1
3
2
5
4
6
3.
ALL DEMOLITION AND CONSTRUCTION DEBRIS INCLUDING EXCAVATED
SOIL SHALL BE REMOVED BY THE CONTRACTOR THROUGH AN
AUTHORIZED EPA WASTE CONTRACTOR.
4.
PREPARE A DEMOLITION WORK PLAN FOR REVIEW AND APPROVAL BY
THE OWNER. USE ONLY BUILDING ACCESS POINTS AND PASSAGES
THAT ARE APPROVED BY THE OWNER. PROTECT AND RESTORE ANY
DAMAGED FINISHES ALONG THE MATERIAL REMOVAL/ACCESS PATHS
TO THEIR ORIGINAL STATE AS ACCEPTABLE TO THE OWNER.
1.
REMOVE FLOOR FINISHES AND SAW CUT FLOOR SLAB TO MINIMIZE
DISTURBANCE TO ADJACENT SURFACES. PATCH ALL DISTURBED
SURFACES OF EXISTING FINISHES TO MATCH THE EXISTING
CONSTRUCTION. TRANSITION NEW PATCH INTO ORIGINAL SURFACE
NEATLY WITHOUT VISUAL IMPERFECTIONS.
2.
REFER TO FINISH SCHEDULE FOR ALL FINISHES AND MATERIALS.
3.
CONTRACTOR SHALL RECONSTRUCT, REPAIR OR REPLACE CEILINGS,
FLOORS OR WALLS THAT ARE DISTURBED ABOVE, BELOW OR AROUND
PROJECT AREA. ALL WORK SHALL MATCH EXISTING.
A-101
9
9.4
10
11
11.6
12
12.6
13
EXISTING FOOTING
EXISTING SLAB
14
F.F. ELEV. APPROX. 295'-0"
EXISTING FOOTING
D
STAIR
PROVIDE TEMPORARY
SHORING AS REQUIRED
SW
C
B
1
2
3
+/- 5'-5"
B.F.F
+/- 5'-0"
B.F.F
D
+/- 1'-3"
+/- 4'-0"
EXCAVATION
+/- 5'-10"
FOOTING
8
EXISTING FOOTING
APPROX. LOCATION OF
EXISTING FOOTING.
NOT SURVEYED.
A
APPROX. HIGH POINT OF PIPE
EXISTING FOOTING
MACHINE ROOM
Pittsburgh
p: 412.264.2800
DEMOLITION SHALL BE PERFORMED IN AN ORDERLY FASHION. ALL
NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT EXISTING
FACILITIES FROM DAMAGE DURING CONSTRUCTION.
Lititz
p: 717.626.6666
4
Mountaintop
p: 570.868.0275
2.
EXISTING COLUMN
D
Pottsville
p: 570.628.5655
THE OWNER RESERVES THE RIGHT TO SALVAGE ANY ITEMS
IDENTIFIED TO BE REMOVED. AT THE BEGINNING OF DEMOLITION
WORK THE OWNER'S REPRESENTATIVE SHALL IDENTIFY ALL ITEMS TO
BE SALVAGED.
Reading (Corporate Office)
201 Penn Street | P.O Box 32 | Reading, PA 19603-0032
p: 610.373.6667 | f: 610.373.7537
1.
1.800.825.1403
www.entecheng.com
13
APPROX. LOW POINT OF PIPE
164
FACULTY DINING
DO NOT EXCAVATE BELOW
162
ELEVATOR ROOM
NOTE: EXACT PIPE LOCATION TO BE VERIFIED.
REFER TO GENERAL NOTE 18 ON A-001.
163B
AB
EXISTING FOOTING
EXISTING FOOTING
1
D
C
2
3
2
B
B
2
3
1
2'
4'
8'
3
EXISTING FOOTING
A-101
EXISTING FOOTING
2
Scale: 1/4" = 1'-0".
0
FLOOR ELEVATION 295'-0"
3
SANITARY PIPE @ COLUMN LINE 13
A C
CULINARY STORAGE
D
B
B
DRY STORAGE
167A
AB
GENERAL SHEET NOTES
EXISTING COLUMN
A-101
1.
REFER TO A-001 FOR DELINEATION PLAN AND GENERAL INFORMATION.
2.
REFER TO P-101 FOR ADDITIONAL PLUMBING INFORMATION.
APPD
2
163A
CRS
HWH RM.
CRS
165
C
C
1
A
APPROX. LOCATION OF
EXISTING FOOTING.
NOT SURVEYED.
REMOVE EXISTING RUBBER TILE FLOORING AND RESILIENT BASE
THROUGHOUT ELEVATOR ROOM 163B AND STAIR SW. REMOVE
NEATLY ALONG TILE SEAM AT DOORS TO STAIR SW AND HWH ROOM
163A.
C.
SAW CUT AND REMOVE EXISTING FLOOR SLAB. TYPICAL OF AREA
INDICATED.
D.
EXCAVATE BELOW SLAB AS REQUIRED BY SCOPE OF PLUMBING WORK.
REFER TO DRAWINGS 2, 3 & 4/A-101 AND PLUMBING SERIES DRAWINGS
FOR ADDITIONAL INFORMATION.
APPROX. PIPE LOCATION AT
COLUMN LINE 12
DO NOT EXCAVATE BELOW
NOTE: EXACT PIPE LOCATION TO BE VERIFIED.
REFER TO GENERAL NOTE 18 ON A-001.
D
3
1
DEMOLITION AND NEW WORK PLAN - EXISTING FIRST FLOOR DRAINAGE PIPE
SANITARY PIPE @ COLUMN LINE B AND AB
Scale: 1/4" = 1'-0".
0
2'
4'
8'
Scale: 1/8" = 1'-0".
0
4'
8'
SHEET KEYNOTES
16'
B
A
FLOOR FINISH SCHEDULE
ROOM
NUMBER
SW
EXISTING EXTERIOR WALL
FLOOR
ROOM NAME
SYMBOL
MANUFACTURER
STYLE
SIZE
COLOR
MATL
FINISH
STAIR
CONC.
RUBBER TILE
RT-5
JOHNSONITE
RAISED SQUARE
24" x 24"
SQUASHED 165
ELEVATOR ROOM
CONC.
RUBBER TILE
RT-5
JOHNSONITE
RAISED SQUARE
24" x 24"
SQUASHED 165
KITCHEN
CONC.
QUARRY TILE
QT-1
DALTILE
QUARRY TILE
6" x 6"
RED BLAZE Q40
CULINARY STORAGE
CONC.
QUARRY TILE
QT-1
DALTILE
QUARRY TILE
6" x 6"
RED BLAZE Q40
1.
AFTER INSTALLATION OF NEW PLUMBING, INFILL TRENCH WITH NEW
COMPACTED PENNDOT 2A AGGREGATE FILL ENTIRE HEIGHT OF
TRENCH AND PREPARE FOR INSTALLATION OF NEW CONCRETE SLAB.
2.
PROVIDE NEW CONCRETE FLOOR PATCH IN AREA OF EXISTING SLAB
REMOVAL. REFER TO DETAILS THIS SHEET.
3.
INSTALL NEW FLOOR FINISH OVER NEW SLAB AS INDICATED ON FINISH
SCHEDULE. TYPICAL AREA INDICATED FOR FLOOR REMOVAL.
EXISTING SLAB
PROVIDE TEMPORARY
SHORING AS REQUIRED
F.F. ELEV. APPROX. 295'-0"
167A
NEW CONCRETE SLAB INFILL. MATCH
EXISTING SLAB THICKNESS. REFER
TO CONCRETE NOTES ON A-001.
NOTES:
NEW 6x6 - W2.9xW2.9 WWR
1. ALL NEW FINISHES SHALL MATCH EXISTING. CONTRACTOR TO VERIFY.
2. BLEND TILES TO MATCH EXISTING PATTERNS WHEN PLACING NEW TILES.
NEW FLOORING. VARIES.
REFER TO FINISH SCHEDULE.
BASE FINISH SCHEDULE
BASE
ROOM NAME
FINISH
SYMBOL
MANUFACTURER STYLE
SIZE
COLOR
EXISTING SLAB
EXISTING SLAB
DRAWING LEGEND
APPROX. LOCATION OF PIPE
AREA OF SLAB REMOVAL
AND SUB SLAB EXCAVATION
APPROX. LOCATION OF
EXISTING FOOTING.
NOT SURVEYED.
DOWEL NEW SLAB TO EXISTING WITH
12" LONG x 5/8" DIAMETER DOWELS AT
12" O.C. LOCATED AT CENTER OF SLAB.
ANCHOR DOWELS TO EXISTING
CONCRETE WITH HILTI HIT-HY200
ADHESIVE.
2" CLEAR
SAWCUT EXISTING SLAB
FULL DEPTH (TYP)
ROOM
NUMBER
EXISTING EXTERIOR
SIDEWALK
EXCAVATION
+/- 5'-10"
FOOTING
167
+/- 5'-8"
B.F.F
163B
NOTE: EXACT PIPE LOCATION TO BE VERIFIED.
REFER TO GENERAL NOTE 18 ON A-001.
4
SANITARY PIPE @ COLUMN LINE A
Scale: 1/4" = 1'-0".
0
2'
4'
AREA OF WORK
8'
NEW 10 MIL. POLYETHYLENE VAPOR
BARRIER. TAPE ALL SEAMS.
A
SW
163B
167
RUBBER
STAIR
ELEVATOR ROOM
RUBBER
RB-3
RB-3
JOHNSONITE
JOHNSONITE
COVE
COVE
4" H
4" H
KITCHEN
QUARRY TILE
QTB-1
DALTILE
COVE
5" H x 6" W
MATCH EXISTING
CULINARY STORAGE
QUARRY TILE
QTB-1
DALTILE
COVE
5" H x 6" W
MATCH EXISTING
AS NOTED
NEW COMPACTED PENNDOT 2A
AGGREGATE FILL. ENTIRE
HEIGHT OF TRENCH.
MATCH EXISTING
PREPARED BY:
JRM
CHECKED BY:
JDK
EXCAVATED TRENCH
APPROVED BY:
JDK
167A
PROJECT NO.
2335.03
DRAWING NO.
5
KEY PLAN
SLAB INFILL DETAIL
6"
A-101
NO SCALE
Scale: 1" = 1'-0".
0
1'
2'
Entech Engineering - Printed: Jun. 12, 2015 H:\0002335.03\04-CAD\SheetFiles\A-101.dwg
1
2
3
4
B
A
SCALE:
MATCH EXISTING
ISSUED FOR/REVISED
B.
REV.
APPROX. HIGH POINT OF PIPE
167
DATE
REMOVE EXISTING 6x6 QUARRY TILE FLOORING AND ANY ASSOCIATED
GROUT AND SETTING BED. REMOVE NEATLY ALONG GROUT JOINTS
DOWN TO EXISTING SLAB. TYPICAL OF AREA INDICATED FOR SLAB
REMOVAL PLUS A MINIMUM OF (2) TILE WIDTHS IN EACH DIRECTION.
CONTRACTOR SHALL PROTECT EXISTING FLOORING TO REMAIN
DURING COURSE OF CONSTRUCTION.
ISSUED FOR BIDDING
A.
0
DEMOLITION KEYNOTES
APPROX. LOCATION OF EXISTING
FOOTING. NOT SURVEYED.
KITCHEN
166
PROVIDE TEMP.
SHORING AS
REQUIRED
05-18-2015
+/- 5'-10"
FOOTING
+/- 2'-2"
+/- 4'-0"
EXCAVATION
1
SERVERY
+/- 5'-3"
ARCHITECTURAL
DEMOLITION AND NEW WORK PLAN, SCHEDULE, DETAILS & NOTES
C
06-11-2015
F.F. ELEV. APPROX. 295'-0"
KITCHEN SANITARY PIPE REPLACEMENT
167C
BLUE BELL, MONTGOMERY COUNTY, PENNSYLVANIA
RESTROOM
167B
MONTGOMERY CO. COMMUNITY COLLEGE
OFFICE
ISSUED FOR BIDDING
EXISTING SLAB
+/- 4'-8"
FOOTING
C
3
+/- 5'-5"
B.F.F
D
161
2
+/- 7'-1"
CAFETERIA
5
6