W912BU19B0002-PLANS_(Final).pdf
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- Building 756 Painting and Concrete Repair
- Solicitation number
- W912BU19B0002
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Solicitation W912BU19B0002 Building 756 Painting & Concrete Repair PLANS
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| File | Type | Posted |
|---|---|---|
| Abstract_W912BU19B0002_-_Audited_(signed)1.pdf | ||
| W912BU19B0002-RFI-AM2_(Rev1).pdf | ||
| W912BU19B0002-SPECS-AM1.pdf | ||
| W912BU19B0002-SPECS(Final).pdf |
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C:\Users\e5ecejwz\Desktop\location map.png
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L E
N
A M
E
M A
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D W
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C O
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R
SHEET NUMBER
B Y
D E
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R I P
T I O
N A
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I O
N x
A
N S
I
D
I S
S U
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U B
M I T
T A
L
D
A T
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U S
A
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C
O R
P S
O
F
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N G
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D I S
T R
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T
US Army Corps of Engineers
DISTRICT
PHILADELPHIA
FINAL 25JAN2019
W912BU19B0002
PHILADELPHIA NAVY YARD
BUILDING 756 PAINTING
PHILADELPHIA DIVISION
NAVAL SURFACE WARFARE CENTER
P H
I L A
D E
L P
H I A
-W
B U
B
F I N
J A
N
F N
C O
V E
R
S
H E
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P H
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A D
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P H
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N
N A
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F A
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R
F A
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N
T E
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G-001
OF WORK
LOCATIONVICINITY MAP
N
LOCATION MAP
N
OF WORK
LOCATION
Distribution Statement D
Distribution authorized to the Department of Defense and
U.S. DoD Contractors only. Other requests shall be referred to Commander, Naval Surface Warfare Center -
Philadelphia Division.
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001
COVER SHEET
G-002
PHASING PLAN
STRUCTURAL
S-001
GENERAL INFORMATION SHEET
S-101
REPAIR PLAN
S-102
SAFETY STRIPING FLOOR PLAN
S-103 EXISTING RELATIVE FLOOR
ELEVATIONS PLAN VIEW
S-501
REPAIR DETAILS
S-502
WALL REPAIR DETAILS
S-503
REFERENCE PHOTOS
S-504 REFERENCE PHOTOS
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SUBMITTED:
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APPROVED:
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CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
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PETER M. TRANCHIK, P.E.
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THIS PROJECT WAS DESIGNED BY THE
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PHILADELPHIA DISTRICT OF THE U.S.
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ARMY CORPS OF ENGINEERS. THE
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INITIALS OR SIGNATURES AND
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REGISTRATION DESIGNATIONS OF
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INDIVIDUALS APPEAR ON THESE
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PROJECT DOCUMENTS WITHIN THE
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SCOPE OF THEIR EMPLOYMENT AS
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REQUIRED BY ER 1110-1-8152.
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CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH
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CAMERON P. CHASTEN, P.E.
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SUBMITTED:
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CHIEF, ENGINEERING BRANCH
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ANDREW J. SCHWAIGER, P.E.
e5ecejks Typewritten Text For
BLDG. 77H
UP
UP UP
BLDG. 87
PHASE 3 PHASE 1 PHASE 2
1 2 3
A
4 5 6
B
C
D
E
LEGEND
PHASE 1
PHASE 2
PHASE 3
125'-2"
23'-5"29'-8" 24'-1" 24'-1" 23'-11"
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
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PHASING PLAN
NORTH
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WL
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WINDOW
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WDW
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WITH
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WITHOUT
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SL
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SNOW LOAD
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GEOTECHNICAL
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GRID LINE
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GYPSUM BOARD
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GIRDER TRUSS
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HOLLOW STRUCTURAL SECTION TUBE
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HEATING, VENTILATING AND AIR CONDITIONING
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GEOTECH
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DIAMETER
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BRIDGING
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DIA/
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BRDG
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AT
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BLDG
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CONT
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COL
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CONC
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CMU
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CJ
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BOTTOM OF FOOTING
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BOTTOM
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BEARING
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BTM
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BRG
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ANCHOR BOLT
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BLOCKING
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BOTTOM OF CONCRETE
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BUILDING EXPANSION JOINT
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BEJ
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BLKG
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BM
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BEAM
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AB
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ADJUSTABLE
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ARCHITECT/ENGINEER
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ALTERNATE
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ARCHITECT
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ALT
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ARCH
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AFF
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ADJ
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CONTROL JOINT
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ESTIMATED
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EQUAL, EQUALLY
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EQ
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EST
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GAGE
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GALVANIZED
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GA
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COLUMN
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CONTINUOUS
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CONCRETE
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CLEAR
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ENGINEER
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ENGR
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EACH WAY
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EACH FACE
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ELEVATION
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BUILDING
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DRAWING
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DIAGONAL
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DIM
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DET
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DIAG
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FFL
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HVAC
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EXISTING
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EXPANSION
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EXP
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GYP BD
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GT
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LONG LEG HORIZONTAL
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LLH
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TOP & BOTTOM
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TOP OF CAISSON
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TOP OF CONCRETE
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TOP OF SLAB
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TOP OF STEEL
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TOP OF WALL
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TRUSS BEARING
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PERIM
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R/RAD
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PRELIM
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OUTSIDE DIAMETER
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MEZZANINE
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LINEAR FOOT
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MEZZ
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MINIMUM
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LIVE LOAD
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MISC
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MIN
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LONG LEG VERTICAL
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MECHANICAL
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LEFT HAND
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JOINT
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NO/#
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NOT IN CONTRACT
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NORTH
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NUMBER
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STANDARD
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WWF
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ABRV
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ABOVE FINISHED FLOOR
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CONCRETE MASONRY UNIT
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BLDG. 77H
UP
UP UP
BLDG. 87
DAMAGED CONCRETE SLAB
ADJACENT TO COLUMN
PATCH FLOOR
ABOVE EXISTING
METAL RAILS
8'X1' SPALLED AREA WITH
EXPOSED REBAR AT WALL
(SEE DETAIL 1/S-502)
20'-0" LONG
CRACK
AREA OF
DAMAGED
CONCRETE
8'-0" LONG
CRACK @ WALL
(SEE DETAIL
3/S-502)
5'-10"
1'-4"
TYP.
COLUMN BASES
TO BE REPAIRED
(SEE DETAIL
5/S-501) (TYP)
N
G
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(2) 6"x6" SPALLS
N
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4'-0"
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PAINT BLUE STEEL STRUCTURE,
INCLUDING STAIRS AND RAILS.
DO NOT PAINT WHITE OFFICE
PANELS ABOVE OR GREY TOOL
CAGE.
PAINT FLOOR, WALLS, CEILING,
ROOF STRUCTURE, AND COLUMNS
IN THIS SPACE
PAINT FLOOR ONLY
INSIDE THIS ROOM
PAINT EXTERIOR OF WALLS
PAINT EXTERIOR
OF WALLS
PAINT FLOOR ONLY
INSIDE THIS ROOM
PAINT WOOD
SLIDING DOORS
REPAIR
DRYWALL
PAINT
EXTERIOR
OF WALLS
NO WORK
INSIDE THIS
ROOM
REMOVE FLOOR
TILES IN THIS AREA
(APPROX. 1760 SF)
1 2 3
A
4 5 6
B
C
D
E
VERTICAL
CRACK @ CORNER
(SIMILAR TO DETAIL
3/S-502)
LEVEL FLOOR IN THIS AREA
WITH SELF-LEVELING
CEMENTITIOUS UNDERLAYMENT
MATERIAL (SEE S-103
FOR EXISTING ELEVATIONS)
POUR NEW CONCRETE TO RAISE SLAB
IN THIS AREA TO LEVEL FLOOR WITH
ADJACENT FLOOR TO THE EAST.
(SEE DETAIL 6/S-501)
PAINT FLOOR, WALLS,
CEILING, ROOF
STRUCTURE, AND
COLUMNS IN THIS SPACE
21'-7"
EXTRACT, TEST, AND REPAIR FOUR 4" DIA.
CONCRETE CORES IN THIS AREA OF THE
SLAB. REPORT ON THICKNESS OF SLAB,
SUB-BASE MATERIAL TYPE, AND
COMPRESSIVE STRENGTH OF CONCRETE.
- TENTATIVE CORING LOCATIONS. COORDINATE
FINAL LOCATIONS WITH CONTRACTING OFFICER
125'-2"
23'-5"29'-8" 24'-1" 24'-1" 23'-11"
NOTES:
1. LOCATION OF OTHER CRACKS, SPALLS, AND DELAMINATIONS TO BE REPAIRED (OTHER THAN THOSE IDENTIFIED IN THE
DRAWINGS) ARE UNKNOWN AT THIS TIME, BUT WILL BE DETERMINED ONCE THE EQUIPMENT IS MOVED AND THE FLOOR
AREA IS CLEARED.
2. FOR REPAIRS OF SPALLS AND DELAMINATIONS, SEE DETAILS 1, 2, 3, AND 4 ON SHEET S-501.
3. LOCATION OF CONTROL JOINTS, EXPANSION JOINTS, AND THREADED BOLT INSERTS NOT SHOWN. CONTROL AND
EXPANSION JOINTS SHALL BE REPAIRED ACCORDING TO PROJECT SPECIFICATIONS. THREADED BOLT INSERTS SHALL BE
REPAIRED USING SPALL REPAIR TECHNIQUES AS DESCRIBED ON PLANS AND SPECIFICATIONS.
4. THE CONTRACTOR SHALL WORK AROUND EXISTING FEATURES TO REMAIN WITHOUT DISTURBING OR DAMAGING SUCH
FEATURES. PROVIDE PROTECTIVE COVERS AND BARRIERS AS REQUIRED TO PREVENT DAMAGE TO ADJACENT SURFACES
AND/OR FEATURES TO REMAIN IN PLACE. DAMAGE TO EXISTING FEATURES SHALL BE REPAIRED OR REPLACED AS
DIRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. A PROPOSED SITE PLAN WITH STAGING AREA SHALL BE SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR).
D
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REPAIR PLAN
NORTH
PLAN
S-501
AutoCAD SHX Text 8'
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SCALE: 1/8''=1'-0''
AutoCAD SHX Text 16'
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SCALE: 1/8''=1'-0''
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AutoCAD SHX Text 0"
BLDG. 87
UP UP
BLDG. 77H
UP
3'-6"
3'-3"
10'-6"26'-7"
3'-6"
14'-0"
3'-6"
3'-6"
7'-5" 7'-6"37'-5" 5'-3" 3'-6" 2'-9"
10'-1"
14'-8"
4'-7"
3'-7"
3'-6"
3'-7"
44'-4"
125'-2"
23'-5"29'-8"
1 2 3
A
4 5 6
B
C
D
E
NEW SAFETY STRIPING (TYP)
24'-1" 24'-1" 23'-11"
D
C
A
B
1 2 3 4 5
1 2 3 4 5
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A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
PHILADELPHIA
S-102
N A
V A
L
S
U R
F A
R
F A
N
T E
R
P H
I L
A D
E L
P H
V
I S
I O
N
B U
I L
D I N
G
I N
T I N
G
P H
I L
A D
E L
P H
V
Y
Y
A R
D
S A
F E
Y
R
I P
I N
G
F
L O
A
N
G
G
N
E R
O
A
N d w g
F I N
J A
N
W
B U
B
P H
I L A
D E
L P
H I A
P G
S J W
Z
J S
D A
N
NORTH
PLAN
SAFETY STRIPING FLOOR PLAN
NOTES:
1. ALL SAFETY STRIPES SHALL BE SIX INCHES WIDE. DIMENSIONS SHOWN ARE TO
CENTERLINE OF SAFETY STRIPES.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.
REPORT ALL DISCREPANCIES TO COR IMMEDIATELY.
3. CONTRACTOR SHALL PROVIDE VISUAL LAYOUT OF STRIPING ON SHOP FLOOR FOR
GOVERNMENT APPROVAL PRIOR TO PAINTING STRIPING.
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 0"
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE: 1/8''=1'-0''
AutoCAD SHX Text 16'
AutoCAD SHX Text
SCALE: 1/8''=1'-0''
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 0"
NOTE: THESE ELEVATIONS ARE TAKEN RELATIVE TO EACH OTHER AND ARE SHOWN AS
POINTS ON A 1 FT BY 1 FT GRID. THE ELEVATIONS ARE SHOWN IN HUNDREDTHS OF A FOOT.
U P
0 17
0 13
-0 01
-0 19
-0 01
0 05
-0 20
0 01
0 13
0 05
0 01
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-0 03
0 07
0 02
ABC
D
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US Army Corps of Engineers
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S-103
N A
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U R
F A
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F A
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T E
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P H
I L
A D
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P H
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D I N
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P H
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A T
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V A
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N D
D A
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N O
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T
O
S
C A
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NTS
EXISTING RELATIVE FLOOR ELEVATIONS PLAN VIEW
NORTH
PLAN
S
L A
B
POLYMER-MODIFIED MORTAR PATCH UP
TO (E) FINISH SURFACE AT UNSOUND
CONCRETE AREA WHERE OCCURS (SEE
NOTE 1)
REMOVE THE UNSOUND CONCRETE,
WHERE OCCURS, AND APPLY EPOXY
BONDING COAT (IF RECOMMENDED BY
MANUFACTURER) TO ROUGHENED
SURFACES
REMOVE ENTIRE (E) TOPCOAT AND
REPLACE WITH A NEW TOPCOAT IN
ACCORDANCE WITH SPECIFICATIONS
(E) FINISHED SURFACE
ASSUMED (E) REBAR
1" MIN.
SAWCUT 3/4" DEEP RECTANGULAR
SHAPE AROUND PERIPHERY
NOTES:
1. USE POLYMER-MODIFIED MORTAR OR OTHER APPROVED PATCH
MATERIAL AS PER PROJECT SPECIFICATIONS.
2. REMOVE UNSOUND CONCRETE WHERE ENCOUNTERED, ENSURING TO
REMOVE AT LEAST
" BELOW THE UNSOUND CONCRETE LEVEL AS
SHOWN
3. THIS METHOD SHALL BE USED IF THE DEPTH OF REPAIRS IS LESS THAN
4. THREADED BOLT INSERTS SHALL BE REPAIRED USING THIS METHOD
M
A X
M
I N
E
S
L A
B
LATEX-MODIFIED CONCRETE PATCH UP
TO (E) FINISH SURFACE AT UNSOUND
CONCRETE AREA WHERE OCCURS (SEE
NOTE 3)
M
I N
REMOVE THE UNSOUND CONCRETE, WHERE
OCCURS, AND APPLY EPOXY BONDING COAT
TO ROUGHENED SURFACES (IF
RECOMMENDED BY MANUFACTURER)
REMOVE ENTIRE (E) TOPCOAT AND
REPLACE WITH A NEW TOPCOAT IN
ACCORDANCE WITH SPECIFICATIONS
(E) FINISHED SURFACE
ASSUMED (E) REBAR
1" MIN.
SAWCUT 1" DEEP RECTANGULAR SHAPE
AROUND PERIPHERY
NOTES:
1. CONTRACTOR TO PREVENT DAMAGE TO (E) REBAR
2. BLAST CLEAN AND PAINT THE EXPOSED REINFORCING STEEL WITH EPOXY
PROTECTIVE COATING PRIOR TO PLACING LATEX-MODIFIED CONCRETE PATCH
3. REMOVE UNSOUND CONCRETE WHERE ENCOUNTERED, ENSURING TO
REMOVE AT LEAST
" BELOW THE UNSOUND CONCRETE LEVEL AS SHOWN. IF
HALF DIAMETER OF REBAR IS EXPOSED, THE REMAINDER OF CONCRETE
AROUND REBAR SHALL BE COMPLETELY REMOVED TO PROVIDE AT LEAST 1
INCH CLEARANCE AROUND THE REBAR.
4. THIS METHOD SHALL BE USED IF THE DEPTH OF REPAIRS IS MORE THAN 1
SAWCUT
SAWCUT
SAWCUT CONTROL JOINTS OR
RECONSTRUCT EXPANSION JOINTS
SAWCUT
SAWCUT CONTROL JOINTS OR
RECONSTRUCT EXPANSION JOINTS
M I N
1" MIN.
(TYP)
M I N
NOTES:
1. MAKE VERTICAL SAWCUT 1
" DEEP APPROX. 1" (MIN.) FROM SPALLED AREA. REMOVE ALL CONCRETE AND
LOOSE MATERIAL WITHIN SAWED AREA TO SOUND CONCRETE.
2. USE A BONDING AGENT TO INSURE GOOD CONTACT BETWEEN EXISTING CONCRETE AND PATCH. PATCH
WITH MATERIAL AS PER PROJECT SPECIFICATIONS.
3. AFTER PATCH HAS CURED, SAWCUT TO MATCH EXISTING CONTROL JOINT ALIGNMENT OR RECONSTRUCT
EXPANSION JOINTS.
4. PREPARE AND INSTALL JOINT SEALANT TO ALL EXISTING AND REPAIRED CONTROL JOINTS AS PER
PROJECT SPECIFICATIONS.
SEE NOTE 2
SEE NOTE 2
SECTION A-A
SECTION B-B
ISOMETRIC VIEW
A A B B
1'-10
8"
SAWCUT CONTROL JOINTS OR
RECONSTRUCT EXPANSION JOINTS
SAWCUT
SAWCUT CONTROL JOINTS OR
RECONSTRUCT EXPANSION JOINTS
1" MIN.
(TYP)
SAWCUT
M I N
SAWCUT
M I N
NOTES:
1. MAKE VERTICAL SAWCUT 1
" DEEP APPROX. 1" (MIN.) FROM SPALLED AREA. REMOVE ALL CONCRETE AND
LOOSE MATERIAL WITHIN SAWED AREA TO SOUND CONCRETE.
2. CONTRACTOR TO PREVENT DAMAGE TO (E) REBAR.
3. BLAST CLEAN AND PAINT THE EXPOSED REINFORCING STEEL WITH EPOXY PROTECTIVE COATING PRIOR
TO PATCHING THE AREA.
4. USE A BONDING AGENT TO INSURE GOOD CONTACT BETWEEN EXISTING CONCRETE AND PATCH. PATCH
WITH MATERIAL AS PER PROJECT SPECIFICATIONS.
5. AFTER PATCH HAS CURED, SAWCUT TO MATCH EXISTING CONTROL JOINT ALIGNMENT OR RECONSTRUCT
EXPANSION JOINTS.
6. PREPARE AND INSTALL JOINT SEALANT TO ALL EXISTING AND REPAIRED JOINTS AS PER PROJECT
SPECIFICATIONS.
SECTION C-C
SECTION D-D
SEE NOTE 4
ASSUMED (E) REBAR (TYP)
SEE NOTE 4
C C D D
5'-10"
1'-4"
(TYP)
NOTE: BASES TO BE REPAIRED IN THREE
COLUMNS, AS SHOWN IN FLOOR PLAN S-101.
EXISTING COLUMN
EXISTING PORTION OF
COLUMN BASE
SECTION A-A
PLAN
5'-10" 1'-4"1'-4"
F I E
L D
V E
R I F
Y
DETAIL A
DETAIL A
4"
LATEX MODIFIED
CONCRETE (LMC)
REMOVE EXISTING
CONCRETE AND FILL
WITH LMC
NOTE:
USE APPROPRIATE TOOLS
TO PREVENT DAMAGE
TO EXISTING REBAR.
A A
EXISTING SLAB WITH STEP
(E) FINISHED SURFACE
(N) FINISHED SURFACE
POLYMER-MODIFIED
SELF-LEVELING
CEMENTITOUS
OVERLAY MATERIAL
NEW CONCRETE POUR
M
I N
ROUGHEN, POWER WASH,
AND APPLY EPOXY
BONDING COAT TO
HORIZONTAL AND
VERTICAL SURFACES
6 x 6 - W1.4 x W1.4 WWR
3/4" MIN.
M
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N D
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D A
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N T
S
NTS
SLAB REPAIR - SHALLOW
NTS
SLAB REPAIR - DEEP
NTS
JOINT REPAIR - SHALLOW
NTS
JOINT REPAIR - DEEP
NTS
COLUMN BASE
NTS
RAISED SLAB DETAIL
AutoCAD SHX Text
(TYP)
(TYP)
EXISTING CONCRETE
LIMIT OF CONCRETE REMOVAL
DETERIORATED CONCRETE
EXISTING CONCRETE
LIMIT OF CONCRETE REMOVAL
DETERIORATED CONCRETE
SAWCUT
4" MAX.
EXISTING REINFORCEMENT
(TYP)
T
Y P
A
A
NOTE: THIS SECTION APPLIES
WHEN DAMAGED CONCRETE IS
ABOVE REINFORCEMENT
EXISTING CONCRETE
LIMIT OF CONCRETE REMOVAL
DETERIORATED CONCRETE
EXISTING REINFORCEMENT
(TYP)
1"
MIN
T
Y P
NOTE: THIS SECTION APPLIES WHEN
DAMAGED CONCRETE EXTENDS
BELOW REINFORCEMENT
SECTION A-AELEVATION
2"
MIN.
d/2
SOUND SURFACE
EXISTING
REINFORCEMENT
DETERIORATED CONCRETE
THE DIAMETER
OF REINFORCEMENT)
1. SQUARE OFF DETERIORATED CONCRETE TO SOUND CONCRETE WITH A SAWCUT OF
" MIN. THE CUT SHALL NOT
EXTEND TO THE DEPTH OF THE REINFORCEMENT STEEL.
2. REMOVE ALL LOOSE AND DELAMINATED CONCRETE TO PROVIDE A SOUND BOND BETWEEN EXISTING CONCRETE
AND PATCHING MATERIAL.
3. IF DETERIORATED CONCRETE EXTENDS 50% DIAMETRICALLY BEYOND THE PRIMARY REINFORCEMENT, REMOVE
THE CONCRETE AT LEAST 1" BELOW THE REINFORCEMENT OR UNTIL THE SOUND CONCRETE IS REACHED (SEE
2/S-502).
4. NEW REINFORCEMENT SHALL BE ADDED IF THE EXISTING REINFORCEMENT SHOWS MORE THAN 25% OF SECTION
LOSS.
5. APPLY AN EPOXY BONDING AGENT BETWEEN THE OLD AND THE NEW PATCHING MATERIAL PER MANUFACTURER
RECOMMENDATIONS.
6. APPLY A RAPID HARDENING CONCRETE PATCHING MATERIAL AS PER SPECIFICATIONS.
REINFORCED CONCRETE REPAIR NOTES:
REMOVE DETERIORATED CONCRETE
EXISTING MASONRY WALL
8'-0" LONG CRACK
NOTE: PATCH EXISTING CRACK WITH
APPROVED MATERIAL AS PER
SPECIFICATIONS.
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P H
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A D
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P H
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I O
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B U
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D I N
G
I N
T I N
G
P H
I L
A D
E L
P H
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A R
D
W A
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A
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A I L
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W A
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A I L
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F I N
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B U
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P H
I L A
D E
L P
H I A
Y M
P
G S
N D
J S
D A
N
N T
S
NTS
CONCRETE WALL REPAIR
NTS
EXISTING REINFORCEMENT DETAIL
NTS
MASONRY WALL REPAIR
A B
REPAIR PER DETAIL
1/S-501 OR 2/S-501
A
REPAIR PER DETAIL
1/S-501 OR 2/S-501
B C
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U S
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D I S
T R
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U R
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F A
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T E
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P H
I L
A D
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P H
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I S
I O
N
B U
I L
D I N
G
I N
T I N
G
P H
I L
A D
E L
P H
V
Y
Y
A R
D
R E
F E
R E
N C
E
P
H O
T O
S
R E
F E
R E
N C
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P
H O
T O
S d w g
F I N
J A
N
W
B U
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P H
I L A
D E
L P
H I A
Y M
N D
J S
D A
N
N T
S
NTS
CRACKS IN CONCRETE SLAB (TYP) TO BE SEALED-REPAIRED
NTS
THREADED BOLT INSERTS TO BE REMOVED AND PATCHED
NTS
CONCRETE SLAB DAMAGE TO BE REPAIRED ADJACENT TO COLUMN
REPAIR PER DETAIL
1/S-501 OR 2/S-501
A B
REPAIR PER DETAIL
1/S-502
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A T
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U S
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C
O R
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N G
I N
E E
R S
D I S
T R
I C
T
D W
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B
Y
R E
V I E
W E
D
B
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D E
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B
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P L O
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C A
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B
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PHILADELPHIA
S-504
N A
V A
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S
U R
F A
R
F A
N
T E
R
P H
I L
A D
E L
P H
V
I S
I O
N
B U
I L
D I N
G
I N
T I N
G
P H
I L
A D
E L
P H
V
Y
Y
A R
D
R E
F E
R E
N C
E
P
H O
T O
S
S
F
E R
E N
H O
T O
S d w g
F I N
J A
N
W
B U
B
P H
I L A
D E
L P
H I A
Y M
N D
J S
D A
N
N T
S
NTS
SPALLED CONCRETE SLAB TO BE REPAIRED
NTS
BASE COLUMN TO BE REPAIRED
NTS
STEEL RAILS TO BE PATCHED
NTS
SPALLS AND CRACKS NEAR JOINT TO BE REPAIRED
NTS
FLOOR TILES TO BE REMOVED
NTS
8'x1' SPALLED AREA TO BE REPAIRED
| Sheets and Views |
| G-001 COVER SHEET |
| G-002 PHASING PLAN |
| FLOOR PLAN |
| S-001 GENERAL INFORMATION SHEET |
| S-101 REPAIR PLAN |
| FLOOR PLAN |
| S-102 SAFETY STRIPING FLOOR PLAN |
| SAFETY STRIPING FLOOR PLAN |
| S-103 EXISTING RELATIVE FLOOR ELEVATIONS PLAN VIEW |
| ELEVATIONS NOTE |
| EXISTING RELATIVE FLOOR ELEVATIONS PLAN VIEW |
| S-501 REPAIR DETAILS |
| MAT REPAIR - SHALLOW |
| MAT REPAIR - DEEP |
| CONTROL JOINT REPAIR - SHALLOW |
| CONTROL JOINT REPAIR - DEEP |
| REPAIR TYPE 1 - ELEVATION VIEW |
| NEW SLAB SECTION |
| S-502 WALL REPAIR DETAILS |
| REPAIR TYPE 1 - ELEVATION VIEW |
| SECTION A DETAIL |
| MASONRY WALL REPAIR |
| S-503 REFERENCE PHOTOS |
| PHOTO |
| PHOTO(2) |
| PHOTO(3) |
| PHOTO(4) |
| PHOTO(5) |
| PHOTO(6) |
| S-504 REFERENCE PHOTOS |
| PHOTO |
| PHOTO(2) |
| PHOTO(3) |
| PHOTO(4) |
| PHOTO(5) |
| PHOTO(6) |
| 2019-01-15T13:09:53-0500 | |
| SCHWAIGER.ANDREW.J.1386616422 |
| 2019-01-15T13:07:42-0500 | |
| SONEJI.JITEN.K.1408319028 |
| 2019-01-24T11:46:02-0500 | |
| TRANCHIK.PETER.M.1031045050 |
File details come from the government source that posted it.