W912DS25RA0007-BARTLETT 100pct RTA SUBMISSION DRAWINGS VOLUME 2.pdf
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- Attached to
- Bartlett Hall - USMA
- Solicitation number
- W912DS25RA007
About this file
This document is a set of architectural and engineering drawings for the Bartlett Hall 4th Floor Conversion, Courtyard Wall and Roof Repair Project at the United States Military Academy at West Point. The project involves comprehensive renovation work, including:
Specific scope includes removal and replacement of glazed brick veneer, window sealants, and limestone elements; roof repairs; and detailed restoration of the building's south facade. The drawings provide technical specifications for wall sections, window replacements, pilaster repairs, and structural modifications across multiple building floors. The project is being managed by the US Army Corps of Engineers, with design work completed by QPK Design, an architecture and engineering firm located in Syracuse, NY. The solicitation number is W912DS25RA0007, with a contract number of W912DS19D0009, and an issue date of 20 May 2025.
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PROJECT LOCATION
PROJECT LOCATION
US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE.:
VOLUME:
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UNITED STATES MILITARY ACADEMY AT WEST POINT
BARTLETT HALL 4TH FLOOR CONVERSION,
COURTYARD WALL AND ROOF REPAIR PROJECT
W912DS25RA0007
W912DS19D0009
20 MAY 2025
DESIGN PROJECT NUMBER: 223057
QPK DESIGN
ARCHITECTS / ENGINEERS
450 SOUTH SALINA STREET
SYRACUSE, NY 13201
315-472-7806
PLAN NORTH
AERIAL IMAGE
NTS
PLAN NORTH
VICINITY MAP
NTS
- COURTYARD SOUTH FACADE REPAIR
US Army Corps of Engineers ®
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VOLUME 1 DRAWING LIST
GENERAL
G-001.1 COVER SHEET
G-002.1 SHEET INDEX, BID OPTIONS, STAGING, AND SITE LOGISTICS PLAN
ARCHITECTURE
A-001 ABBREVIATIONS, CODE SUMMARY, GENERAL SYMBOLS AND NOTES
AD-100 OVERALL ROOF PLAN - REMOVALS
AD-101 PARTIAL ROOF PLAN - PART A - REMOVALS
AD-102 PARTIAL ROOF PLAN - PART B - REMOVALS
AD-401 ENLARGED ROOF REMOVALS PLANS, ELEVATIONS, AND DETAILS
AD-402 REMOVALS DETAILS
A-100 OVERALL ROOF PLAN
A-101 PARTIAL ROOF PLAN - PART A
A-102 PARTIAL ROOF PLAN - PART B
A-201 ELEVATIONS
A-202 ELEVATIONS
A-203 ELEVATIONS
A-204 PARTIAL BUILDING SECTIONS
A-401 ENLARGED PLANS, ELEVATIONS, AND SECTIONS - AREA G-1 (BID OPTION #002)
A-501 SECTION & PLAN DETAILS
A-502 ROOF DETAILS
A-503 ROOF DETAILS
A-504 ROOF DETAILS
A-505 ROOF DETAILS
ELECTRICAL
E-460 ROOF LIGHTNING PROTECTION PLAN
E-700 ELECTRICAL DETAILS SHEET 1
VOLUME 2 DRAWING LIST
GENERAL
G-001.2 COVER SHEET
G-002.2 SHEET INDEX & BID OPTIONS
G-003.1 COURTYARD PLAN
ARCHITECTURE
AD-200 REMOVALS ELEVATIONS
AD-501 REMOVALS DETAILS
A-205 ELEVATIONS
A-301 WALL SECTIONS & DETAILS
A-302 SECTION DETAILS
VOLUME 3 DRAWING LIST
GENERAL
G-001.3 COVER SHEET
G-002.3 SHEET INDEX
G-101 LIFE SAFETY CODE SUMMARY
G-110 LIFE SAFETY PLAN
G-111 FOURTH FLOOR MEZZANINE AND FIFTH FLOOR LIFE SAFETY PLAN
STRUCTURAL
S-001 GENERAL NOTES
S-101 PARTIAL EXISTING FLOOR FRAMING PLANS, SECTIONS AND DETAILS
S-102 PARTIAL EXISTING PENTHOUSE FLOOR & HIGH PENTHOUSE FRAMING PLANS,
SECTIONS AND DETAILS
S301 SECTIONS AND DETAILS
ARCHITECTURE
A-001 GENERAL NOTES, ABBREVIATIONS
A-002 PARTITION TYPES
AD-110 FOURTH FLOOR REMOVALS PLAN
AD-111 FOURTH FLOOR MEZZANINE REMOVALS PLAN
AD-112 THIRD FLOOR REFLECTED CEILING REMOVALS PLAN
AD-113 FOURTH FLOOR REFLECTED CEILING REMOVALS PLAN
A-110 FOURTH FLOOR PLAN
A-111 FIFTH FLOOR MECHANICAL ROOM PLAN AND MEZZANINE PLANS
A-112 SHAFT WALL MODIFICATIONS FOR CHILLED WATER PIPING
A-113 FOURTH FLOOR REFLECTED CEILING PLAN
A-310 BUILDING CROSS SECTION
A-410 ENLARGED PLANS AND INTERIOR ELEVATIONS
A-411 ENLARGED REFLECTED CEILING PLANS
A-420 INTERIOR ELEVATIONS
A-421 INTERIOR ELEVATIONS
A-510 PLAN DETAILS
A-520 MILLWORK DETAILS
A-530 CEILING DETAILS
A-531 CEILING & WALL DETAILS
A-611 DOOR SCHEDULE AND DETAILS
A-612 DOOR DETAILS
I-120 SIGN DETAILS AND SCHEDULE
I-121 SIGNAGE TYPES
I-122 FOURTH FLOOR SIGNAGE PLAN
I-130 FINISH SCHEDULE
I-131 FINISH PLAN
I-140 FFE SCHEDULE AND PLAN
FIRE PROTECTION
F-001 LEGEND, ABBREVIATIONS, SYMBOLS AND DETAILS
FD-140 FIRE PROTECTION FOURTH FLOOR DEMO PLAN
FD-141 FIRE PROTECTION FOURTH FLOOR MEZZANINE AND FIFTH FLOOR DEMO PLAN
F-140 FIRE PROTECTION FOURTH FLOOR PLAN
F-141 FIRE PROTECTION FOURTH MEZZANINE AND FIFTH FLOOR PLAN
PLUMBING
P-001 LEGEND, ABBREVIATIONS, SYMBOLS AND SCHEDULES
PD-130 PLUMBING THIRD FLOOR DEMO PLAN
PD-140 PLUMBING FOURTH FLOOR DEMO PLAN
PD-141 PLUMBING FOURTH FLOOR MEZZANINE DEMO PLAN
P-130 PLUMBING THIRD FLOOR PLAN
P-140 PLUMBING FOURTH FLOOR PLAN
P-150 PLUMBING FIFTH FLOOR PLAN
P-300 PLUMBING ENLARGED VIEWS
VOLUME 3 DRAWING LIST
MECHANICAL
M-001 LEGEND, ABBREVIATIONS AND SYMBOLS
MD-140 MECHANICAL FOURTH FLOOR DEMO PLAN
MD-141 MECHANICAL FOURTH FLOOR MEZZANINE DEMO PLAN
MD-150 MECHANICAL FIFTH FLOOR DEMO PLAN
M-140 MECHANICAL FOURTH FLOOR DUCTWORK PLAN
M-141 MECHANICAL FOURTH FLOOR MEZZANINE AND ENLARGED DUCTWORK PLANS
M-150 MECHANICAL FIFTH FLOOR DUCTWORK PLAN
M-160 MECHANICAL ROOF DUCTWORK PLAN
M-200 MECHANICAL SUBBASEMENT THRU THIRD FLOOR PIPING PLANS
M-240 MECHANICAL FOURTH FLOOR PIPING PLAN
M-250 MECHANICAL FIFTH FLOOR PIPING PLAN
M-500 MECHANICAL FLOW AND CONTROLS DIAGRAMS
M-501 MECHANICAL FLOW AND CONTROLS DIAGRAMS
M-502 MECHANICAL FLOW AND CONTROLS DIAGRAMS
M-503 MECHANICAL FLOW AND CONTROLS DIAGRAMS
M-600 MECHANICAL DETAILS
M-601 MECHANICAL DETAILS
M-700 MECHANICAL SCHEDULES
ELECTRICAL
E-001 ELECTRICAL NOTES, SYMBOL LIST & ABBREVIATIONS
ED-140 ELECTRICAL FOURTH FLOOR DEMO PLAN
ED-141 ELECTRICAL FOURTH FLOOR MEZZANINE DEMO PLAN
ED-150 ELECTRICAL FIFTH FLOOR DEMO PLAN
E-140 FOURTH FLOOR POWER PLAN
E-150 ELECTRICAL FOURTH FLOOR MECHANICAL POWER PLAN
E-151 ELECTRICAL FIFTH FLOOR & FOURTH FLOOR MEZZANINE MECHANICAL POWER PLANS
E-240 ELECTRICAL FOURTH FLOOR LIGHTING PLANS
E-600 ELECTRICAL ONE-LINE DIAGRAM
E-610 ELECTRICAL LIGHTING SCHEDULES SHEET 1
E-611 ELECTRICAL LIGHTING SCHEDULES SHEET 2
E-612 ELECTRICAL PANEL SCHEDULES SHEET 1
E-613 ELECTRICAL PANEL SCHEDULES SHEET 2
E-701 ELECTRICAL DETAILS SHEET 2
E-702 ELECTRICAL DETAILS SHEET 3
FIRE ALARM
FA-001 FIRE ALARM NOTES, SYMBOL LIST & MATRIX
FA-002 FIRE ALARM RISER DIAGRAM
FAD-140 FIRE ALARM FOURTH FLOOR DEMOLITION PLAN
FA-140 PARTIAL FIRE ALARM AND MASS NOTIFICATION PLAN
FA-150 PARTIAL FIRE ALARM PLANS
TELECOMMUNICATIONS
TN-000 TELECOMMUNICATIONS COVER SHEET
TN-001 TELECOMMUNICATIONS SYMBOL LEGEND
TN-002 TELECOMMUNICATIONS SYMBOL LEGEND
TN-003 TELECOMMUNICATIONS - AUDIOVISUAL ABBREVIATIONS AND SCOPE OF
RESPONSIBILITY MATRIX
TN-004 TELECOMMUNICATIONS - AUDIOVISUAL STANDARDS AND SCHEDULES
TN-200 TELECOMMUNICATIONS PLAN - 4TH FLOOR
TN-300 TELECOMMUNICATIONS CEILING PLAN - 4TH FLOOR
TN-601 TELECOMMUNICATIONS ENLARGED PLANS
TN-602 TELECOMMUNICATIONS ENLARGED PLANS
TN-611 AUDIOVISUAL ENLARGED VIEWS - CONFERENCE ROOM 400C
TN-612 AUDIOVISUAL ENLARGED VIEWS - SMALL CONFERENCE ROOM 400B
TN-613A AUDIOVISUAL ENLARGED VIEWS - LARGE CONFERENCE ROOM 400D
TN-613B AUDIOVISUAL ENLARGED VIEWS - LARGE CONFERENCE ROOM 400D
TN-614A AUDIOVISUAL ENLARGED VIEWS - COLLABORATION 400
TN-614B AUDIOVISUAL ENLARGED VIEWS - COLLABORATION 400
TN-615 AUDIOVISUAL ENLARGED VIEWS - COLLAB A-4C3B
TN-616 AUDIOVISUAL ENLARGED VIEWS - CIRCULATION A-4C1
TN-617 AUDIOVISUAL ENLARGED VIEWS - HUDDLE ROOM (TYPICAL)
TN-701 TELECOMMUNICATIONS EQUIPMENT DETAILS
TN-711 AUDIOVISUAL EQUIPMENT DETAILS
TN-801 AUDIOVISUAL SYSTEM DIAGRAM - CONFERENCE ROOM 400C
TN-802 AUDIOVISUAL SYSTEM DIAGRAM - LARGE CONFERENCE ROOM 400D
TN-803 AUDIOVISUAL SYSTEM DIAGRAMS - SMALL CONF RM 400B,TYPICAL HUDDLE RM &
CIRCULATION
100% RTA SUBMISSION
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G-003.1 A1
REFER TO VOLUME 1
FOR ADJACENT ROOF
AREAS (TYPICAL).
PLAN NORTH
BG
B8.2
B8.2
B8
B8
AK
AJ
AF
AE
AA
H.2
610 A87891112
A-205 A1
ADJACENT EXISTING ROOF (ROOF B-1; REFER
TO VOLUME #1 DRAWINGS). TOC = 218'-7"±
EXISTING ROOF (ROOF E2; REFER TO
VOLUME #1 DRAWINGS). TOC = 160'-9 1/2"±
ADJACENT EXISTING ROOF (ROOF B-4; REFER
TO VOLUME #1 DRAWINGS). TOC = 220'-6"±
EXISTING COURTYARD
GRADE = 144'-0"± (VARIES)
EXISTING ROOF (ROOF B6;
REFER TO VOLUME #1
DRAWINGS). TOC = 157'-0"±
ADJACENT EXISTING ROOF (ROOF
A-6B; REFER TO VOLUME #1
DRAWINGS). TOC = 223'-8"±
EXISTING ROOF (ROOF E1; REFER TO
VOLUME #1 DRAWINGS). TOC = 170'-5"
TO 170'-11"±
EXISTING PAVER WALKWAY
EXISTING MONUMENT.
DN
EXST
STAIRS
EXST COURTYARD
GARDEN AREA
EXST COURTYARD
GARDEN AREA
EXST
COURTYARD
GARDEN
AREA
EXST
COURTYARD
GARDEN
AREA
PROVIDE ROOF PROTECTION THIS AREA.
A-301 D9
US Army Corps of Engineers ®
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:50 PM
G-003.1
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SCALE: 1" = 80'-0"
A8
OVERALL PLAN
SCALE: 1/8" = 1'-0"
A1
COURTYARD PLAN
PLAN NORTH
04 8 16268
GENERAL NOTES
NUMBER GENERAL NOTES
1 THIS VOLUME IS PART OF A SINGLE PROJECT. GENERAL NOTES, TYPICAL NOTES, SPECIFICATIONS, AND
DETAILS WITHIN EACH VOLUME APPLY ACROSS ALL VOLUMES.
2 REFER TO VOLUME #1 FOR CONTRACTOR STAGING AND SITE LOGISTICS PLAN.
KEYED NTOES - COURTYARD PLAN
NUMBER COMMENT
01 EXISTING BUILDING ACCESS.
02 EXISTING BUILDING ACCESS; PROVIDE OVERHEAD PROTECTION TO 10'-0" BEYOND EXTERIOR WALL.
03 EXISTING BUILDING ACCESS; RESTRICT ACCESS FROM BUILDING OCCUPANTS DURING CONSTRUCTION.
PROVIDE SIGNAGE ACCORDINGLY.
100% RTA SUBMISSION
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FIRST FLOOR
158' - 3"
FIRST FLOOR
158' - 3"
FOURTH FLOOR
207' - 2 1/2"
FOURTH FLOOR
207' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
B8 610 7891112
FIFTH FLOOR
225' - 8"
FIFTH FLOOR
225' - 8"
EXIST PARAPET COPING (TYP)
EXISTING LIMESTONE
WATER TABLE
EXISTING ROOF (ROOF
B6; REFER TO VOLUME #1
DRAWINGS). TOC 157'-0"±.
AD-200
E8
AD-200
E4
W2 W2 W2 W2 W2 W2
W2W2W2W2W2W2W1
W1 W1 W1 W1 W1 W1 W1
W3W3W3
W1
C8
AD-501
AD-200
E1_______________________________________________
AD-200
E1
AD-200
E1
AD-200
E8
AD-200
E8
AD-200
E8
AD-200
E8
AD-200
E8
AD-200
E8
AD-200
E8
ADJACENT EXISTING ROOF
(ROOF A-6B; REFER TO
VOLUME #1 DRAWINGS).
TOC = 223'-8"±.
AD-200
E8
EXISTING ROOF (ROOF
E2; REFER TO VOLUME
#1 DRAWINGS). TOC
160'-9 1/2"±.
EXISTING ROOF (ROOF
E1; REFER TO VOLUME
#1 DRAWINGS). TOC
170'-5" TO 170'-11"±.
EXISTING COURTYARD
BELOW.
A4
AD-501
TYP
TYP
EXST GLAZED BRICK
EXST GLAZED BRICK
REFER TO
VOLUME #1 FOR
WORK IN THIS
AREA
EXST GLAZED
BRICK FIELDS (TYP)
EXST GLAZED BRICK
EXST GLAZED BRICK
R2R2R2R2R2R2
TYP
R3
R3
R3 R3 R3
R3
C8
AD-501
TYP
R3R3 R3 R3 R3 R3
R1 R1 R1 R1
R1 R5
TYP R1
EXST OVERFLOW
ROOF DRAIN OUTLET
TO REMAIN.
R5
TYP
R5
TYP
R4
A8
A-205
REMOVE (3) COURSES
OF GLAZED BRICK
VENEER; REFER TO
SECTION DETAIL.
SHORE BRICK ABOVE.
EXISTING WINDOW:
REMOVE EXISTING
SEALANTS AND BACKER
RODS BETWEEN
WINDOW AND
ADJACENT STONE.
REMOVE ALL RESIDUAL
SEALANTS.
EXISTING WINDOW
A8
AD-501
REMOVE ALL BACKER
ROD & SEALANT @
LIMESTONE SURROUNDS
& BETWEEN BRICK AND
LIMESTONE. CLEAN ALL
RESIDUAL SEALANTS
FROM LIMESTONE &
BRICK.
1'
2" 7'
1/ 8"
1'
1/ 8"
9'
1/
4"
(4
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12' - 0"
9" 2' - 3" 6" 2' - 3" 6" 2' - 3" 6" 2' - 3" 9"
EXISTING WINDOW:
REMOVE EXISTING
SEALANTS AND
BACKER RODS
BETWEEN WINDOW
AND ADJACENT
STONE. REMOVE ALL
RESIDUAL SEALANTS.
EXISTING WINDOWS.
12' - 0" ±
9"2' - 3"6"2' - 3"6"2' - 3"6"2' - 3"9"
1'
2" 7'
1/ 8"
1'
1/ 8"
REMOVE ALL BACKER
ROD & SEALANT @
LIMESTONE
SURROUNDS &
BETWEEN BRICK AND
LIMESTONE. CLEAN
ALL RESIDUAL
SEALANTS FROM
LIMESTONE & BRICK.
9'
1/
4"
(4
BR
IC
K C
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S)
REMOVE (3) COURSES
OF GLAZED BRICK
VENEER; REFER TO
SECTION DETAIL;
SHORE BRICK ABOVE.
EXISTING WINDOW
12' - 0" ±
9" 2' - 3" 6" 2' - 3" 6" 2' - 3" 6" 2' - 3" 9" 1'
5/ 8"
6'
/8
1'
1/
8"
REMOVE ALL BACKER
ROD & SEALANT @
LIMESTONE
SURROUNDS &
BETWEEN BRICK AND
LIMESTONE. CLEAN
ALL RESIDUAL
SEALANTS FROM
LIMESTONE & BRICK.
REMOVE ALL BACKER
ROD & SEALANT @
LIMESTONE
SURROUNDS &
BETWEEN BRICK AND
LIMESTONE. CLEAN
ALL RESIDUAL
SEALANTS FROM
LIMESTONE & BRICK.
9'
3/
8"
(4
BR
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US Army Corps of Engineers ®
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:30 PM
AD-200
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SCALE: 1/8" = 1'-0"
A1
REMOVAL ELEVATION - SOUTH FACADE OF THE BARTLETT HALL COURTYARD
SCALE: 1/2" = 1'-0"
E8
REMOVAL EL - TYP WINDOW TYPE W1
SCALE: 1/2" = 1'-0"
E4
REMOVAL EL - TYP WINDOW TYPE W2
0' 4' 8' 16'
KEYED NOTES - REMOVALS (VOL 2)
NUMBER COMMENT
R1 REMOVE EXST LIMESTONE PILASTER BASE.
R2 REMOVE & SALVAGE FOR REINSTALL EXST LIMESTONE PILASTER CAP. SHORE EXISTING BRICK ABOVE PRIOR TO REMOVALS.
R3 REMOVE EXST GLAZED BRICK VENEER AND BRICK BACKUP PILASTERS / BUTTRESSES. REFER TO DETAILS.
R4 REMOVE EXST BACKER RODS & SLNTS AT DOOR FRAME & LIMESTONE SURROUND. CLEAN ALL RESIDUALS FROM STONE.
R5 REMOVE EXST BACKER ROD & SLNT FROM BELOW EXISTING LIMESTONE BAND TRIM & FROM ALL JOINTS IN BAND TRIM.
SCALE: 1/2" = 1'-0"
E1
REMOVAL EL -TYP WINDOW TYPE W3
100% RTA SUBMISSION
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H.2
4' - 0"
EXISTING ROOF LEADER
EXISTING SUPPLY OR
RETURN (AT 3RD FLOOR) EXISTING STEEL COLUMN
1' - 1"
REMOVE EXISTING BRICK
BACKUP AT PILASTERS.
REMOVE EXISTING
GLAZED BRICK VENEER
AT PILASTER
EXISTING CONC SEISMIC WALL
EXISTING MTL STUD &
GYPSUM BOARD PARTITION
EXISTING STONE STOOL
(BELOW)
EXISTING STORM
WINDOW SYSTEM
3/8"
EXST WINDOW
EXST LIMESTONE
JAMB
EXST GLAZED
BRICK VENEER
3/8"
EXISTING BRICK BACKUP.
EXST GLAZED
BRICK VENEER1'
0"
4"
CUT EXISTING
BRICK VERTICALLY
PRIOR TO
REMOVALS; TYP
EACH SIDE
FOURTH FLOOR
207' - 2 1/2"
REMOVE
EXISTING
GLAZED
BRICK
VENEER
REMOVE
EXISTING
BACKUP
BRICK
REMOVE
EXISTING
CONC SLAB
EXTENSION
BEYOND
CONC
ENCASED
BEAM
EXISTING CONC
ENCASED STEEL BEAM.
EXISTING BRICK
BACKUP WALL.
REMOVE (3) COURSES
OF GLAZED BRICK
VENEER.
EXISTING SEISMIC WALL.
EXISTING LINTEL
HANGER SYSTEM &
BRICK BACKUP.
EXST WINDOW.
EXST LIMESTONE
TRACERY.
EXST STEEL PLATE
BRICK LINTEL.
EXST GLAZED BRICK
VENEER; SHORE AS
REQUIRED PRIOR TO
REMOVALS.
EXISTING STUD FRAMING
& INSULATION
EXISTING STORM
WINDOW SYSTEM.
EXISTING GYPSUM
BOARD CEILING.
US Army Corps of Engineers ®
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:33 PM
AD-501
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SCALE: 3/4" = 1'-0"
A4
REMOVAL DETAIL - PILASTER PLAN TYP
SCALE: 1 1/2" = 1'-0"
C8
TYP REMOVAL DET - PILASTER @ ALL FLR LEVELS
SCALE: 1 1/2" = 1'-0"
A8
REMOVAL DTL - WDW HD BRICK REPLACMENT TYP
11 0
100% RTA SUBMISSION
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FIRST FLOOR
158' - 3"
FIRST FLOOR
158' - 3"
FOURTH FLOOR
207' - 2 1/2"
FOURTH FLOOR
207' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
B8 610 78
FIFTH FLOOR
225' - 8"
FIFTH FLOOR
225' - 8"
PARAPET COPING (TYP)
EXISTING LIMESTONE
WATER TABLE
TERRACE
PROVIDE SHELF ANGLE,
CAVITY FLASHING, AND
WEEPS AT PILASTERS, TYP.
REFER TO DETAILS.
PROVIDE VERTICAL CONTROL JOINT.
HELICAL ANCHORS
(TYPICAL)
A-205 E7
A-205 E4
W2 W2 W2 W2 W2 W2
W2W2W2W2W2W2W1
W1 W1 W1 W1 W1 W1 W1
W3W3W3
W1
A4
A-301B1
A-301
EXISTING ROOF (ROOF
B6; REFER TO VOLUME #1
DRAWINGS). TOC 157'-0"±.
ADJACENT EXISTING ROOF
(ROOF A-6B; REFER TO
VOLUME #1 DRAWINGS).
TOC = 223'-8"±.
EXISTING ROOF (ROOF
E2; REFER TO VOLUME
#1 DRAWINGS). TOC
160'-9 1/2"±.
EXISTING ROOF (ROOF
E1; REFER TO VOLUME
#1 DRAWINGS). TOC
170'-5" TO 170'-11"±.
EXISTING COURTYARD
BELOW.
A-205 E1
A-205 E1
A-205 E1
CJCJCJCJCJCJ
A-205 E7
A-205 E7
A-205 E7
A-205 E7_______________________________________________
A-205 E7
A-205 E7
TYP
A6
A-301
TYP
A-205 E7
A-205 E7
E1 E1E1E1
E3 E2 E3
E1
E4
E1E1 E2E1
E1 E1
E1
CJ CJ CJ CJ CJ CJCJ CJ
REPLACE (9) NON-
GLAZED BRICKS W/
GLAZED BRICKS TO
MATCH ADJACENT
EXISTING.
E7E7E7E7E7E7
E6
E6
E6
E8 TYP
E6
E6E6E8 TYPCJ
E5
TYP
TYP
PROVIDE 3/8" DIAMETER
STRAW WEEPS AT 8" OC
ABOVE LIMESTONE
LINTEL (TYP).
EXST HOLLOW METAL
DOOR FRAME; PROVIDE
BACKER ROD & SEALANT.
RAKE MORTAR JOINTS &
PROVIDE BACKER ROD &
SEALANT @ LIMESTONE
SURROUNDS & BETWEEN
BRICK & LIMESTONE.
60 BRICK TOTAL
E2
E9
E11
E10 E10
E9
CJ
E10
CJ
A8
A-205
EXISTING WINDOW;
PROVIDE BACKER ROD &
SEALANT BETWEEN
WINDOW AND ADJACENT
STONE (TYP).
EXTEND FLASHING
OUT TO FACE OF
WALL; PROVIDE
SEALANT AND WEEPS.
CLEAN EXST LIMESTONE
SURROUND, LINTEL,
SILLS, AND WINDOWS.
EXISTING WINDOW
E1
A-302
EXISTING LIMESTONE
MULLIONS.
RAKE MORTAR JOINTS
TO 1" DEEP. PROVIDE
BACKER ROD & SEALANT
@ LIMESTONE
SURROUNDS & BETWEEN
BRICK & LIMESTONE.
EXISTING LIMESTONE LINTEL.
REPAIR EXST LIMESTONE
WHERE INDICATED ON
ELEVATION.
PROVIDE BACKER ROD &
SEALANT WITH 3/8"
DIAMETER STRAW
WEEPS AT 8" OC BELOW
SILL (TYP).
9'
1/
4"
(4
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1'
2" 7'
1/ 8"
1'
1/ 8"
9" 2' - 3" 6" 2' - 3" 6" 2' - 3" 6" 2' - 3" 9"
12' - 0" ±
CLEAN EXST
LIMESTONE
SURROUND, LINTEL,
SILLS, AND WINDOWS.
EXISTING WINDOW.
RAKE MORTAR JOINTS
TO 1" DEEP. PROVIDE
BACKER ROD &
SEALANT @
LIMESTONE
SURROUNDS &
BETWEEN BRICK &
LIMESTONE.
EXST WINDOW;
PROVIDE BACKER ROD
& SEALANT BETWEEN
WINDOW & ADJACENT
STONE (TYP).
CLEAN EXST LIMESTONE
MULLIONS.
EXISTING LIMESTONE LINTEL.
1'
2" 7'
1/ 8"
1'
1/ 8"
9'
1/
4"
(4
BR
IC
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S)
9" 2' - 3" 6" 2' - 3" 6" 2' - 3" 6" 2' - 3" 9"
12' - 0" ±
PROVIDE BACKER
ROD & SEALANT WITH
3/8" DIAMETER STRAW
WEEPS AT 8" OC
BELOW SILL (TYP).
PROVIDE 3/8" DIAMETER
STRAW WEEPS AT 8" OC
ABOVE LIMESTONE
LINTEL (TYP)
E1
A-302
EXISTING WINDOW;
PROVIDE BACKER ROD &
SEALANT BETWEEN
WINDOW AND ADJACENT
STONE (TYP).
EXTEND FLASHING
OUT TO FACE OF
WALL; PROVIDE
SEALANT AND WEEPS.
CLEAN EXST LIMESTONE
SURROUND, LINTEL,
SILLS, AND WINDOWS.
EXISTING WINDOW
EXISTING LIMESTONE
MULLIONS.
RAKE MORTAR JOINTS
TO 1" DEEP. PROVIDE
BACKER ROD & SEALANT
@ LIMESTONE
SURROUNDS & BETWEEN
BRICK & LIMESTONE.
EXISTING LIMESTONE LINTEL.
PROVIDE BACKER ROD &
SEALANT WITH 3/8"
DIAMETER STRAW
WEEPS AT 8" OC BELOW
SILL (TYP).
12' - 0" ± 9'
3/ 8"
(4
BR
IC
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C O
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9" 2' - 3" 6" 2' - 3" 6" 2' - 3" 6" 2' - 3" 9" 1'
5/ 8"
6'
/8
1'
1/
8"
H.2
3' - 8" ±
EXST EXTERIOR WDW;
PROVIDE BACKER ROD &
SLNT. REFER TO DETAIL
FOR ADDITIONAL
REQUIREMENTS.
PROVIDE 3/8" CLEAR
SPACE BETWEEN
BACKUP WALL & BRICK.
PROVIDE BACKER ROD
(TYP).
3/8" BACKER ROD & SEALANT
CONTROL JOINT.
EXISTING BRICK @ ADJACENT
WALL.
FOR ITEMS NOT NOTED;
/SEE DETAIL A6 A-301
US Army Corps of Engineers ®
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:09 PM
A-205
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SCALE: 1/8" = 1'-0"
A1
ELEVATION - SOUTH FACADE
SCALE: 1/2" = 1'-0"
E7
ENLARGED EXST WINDOW W1 ELEVATION TYP
SCALE: 1/2" = 1'-0"
E4
ENLARGED WINDOW W2 ELEVATION TYP
0' 4' 8' 16'
KEYED NOTES - ELEVATION
NUMBER COMMENT
E1 REMOVE LOOSE MATERIAL & REPAIR EXISTING LIMESTONE LINTEL / SURROUND. AVERAGE SIZE = 1.5SF X 3" DEEP.
E2 REPLACE EXST DAMAGED GLAZED STRETCHER BRICK (APPROX 12 BRICKS UNO). PROVIDE HELICAL ANCHORS @
1'-4" OC W/ 6" MIN EMBEDMENT INTO CONC BACKUP WALL.
E3 REMOVE LOOSE MATERIAL & REPAIR EXISTING LIMESTONE CRENEL.
E4 REMOVE LOOSE MATERIAL & REPAIR EXISTING LIMESTONE BUTTRESS / PILASTER CAP.
E5 REPLACE BROKEN WINDOW PANE.
E6 PROVIDE LIMESTONE PILASTER BASE; MATCH EXST LIMESTONE PROFILE, TEXTURE, AND COLOR. REFER TO
DETAILS.
E7 INSTALL SALVAGED LIMESTONE PILASTER / BUTTRESS CAP. REPAIR AS NOTED; REFER TO DETAILS.
E8 PROVIDE BACKER ROD & SEALANT BELOW EXISTING LIMESTONE BAND TRIM AND AT ALL JOINTS IN BAND TRIM.
E9 REPLACE EXST DAMAGED / NON-MATCHING GLAZED RUNNING BOND BRICK (APPROX 8 BRICKS UNO). PROVIDE
HELICAL ANCHORS AT 1'-4" OC W/ 6" MIN EMBEDMENT INTO CONC BACKUP WALL.
E10 REMOVE EXST SEALANT AT EXST LOUVERS; CLEAN ALL RESIDUAL OFF OF SURRONDING BRICK. PROVIDE BACKER
ROD & SEALANT AROUND FULL PERIMETER.
E11 REMOVE & SLAVAGE COVER @ EXST OVERFLOW DRAIN; REMOVE EXST SLNT & CLEAN ALL RESIDUAL OFF OF SURRONDING BRICK. PROVIDE BACKER ROD & SEALANT AROUND FULL PERIMETER & REINSTALL SALVAGED COVER.
GENERAL NOTES - WALL ELEVATION
NUM GENERAL NOTES
1 IN ADDITION TO THE REPAIRS INDICATED, PROVIDE (30) GLAZED BRICK REPLACEMENTS. REPLACEMENT AREAS WILL
BE SELECTED BY CONTRACTING OFFICER.
2 IN ADDITION TO THE LIMESTONE REPAIRS INDICATED, PROVIDE (8) ADDITIONAL SPOT REPAIRS OF 1SF X 3" DEPTH
LIMESTONE REPAIRS. SPOT REPAIR AREAS WILL BE SELECTED BY CONTRACTING OFFICER.
3 IN ADDITION TO THE RE-POINTING INDICATED, PROVIDE 24LF OF ADDITIONAL RE-POINTING. REFER TO VOLUME 1
FOR REPOINTING DETAIL. REPOINTING AREAS WILL BE SELECTED BY CONTRACTING OFFICER.
SCALE: 1/2" = 1'-0"
E1
ENLARGED WINDOW W3 ELEVATION TYP
SCALE: 3/4" = 1'-0"
A8
PLAN DETAIL - GRID 6 PILASTER
100% RTA SUBMISSION
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FOURTH FLOOR
207' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
H.2
FIFTH FLOOR
225' - 8"
A-302 A7
A-302 A4
A-302 A7
SIM
A-302 E4
A-302 E7
ADJACENT EXISTING ROOF
(ROOF A-6B; REFER TO
VOLUME #1 DRAWINGS).
TOC = 223'-8"±.
FIRST FLOOR
158' - 3"
FOURTH FLOOR
207' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
H.2
FIFTH FLOOR
225' - 8"
A-302 A1
SE
E
EL
EV
AT
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N S
D
ET
AI
LS
A-302 E1
A-302 E7
ADJACENT EXISTING ROOF
(ROOF A-6B; REFER TO
VOLUME #1 DRAWINGS).
TOC = 223'-8"±.
EXISTING CONC PAVERS.
EXISTING ROOF (ROOF B6;
REFER TO VOLUME #1
DRAWINGS). TOC = 157'-0"±.
FIRST FLOOR
158' - 3"
FOURTH FLOOR
207' - 2 1/2"
SECOND FLOOR
175' - 2 1/2"
THIRD FLOOR
191' - 2 1/2"
BG H.2
FIFTH FLOOR
225' - 8"
HELICAL ANCHORS
(TYPICAL).
EXISTING GLAZED
BRICK VENEER.
EXISTING GLAZED
BRICK VENEER.
EXISTING
LIMESTONE.
EXISTING BRICK
VENEER (BEYOND).
PARAPET COPING
(TYPICAL).
BUTTER ALL EDGES OF REPLACEMENT
UNIT, CENTER AND CAREFULLY PRESS
INTO POSITION. REMOVE EXCESS
MORTAR AND RAKE JOINTS. POINT
AND TOOL TO MATCH EXISTING.
PRE-DAMPEN ALL SURROUNDING
EXISTING MASONRY. REMOVE ANY
STANDING WATER.
BUTTER APPROPRIATE SURFACES OF
SURROUNDING MASONRY WITH
SPECIFIED MORTAR.
REMOVE DAMAGED UNIT(S). CLEAN
OUT ALL MORTAR SURROUNDING THE
AFFECTED UNIT(S). REMOVE ALL DUST
/ DEBRIS WITH A BRUSH.
NOTE:
SEE SPECIFICATION FOR ADDITIONAL
INFORMATION.
1" M
IN
1" MIN 1" MIN 1" MIN
2" + DEPTH1 1/2" MIN
EXST LIMESTONE.
CUT BACK TO SOUND STONE WITH
STRAIGHT & SQUARE CUTS & REMOVE
LOOSE STONE. SET DUTCHMAN IN
MORTAR TO FILL VOID FLUSH WITH
SURROUNDING STONE. JOINTS MUST
BE 1/8" MAX CONSISTANT WIDTH.
3/16" DIA SST RODS SET IN NON-
STAINING ADHESIVE. STAGGER @
12" OC MAX.
STONE DUTCHMAN. TOOL SURFACE
TO MATCH ORIGINAL STONE SHAPE,
PROFILE, AND TEXTURE.
MORTAR.
CUT TO SOUND STONE WITH
STRAIGHT & SQUARE CUTS &
REMOVE LOOSE STONE. CREATE
ROUGH BONDING SURFACES FOR
PATCHING COMPOUND / MORTAR.
PATCHING COMPOUND / MORTAR;
MATCH COLOR, TEXTURE AND
SHAPE OF ADJACENT STONE
SURFACES.
MORTAR.
EXST LIMESTONE.
EXST MORTAR; RAKE OUT TO
DEPTH OF STONE REMOVALS.
EXISTING STEEL COLUMN
8" CMU; ATTACH W/ STAINLESS
STEEL HELICAL ANCHORS @
24" OC MAX EACH WAY. EMBED
6" MIN INTO CONC SEISMIC
WALL.
PROVIDE GLAZED BRICK.
MATCH EXST GLAZED FACE
BRICK.
EXISTING CONC SEISMIC WALL
EXISTING LIMESTONE
JAMB
4" 1'
0"
1'
0" 2"
1'
0"
1' - 9" 4' - 0"
LINE OF LIMESTONE
BAND BELOW.
BACKER ROD &
SEALANT MASONRY
EXPANSION JOINT.
EXST GLAZED
FACE BRICK.
EXST STORM WDW SYSTEM
EXST WDW STOOL
EXST WDW
H.3
H.2
EXST BACKUP
BRICK.
BRICK TIES.
AIR BARRIER
2" RIGID INSULATION
(R-12 MIN).
BACKER ROD
AND SEALANT
GROUT CMU SOLID;
FULL HEIGHT.
3/8" 3/8"
EXST EXTERIOR WDW;
PROVIDE BACKER ROD
& SEALANT.
MAINTAIN 3/8" CLEAR
SPACE BETWEEN BACKUP
WALL & BRICK; PROVIDE
BACKER ROD (TYP).
EXST BRICK / LIMESTONE;
SEE ELEVATIONS & DETAILS.
1"
PROVIDE 5/16" DIAMETER
STAW WEEPS UNO.
RAKE OUT EXST MORTAR 1"
DEEP; PROVIDE BACKER
ROD & SEALANT.
EXST MORTAR.
3/8"
BACKER ROD &
SEALANT, FULL
HEIGHT; TOOL
TO MATCH ADJ
MORTAR JOINTS.
CUT EXST BRICK & MORTAR
8" DEEP. REMOVE ALL
MORTAR & BRICK
MATERIALS FROM JOINT.
EXST BRICK
EXST
BRICK
EXST
BACKUP
US Army Corps of Engineers ®
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:15 PM
A-301
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SCALE: 3/8" = 1'-0"
B1
WALL SECTION AT PILASTER
SCALE: 3/8" = 1'-0"
A4
WALL SECTION -THROUGH WDWS
SCALE: 1/8" = 1'-0"
D9
ELEVATION - WEST SIDE
SCALE: 1 1/2" = 1'-0"
B9
DETAIL - BRICK REPLACEMENT
SCALE: 3" = 1'-0"
F5
SECT DET - DUTCHMAN
SCALE: 3" = 1'-0"
F7
SECT DET - STONE PATCHING
SCALE: 3/4" = 1'-0"
A6
DETAIL - PILASTER PLAN TYP
SCALE: 3" = 1'-0"
D7
DETAIL - SOFT JOINT
SCALE: 3" = 1'-0"
D5
PLAN DET - VERT CJ
22 1 0
100% RTA SUBMISSION
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INSTALL SALVAGED
LIMESTONE BUTTRESS /
PILASTER CAP.
EXST GLAZED BRICK
VENEER AND BRICK BACKUP.
EXISTING CONC
SEISMIC WALL.
EXISTING THROUGH
WALL FLASHING
PROVIDE GLAZED
BRICK. MATCH
EXST GLAZED
FACE BRICK.
8" CMU; ATTACH TO
EXST CONC SEISMIC
WALL WITH HELICAL
ANCHORS (24" OC MAX).
MASONRY
ANCHOR TIES @
24" OC.
BACKER ROD &
SEALANT (SOFT JOINT);
PROVIDE 5/16" STAW
WEEPS @ 8" OC.
BACKER ROD &
SEALANT (SOFT JOINT).
SECOND FLOOR
175' - 2 1/2"
MASONRY ANCHOR
TIES @ 24" OC.
EXISTING CONC
SEISMIC WALL.
EXISTING BRICK
BACK UP.
EXISTING CONC
ENCASED STEEL
BEAM
8" CMU.
PROVIDE GLAZED
BRICK. MATCH EXST
GLAZED FACE BRICK.
CAVITY FLASHING.
FLUID APPLIED
MEMBRANE AIR BARRIER;
FLASH & SEAL TO CAVITY
FLASHING .
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2" RIGID INSULATION
(R-12 MIN).
MORTAR STOP.
LIMESTONE
PILASTER BASE;
MATCH EXST
SHAPE, DIMS,
TEXTURE, AND
COLOR.
BACKER ROD &
SEALANT (SOFT JOINT).
HEAD JOINT WEEPS @
16" OC MAX.
GALV 3/8"X7X7" BENT
PLATE; PROVIDE @
ALL (3) SIDES OF
PILASTER.
STAINLESS STEEL
HELICAL ANCHORS @ 24"
OC MAX EACH WAY.
EMBED 6" MIN INTO
CONC SEISMIC WALL.
1'
3/
8"
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TO
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EXISTING GLAZED
BRICK VENEER AND
BRICK BACKUP.
4 1/2" ± 6"
3/ 8"
4"
BACKER ROD &
SLNT (SOFT JOINT).
STAINLESS STEEL
STONE ANCHOR @
EACH HEAD JOINT.
DAMPROOF BACK OF
LIMESTONE; VILL VOID
WITH MORTAR.
FULL MORTAR BED;
PROVIDE COMPRESSIBLE
SHIMS (LEAD BUTTONS).
THIRD FLOOR
191' - 2 1/2"
EXISTING CONC
SEISMIC WALL.
EXISTING CONC
ENCASED STEEL
BEAM.
PROVIDE GLAZED
BRICK. MATCH EXST
GLAZED FACE BRICK.
MASONRY
ANCHOR TIES 24"
OC.
8" CMU
PROVIDE WEEPS.
THROUGH WALL
CAVITY FLASHING.
GALV 3/8"X7"X7" BENT
PLATE; RETURN
AROUND CORNER.
PROVIDE @ ALL (3)
SIDES OF PILASTERS.
8" 8"
EXST MASONRY
8" ±
EXST CONC WALL
1' - 2" ±
STAINLESS STEEL
HELICAL ANCHOR;
ANCHOR @ 2'-0" OC
EA WAY. EMBED 6"
INTO CONCRETE
BACKUP WALL.
MORTAR STOP.
(4) 1/2" DIA 304 STAINLESS
STEEL THREADED ROD W/
HILTI HY270 (OR EQ) @ 4
1/2" EMBED @ 8" OC.
FLUID APPLIED
MEMBRANE AIR BARRIER.
1/
2"
3 1/2" SINGLE
ANCHOR AROUND
SIDE OF PILASTER.
SECOND FLOOR
175' - 2 1/2"
EXST GLAZED
FACE BRICK.
EXST CONC
ENCASED STEEL
BEAM.
EXST THROUGH
WALL FLASHING.
EXISTING
LIMESTONE WATER
TABLE TRIM.
RAKE BACK MORTAR 1" &
PROVIDE BACKER ROD &
SEALANT BETWEEN
WINDOW SILL AND
ADJACENT STONE.
PROVIDE WEEPS @ 8" OC.
EXISTING
BACKUP BRICK.
EXISTING
LIMESTONE SILL.
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1'
3/
8"
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EXISTING
EXTERIOR WDW;
PROVIDE BACKER
ROD & SEALANT.
REPLACE EXST
BACKER ROD &
SLNT; PROVIDE
5/16" DIAMETER
STRAW WEEPS
AT 8" OC
1'
1/
8"
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H.2
3'
7"
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IN
G B
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V
IF
HELICAL ANCHORS @ 2'-0"
OC 1 COURSE ABOVE
OVERSAIL CONDITION.
EMBED 6" INTO EXST
CONC WALL. COORDINATE
LOCATIONS TO ANCHOR
INTO CONC & NOT THE
EXST STEEL BEAM.
HELICAL ANCHORS @
EACH EXST HEADER
COURSE @ 2'-0" OC.
EMBED 6" INTO EXST
CONC BACKUP WALL.
EXST BRICK VENEER.
EXST CONC SEISMIC WALL.
REFER TO VOLUME 1
FOR ROOF, COPING,
AND FLASHING
INFORMATION
ADJACENT EXISTING
ROOF (ROOF A-6B;
REFER TO VOLUME #1
DRAWINGS). TOC =
223'-8"±
RE-POINT HORIZONTAL
JOINT (TYP).
EXISTING OVERSAIL
DIMENSION VARIES
INSTALL HEAD JOINT
WEEPS @ 24" OC.
1'
8"
REPLACE EXST FLASHING
W/ CAVITY FLASHING.
PROVIDE (3) COURSES OF
GLAZED BRICK VENEER AS
NEEDED TO REPLACE
REMOVALS. PROVIDE LIP
AT BOTTOM COURSE TO
ALLOW FOR SOFT JOINT.
EXISTING CONC
SEISMIC WALL
EXISTING LINTEL
HANGER SYSTEM &
BRICK BACKUP.
EXISTING STUD
FRAMING &
INSULATION
EXISTING STORM
WINDOW
SYSTEM.
EXISTING
GYPSUM BOARD
CEILING.
3/ 8"
HEAD WEEPS @ 16" OC MAX.
RAKE BACK EXST MORTAR
JOINTS 1"; PROVIDE
BACKER ROD & SEALANT
(SOFT JOINT).
EXST LIMESTONE
TRACERY.
EXST EXTERIOR
WDW; PROVIDE
BACKER ROD & SLNT.
8" 1'
1/ 8"
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3/ 8"
US Army Corps of Engineers ®
SHEET ID
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File Path:
Plot Date:
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D:\REVIT_LOCAL_FILES\220082-BAR-A20_elipes@qpkdesign.com.rvt
3/6/2025 3:06:23 PM
A-302
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SCALE: 1 1/2" = 1'-0"
E4
SECTION DETAIL - PILASTER AT TOP
SCALE: 1 1/2" = 1'-0"
A4
SECTION DETAIL - PILASTER BASE
SCALE: 1 1/2" = 1'-0"
A7
SECTION DETAIL - SHELF ANGLE TYP.
SCALE: 1 1/2" = 1'-0"
A1
SECTION DETAIL - TYP WDW SILL
SCALE: 1 1/2" = 1'-0"
E7
SECTION DETAIL - TOP OF WALL
SCALE: 1 1/2" = 1'-0"
E1
SECTION DETAIL - WDW HD BRICK REPLACMENT TYP
100% RTA SUBMISSION
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| VOLUME 2 |
| GENERAL |
| G-001.2 - COVER SHEET |
| G-002.2 - SHEET INDEX & BID OPTIONS |
| G-003.1 - COURTYARD PLAN |
| ARCHITECTURAL |
| AD-200 - REMOVALS ELEVATIONS |
| AD-501 - REMOVALS DETAILS |
| A-205 - ELEVATIONS |
| A-301 - WALL SECTIONS & DETAILS |
| A-302 - SECTION DETAILS |
File details come from the government source that posted it. Updated .