Title: Flooring Replacement - McGrath Elementary School / WPS

Agency: City of Worcester
State: Massachusetts
Type of Government: State & Local
NAICS Category:
  • 238330 - Flooring Contractors
Posted Date: Feb 9, 2024
Due Date: Mar 6, 2024
Solicitation No: 8142-W4
Bid Source: Please Login to View Page
Contact information: Please Login to View Page
Bid Documents: Please Login to View Page

Bid Number

8142-W4
Title
Flooring Replacement - McGrath Elementary School / WPS
Industry
Construction Services - Vertical
Open Date
02/09/2024
Close Date
03/06/2024 10:00 AM
Contact
Christopher Gagliastro, Purchasing Director
Comments

Scope: replacement of flooring at McGrath Elementary School as per plans and specifciations.

Estimated Cost: $ 155,000.00

DCAMM Certification Required: Floor Covering

Standard Form(s)
CORI Compliance.pdf
EPP Policy.pdf
MWBE Program.pdf
REAP Program.pdf
Wage Theft Prevention Certification.pdf
Bid Form(s)

8142-W4-FORM-149-Flooring-Replacement-McGrath-Elementary-WPS-12-12.pdf
8142-W4-Flooring-Replacement-McGrath-Bid-Specifications.pdf
8142-W4-Flooring-Replacement-McGrath-Drawings-Final.pdf
Plan Holder(s)*
Bid Results
Awardee(s)
× Christopher Gagliastro, Purchasing Director
Email: gagliastroc@worcesterma.gov
Phone: 508-799-1224
Fax: 508-799-1203

View Buyer's Commodities List

*APPLIES TO CONSTRUCTION BIDS ONLY - All City of Worcester bids are available for downloading from the City of Worcester website with no required registration process. As a result, the City accepts no responsibility for the accuracy of plan holder lists issued.

Attachment Preview

1
2
3
4
DRAWING LIST
GENERAL
G-001
G-002
G-003
COVER SHEET
SYMBOLS, ABBREVIATIONS, GENERAL NOTES
FIRST FLOOR OVERALL PLAN
ARCHITECTURAL
A-111
DEMOLITION & CONSTRUCTION PLAN
A-112
STRIPING PLAN
A-113
DETAILS
C
CODE REVIEW
MCGRATH ELEMENTARY SCHOOL
WORCESTER PUBLIC SCHOOL
REFERENCE CODES
THE REFERENCE OF THE CAFETORIUM FLOOR SHALL COMPLY
AND/OR CONFORM TO THE FOLLOWING CONSTRUCTION CODES,
SUPPLEMENTS, STANDARDS GUIDELINES, AND ALL STANDARDS
REFERENCED THEREIN:
· MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION (2015
INTERNATIONAL BUILDING CODE WITH MASSACHUSETTS
AMENDMENTS)
· MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION,
CHAPTER 34: EXISTING BUILDING CODE (2015 INTERNATIONAL
EXISTING BUILDING CODE WITH MASSACHUSETTS
AMENDMENTS).
CAFETERIA/ GYM FLOORING REPLACEMENT
493 GROVE STREET, WORCESTER, MA 01605
B
100% CONSTRUCTION DOCUMENTS
FEBRUARY 7, 2024
PROJECT SUMMARY
THE PROJECT CONSISTS OF REMOVING THE EXISTING RESILIENT
FLOORING & SCARIFYING THE EXISTING CONCRETE FLOORING 1"
IN DEPTH. SCARIFIED SLAB WILL BE INFILLED WITH 1" NEW
CONCRETE TOPPING AND FINISHED WITH RESILIENT ATHLETIC
FLOORING
BUILDING USE OCCUPANCY (MASSACHUSETTS STATE BUILDING
CODE, 9TH EDITION AND 2015 IEBC)
301.1.2 WORK AREA COMPLIANCE METHOD
503 ALTERATION - LEVEL 1 CONSTRUCTION SHALL BE CLASSIFIED
AS ALTERATION - LEVEL1
USE CLASSIFICATION:
E- EDUCATIONAL
CONTRUCTION TYPE:
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR
BUILDING ELEMENTS:
CONSTRUCTION TYPE (IIB). UNPROTECTED, NON-COMBUSTIBLE
(BASED ON FIELD OBSERVATIONS)
804 INTERIOR FLOOR FINISH
804.4.2 MINIMUM CRITICAL RADIANT FLUX - CLASS II
STAMP
CONSULTANT
ARCHITECT
HABEEB & ASSOCIATES
ARCHITECTS
150 LONGWATER DRIVE
NORWELL, MA 02061
100 GROVE STREET #303
WORCESTER, MA 01605
781.871.9804
A habeebarch.com
AWARDING AUTHORITY
CITY OF WORCESTER
PURCHASING DIVISION - ROOM 201
455 MAIN STREET
WORCESTER, MA 01608
1
2
LOCUS PLAN (NOT TO SCALE)
PROJECT
LOCATION
PROJECT NO: 2124.05
DATE:
02/07/24
SCALE:
AS NOTED
DRAWN BY: HM
CHECKED BY: MB
COVER SHEET
G-001
3
4
1
2
3
4
SYMBOLS:
SECTION:
FACE BRICK
MASONRY BLOCK
GYPSUM BOARD
C
INSULATION (BATT /
LOOSE FILL)
ACOUSTICAL TILE
GLAZED BRICK
METAL LATH & PLASTER
METAL STUD PARTITION
PLASTIC
CARPET & PAD
ABBREVIATIONS:
ROUGH LUMBER
ALUMINUM
ELEVATION:
GLASS (ELEVATION
INDICATION)
SHEET METAL (ELEVATION
INDICATION)
STEEL /OTHER METALS
CERAMIC TILE
HARDWOOD
BRICK (ELEVATION
INDICATION)
CERAMIC TILE (ELEVATION
INDICATION)
CONCRETE (ELEVATION
INDICATION)
MEDIUM DENSITY
FIBERBOARD
PLYWOOD
RIGID INSULATION
DRAWING SYMBOL:
XX
A-XXX
INDICATES WALL SECTION
NUMBER
(KEY ON PLANS AND ELEVATIONS) OFFICE
INDICATES SHEET NUMBER
100A
XX
A-XXX
1
INDICATES BUILDING SECTION
NUMBER
(KEY ON PLANS AND ELEVATIONS)
INDICATES SHEET NUMBER
INDICATES INTERIOR
ELEVATION NUMBER
M6.2
4 A-XXX 2
3
XX
A-XXX
INDICATES SHEET NUMBER
INDICATES EXTERIOR
ELEVATION NUMBER
INDICATES SHEET NUMBER
DETAIL REFERENCE NUMBER
1
A
100A
XX TYP
A-XXX
DETAIL REFERENCE TYPE
(IF APPLICABLE)
DETAIL REFERENCE SHEET
EARTH / COMPACT FILL
CONCRETE
B.O.D
EL. X'-XX"
INDICATES ELEVATION AFF
ALIGN
DENOTES ALIGNMENT OF
INDICATED SURFACES
1 KEYNOTE TAG
BL1
CW1
INDICATES ROOM NAME
DENOTES ROOM/AREA NUMBER
DENOTES SMALL ROOM WITHIN
MAIN ROOM/AREA
DENOTES FLOOR NUMBER/LEVEL
DENOTES TYPE OF PARTITION
PARTITION TYPE
DENOTES RATING OF PARTITION
CENTER LINE OF COLUMN GRIDS
COLUMN DESTINATION
DOOR NUMBER
CORRESPONDING TO ROOM
NUMBER
NEW DOOR
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE
DEMOLISHED
EXISTING WINDOW TO
BE DEMOLISHED
BORROWED LIGHT TYPE
CASEWORK TYPE
F
COMPRESSIBLE FILLER
S
SEALANT AND BACKER ROD
EXIT SIGNS
MATCH LINE
NORTH ARROW
GRAPHIC SCALE
1
INDICATES REVISION NUMBER
REVISION CLOUD
A1
DRAWING TITLE
SCALE: 1/8" = 1'-0" 0
4'
8'
16'
X'-XX"
DIMENSIONING LINE
GENERAL NOTES:
1. "N.I.C." IS NOTED ON ITEMS NOT IN THE
CONTRACT. "BY OWNER" AND/OR "OTHERS" ARE
NOTED ON ITEMS TO BE PROVIDED UNDER
SEPARATE CONTRACT BY THE TENANT.
2. WHERE A TYPICAL CONDITION IS DETAILED
AND/OR NOTED, IT SHALL BE UNDERSTOOD
THAT ALL LIKE OR SIMILAR CONDITIONS SHALL
BE THE SAME UNLESS SPECIFICALLY DETAILED
OR NOTED OTHERWISE.
3. DO NOT SCALE DRAWINGS. DIMENSIONS
SHALL TAKE PRECEDENCE OVER SCALE SHOWN
ON DRAWINGS. THE CONTRACTOR SHALL
REQUEST CLARIFICATION FROM THE
ARCHITECT OF ANY DIMENSIONAL
REQUIREMENT AS NECESSARY FOR THE
PROPER EXECUTION OF ANY AFFECTED WORK
PRIOR TO THE COMMENCEMENT OF SUCH
WORK.
4. THE TERM "AFFECTED WORK" AS USED IN
THESE GENERAL NOTES SHALL BE DEEMED TO
BE ANY REQUIREMENT OF THE CONSTRUCTION
DOCUMENTS AND SHALL BE FURTHER DEEMED
TO INCLUDE THE PROCUREMENT OF ANY AND
ALL MATERIALS, TOOLS, LABOR, ETC., AS
FURTHER DESCRIBED IN THE SPECIFICATIONS,
REQUIRED FOR THE EXECUTION OF SUCH
WORK.
5. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCY WITHIN THE CONTRACT
DOCUMENTS TO THE ARCHITECT FOR
CLARIFICATION AND/OR RESOLUTION PRIOR TO
THE COMMENCEMENT OF ANY AFFECTED WORK.
SUCH CLARIFICATION AND/OR RESOLUTION
SHALL BE PROVIDED BY THE ARCHITECT PRIOR
TO THE COMMENCEMENT OF ANY AFFECTED
WORK.
6. THE CONTRACTOR SHALL VERIFY ALL
EXISTING SITE, BUILDING, AND UTILITY
CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES BETWEEN SUCH EXISTING
CONDITIONS AND THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS TO THE ARCHITECT
FOR CLARIFICATION AND/OR RESOLUTION,
PRIOR TO THE COMMENCEMENT OF ANY
AFFECTED WORK. THE ARCHITECT SHALL
PROVIDE SUCH CLARIFICATION AND/OR
RESOLUTION PRIOR TO THE COMMENCEMENT
OF ANY AFFECTED WORK.
7. THE CONTRACTOR SHALL MOVE ALL
EXISTING FURNISHINGS IN WORK AREAS NOT
OTHERWISE SPECIFIED TO REMAIN IN PLACE TO
DESIGNATED SWING SPACE LOCATION ON SAME
FLOOR AS DIRECTED BY OWNER. FURNISHINGS
SHALL BE MOVED BACK TO ORIGINAL
LOCATIONS AS WORK IS COMPLETED. REFER TO
SPECIFICATIONS FOR INVENTORY OF EXISTING
FURNISHINGS.
STAMP
CONSULTANT
ACOUST. ACOUSTICAL
DN.
DOWN
G.S.U. GLAZED STRUCTURAL UNIT
NAT.
NATURAL
SLID.
SLIDING
A.D.
AREA DRAIN
DO.
DITTO (REPEAT)
GYP.
GYPSUM
N.C.
NONCORROSIVE
SPEC.
SPECIFICATIONS
ADJ.
ADJUSTABLE
D.O.
DOOR OPENING
G.W.B. GYPSUM WALLBOARD
N.I.C.
NOT IN CONTRACT
SQ.
SQUARE
AFF
ABOVE FINISHED FLOOR
DSP.
DISPENSER
NO./ #
NUMBER
STOR.
STORAGE
B
ALU.
ALUMINUM
ALUM. ALUMINUM
ANCH. ANCHOR
APPROX. APPROXIMATELY
@
AT
BD.
BKSP .
BKT.
BLDG.
BLK.
BLKG.
BM.
B.O.D.
BSMT.
BOARD
BACKSPALSH
BRACKET
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM OF DECK
BASEMENT
DWG. DRAWING
EA.
ED.
EDSP.
E.F.
E.J.
EL.
ELEC.
ELEV.
E.O.D.
EQ.
E.S.
E.T.R.
EXH.
EXIST.
EACH
EDUCATION
ENDSPLASH
EXHAUST FAN
EXPANSION JOINT
ELEVATION (GRADE)
ELECTRICAL
ELEVATION (FACADE)
EDGE OF DECK
EQUAL
EACH SIDE
EXISTING TO REMAIN
EXHAUST
EXISTING
H.C.
HD
HDWR.
H.M.
HORIZ.
H.P.
HR.
HT.
HVAC
HANDICAP
HIGH DENSITY
HARDWARE
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HEATING, VENTILATING
& AIR CONDITIONING
I.D.
IN.
IN.2
IN.3
INCAN.
INSIDE DIAMETER
INCH, INCHES
SQUARE INCHES
CUBIC INCHES
INCANDESCENT
NOM.
O.A.
O.C.
O.D.
O.H.
OPER.
OPNG.
OVHD.
OZ.
PARTN.
P.C.
PERIM.
PERP.
P.L.
PL.
NOMINAL
OVERALL
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
OPERATE
OPENING
OVERHEAD
OUNCE(S)
PARTITION
PRECAST CONCRETE
PERIMETER
PERPENDICULAR (TO)
PLASTIC LAMINATE
PLATE
S.T.
S.S.
STD.
STL.
STRUCT.
SUSP.
STRUCTURAL TUBE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SUSPENDED
T.
TBLE.
T.B.
T.C.
TEL.
TERR.
T&G
THK.
THRESH.
TREADS
TABLE
TACK BOARD
TERRA COTTA
TELEPHONE
TERRAZZO
TONGUE & GROOVE
THICKNESS
THRESHOLD
CG
CAB.
C.B.
CEM.
CORNER GUARD
CABINET
CHALK BOARD
CEMENT
EXP. JT.
EXP.
EXT.
EXTIN.
EXPANSION JOINT
EXPOSED
EXTERIOR
EXTINGUISHER
INFIL.
INSUL.
INT.
INV.
INFILTRATION
INSULATION
INTERIOR
INVERT
PLAS.
PLUMB.
PLYWD.
POL.
PLASTER
PLUMBING
PLYWOOD
POLISHED
TLT.
T.O.B.
T.O.C.
T.O.S.
TOILET
TOP OF BLOCKING
TOP OF CONCRETE
TOP OF STEEL
CER./C.T. CERAMIC TILE
F.C.P. FIBER CEMENT PANEL
JST.
JOIST
PR.
PAIR
T.O.W. TOP OF WALL
C.G.
CORNER GUARD
F.D.C. FIRE DEPT. CONNECTION
JT.
JOINT
PTD.
PAINTED
TYP.
TYPICAL
C.I.
CAST IRON
F.D.V. FIRE DEPT. VALVE
P.T.
PRESERVATIVE TREATED TWR.
TOWER
C.I.P.
C.J.
CLG.
CLKG.
CLR.
CLOS.
C.M.U.
C.O.
COL.
CAST IN PLACE
CONTROL JOINT
CEILING
CHALKING
CLEAR
CLOSET
CONC. MASONRY UNIT
CLEAR OPENING
COLUMN
F.D.V.C.
FB.
F.C.
F.D.
F.E.
F.E.C.
F.F.
F.H.
FIRE DEPT. VALVE CABINET
FLAT BAR
FIRE CODE
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
FACTORY FINISH
FLAT HEAD
LAM.
LB./ #
L.C.C.
L.D.P.
LGTH.
L.G.M.F.
L.O.W.
L.P.
LI.WT.
LAMINATED
POUND
LEAD COATED COPPER
LAMINATED DRYWALL PART.
LENGTH
LIGHT GAGE METAL FRAMING
LIMIT OF WORK
LOW POINT
LIGHT WEIGHT
Q.T.
QTY.
QUARRY TILE
QUANTITY
r.
R.
RAD. ENCL.
R.D.
REINF.
REFIG.
RADIUS
RISER
RADIATOR ENCLOSURE
ROOF DRAIN
REINFORCING
REFRIGERATOR
U.C.
U.L.
U.O.N.
U.P.R.
U.V.
V.C.
VENT.
VERT.
UNDERCUT
UNDERWRITERS LABORATORY
UNLESS OTHERWISE NOTED
UPPER
UNIT VENTILATOR
VINYL CLAD
VENTILATOR
VERTICAL
CONC. CONCRETE
F.H.C. FIRE HOSE CABINET
LVR.
LOUVER
REQD.
REQUIRED
VEST.
VESTIBULE
C.H.P.
CONC. HOUSEKEEPING PAD
FIN.
FINISH
A
COND. CONDITION
FL.
FLOOR
MACH.
MAS.
MACHINE
MASONRY
RESIL.
RET.
RESILIENT
RETAINING
V.P.
V.W.C.
VENT PIPE
VINYL WALL COVERING
CONST. CONSTRUCTION
FLASH. FLASHING
MAT.
MATERIAL
R.J.
RELIEVING JOINT
CONT. CONTINUOUS
FLUOR. FLUORESCENT
MAX.
MAXIMUM
RM.
ROOM
W.
WIDE, WIDE FLANGE
CONTR. CONTRACTOR
F.O.
FRAMED OPENING
M.B.
MARKER BOARD
R.O.
ROUGH OPENING
W/
WITH
CORR.
C.R.
CORRIDOR
COLD ROLLED
F.O.S.
F.P.
FACE OF STEEL/STUD
FIRE PROOFING
MECH. MECHANICAL
MEMBR. MEMBRANE
R.W.L.
RB.
RAIN WATER LEADER
RESILIENT BASE
W.C.
WD.
WATER CLOSET
WOOD
CRS.
COURSES
F.S.
FIRE SHIELD
M.D.
METAL DOOR
SC.
SCUPPER
W.D.
WINDOW DIMENSION
CSK.
COUNTERSINK
F.SZ. FULL SIZE
MFGR. MANUFACTURER
SAM
SELF ADHERED MEMBRANE W.I.
WROUGHT IRON
CTOP
CU.
COUNTERTOP
CUBIC
FT.
FEET/FOOT
FTR
FIN-TUBED RADIATOR
MIN.
MISC.
MINIMUM
MISCELLANEOUS
SCHED.
SECT.
SCHEDULE
SECTION
WIND.
W.B.
WINDOW
WHITE BOARD (MAKER BOARD)
C.U.H. CABINET UNIT HEATER
FUR.
FURRING
MLDG. MOLDING
S.F.
SMOKE FAN
W.O.
WINDOW OPENING
D.A.
DOUBLE ACTING
GA.
GAUGE
M.O.
MASONRY OPENING
SH.
SHELVES
W.P.
WATERPROOFING
D.A.F.S. DIRECT APPLIED FINISH
GALV. GALVANIZED
M.T.
METAL THRESHOLD
SHT.
SHEET
WT.
WEIGHT
SYSTEM
G.C.
GENERAL CONTRACTOR
MTD.
MOUNTED
S.I.G.S.
SILICON IMPREGNATED
W.W.M. WELDED WIRE MESH
DET.
DETAIL
GL.
GLASS
MTL.
METAL
GYPSUM SHEATHING
X
INDICATES TIMES OR BY
D.F.
DRINKING FOUNTAIN
GR.
GRADE
M.M.C. MISC. METAL CONTRACTOR
SIM.
SIMILAR
YD.
YARD
Z
ZEE (STRUCTURAL SHAPE)
1
2
CHAIN-LINK FENCE WITH GATE OUTDOOR
STORAGE AREA. COORDINATE
REQUIREMENTS WITH OWNER. SEE
SPECIFICATION SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS.
DO NOT BLOCK OFF VEHICULAR ACCESS TO
THE BACK OF THE BUILDING.
AREA OF WORK
GYMNASIUM ACCESS
1 AERIAL SITE PLAN (Not to Scale)
3
4
PROJECT NO: 2124.05
DATE:
02/07/24
SCALE:
AS NOTED
DRAWN BY: HM
CHECKED BY: MB
SYMBOLS,
ABBREVIATIONS,
GENERAL NOTES
G-002
1
2
3
4
C
STAMP
CLASSROOM
12
CORRIDOR
CLASSROOM
13
CLASSROOM
14A
CLASSROOM
14B
CLASSROOM
15
CORRIDOR
CLASSROOM
21
UP
STORAGE
21A
UP
STAGE / ART ROOM
STAGE
STORAGE
UP
1
A-111
2
A-111
CONSULTANT
BOYS 22A
GYM STORAGE
ROOM 24A
GIRLS
22B
GYMNASIUM
24
TEACHERS
B
STATION
ROOM 16
UP
PHYS ED
1C4DOMON AREA
PTO
CLASSROOM
11
UNEXCAVATED
CUST 14C
GIRLS
14B
UP
CORRIDOR
DF
CUST 27
KITCHEN
ROOM 26
CAFETERIA
EXTENT OF WORK
ROOM
11D
UP
CUST 11E
ROOM
27A
UP
STOR
25B
STOR
25A
A
1
1
FIRST FLOOR OVERALL PLAN
SCALE: 3/32" = 1'-0" 0
10" 21"
32"
2
3
PROJECT NO: 2124.05
DATE:
02/07/24
SCALE:
AS NOTED
DRAWN BY: HM
CHECKED BY: MB
FIRST FLOOR
OVERALL PLAN
G-003 TRUE NORTH
4
1
C
UP
STORAGE
21A
UP
GYM STORAGE
D1
B
PHYS ED
53'-103 8"
STAGE/ ART ROOM
STAGE
GYMNASIUM
24
D1
KITCHEN
CAFETERIA
D1
STOR
STOR
25A
25B
D1
A
8'-6"
61'-4"
EXISTING WATER HEATER -
PRESERVE AND PROTECT IN PLACE
1 FIRST FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
0
4'
8'
16'
1
2
STORAGE
UP
RE-INSTALL EXISTING
FOLDING ROOM DIVIDER
TO AFTER FLOORING
WORK COMPLETE.
ASSURE DIVIDER
FUNCTIONS PROPERLY.
D2
GYM STORAGE
2
A113
PHYS ED
D2
MOVE/ RELOCATE/ RE-INSTALL EXISTING
FOLDING ROOM DIVIDER TO REMOVE AND
REPLACE EXISTING FLOORING. PRESERVE
AND PROTECT TO PROPERLY FUNCTION
AFTER RE-INSTALLATION
KITCHEN
STOR
25B
STOR
25A
8'-6"
2
UP
STORAGE
21A
UP
2
A113
123
3
53'-10"
STAGE/ ART ROOM
STAGE
GYMNASIUM
12345
SEE A-112 FOR ENLARGED STRIPING PLAN
STORAGE
UP
3
A113
4
SELECTIVE DEMOLITION NOTES
1. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO
REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION.
2. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,
SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE
OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE
CONTRACTOR'S PROPERTY AND SHALL BE REMOVED LEGALLY FROM THE
SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION.
3. IF UNANTICIPATED EXISTING BUILDING ELEMENTS THAT CONFLICT
WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,
INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF THE CONFLICT.
PROMPTLY SUBMIT A WRITTEN REPORT TO THE ARCHITECT.
4. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER
REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR
UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR
ADJACENT STRUCTURES DURING SELECTIVE DEMOLITION. REPORT ANY
UNSAFE STRUCTURAL ISSUES TO THE ENGINEER FOR RESOLUTION PRIOR
TO PROCEEDING WITH THE WORK OR DURING THE WORK WHEN UNSAFE
STRUCTURAL CONDITIONS BECOME APPARENT.
5. MAINTAIN EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE AND
PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION
OPERATIONS.
6. UTILITY REQUIREMENTS: COORDINATE WITH MECHANICAL AND
ELECTRICAL WORK FOR SHUTTING OFF, DISCONNECTING, REMOVING, AND
SEALING OR CAPPING UTILITY SERVICES. DO NOT START SELECTIVE
DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE
BEEN COMPLETED AND VERIFIED IN WRITING.
7. COORDINATE WITH ELECTRICAL SUBCONTRACTOR WITH RESPECT TO
ELECTRICAL DEMOLITION AND DE-ENERGIZING OF PARTICULAR PORTIONS
OF THE BUILDING.
8. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF
ALL LIQUIDS (WITH THE EXCEPTION OF WASTE OIL AND RESIDUAL SLUDGES
WHICH MAY BE PRESENT IN EXISTING MECHANICAL PIPING), AND REFUSE,
BEFORE PROCEEDING WITH SELECTIVE DEMOLITION OPERATIONS.
9. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE
AND DAMAGE TO EXISTING BUILDING COMPONENTS AND FACILITIES TO
REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE
DEMOLITION AREA.
10. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES,
RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED.
11. ALL DEMOLITION ACTIVITIES WILL BE PERFORMED IN ACCORDANCE
WITH APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL
REGULATIONS, INCLUDING BUT NOT LIMITED TO MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION (MADEP) REGULATIONS
FOR SOLID WASTE MANAGEMENT, HAZARDOUS WASTE MANAGEMENT, AND
AIR QUALITY CONTROL, OSHA, MASS STATE BUILDING CODE.
12. VISUALLY INSPECT AREAS ABOVE CEILING WHERE WORK IS TO BE
PERFORMED TO VERIFY IF ANY UNANTICIPATED POTENTIALLY HAZARDOUS
MATERIALS EXIST COULD BE DISCOVERED, STOP WORK & NOTIFY
ARCHITECT.
13. NEATLY SAW CUT OPENINGS AND HOLES PLUMB SQUARE, AND TRUE
DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO
DAMAGED CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO
MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL
POWER TOOLS DESIGNED FOR SAWING ORT GRINDING, NOT HAMMERING
AND CHOPPING. TEMPORARILY COVER OPENING TO REMAIN.
STAMP
CONSULTANT
1
A113
1
A113
CAFETERIA
12345
3
A113
12
61'-4"
EXISTING WATER
HEATER - PRESERVE
AND PROTECT IN PLACE
2 FIRST FLOOR CONSTRUCTION PLAN
SCALE: 1/8" = 1'-0"
0
4'
8'
16'
3
DEMOLITION KEY NOTES
D1 REMOVE RUBBER FLOORING, WALL BASE, TRANSITION STRIPS
THROUGHOUT THE GYM, GYM STORAGE & STORAGE (25A) AND
DISPOSE OF MERCURY HAZARDOUS WASTE. SCARIFY EXISTING
CONRETE SLAB 1" IN DEPTH. REMOVE ALL EXISTING EMBEDDED
VOLLEYBALL ANCHORS. LEVEL AND PATCH EXISTING CONCRETE
SLAB AS REQUIRED FOR INSTALLATION OF NEW FLOORING.
D2 REMOVE EXISTING ALUMINUM THRESHOLDS AT EXTERIOR DOOR.
THRESHOLD TO BE REPLACED.
NEW WORK KEY NOTES
1 NEW SHEET RESILIENT ATHLETIC FLOORING AND 1" INFILL
CONCRETE TOPPING ON EXISTING CONCRETE SLAB.
2 NEW RUBBER BASE TO REPLACE EXISTING IN ROOM INDICATED.
3 PROVIDE NEW TRANSITION STRIPS AS REQUIRED AT ALL
INTERSECTIONS OF DISSIMILAR FLOORING MATERIALS
4 PROVIDE NEW ALUMINUM THRESHOLD TO MATCH EXISTING.
SET THRESHOLD IN SEALANT
5 ALIGN TOP OF EXISTING HAND-HOLES WITH TOP OF NEW FINISH
FLOOR.
FLOOR LEGEND:
NEW RESILIENT ATHLETIC FLOORING
REMOVE EXISTING RUBBER BASE TO
EXTENTS SHOWN ON PLAN. PROVIDE NEW
RUBBER BASE.
NEW RUBBER BASE
4
PROJECT NO: 2124.05
DATE:
02/07/24
SCALE:
AS NOTED
DRAWN BY: HM
CHECKED BY: MB
DEMOLITION &
CONSTRUCTION
PLAN
A-111 TRUE NORTH
1
C
B
2
6'-0" TO OUTSIDE EDGE
3
4
FLOORING LEGEND:
RESILIENT ATHLETIC FLOORING
FIELD COLOR - COLOR 1
RESILIENT ATHLETIC FLOORING
KEY AND CENTER COURT - COLOR 2
RESILIENT ATHLETIC FLOORING
STRIPING - COLOR 3
2" WIDE LINES U.N.O
STAMP
CONSULTANT
A
1 BASKETBALL COURT STRIPING PLAN
SCALE: 1/4" = 1'-0"
0
2'
4'
8'
12'-0"
39'-6"
42'-0"
CENTER/ ALIGN EXISTING
BASKETBALL STANDARDS WITH
COURT STRIPING LAYOUT, TYP.
1
2
3
PROJECT NO: 2124.05
DATE:
02/07/24
SCALE:
AS NOTED
DRAWN BY: HM
CHECKED BY: MB
STRIPING
PLAN
A-112 TRUE NORTH
4

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