'
-5
'-6
D07
D07
D07
D07D07D07
(E) 4" FLAT PLATE SLAB(E) 3 1/2" SLAB &
7" WIDE BEAMS
(E) 4" FLAT PLATE SLAB (E) 4" FLAT PLATE SLAB
S-302
D01
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
35381
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E E R
S T R U
C T U
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IN
E E R
BASEMENT
1ST FLOOR
2ND FLOOR
3RD FLOOR
ROOF
LOW ROOF
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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F A
B B
U
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IN
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B N
/B S
B H
Q
B L D
G
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
KEYNOTES - DEMOLITION
KEY NOTE
D01 NEW DOOR IN (E) CONC WALL, PER GENERAL STRUCTURAL DEMOLITION NOTES
D07 DEMOLISH (E) CONC SLAB PER GENERAL STRUCTURAL DEMOLITION NOTES
PLAN NORTH
SCALE: 1/8" = 1'-0"
FIRST FLOOR DEMO PLAN - AREA 2
NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
E
J
2"
24'-10" 24'-0" 11'-10" 12'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10"
217'-8"
'-1
0"
M A
T C
H L
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E
S E
E 1/
Z -S
D
M A
T C
H L
IN
E
S E
E 1/
Z -S
D
'-1
3'
-2
6' -4
9'
-1 0"
6' -5
'-6 " D07
D07D07
D07D07D07
(E) PAN JOIST FLOOR
W/ 2 1/2" SLAB
S-302
D01
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
35381
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G
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E E R
BASEMENT
1ST FLOOR
2ND FLOOR
3RD FLOOR
ROOF
LOW ROOF
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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D R
A W
N B
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D E
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R D
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A S
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FINAL DESIGN 06/18/2020
R E
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N D
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F A
B B
U
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IN
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B N
/B S
B H
Q
B L D
G
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
KEYNOTES - DEMOLITION
KEY NOTE
D01 NEW DOOR IN (E) CONC WALL, PER GENERAL STRUCTURAL DEMOLITION NOTES
D07 DEMOLISH (E) CONC SLAB PER GENERAL STRUCTURAL DEMOLITION NOTES
PLAN NORTH
SCALE: 1/8" = 1'-0"
SECOND FLOOR DEMO PLAN
NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
E
J
'-1
0"
2"
24'-10" 24'-0" 11'-10" 12'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10"
217'-8"
'-1
3'
-2
6' -4
9'
-1 0"
6' -5
D07
D07D07D07
D07
D07
S01
(E) PAN JOIST FLOOR
W/ 2 1/2" SLAB
S-208
DEMO (E) MUD SLAB
DEMO PLAN LEGEND
DEMO SOG TO INSTALL WALL FTG
(E) CONCRETE WALL
CONCRETE SLAB
(E) CMU WALL 6" OR 8"
BEAM/JOIST BELOW SLAB
NEW OPENING IN (E) WALL
(E) DBL WYTHE CMU WALL
DEMO (E) CMU WALL
(E) CONC COLUMN BELOW SLAB
(E) CONC COLUMN & FTG
NEW OPENING IN (E) SLAB
35381
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L T E
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OF
WASHIN
G T O N
P R O F
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SSIONAL E
N G
IN
E E R
S T R U
C T U
RAL EN
G
IN
E E R
BASEMENT
1ST FLOOR
2ND FLOOR
3RD FLOOR
ROOF
LOW ROOF
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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D E
S
IG
N E
D B
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S U
B M
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B Y
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E
C H
E C
K E
D B
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A N
S I D
IS
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D A
T E
C O
N T
R A
C T
N O
S O
L
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N N
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1 3 5 7 9
G
E
C
A
D A
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M A
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F L
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L A
N
J O
IN
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B A
S E
L E
W
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-M c C
H O
R D
W
A S
H
IN
G T
O N
S E
A T
T L
E D
IS
T
R
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T S
E A
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/1
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W D
W D
W D
W F
T A
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FINAL DESIGN 06/18/2020
R E
P A
IR
A
N D
C O
N V
E R
T S
F A
B B
U
IL
D
IN
G S
B N
/B S
B H
Q
B L D
G
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
KEYNOTES - DEMOLITION
KEY NOTE
D07 DEMOLISH (E) CONC SLAB PER GENERAL STRUCTURAL DEMOLITION NOTES
S01 INFILL (E) DOOR OPENING PER ARCH DWGS
PLAN NORTH
SCALE: 1/8" = 1'-0"
THIRD FLOOR PLAN
NOTES:NOTES:
SCALE:
8' 8'
1/8" = 1'-0"
16'16'
1. COORDINATE LOCATION OF NEW OPENINGS WITH
ARCHITECTURAL / MECHANICAL / ELECTRICAL / TELECOMMUNICATION / FIRE PROTECTION
DRAWINGS.OPENING SHALL NOT ENCROACH ON THE WEB OF CONCRETE BEAMS/JOISTS.
2. OPENINGS THROUGH EXISTING WALLS AND SLABS SHALL BE ACCOMPLISHED PER
GENERAL STRUCTURAL DEMOLITION AND SHORING NOTES.
NOT FOR CONSTRUCTION
100% DESIGN
DRAWING ABBREVIATIONS
ANNOTATION CALLOUTS/
DRAWING SYMBOLS
GENERAL NOTES
A ---------------------
A LABELCLASS A DOOR
A/C AIR CONDITION
A/C UNITAIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNLACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABELCLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE MANUFACTURER'S
ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABELCLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED/CONTRACTOR
INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABELCLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXST EXISTING
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED CONTRACTOR
INSTALLED
GFGI GOVERNMENT INSTALLED FURNISHED
INSTALLED BY GOVERNMENT
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MEP MECHANICAL / ELECTRICAL / PLUMBING
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
REVISION
TAG
NORTH ARROW w/
TRUE NORTH
INDICATION
ROOM TAG
(NEW)
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
LEVEL NAME
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
Room name
PLAN NORTH
A101
SIM
A101
A101
SIM
A101
1 Ref
R e f
1Ref
R e f
1. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS
SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN
FULL.
2. DIMENSIONS ON DRAWINGS ARE TAKEN TO/FROM THE
LOCATIONS LISTED BELOW UNLESS OTHERWISE
INDICATED:
GRIDS
FACE OF STUD
FACE OF CONCRETE OR CMU
ROUGH OPENING FOR WINDOWS AND
DOORS IN WALLS
3. DIMENSIONS ON INTERIOR ELEVATIONS ARE TAKEN
TO/FROM:
FINISHED GYPSUM WALLBOARD
CABINETRY
CENTERLINES OF FIXTURES
4. PLAN VIEWS ARE CUT AT 4'-0" AFF
5. MECHANICAL AND ELECTRICAL INFORMATION SHOWN
ON THE ARCHITECTURAL DRAWINGS ARE PROVIDED
FOR CLARITY AND/OR LOCATIONAL PURPOSES ONLY.
SEE MECHANICAL AND ELECTRICAL DRAWINGS.
6. ALL DOORS IN STUD WALLS NOT LOCATED BY
DIMENSION ON PLANS OR DETAILS SHALL BE 4" FROM
FACE OF ADJACENT PERPENDICULAR WALL TO EDGE
OF DOOR OPENING.
7. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS
ARE FOR CONSTRUCTION PURPOSES ONLY.
8. CONFIRM ALL DIMENSIONS WITH EXISTING CONDITIONS
IN THE FIELD. NOTIFY THE ARCHITECT IN WRITING OF
DISCREPENCIES BETWEEN THE CONTRACT DRAWINGS
AND EXISTING CONDITIONS.
ELEVATION
MNBA
ROOM TAG
(EXISTING)
X1 WALL TYPE
W1 WINDOW TYPE
PTDWR
FINISH, FIXTURE,
OR EQUIPMENT
TYPE
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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D R
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D A
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N O
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F
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BLDG 3279
6/15/2020 10:47:06 AM
A-001
W J A
J B
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D M
M
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W D
W D
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W F
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FINAL DESIGN 06/18/2020
G E
N E
R A
L N
O T
E S
A
B B
R E
V
IA
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N S
J O
IN
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B A
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W
A S
H
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O N
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P A
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A
N D
C O
N V
E R
T S
F A
B B
U
IL
D
IN
G S
NOT FOR CONSTRUCTION
100% DESIGN
F G H L
EA B C
J
4' - 0"
D26 D26 D26 D26 D26 D26 D26 D26 D26 D26
D22D22D22D22D22D22D22D22
3' - 4"
MECH
STOR
STOR
ARMS HALLSTOR INST
18' - 8" 17' - 9" 17' - 9"
54' - 2"
72' - 10"
24' - 10" 24' - 0" 11' - 10" 12' - 2"
D07
STORARMS D26D26D26D26
D22 D22 D22D22
• 24"W x 12"H
• EXISTING 16"
CONC. STEM WALL
• SEE A-201 FOR
ELEVATION
D21
START NEW WALL
OPENING AT FACE OF
EXISTING COLUMN
D21
• 42"W x 16"H
• EXISTING 8"
CONC. WALL
• B.O. OPENING
@ 7'-9" A.F.F.OF
BASEMENT
D02
UP
UP
D17
(CRAWL SPACE)
SEE A5/AD121
D10
DEMOLISH DOOR AND FRAME
EXISTING DOOR PANEL AND FRAME TO REMAIN
DEMOLISH EQUIPMENT OR CASEWORK
(SEE NOTES)
DEMO PLAN LEGEND
DEMOLISH EXISTING WALL
EXISTING WALL TO REMAIN
NEW OPENING FOR 1- HOUR FIRE RATED
MECHANICAL SHAFT
GWB OVER
MTLS STUD
CMU
(4", 6", OR 8")
EXISTING DOOR FRAME TO REMAIN. DEMOLISH
DOOR PANEL
DEMOLISH EXTERIOR MTL STUD WALL
ASSEMBLY AND WINDOW
D07
REMOVE EXISTING DOOR AND
PREPARE OPENING FOR CMU
INFILL.
REMOVE EXISTING VAULT DOOR AND
FRAME. EXTEND EXISTING OPEING IN
EITHER DIRECTION TO 4'-0"W
DEMOLITION NOTES
1. PATCH AND REPAIR ALL PAINTED EXISTING TO REMAIN WALLS . CLEAN AND
PREPARE FOR NEW FINISHES.
2. REMOVE RUBBER BASE AND TACK STRIPS ON ALL EXISTING TO REMAIN
WALLS AT 200-300 BDRM LOCATIONS. PREPARE EXISTING TO REMAIN WALLS
FOR NEW FINISH.
3. PATCH AND REPAIR ANY FLOOR OPENINGS OR UNDERSIDE OF ABOVE
STRUCTURAL SLAB WITH LIKE MATERIAL. PREPARE FOR NEW WORK.
4. UNLESS NOTED OTHERWISE, FLOORING ON 1ST, 2ND, AND 3RD FLOORS IS
COMPOSITION TILE. FLOORING ON BASEMENT LEVELS IS EXISTING EXPOSED
CONCRETE SLAB-ON-GRADE. DEMOLISH EXISTING COMPOSITION TILE
THROUGHOUT. REFERENCE HD- SHEETS FOR HAZARDOUS MATERIAL
LOCATIONS. ABATE AND DEMOLISH ALL FLOORING. PREPARE FOR NEW
FLOOR FINISH.
5. IN LOCATIONS WHERE FLOOR FINISHES ARE TO BE DEMOLISHED, DEMOLISH
COMPLETE DOWN TO EXISTING STRUCTURAL SLAB.
6. LOCATIONS WHERE EXISTING DOORS ARE SHOWN TO BE DEMOLISHED,
DEMOLISH DOOR. DEMOLISH DOOR FRAME U.N.O. BY KEY NOTE D07.
7. SEE MECHANICAL AND ELECTICAL DEMOLITON PLANS FOR MEP EQUIPMENT
AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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C H
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K E
D B
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D A
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IT
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N N
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2 3 4 5 6 7 8 9 10
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M A
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BLDG 3279
6/15/2020 10:47:08 AM
AD121
M M
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W D
W D
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D E
M O
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IO
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B A
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N T
F L
O O
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F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"A1
BASEMENT FLOOR DEMO PLAN
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
1" = 1'-0"A5
DEMO PHOTO
KEY NOTES - DEMO
Key Value Keynote Text
D02 DEMOLISH EXISTING VAULT DOOR COMPLETE. INCREASE OPENING
WIDTH 4'-0" X 7'-2 " AS REQUIRED TO ACCEPT NEW VAULT DOOR
REFERENCE DOOR SCHEDULE AS REQUIRED TO ACCEPT NEW VAULT
DOOR.
D07 REMOVE DOOR PANEL ONLY. EXISTING HOLLOW METAL FRAME TO
REMAIN.
D10 SAW CUT AND REMOVE PORTION OF EXISTING WALL AND PREPARE
FOR NEW DOOR OPENING 3'-2" X 7'-2" REFERENCE DOOR SCHEDULE.
D17 DEMOLISH RUBBER FLOOR TREADS.
D21 NEW HVAC DUCT PENETRATION AT EXISTING CONCRETE WALL.
D22 DEMOLISH EXISING GRATE COMPLETE .
D26 DEMOLISH WINDOW AND WINDOW FRAMES COMPLETE. CLEAN AND
PREPARE OPENING FOR 6" CMU INFILL.
NOT FOR CONSTRUCTION
100% DESIGN
EA B C
D27D27
D08
D08
D15D15
D13D13
D15D15
D20D20
D32
D32
D32
D32 D32
D33
D33
D33
D07
D07
M A
T C
H L
IN
E
S E
E C
/A
D
D04
D32
DFAC
WNBAMNBA
STOR
HALL
KITC
STOR
HALL
D23
D09D09
D33
D09D09
SSTO
D04
D23
D09D09
DN
DN
DEMOLISH DOOR AND FRAME
EXISTING DOOR PANEL AND FRAME TO REMAIN
DEMOLISH EQUIPMENT OR CASEWORK
(SEE NOTES)
DEMO PLAN LEGEND
DEMOLISH EXISTING WALL
EXISTING WALL TO REMAIN
NEW OPENING FOR 1- HOUR FIRE RATED
MECHANICAL SHAFT
GWB OVER
MTLS STUD
CMU
(4", 6", OR 8")
EXISTING DOOR FRAME TO REMAIN. DEMOLISH
DOOR PANEL
DEMOLISH EXTERIOR MTL STUD WALL
ASSEMBLY AND WINDOW
D07
DEMOLITION NOTES
1. PATCH AND REPAIR ALL PAINTED EXISTING TO REMAIN WALLS . CLEAN AND
PREPARE FOR NEW FINISHES.
2. REMOVE RUBBER BASE AND TACK STRIPS ON ALL EXISTING TO REMAIN
WALLS AT 200-300 BDRM LOCATIONS. PREPARE EXISTING TO REMAIN WALLS
FOR NEW FINISH.
3. PATCH AND REPAIR ANY FLOOR OPENINGS OR UNDERSIDE OF ABOVE
STRUCTURAL SLAB WITH LIKE MATERIAL. PREPARE FOR NEW WORK.
4. UNLESS NOTED OTHERWISE, FLOORING ON 1ST, 2ND, AND 3RD FLOORS IS
COMPOSITION TILE. FLOORING ON BASEMENT LEVELS IS EXISTING EXPOSED
CONCRETE SLAB-ON-GRADE. DEMOLISH EXISTING COMPOSITION TILE
THROUGHOUT. REFERENCE HD- SHEETS FOR HAZARDOUS MATERIAL
LOCATIONS. ABATE AND DEMOLISH ALL FLOORING. PREPARE FOR NEW
FLOOR FINISH.
5. IN LOCATIONS WHERE FLOOR FINISHES ARE TO BE DEMOLISHED, DEMOLISH
COMPLETE DOWN TO EXISTING STRUCTURAL SLAB.
6. LOCATIONS WHERE EXISTING DOORS ARE SHOWN TO BE DEMOLISHED,
DEMOLISH DOOR. DEMOLISH DOOR FRAME U.N.O. BY KEY NOTE D07.
7. SEE MECHANICAL AND ELECTICAL DEMOLITON PLANS FOR MEP EQUIPMENT
AND FIXTURE DEMO.
SEE PLUMBING
DRAWINGS FOR
FIXTURE DEMOLITION
SEE PLANS FOR
WALL AND CEILING
DEMO. DEMOLISH
ANY REMAINING
WALL AND FLOOR
FINISHES.
DEMOLISH
RESTROOM
PARTITIONS, TYP.
DEMOLISH
FIXTURES PER
ELECTRICAL DEMO
DRAWINGS
SEE PLANS FOR
WALL AND CEILING
DEMO. DEMOLISH
ANY REMAINING
WALL AND FLOOR
FINISHES.
CASEWORK, TYP.
WALK-IN COOLER, SEE
DEMOLITION KEY NOTE D23
DEMOLISH QUARRY TILE, SEE
DEMOLITION KEY NOTE D20
DEMO WALL TILE AT ALL REMAINING WALLS
DEMO KITCHEN EQUIPMENT, TYP.
DEMO FIXTURES PER ELEC DEMO DRAWINGS
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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D E
S
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B M
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K E
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D A
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BLDG 3279
6/15/2020 10:47:11 AM
AD122
M M
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W D
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D E
M O
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1/8" = 1'-0"A1
FIRST FLOOR DEMO PLAN - HQ - AREA 1
KEY NOTES - DEMO
Key Value Keynote Text
D04 VERIFY AND COORDINATE NEW FLOOR OPENINGS WITH
MECHANICAL AND ELECTRICAL FOR ALL NEW RATED
SHAFTS.
D07 REMOVE DOOR PANEL ONLY. EXISTING HOLLOW METAL
FRAME TO REMAIN.
D08 DEMOLISH FLOOR TILES AND MORTAR BED DOWN TO
EXISTING STRUCTURAL SLAB. CLEAN AND PREPARE FOR
NEW TILE ASSEMBLY.
D09 REMOVE EXISTING TILE AND MORTAR DOWN TO EXISTNG
STRUCTURAL WALL. CLEAN AND PREPARE FOR NEW FINISH.
D13 DEMOLISH FLOOR EPOXY AND SPECKLE DOWN TO EXISTING
CONCRETE SLAB, PREPARE CONCRETE SLAB FOR NEW
WORK.
D15 DEMOLISH VCT DOWN TO EXISTING CONCRETE SLAB. CLEAN
AND PREPARE FOR NEW WORK.
D20 DEMOLISH QUARRY TILE AND MORTAR BED. SEE
STRUCTURAL
D23 DEMOLISH EXISTING KITCHEN EQUIPMENT, CLEAN AND
PREPARE FOR NEW WORK.
D27 DEMOLISH KITCHEN EQUIPMENT COMPLETE, PATCH AND
REPAIR ANY HOLES IN EXISITNG TO REMAIN FLOOR SLAB.
D32 DEMOLISH EXTERIOR METAL STUD WALL AND PUNCHED
WINDOWS. CLEAN AND REPAIR OPENING FOR NEW
EXTERIOR WINDOWS.
D33 DEMOLISH EXISTING EXTERIOR CMU INFILL WALLS.
DEMOLISH WINDOW AND SILL IF APPLICABLE.
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
1" = 1'-0"C5
DEMO PHOTO
1" = 1'-0"A5
DEMO PHOTO
1" = 1'-0"C6
DEMO PHOTO
NOT FOR CONSTRUCTION
100% DESIGN
E
J
D01
D01
D32 D32 D32 D32 D32 D32 D32 D32 D32
D32D32D32D32D32D32D32D32D32
D04
D04
D04
D04
D07 D07
D07
D07 D07
D07
D07
D07 D07
D07
D07
D07
M A
T C
H L
IN
E
S E
E A
/A
D
217' - 8"
24' - 10" 24' - 0" 11' - 10" 12' - 2" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 10"
LNGE INST
STOR
FOYR
ADMN ADMN ADMN ADMN
BATH
STOR ADMN
MECH
MECH
INST
FOYR
ADMN ADMN
BATH BATH
ADMNADMN
BATH BATH
WNBAMNBA
JANC
TCOMADMNADMNRECPADMNADMNADMNHALL
DFAC
ADMN
SEE A1/AD502 SEE A1/AD502
SEE A1/AD502SEE A1/AD502
SEE A1/AD502
D32
UP UP
DNDN
DN DN
DN
D17D17
D04
D04
D32
D01
BELOW
FLOOR
BELOW
FLOOR
D34
D34
DEMOLISH DOOR AND FRAME
EXISTING DOOR PANEL AND FRAME TO REMAIN
DEMOLISH EQUIPMENT OR CASEWORK
(SEE NOTES)
DEMO PLAN LEGEND
DEMOLISH EXISTING WALL
EXISTING WALL TO REMAIN
NEW OPENING FOR 1- HOUR FIRE RATED
MECHANICAL SHAFT
GWB OVER
MTLS STUD
CMU
(4", 6", OR 8")
EXISTING DOOR FRAME TO REMAIN. DEMOLISH
DOOR PANEL
DEMOLISH EXTERIOR MTL STUD WALL
ASSEMBLY AND WINDOW
D07
DEMOLITION NOTES
1. PATCH AND REPAIR ALL PAINTED EXISTING TO REMAIN WALLS . CLEAN AND
PREPARE FOR NEW FINISHES.
2. REMOVE RUBBER BASE AND TACK STRIPS ON ALL EXISTING TO REMAIN
WALLS AT 200-300 BDRM LOCATIONS. PREPARE EXISTING TO REMAIN WALLS
FOR NEW FINISH.
3. PATCH AND REPAIR ANY FLOOR OPENINGS OR UNDERSIDE OF ABOVE
STRUCTURAL SLAB WITH LIKE MATERIAL. PREPARE FOR NEW WORK.
4. UNLESS NOTED OTHERWISE, FLOORING ON 1ST, 2ND, AND 3RD FLOORS IS
COMPOSITION TILE. FLOORING ON BASEMENT LEVELS IS EXISTING EXPOSED
CONCRETE SLAB-ON-GRADE. DEMOLISH EXISTING COMPOSITION TILE
THROUGHOUT. REFERENCE HD- SHEETS FOR HAZARDOUS MATERIAL
LOCATIONS. ABATE AND DEMOLISH ALL FLOORING. PREPARE FOR NEW
FLOOR FINISH.
5. IN LOCATIONS WHERE FLOOR FINISHES ARE TO BE DEMOLISHED, DEMOLISH
COMPLETE DOWN TO EXISTING STRUCTURAL SLAB.
6. LOCATIONS WHERE EXISTING DOORS ARE SHOWN TO BE DEMOLISHED,
DEMOLISH DOOR. DEMOLISH DOOR FRAME U.N.O. BY KEY NOTE D07.
7. SEE MECHANICAL AND ELECTICAL DEMOLITON PLANS FOR MEP EQUIPMENT
AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
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E
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BLDG 3279
6/15/2020 10:47:14 AM
AD123
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FINAL DESIGN 06/18/2020
D E
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A S
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P A
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A
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N V
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F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"C2
FIRST FLOOR DEMO PLAN - HQ - AREA 2
KEY NOTES - DEMO
Key Value Keynote Text
D01 NEW OPENING IN CONCRETE SHEAR
WALL PER STRUCTURAL DRAWINGS.
D04 VERIFY AND COORDINATE NEW FLOOR
OPENINGS WITH MECHANICAL AND
ELECTRICAL FOR ALL NEW RATED
SHAFTS.
D07 REMOVE DOOR PANEL ONLY. EXISTING
HOLLOW METAL FRAME TO REMAIN.
D17 DEMOLISH RUBBER FLOOR TREADS.
D32 DEMOLISH EXTERIOR METAL STUD WALL
AND PUNCHED WINDOWS. CLEAN AND
REPAIR OPENING FOR NEW EXTERIOR
WINDOWS.
D34 DEMOLISH EXISTING CRAWL SPACE
ACCESS PANEL IN STEM WALL AND
PREPARE OPENING FOR NEW ACCESS
DOOR OR DUCTWORK.
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
NOT FOR CONSTRUCTION
100% DESIGN
J
D08D08 D08
D11D11
D18
D32 D32 D32 D32 D32 D32 D32 D32 D32 D32
D32D32D32D32D32D32D32
D04
D04
D04
D04
D07
D07 D07
217' - 8"
24' - 10" 24' - 0" 11' - 10" 12' - 2" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 10"
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
MNBAJANC SHWR LDRY 219
BDRM
BDRM
BDRM
MNBAJANC 229
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM INST
BDRM
BDRM
BDRM
BDRMUPPB UPPB
BDRMTCOM
TCOM
INST
BDRM
BDRM
BDRM
BDRM
SHWR
SEE A1/AD502 SEE A1/AD502
SEE A4/AD502 SEE A4/AD502
UP UPDN DN
D09D09D09D09
D10
DEMOLISH DOOR AND FRAME
EXISTING DOOR PANEL AND FRAME TO REMAIN
DEMOLISH EQUIPMENT OR CASEWORK
(SEE NOTES)
DEMO PLAN LEGEND
DEMOLISH EXISTING WALL
EXISTING WALL TO REMAIN
NEW OPENING FOR 1- HOUR FIRE RATED
MECHANICAL SHAFT
GWB OVER
MTLS STUD
CMU
(4", 6", OR 8")
EXISTING DOOR FRAME TO REMAIN. DEMOLISH
DOOR PANEL
DEMOLISH EXTERIOR MTL STUD WALL
ASSEMBLY AND WINDOW
D07
DEMOLITION NOTES
1. PATCH AND REPAIR ALL PAINTED EXISTING TO REMAIN WALLS . CLEAN AND
PREPARE FOR NEW FINISHES.
2. REMOVE RUBBER BASE AND TACK STRIPS ON ALL EXISTING TO REMAIN
WALLS AT 200-300 BDRM LOCATIONS. PREPARE EXISTING TO REMAIN WALLS
FOR NEW FINISH.
3. PATCH AND REPAIR ANY FLOOR OPENINGS OR UNDERSIDE OF ABOVE
STRUCTURAL SLAB WITH LIKE MATERIAL. PREPARE FOR NEW WORK.
4. UNLESS NOTED OTHERWISE, FLOORING ON 1ST, 2ND, AND 3RD FLOORS IS
COMPOSITION TILE. FLOORING ON BASEMENT LEVELS IS EXISTING EXPOSED
CONCRETE SLAB-ON-GRADE. DEMOLISH EXISTING COMPOSITION TILE
THROUGHOUT. REFERENCE HD- SHEETS FOR HAZARDOUS MATERIAL
LOCATIONS. ABATE AND DEMOLISH ALL FLOORING. PREPARE FOR NEW
FLOOR FINISH.
5. IN LOCATIONS WHERE FLOOR FINISHES ARE TO BE DEMOLISHED, DEMOLISH
COMPLETE DOWN TO EXISTING STRUCTURAL SLAB.
6. LOCATIONS WHERE EXISTING DOORS ARE SHOWN TO BE DEMOLISHED,
DEMOLISH DOOR. DEMOLISH DOOR FRAME U.N.O. BY KEY NOTE D07.
7. SEE MECHANICAL AND ELECTICAL DEMOLITON PLANS FOR MEP EQUIPMENT
AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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BLDG 3279
6/15/2020 10:47:17 AM
AD124
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FINAL DESIGN 06/18/2020
D E
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F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"C1
SECOND FLOOR (THIRD FLOOR SIMILAR)
KEY NOTES - DEMO
Key Value Keynote Text
D04 VERIFY AND COORDINATE NEW FLOOR OPENINGS
WITH MECHANICAL AND ELECTRICAL FOR ALL NEW
RATED SHAFTS.
D07 REMOVE DOOR PANEL ONLY. EXISTING HOLLOW
METAL FRAME TO REMAIN.
D08 DEMOLISH FLOOR TILES AND MORTAR BED DOWN TO
EXISTING STRUCTURAL SLAB. CLEAN AND PREPARE
FOR NEW TILE ASSEMBLY.
D09 REMOVE EXISTING TILE AND MORTAR DOWN TO
EXISTNG STRUCTURAL WALL. CLEAN AND PREPARE
FOR NEW FINISH.
D10 SAW CUT AND REMOVE PORTION OF EXISTING WALL
AND PREPARE FOR NEW DOOR OPENING 3'-2" X 7'-2"
REFERENCE DOOR SCHEDULE.
D11 DEMOLISH TILE FROM EXISTING FLOOR CURB, CLEAN
AND PREPARE FOR NEW FINISH.
D18 DEMOLISH TACT STRIP AND ANY OTHER MISC. WALL
HUNG ITEMS ON EXISTING WALLS TO REMAIN, DOWN
TO STRUCTURE COMPLETE, PATCH AND PREPARE FOR
NEW FINISH.
D32 DEMOLISH EXTERIOR METAL STUD WALL AND
PUNCHED WINDOWS. CLEAN AND REPAIR OPENING
FOR NEW EXTERIOR WINDOWS.
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
NOT FOR CONSTRUCTION
100% DESIGN
F G H L
EA B C
J
18' - 8" 17' - 9" 17' - 9"
54' - 2"
72' - 10"
24' - 10" 24' - 0" 11' - 10" 12' - 2"
MECH
STOR
STOR
STORARMS
ARMS HALL
STOR
INST
SEE NOTES
ON AD121
D21
D21D04
D04
D04
D04
DEMOLISH GYPSUM BOARD CEILING
DEMOLISH CEILING TILE AND GRID
EXISTING CEILING TILE AND GRID TO REMAIN
DEMOLISH CEILING GRID FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH RECESSED OR SURFACE-MOUNTED FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH MISCELLANEOUS EQUIPMENT
(SEE KEY NOTES)
DEMO RCP LEGEND
CRAWL SPACE
DEMOLITION NOTES
1. CLEAN UNDERSIDE OF STRUCTURE, REMOVE ANY
REMAINING FASTENERS, AND PREPARE FOR NEW
FINISHES.
2. SEE MECHANICAL AND ELECTICAL DEMOLITION
PLANS FOR MEP EQUIPMENT AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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BLDG 3279
6/15/2020 10:47:19 AM
AD131
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FINAL DESIGN 06/18/2020
D E
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M E
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F L
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N
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B A
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W
IS
-M c C
H O
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W
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A
N D
C O
N V
E R
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F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"A1
BASEMENT DEMO RCP
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
NOT FOR CONSTRUCTION
100% DESIGN
EA B C
D05
D24D24
D05
D28
D28
D05
D05
M A
T C
H L
IN
E
S E
E C
/A
D
18' - 8" 17' - 9" 17' - 9"
54' - 2"
D06
WNBAMNBA
STOR
HALL
KITC
STOR
HALL
SSTO
DFAC
DEMOLISH GYPSUM BOARD CEILING
DEMOLISH CEILING TILE AND GRID
EXISTING CEILING TILE AND GRID TO REMAIN
DEMOLISH CEILING GRID FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH RECESSED OR SURFACE-MOUNTED FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH MISCELLANEOUS EQUIPMENT
(SEE KEY NOTES)
DEMO RCP LEGEND
CRAWL SPACE
DEMOLITION NOTES
1. CLEAN UNDERSIDE OF STRUCTURE, REMOVE ANY REMAINING
FASTENERS, AND PREPARE FOR NEW FINISHES.
2. SEE MECHANICAL AND ELECTICAL DEMOLITON PLANS FOR MEP
EQUIPMENT AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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D E
S
IG
N E
D B
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S U
B M
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C H
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BLDG 3279
6/15/2020 10:47:21 AM
AD132
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FINAL DESIGN 06/18/2020
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N V
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F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"A1
FIRST FLOOR DEMO RCP - AREA 1
KEY NOTES - DEMO
Key Value Keynote Text
D05 DEMOLISH ACT CEILING AND GRID COMPLETE.
D06 REMOVE ALL CEILING MOUNTED KITCHEN EQUIPMENT.
PATCH AND REPAIR SEE STRUCTURAL.
D24 DEMOLISH EXISTING GYP BOARD CEILING AND STUDS
COMPLETE.
D28 DEMOLISH DROP DOWN PARTITION COMPLETE TO
UNDERSIDE OF STURCTURAL SLAB.
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
NOT FOR CONSTRUCTION
100% DESIGN
E
J
D05 D05 D05 D05
D05
D05 D05D05 D05D05
D05
D05
D05
D05
D05
D24 D24
D24 D24
D04
D04
M A
T C
H L
IN
E
S E
E C
/A
D
217' - 8"
24' - 10" 24' - 0" 11' - 10" 12' - 2" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 10"
D05
D05 D05
D05
LNGE INST
STOR
FOYR
ADMN ADMN ADMN ADMN
BATH
STOR ADMN
MECH
MECH
INST
FOYR
ADMN ADMN
BATH BATH
ADMNADMN
BATH BATH
WNBAMNBA
JANC
TCOMADMNADMNRECPADMNADMNADMNHALL
DFAC
ADMN
D04 D04 D04
D04
DEMOLISH GYPSUM BOARD CEILING
DEMOLISH CEILING TILE AND GRID
EXISTING CEILING TILE AND GRID TO REMAIN
DEMOLISH CEILING GRID FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH RECESSED OR SURFACE-MOUNTED FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH MISCELLANEOUS EQUIPMENT
(SEE KEY NOTES)
DEMO RCP LEGEND
CRAWL SPACE
DEMOLITION NOTES
1. CLEAN UNDERSIDE OF STRUCTURE, REMOVE ANY
REMAINING FASTENERS, AND PREPARE FOR NEW
FINISHES.
2. SEE MECHANICAL AND ELECTICAL DEMOLITION
PLANS FOR MEP EQUIPMENT AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
W S P U
S A I n c.
S u it e
F e d e ra l W a y W
A
-2
T E L
(2
-2
F A X
(2
-2 th A v e n u e S o u th
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
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D B
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S U
B M
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BLDG 3279
6/15/2020 10:47:25 AM
AD133
M M
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J B
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D
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W D
W D
W D
W F
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FINAL DESIGN 06/18/2020
D E
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F
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F L
O O
R R
E F
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IN
G P
L A
N
A R
E A
J O
IN
T
B A
S E
L E
W
IS
-M c C
H O
R D
W
A S
H
IN
G T
O N
R E
P A
IR
A
N D
C O
N V
E R
T S
F A
B B
U
IL
D
IN
G S
1/8" = 1'-0"C1
FIRST FLOOR DEMO RCP - AREA 2
KEY NOTES - DEMO
Key Value Keynote Text
D04 VERIFY AND COORDINATE NEW
FLOOR OPENINGS WITH
MECHANICAL AND ELECTRICAL FOR
ALL NEW RATED SHAFTS.
D05 DEMOLISH ACT CEILING AND GRID
COMPLETE.
D24 DEMOLISH EXISTING GYP BOARD
CEILING AND STUDS COMPLETE.
PLAN NORTH
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
NOT FOR CONSTRUCTION
100% DESIGN
J
D05
D24 D04
D04
D04
D04
D04 D04
D05
D05 D05
D05
D05
D05
217' - 8"
24' - 10" 24' - 0" 11' - 10" 12' - 2" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 10"
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
MNBAJANC SHWR LDRY 219
BDRM
BDRM
BDRM
MNBAJANC SHWR 229
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM
BDRM INST
BDRM
BDRM
BDRM
BDRMUPPB UPPB
BDRMTCOM
TCOM
INST
BDRM
BDRM
BDRM
BDRM
DEMOLISH GYPSUM BOARD CEILING
DEMOLISH CEILING TILE AND GRID
EXISTING CEILING TILE AND GRID TO REMAIN
DEMOLISH CEILING GRID FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH RECESSED OR SURFACE-MOUNTED FIXTURE
SEE ELECTRICAL DEMOLITION DRAWINGS
DEMOLISH MISCELLANEOUS EQUIPMENT
(SEE KEY NOTES)
DEMO RCP LEGEND
CRAWL SPACE
DEMOLITION NOTES
1. CLEAN UNDERSIDE OF STRUCTURE, REMOVE ANY
REMAINING FASTENERS, AND PREPARE FOR NEW
FINISHES.
2. SEE MECHANICAL AND ELECTICAL DEMOLITION
PLANS FOR MEP EQUIPMENT AND FIXTURE DEMO.
STATE OF WASHINGTON
GREGORY J. NESPOR
ARCHITECT
REGISTERED6431
design collaborative
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BLDG 3279
6/15/2020 10:47:27 AM
AD134
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FINAL DESIGN 06/18/2020
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1/8" = 1'-0"C1
SECOND FLOOR DEMO RCP (THIRD FLOOR SIMILAR)
3RD FLOOR
2ND FLOOR
1ST FLOOR
BASEMENT
8'4' 16'0
SCALE: 1/8"=1'-0"
PLAN NORTH
KEY NOTES - DEMO
Key Value Keynote Text
D04 VERIFY AND COORDINATE NEW
FLOOR OPENINGS WITH
MECHANICAL AND ELECTRICAL FOR
ALL NEW RATED SHAFTS.
D05 DEMOLISH ACT CEILING AND GRID
COMPLETE.
D24 DEMOLISH EXISTING GYP BOARD
CEILING AND STUDS COMPLETE.
NOT FOR CONSTRUCTION
100% DESIGN
DEMOLISH PANELING WALL/ GATE DOOR
COMPLETE PATCH AND REPAIR EXISTING
TO REMAIN CONCRETE SLABS AS
NEEDED.
SEE MECHANICAL DRAWINGS FOR EQUIPMENT
DEMO. PATCH AND PREPARE FOR INFILL WHERE
EXTERIOR OPENINGS OCCUR
REMOVE METAL GRATE AT ARMS
VAULT AND BASEMENT STORAGE.
DEMOLISH WINDOW COMPLETE AND
PREP…
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