HomeMy WebLinkAboutSchoellkopf West Stands DemolitionN
PROJECT SCOPE
Ithaca, New York
Cornell University
DRAWING LIST
ELECTRICAL
T-001 TITLE SHEET
CD-100
ED-100
AREA OF WORK
West Stands Demolition Project
E-100
E-101
E-400
N
AREA OF WORK
SITE PLAN - WEST STANDS AND GARAGE GROUND FLOOR
T-001
FE DESIGN
jd
TITLE SHEET
LOCATION PLAN - WEST STANDS AND GARAGE GROUND FLOOR
CIVIL/STRUCTURAL Parking GaragePlaying FieldSchoellkopf West StandsC-100
WEST STANDS ELECTRICAL DEMOLITION PLAN
PARTIAL ONE-LINE DIAGRAM
PARKING GARAGE GROUND FLOOR KEY PLAN AND
WEST STANDS CONCOURSE NEW LIGHTING
DEAILS AND SCHEDULES
sediment protection, and safety/security fence.
structure, rest rooms, and storage rooms. Install storm drainage,
or relocate utilities as shown. Remove stadium seating, associated support
Deconstruct/demolish the Schoellkopf Stadium West Stands. Cut and cap,
SITE ACCESS ROUTE
PD-100
P-100
02 40 00 DEMOLITION
01 11 00 SUMMARY OF WORK
REFER TO SPECIFICATIONS:
PLUMBING
WEST STANDS PLUMBING DEMOLITION PLAN
DEMOLITION PLAN, SECTION AND CLARIFICATION
DRAINAGE PLAN AND SEDIMENT PROTECTION DETAILS
Facilities Engineering
Engineering
Environmental, Mechanical and Electrical
Architecture & Structural, Civil &
Humphreys Service Building; Ithaca, N.Y.
WEST STANDS PLUMBING DEMOLITION PLAN, DETAILS AND SECTIONS
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
2614
TENNIS BUILDING
2602B
SCHOELLKOPF MEMORIAL HALL
2626
SCHOELLKOPF FIELD
CAMPUS ROAD
HOY ROAD
2610
SQUASH COURTS
GRUMMAN
2610SQUASH COURTSGRUMMAN2602A
FACILITY
TEAM
VISITING
2603B
CRESCENT
SCHOELLKOPF
2608
STANDS
WEST
SCHOELLKOPF
2670
STANDS
FIELDS
HOY
2670B
DUGOUT
HOME
HOY
2614A
TENNIS SHED
STANDS
SCOREBOARD
ATHLETIC FIELD
FP
CB
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BOX
PRESS
SCHOELLKOPF
2776
GARAGE
HOY ROAD
CBCBUP
UP
UP
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
CONCOURSE CONCOURSE
CONCESSIONS CONCESSIONS CONCESSIONS
STORAGE
STORAGE
WOMENS
TOILET
MENS
TOILET
WOMENS
TOILET
MENS
TOILET
CHAIN LINK FENCE
(TYP. U.N.O.)
STORAGE (?)
STONE RETAINING WALL
TOP OF BANK
(VARIES)
1234567891011121314151617
WALL
STONE RETAINING
E EMECHROOM T1"W
1"WW1"W 1"W
2"W
E
INTERCOM&SPEAKER
E
E E E E
E
ELEC
VAULT
ABAND 10"XX ABAND 10"XX ABAND 10"XX
4"XX
8"XX8"XX8"XX8"XX
XX18"XXABAND 10"XXX 8"X8"X8"X8"XX XXPLAYING FIELD
RUNNING TRACK
PAVED RUNNING TRACK
PAVED
2
GENERAL DEMOLITION NOTES:
CD-100
R. CHIANG
CLLCLL
CLL
CLL
CLL
FOR DURATION OF PROJECT
OWNER TO CLOSE ACCESS FROM PARKING GARAGE
FOR DURATION OF PROJECT
OWNER TO CLOSE ACCESS FROM PARKING GARAGE
FOR DURATION OF PROJECT
OWNER TO CLOSE ACCESS FROM PARKING GARAGE
rhc
TYPICAL CROSS SECTIONPARKING GARAGEPEDESTRIAN CONCOURSE RUNNING TRACK
GABION WALL
PROTECT OR REMOVE AND REPLACE FENCE
ALONG EAST EDGE OF PEDESTRIAN CONCOURSE
AND ASSOCIATED BRACE FENCES
PROTECT CONCRETE SLABS
AND ASSOCIATED FACILITIES
DEMOLISH AND REMOVE REST ROOMS
AND ABANDON IN PLACE
CUT AND CAP UTILITIES AT MAINS
INCLUDING FLOOR SLABS (SOUTH REST ROOMS)
AND ASSOCIATED FACILITIES
DEMOLISH AND REMOVE REST ROOMS
AND ABANDON IN PLACE
CUT AND CAP UTILITIES AT MAINS
DEMOLITION NOTES:
8.0 DIMENSIONS ARE FROM CENTERLINE OF WALLS UNLESS OTHERWISE NOTED.
ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.
7.0 ALL WASTE MATERIAL SHALL BE DISPOSED OF IN A MANNER CONSISTANT WITH
RESPONSIBILITY TO PROVIDE COMPLETE AND FUNCTIONING ASSEMBLIES.
OF PARTICULAR PORTIONS OF THE WORK, IT IS THE CONTRACTOR’S
SPECIFICATIONS. ALTHOUGH THE DRAWINGS OFTEN SHOW SELECTED VIEWS
WORK, AS INDICATED BY THESE DRAWINGS AND ANY ACCOMPANYING
6.0 THE CONTRACTOR SHALL SUPPLY MATERIALS AND LABOR TO ACCOMPLISH THE
EXISTING SITE CONDITIONS WILL BE ACCOMMODATED BY NEW CONSTRUCTION.
WORKMANSHIP, AND SHALL BE PLUMB, TRUE, LEVEL, AND OR SQUARE.
5.0 THE WORK SHALL BE INSTALLED TO GENERALLY ACCEPTED STANDARDS OF
DEVICES AS NECESSARY.
OF ANY RAILINGS, BARRIERS, STEPS, SCAFFOLDING OR OTHER PROTECTIVE
OR VISITING THE SITE DURING CONSTRUCTION. THIS INCLUDES THE ERECTION
REQUIRED MEASURES TO INSURE THE SAFETY OF ALL PERSONS WORKING AT,
4.0 THE CONTRACTOR SHALL TAKE ALL NECESSARY, PRUDENT OR LEGALLY
5.0 ALL LOCAL TOWN AND MUNICIPALITY CODES
4.0 LIFE SAFETY CODE NFPA 101
3.0 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
2.0 NATIONAL ELECTRIC CODE
1.0 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE
ARE TO BE IN COMPLIANCE WITH, BUT NOT LIMITED TO THE FOLLOWING:
ARE TO BE THE STANDARD IN EFFECT AT THE DATE OF THIESE DRAWINGS AND
3.0 ALL REFERENCES TO CODES ON THE DRAWINGS OR IN THE SPECIFICATIONS
SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN.
2.3 WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS, AND THE
THE NOTES ATTACHED TO THE DRAWING, THE NOTES SHALL GOVERN.
2.2 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A DRAWING, AND
LARGER SCALE DRAWING SHALL GOVERN.
DRAWING, AND WHAT IS SHOWN ON A LARGER SCALE DRAWING, THE
2.1 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A SMALL SCALE
TO THE FOLLOWING HIERARCHY:
THE CONSTRUCTION DOCUMENTS, THEY SHALL BE INTERPRETED ACCORDING
MANAGER IN A TIMELY MANNER. IN THE CASE OF A MINOR CONFLICT WITHIN
CONSTRUCTION SITE, THE CONTRACTOR SHALL NOTIFY THE PROJECT
DRAWING OR SPECIFICATION, OR CONDITIONS DISCOVERED AT THE
DRAWING OR SPECIFICATION AND WHAT IS SHOWN IN ANOTHER PART OF THE
2.0 IF A CONFLICT IS NOTED BETWEEN WHAT IS SHOWN ON ONE PART OF A
BE DIRECTED TO THE PROJECT MANAGER RACHEL FIVES 607-254-4498.
REPRESENTATIVES ONLY. ANY QUESTIONS REGARDING THIS PROJECT SHOULD
1.0 THESE DRAWINGS ARE FOR USE BY CORNELL UNIVERSITY AND IT’S AUTHORIZED
DEMOLITION AND DRAINAGE PLAN N0 8 16 32
SCALE: 1/16"=1’-0"
1/16" = 1’-0"
REINFORCED BINDING & BRASS GROMMETS 24" O.C.
85% PRIVACY, KNITTED HDPE UV POLYETHYLENE,
WITH SAND BAG BALLAST AND BLACK VISUAL SCREEN
7’ CHAIN LINK FENCE MOUNTED ON STANCHIONS
PROTECT CONSTRUCTION SITE WITH
REINFORCED BINDING & BRASS GROMMETS 24" O.C.
85% PRIVACY, KNITTED HDPE UV POLYETHYLENE,
WITH SAND BAG BALLAST AND GREEN VISUAL SCREEN
7’ CHAIN LINK FENCE MOUNTED ON STANCHIONS
PROTECT CONSTRUCTION SITE WITH
PRESERVE FLOORS
AND ASSOCIATED FACILITIES
DEMOLISH AND REMOVE REST ROOMS
AND ABANDON IN PLACE
CUT AND CAP UTILITIES AT MAINS
PROTECT FLOORS
REMOVE STRUCTURES
CUT AND CAP UTILTIES AT MAINS
PROTECT FLOORS
DEMOLISH AND REMOVE STRUCTURES
RELOCATE UTILITIES PER ME PLANS
AND LOOSE OBJECTS UNDER THE STANDS
CONCESSION STRUCTURES, STORAGE ROOMS,
PEDESTRIAN SURFACES, STAIRS, SUPPORT STRUCTURE, REST ROOMS,
DECONSTRUCT/DEMOLISH HANDRAILS, BLEACHERS,
AND LOOSE OBJECTS UNDER THE STANDS
REST ROOMS, CONCESSION STRUCTURES, STORAGE ROOMS,
PEDESTRIAN SURFACES, STAIRS, SUPPORT STRUCTURE,
DECONSTRUCT/DEMOLISH HANDRAILS, BLEACHERS,
DEMO CLARIFICATION
CLARIFICATION
SECTION AND
DEMOLITION PLAN,
12.0 UPON COMPLETION OF DECONSTRUCTION/DEMOLITION: RELOCATE FENCE.
11.0 INSTALL POLYETHYLENE PLASTIC TARP OVER EXPOSED GROUND.
MATERIALS UNDER THE STANDS.
10.0 DEMOLISH AND REMOVE SITE ELEMENTS AS SHOWN AND ALL LOOSE
CONCESSION BUILDINGS AND STORAGE ROOMS.
STADIUM PEDESTRIAN SURFACES, SUPPORT STRUCTURES, REST ROOMS,
9.0 DECONSTRUCT/DEMOLISH HANDRAILS, SELECT FENCES, BLEACHERS,
8.0 CUT AND CAP, AND RELOCATE UTILITIES AS SHOWN.
7.0 CONSTRUCT DRAINAGE INTERCEPTOR TRENCHES.
6.0 INSTALL SEDIMENT PROTECTION FOR DRAIN INLET STRUCTURES.
5.0 INSTALL TEMPORARY SECURITY FENCE AROUND SITE DURING DEMOLTION.
4.0 PROTECT EXISTING FACILITIES AND UTILITIES TO REMAIN.
3.0 OBTAIN DEMOLITION PERMITS.
DEMOLITION PROJECT.
2.0 ASBESTOS ABATEMENT WILL BE ACCOMPLISHED BY OWNER PRIOR TO
1.0 COORDINATE DECONSTRUCTION/DEMOLITION WITH OWNER.
PROTECT COLUMNS AND STRUCTURE TO REMAIN
SCALE:
NOTES
SCALE:SCALE:
NONE NONE
1
3
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
CONCOURSE CONCOURSE
CONCESSIONS CONCESSIONS CONCESSIONS
STORAGE
STORAGE
WOMENS
TOILET
MENS
TOILET
WOMENS
TOILET
MENS
TOILET
CHAIN LINK FENCE
(TYP. U.N.O.)
STORAGE (?)
STONE RETAINING WALL
TOP OF BANK
(VARIES)
WALL
STONE RETAINING
E EMECHROOM T1"W
1"WW1"W 1"W
2"W
E
INTERCOM&SPEAKER
E
E E E E
E
ELEC
VAULT
ABAND 10"XX ABAND 10"XX ABAND 10"XX
4"XX
8"XX8"XX8"XX8"XX
XX18"XXABAND 10"XXX 8"X8"X8"X8"XX XXPLAYING FIELD
RUNNING TRACK
PAVED RUNNING TRACK
PAVED
CLLCLL
CLL
CLL
CLL
BALLAST WITH +/-6" SMOOTH STONES +/- 6’ O.C.
INSTALL 4 MIL POLYETHYLENE TARP
BALLAST WITH +/-6" SMOOTH STONES +/- 6’ O.C.
INSTALL 4 MIL POLYETHYLENE TARP
EXTEND TARP OVER EDGE OF GABIONS
PER DETAILS 1/CS-301, 3/CS-301
INSTALL SEDIMENT PROTECTION
EXCAVATE TO EXPOSE CATCHBASIN
REPLACE LID WITH INLET GRATE
PER DETAILS 1/CS-301, 3/CS-301
INSTALL SEDIMENT PROTECTION
EXCAVATE TO EXPOSE MANHOLE
DETAIL 2/CS-301
TIE INTO STORM DRAINAGE STRUCTURES
STORM DRAINAGE INTERCEPTOR TRENCH
DETAIL 2/CS-301
TIE INTO STORM DRAINAGE STRUCTURES
STORM DRAINAGE INTERCEPTOR TRENCH
TO SECURE ENTIRE PERIMETER OF SITE
INSTALL NEW FENCE TO FILL GAPS ON EAST SIDE OF CONCOURSE
RELOCATE CHAIN LINK FENCE TO WEST SIDE OF RUNNING TRACK
UPON COMPLETION OF STANDS DECONSTRUCTION/DEMOLITION,
TO SECURE ENTIRE PERIMETER OF SITE
INSTALL NEW FENCE TO FILL GAPS ON EAST SIDE OF CONCOURSE
RELOCATE CHAIN LINK FENCE TO WEST SIDE OF RUNNING TRACK
UPON COMPLETION OF STANDS DECONSTRUCTION/DEMOLITION,
C-100
R. CHIANG
rhc
STRUCTURE
DRAINAGE
EXISTING
12" BELOW EXISTING INLET RIM
EXCAVATE 8’ X 8’ PIT
NYSDOT 703.02 #1 STONE
DRAIN GRAVEL:
WITH CMU BLOCKS
RAISE LID AND COVER
NON-WOVEN FILTER FABRIC
SCALE: SCALE:
1
6"6"
6"
4"
4"
COMPACTED SUB-GRADE
UNDISTURBED OR
1’ Min.
6"
VARIES
@ 1.0% SLOPE
PERFORATED 4" HDPE PIPE
2-4" STONE
FILTER FABRIC
WRAP WITH NON-WOVEN
NYSDOT 703.02 #1 STONE
DRAIN GRAVEL:
2
NONE
SCALE:
NONE
STRUCTURE
DRAINAGE
EXISTING
WITH CMU BLOCKS
RAISE LID AND COVER
NYSDOT 703.02 #1 STONE
DRAIN GRAVEL:
NON-WOVEN FILTER FABRIC
12" BELOW EXISTING INLET RIM
EXCAVATE 8’ X 8’ PIT
STORM DRAINAGE INTERCEPTOR TRENCH DETAIL SEDIMENT PROTECTION PLANSEDIMENT PROTECTION SECTION
DEMOLITION AND DRAINAGE PLAN
0 8 16 32
SCALE: 1/16"=1’-0"N1/16" = 1’-0"
GROUT
INSERT 4" HDPE PIPE
CORE MANHOLE
DENOTES POLYETHYLENE TARP
TO SECURE ENTIRE PERIMETER OF SITE
INSTALL NEW FENCE TO FILL GAPS ON EAST SIDE OF CONCOURSE
RELOCATE CHAIN LINK FENCE TO WEST SIDE OF RUNNING TRACK
UPON COMPLETION OF STANDS DECONSTRUCTION/DEMOLITION,
DETAILS
SEDIMENT PROTECTION
AND
DRAINAGE PLAN
3
4
SCALE:
NONE
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
STAIR NO. 1STAIR NO. 2
F.D.F.D.
F.D.
F.D.F.D.F.D.F.D.
C.J.C.J.UPUPLP # 2 LP # 1STAIRS &EEVATOR TOPRESS BOXCONCOURSE
TREX COMPOSITE FAUX
WOOD PLANKS
CONCESSIONS CONCESSIONS
STORAGE
STORAGE
WOMENS
TOILET
MENS
TOILET
CHAIN LINK FENCE
(TYP. U.N.O.)
STORAGE (?)
STONE RETAINING WALL
OPEN
EXISTING
GROUND
TOP OF STONE WALL
CONC. PIER
FOUNDATION
FOR TRUSS (TYP.)
12345678
WALL
STONE RETAINING
(TYP.)
CENTERLINE TRUSS
LINE NS2
(EXPOSED) ALONG COL.
CONC. SPREAD FTGS.
(TYP.)
SLAB EDGE BEAM
CONC. COLUMNS &
JJJ
C
T
T
J
J
J J
SSF
F
F
F
HD
HD
T T T
PC
J
J
STAIR NO. 3STAIR NO. 4
F.D.F.D.
(FLOOR
DRAIN)
F.D.F.D.F.D.F.D.
CONCOURSE
SLAB
EXPANSION
JOINT
C.J.UPUPLP # 4
LP # 3 PARKINGGARAGECONCOURSE
CONC. STAIRS
& LANDINGPARKINGGARAGE CONCESSIONS CONCESSIONS
WOMENS
TOILET
MENS
TOILET
CHAIN LINK FENCE
(TYP. U.N.O.)
OPEN
EXISTING
GROUND
TOP OF BANK
(VARIES)
EXISTING
GROUND
STONE GABIONS
C.J.C.J.
CONC. COLUMN & SLAB
EDGE BEAM (TYP.)
91011121314151617
LANDING
CONC. STAIR
(TYP.)
CENTERLINE TRUSS
LINE NS2:
(EXPOSED) ALONG COL.
EX. CONC. SPREAD FTGS.
RAIL
STEEL PIPE
J
J
J
F
F
HD
HD
F
F
J
NOTESNSCALE:
1/8" = 1’-0"
NOTES
GENERAL DEMOLITION NOTES:
KEYED DEMOLITION NOTES:
1
2
1
ED-100
C. WAYMAN
jd
0 4 8 16
SCALE: 1/8"=1’-0"MATCH LINE "A"MATCH LINE "A"1" EMT
4"X4"
3" EMT (EMPTY)
1" EMT
12"X12"
FOR VENDING
(5) OUTLETS
FOR VENDING
(4) OUTLETS
1/2" EMT
4"X4"
(2) 3/4" EMT
3/4" EMT &
3/4" EMT TO LPC
(EMPTY)
1 1/2" EMT
(EMPTY)
3" EMT
DISCONNECTS
ABANDONED
LOADCENTER
(208V)
PANEL LPC
(480V)
PANEL HPC
XFMR
75 KVA
XFMR
75 KVA
200A LOADCENTER
3/4" EMT
SLAB FEEDS CONCOURSE LIGHT
TO STEEL - 3/4" EMT INTO CONC
SINGLE GANG BOX MOUNTED
1" EMT (EMPTY)2 1/2" EMT (EMPTY)
WEST STANDS ELECTRICAL DEMOLITION PLAN
PLAN
DEMOLITION
ELECTRICAL
WEST STANDS
SWITCHES.
SPORTS LIGHT
CONCOURSE
UNDERSIDE OF
3
4
5
6
7
8
9
J-BOX UNDER CONCOURSE.
CONCOURSE
UNDERSIDE OF
CONCOURSE
BELOW
66666
7 7
8
8
9
9
9 9
666
2
7
7
3
5
5
9
9
9 9
4
8
9
9
6
1
1
1
6
6
8
1
1
1
3
ELEC. JUNCTION BOX
10
ELEC. JUNCTION BOX10
10
11
11
12
13
14
14
13
12
GROUND LEVEL AND ABANDONED UNLESS NOTED OTHERWISE.
7.0 ANY CONDUIT TO BE REMOVED THAT IS UNDERGROUND SHALL BE CUT AT
SHALL BE RECONNECTED AND TESTED TO ENSURE PROPER OPERATION.
6.0 EXISTING EQUIPMENT AFFECTED BY REMOVALS AND INTENDED TO REMAIN
IN A WORKMAN LIKE AND APPROVED MANNER.
TO REMAIN AS INDICATED ON THE DRAWINGS. POWER SHALL BE TERMINATED
5.0 ALL POWER SOURCES SHALL BE REMOVED BACK TO SOURCE OR LAST DEVICE
SCHEDULES.
LABELLED SPARE AT SOURCE AND ON SWITCHBOARD/PANELBOARD
4.0 ALL FEEDER AND BRANCH CIRCUITS LEFT SPARE BY REMOVALS SHALL BE
INFORMATION AND COORDINATION ISSUES.
3.0 REFER TO CIVIL/STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION
2.0 FIELD VERIFY EXISTING CIRCUITS BEFORE COMMENCING REMOVALS.
SHALL VISIT EACH LOCATION TO DETERMINE THE ACTUAL DEMOLITION SCOPE.
1.0 THIS DEMOLITION DRAWING IS IN PART DIAGRAMMATIC AND THE CONTRACTOR
DRAWING REMOVAL KEYED NOTE INDICATOR
DRAWING CONSTRUCTION KEYED NOTE INDICATOR
EXISTING WORK TO REMAIN (GRAYSCALE)
REMOVAL WORK (DASHED)
NEW WORK (BOLD)
GENERAL ELECTRICAL SYMBOLS
15
15
15
OWNER.
STANDS AND WITHIN DEMOLITION AREA, COIL CABLES AND RETURN TO
DISCONNECT ALL COMMUNICATIONS CABLES FROM DEVICES BELOW
POWER CIRCUITS AS SHOWN ON SHEET E-100.
BOX. 12"X12" JUNCTION BOX TO REMAIN FOR REUSE. RECONNECT TO NEW
AND CONDUCTORS FROM 200AMP LOAD CENTER TO THE 12"X12" JUNCTION
DISCONNECT AND REMOVE POWER TO WATER PUMP. REMOVE CONDUIT
AT 12" ABOVE GRADE FOR FUTURE USE.
CUT AND CAP THE SIX (6) EXISTING 4" COMMUNICATION RACEWAY CONDUITS
NEW SWITCH LOCATION.
THE CONCOURSE. TAG THE CIRCUITS FOR REUSE TO BE EXTENDED TO THE
CONDUIT AND CONDUCTORS BACK TO THE JUNCTION BOX LOCATED UNDER
DISCONNECT AND REMOVE SWITCHES FOR FIELD LIGHTING. REMOVE
HAND HOLE.
THE GROUND AREA AROUND THE CONDUIT TO INSTALL A NEW 6"X8"X6"
GROUND LEVEL. SAVE CONDUCTORS AND TAG FOR REUSE. HAND DIG
LOAD CENTER. REMOVE THE EXPOSED CONDUIT RUNNING FROM BOX TO
CONDUIT AND POWER WIRING RUNNING FROM JUNCTION BOX TO THE
PLAY CLOCKS COMES FROM THE 200A LOAD CENTER. REMOVE THE
PLAY CLOCKS AND RETURN TO OWNER. THE 120V POWER SERVING THE
REMOVE JUNCTION BOX SERVING THE NORTH AND SOUTH END
BACK TO SOURCE. PROVIDE A CAP OVER THE EXPOSED CONDUIT.
ELECTRICAL CONTRACTOR TO TRACE AND REMOVE POWER CONDUCTORS
BOTTOM FED, ABANDONED ELECTRICAL JUNCTION BOX TO BE REMOVED.
DEVICES AND LIGHT FIXTURES AND ASSOCIATED CIRCUITS INSIDE BUILDING.
REMOVE CONDUIT AND CONDUCTORS TO BUILDING. REMOVE ALL POWER
DISCONNECT POWER TO TOILET ROOM/CONCESSIONS/STORAGE BUILDING.
GARAGE. COORDINATE ALL FIRE ALARM SYSTEM REMOVALS WITH SIMPLEX.
PANEL IN THE MAIN ELECTRICAL ROOM ON GROUND FLOOR OF PARKING
INDICATED. REMOVE CONDUIT AND CONDUCTORS BACK TO FIRE ALARM
DISCONNECT AND REMOVE EXISTING HEAT DETECTOR AT LOCATIONS
EXISTING TO REMAIN.
FIRE ALARM PULL STATION AND AUDIO/VISUAL NOTIFICATION DEVICES ARE
ARE FED FROM PANEL HEDP CIRCUIT #17 IN PARKING GARAGE.
FIXTURES ARE FED FROM PANEL HPC AND EMERGENCY/BACKUP FIXTURES
ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. NORMAL
DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES. REMOVE
REMOVE ASSOCIATED CONDUIT AND CONDUCTORS BACK TO THE SOURCE.
DISCONNECT AND REMOVE EXISTING DUPLEX RECEPTACLES.
NOT MOUNTED TO ANY WALL OR FLOOR.
ROOM. TRANSFORMERS ARE DISCONNECTED FROM ANY CONDUCTORS AND
REMOVE THREE (3) 50KVA DRY TYPE TRANSFORMERS FROM STORAGE
THE PVC TO REMAIN BACK TO MAIN SWITCHBOARD.
CAP THE PVC CONDUIT AT THE COLUMN BASE. PROVIDE PULL STRING IN
HPC TO COLUMN 8 UNDER CONCOURSE. REMOVE THE 6X6 WIREWAY AND
LABEL 175 AMP BREAKER #4 AS SPARE. REMOVE THE CONDUIT FROM PANEL
SWITCHBOARD (MSB) IN PARKING GARAGE MAIN ELECTRICAL ROOM AND
DISCONNECT AND REMOVE FEEDER FROM PANEL HPC BACK TO MAIN
"DANGER HIGH VOLTAGE".
DISCONNECT AND REMOVE EXISTING 3" EMPTY CONDUIT LABELED
CONDUCTORS BACK TO SOURCE.
DISCONNECT AND REMOVE EXISTING CONDUIT AND ASSOCIATED
BOX TO REMAIN
12"X12" JUNCTION
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
UPUPG01G0060G0003G0061G0004UPG01G01T T
T
T
NOTES
1
2
SCALE:
NOTES
KEYED CONSTRUCTION NOTES:
1
E-100
jd
H. TRAN
ABOVE GROUND.
LOCATION OF WEST STANDS
BOX ABOVE.
INDICATES PRESS
MAIN ELEC. RM.
PARKING GARAGE
STANDS.
PARKING GARAGE & WEST
CONTROL PANEL SERVING
EXISTING FIRE ALARM
MAIN SWITCHBOARD.
112.5 kVA TRANSFORMER
480V
PANEL HLGA
208V
PANEL LRGA
100A/3P 125A/3P
PANEL HPC
DIAGRAM
PARTIAL ONE-LINE
KEY PLAN AND
GROUND FLOOR
PARKING GARAGE
2
SCALE:
2
1/16" = 1’-0"
PARKING GARAGE GROUND FLOOR KEY PLAN
N
0 8 16 32
SCALE: 1/16"=1’-0"
NONE
PARTIAL ONE-LINE DIAGRAMS
150A/3P MCB
PANEL HPC
175A/3P
75 kVA
480V
208V
MCB
200A/3P
QO LOAD CENTER
75 kVA
480V
208V
MCB
250A/3P
PANEL LPC
WEST STANDS
WEST STAND REMOVAL ONE-LINE DIAGRAM
RM. G0060)
(PARKING GARAGE
MAIN SWITCHBOARD
480Y/277V
100A/3P
SPARE
175A/3P
75 kVA
480V
208V
MCB
225A/3P
PANEL LPC
RM. G0060)
(PARKING GARAGE
MAIN SWITCHBOARD
480Y/277V
100A/3P
SPARE
(3) 3 AWG & (1) 8 AWG GROUND IN 1-1/4" RMC
(3) 4/0 AWG & (1) 4 AWG GROUND IN 2-1/2" RMC
30A/3P
J
IN 3/4" RMC
(3) 10 AWG & (1) 10 AWG GRD.
20A/1P
WP
GFI
IN 3/4" RMC
(2) 12 AWG & (1) 12 AWG GRD.
20A/1P 20A/1P
H
HOLE
HAND
PC
CLOCK
PLAY
PC
CLOCK
PLAY
NEW WORK PARTIAL ONE-LINE DIAGRAM
TRANSFORMER
NEW 75 kVA
NEW PANEL LPC
IN 3/4" RMC
(1) 12 AWG GRD.
(2) 12 AWG &
BOX
FOR PRESS
WATER PUMP,
208Y/120V, 3 PHASE, 4 WIRE, 10 KAIC
IN 3/4" RMC
(1) 12 AWG GRD.
(2) 12 AWG &
3
4
PANEL HEDP
4
TANK
PRESSURE
PUMP
WATER
PRESS BOX
1
32
GENERAL INSTALLATION NOTES:
5
5
SHEET E-400.
PROVIDE SPARE BREAKERS AS SHOWN ON PANEL SCHEDULE ON
CIRCUIT INFORMATION.
FROM DEMOLITION. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL
PROVIDE POWER TO PRESS BOX WATER PUMP JUNCTION BOX SAVED
TO ONELINE DIAGRAM FOR ADDITIONAL CIRCUIT INFORMATION.
SPARE 100 AMP BREAKER IN SPACE VIA THE 75 KVA TRANSFORMER. REFER
PROVIDE POWER FEED TO PANEL LPC FROM THE MAIN SWITCHBOARD
AT NO HIGHER THAN 6’-7" FROM GROUND LEVEL.
STRUT. MOUNT PANEL BOARD WITH HIGHEST BREAKER HANDLE CENTERED
FASTENERS LOKBOLT ANCHOR. MOUNT PANELBOARD TO STEEL CHANNEL
ANCHORED TO CMU WALL. INSTALL CHANNEL WITH 1/2" POWERS
IN LOCATION SHOWN. PROVIDE 1-5/8" GALVANIZED STEEL CHANNEL STRUT
42 SPACE, SQUARE D NQ PANELBOARD "LPC" WITH NEMA 3R ENCLOSURE
PROVIDE NEW 208/120V, 3P, 4W, 225 AMP MAIN BREAKER, 10KAIC RATED,
TRANSFORMER MOUNTING DETAIL ON DRAWING E-400.
ABOVE GROUND TO BOTTOM OF TRANSFORMER ENCLOSURE. REFER TO
STRUT. MOUNT TRANSFORMER MINIMUM 3’ SOUTH OF COLUMN AT 3’-6"
ANCHORED TO CMU WALL. MOUNT TRANSFORMER TO STEEL CHANNEL
PROVIDE 1-5/8" GALVANIZED STEEL CHANNEL STRUT FOR TRANSFORMER
IMPEDANCE, DRY TYPE TRANSFORMER WITH NEMA 3R ENCLOSURE.
PROVIDE 480V PRIMARY, 208Y/120V SECONDARY, 75KVA, MINIMUM 4%
UNIVERSITY’S MECHANICAL SHOP, 255-8667.
COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL
INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBER.
NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES
LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT
12.0 PROVIDE A NEW TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD.
THERE SHALL BE NO MULTI-CIRCUIT NEUTRAL CONDUCTORS.
11.0 ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS.
FITTINGS AND SURFACE MOUNTED UNLESS NOTED OTHERWISE.
SHALL BE RIGID GALVANIZED METAL CONDUIT (RMC) WITH THREADED
10.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS
RESOLUTION BEFORE WORK PROCEEDS.
CONDITIONS SHALL BE BROUGHT TO CORNELL’S PROJECT MANAGER FOR
SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD
EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON
DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST
9.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE
SUPPORTED FROM THE BUILDING STRUCTURAL MEMBERS.
STRUCTURAL MEMBERS. ALL CONDUITS SHALL BE INDEPENDENTLY
8.0 ALL CONDUITS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO
MATERIALS IN A LAWFUL MANNER AND TO LEAVE SITE FREE OF ALL DEBRIS.
7.0 THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL WASTE
TRADES AND ASSIST IN SCHEDULING WITH ALL TRADES.
6.0 THE CONTRACTOR SHALL COORDINATE PROJECT WORK WITH ALL OTHER
ALL WIRING, IF SHORTED OR GROUNDED SHALL BE REPLACED.
EQUIPMENT, THE SYSTEM SHALL BE TESTED FOR SHORTS AND GROUNDS.
5.0 TESTING AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND
STANDARDS.
ELECTRICAL CODE (NEC), AND UNDERWRITERS LABORATORIES (UL)
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), NATIONAL
4.0 ALL PURCHASED EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE
CODES.
3.0 CLEARANCES AROUND EQUIPMENT SHALL CONFORM TO ALL APPLICABLE
WET AREAS.
90 DEGREE C, TYPE THHN/THWN FOR DRY AREAS AND XHHW/THWN FOR
2.0 ALL CONDUCTORS SHALL BE A MINIMUM 12AWG, STRANDED COPPER, 600VAC,
OF THE NATIONAL ELECTRICAL CODE.
1.0 ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
STAIR NO. 1STAIR NO. 2STAIR NO. 3STAIR NO. 4
F.D.F.D.
(FLOOR
DRAIN)
F.D.F.D.F.D.F.D.F.D.F.D.
F.D.
F.D.F.D.F.D.F.D.
CONCOURSE
SLAB
EXPANSION
JOINT
C.J.C.J.C.J.UPUPUPUPLP # 4
LP # 3
LP # 2 LP # 1STAIRS &EEVATOR TOPRESS BOXPARKINGGARAGECONCOURSE CONCOURSE
CONC. STAIRS
& LANDING
TREX COMPOSITE FAUX
WOOD PLANKSPARKINGGARAGECONCESSIONSCONCESSIONSCONCESSIONS
STORAGE
STORAGE
WOMENS
TOILET
MENS
TOILET
WOMENS
TOILET
MENS
TOILET
CHAIN LINK FENCE
(TYP. U.N.O.)
STORAGE (?)
CHAIN LINK FENCE
(TYP. U.N.O.)
STONE RETAINING WALL
OPEN
OPEN
EXISTING
GROUND
EXISTING
GROUND
TOP OF BANK
(VARIES)
TOP OF STONE WALL
EXISTING
GROUND
STONE GABIONS
C.J.C.J.
CONC. COLUMN & SLAB
EDGE BEAM (TYP.)
CONC. PIER
FOUNDATION
FOR TRUSS (TYP.)
1234567891011121314151617
WALL
STONE RETAINING
(TYP.)
CENTERLINE TRUSS
LANDING
CONC. STAIR
(TYP.)
CENTERLINE TRUSS
LINE NS2:
(EXPOSED) ALONG COL.
EX. CONC. SPREAD FTGS.
RAIL
STEEL PIPE
LINE NS2
(EXPOSED) ALONG COL.
CONC. SPREAD FTGS.
(TYP.)
SLAB EDGE BEAM
CONC. COLUMNS &
NOTES
1
SCALE:
NOTES
KEYED CONSTRUCTION NOTES:
1
E-101
jd
1/16" = 1’-0"
0 8 16 32
SCALE: 1/16"=1’-0"
H. TRAN
WEST STANDS NEW CONCOURSE LIGHTING
SCALE:
NONE
FIXTURE MOUNTING DETAIL2NOT USED
1 1/2"7 1/4"9 1/8"
PARKING GARAGE
PRECAST WALL ON
REVEAL
2
NEW LIGHTING
CONCOURSE
WEST STANDS7 1/4"JB
1 1 1 1 1 1 1
3
4
2
N
TYPICAL
CENTER OF COLUMNS.
MOUNT LUMINAIRES BETWEEN
TYPICAL
CENTER OF COLUMNS.
MOUNT LUMINAIRES BETWEEN
LOCATIONS.
E-100 FOR EQUIPMENT
LEVEL. REFER TO DRAWING
BELOW AT GROUND
ELECTRICAL ROOM
PARKING GARAGE MAIN
3
4
TO PANEL LPC
HEDP-17
5
5
GFI
6
6
6
AT GROUND LEVEL
ELECTRICAL ROOM BELOW
TO THE PARKING GARAGE STAIRWAYS AND ELEVATOR.
PROVIDE CONDUIT ROUTING UNDERNEATH OPENINGS IN CONCRETE WALL
COORDINATE EXACT EQUIPMENT LAYOUT WITH OWNER.
SPACE FOR 2 ADDITIONAL 12"x12" COMMUNICATION BOXES ON PLYWOOD.
PLYWOOD BACKBOARD IN ADDITION TO THE LIGHTING CONTROLS. ALLOW
COMMUNICATION EQUIPMENT IS TO BE RELOCATED BY OTHERS TO THE
UNDERSIDE OF CONCOURSE CONCRETE DECK.
BELOW GRADE TO PANEL LPC UNDER CONCOURSE. MOUNT CONDUIT TO THE
PROVIDE CONDUITS AND CONDUCTORS FROM HAND HOLE AT MINIMUM 6"
INSIDE HAND HOLE.
HOLE TO AVOID WATER INGRESS. PROVIDE BUSHING AT CONDUIT ENDS
GRAVEL UNDER HAND HOLE. STUB CONDUIT ABOVE THE BOTTOM OF HAND
DEMOLITION TO THE NEW CONDUCTORS. PROVIDE 6" OF COMPACTED
CONNECT EXISTING CONDUCTORS TO PLAY CLOCKS SAVED FROM
CONDUCTOR AND CONDUIT SIZES. PROVIDE WATERPROOF SPLICE TO
PROVIDE NEW CIRCUITS FROM PANEL LPC, REFER TO ONE-LINE FOR
PROVIDE 6"X8"X6" QUAZITE PC0608BG06 HAND HOLE ENCLOSURE OR EQUAL.
ENCLOSURE DOOR.
EXISTING SWITCH CONTROL DIAGRAM ON THE INSIDE OF THE NEW
SWITCH LABELED "7 - CRESCENT LIGHTING"). PROVIDE A COPY OF THE
(3 DOUBLE GANG SWITCHES LABELED 1&2, 3&4, 5&6 AND ONE SINGLE GANG
PROVIDE SWITCH GROUPING TO MATCH THE EXISTING CONFIGURATION
CONCRETE ANCHORS. FASTEN PLYWOOD TO STEEL CHANNEL STRUT.
LOCATE REINF. STEELWITH REBAR METER PRIOR TO INSTALLATION OF
TITEN HD, THREE PER LENGTH, 8" FROM EACH END AND ONE IN THE CENTER.
THE PARKING GARAGE WALL USING 1/2 INCH DIAMETER, 6 INCH LONG
MOUNT TWO- 4’ LENGTHS OF 1-5/8" GALVANIZED STEEL CHANNEL STRUT TO
STAINLESS STEEL BOX ON 4’X4’X3/4" PRESSURE TREATED PLYWOOD.
LOCATION. MOUNT SWITCHES INSIDE A LOCKABLE 12"X12"X6" NEMA 4X
SHEET ED-100 FOR JUNCTION BOX LOCATION) TO THE NEW SWITCH
TAGGED FOR REUSE IN THE JUNCTION BOX UNDER THE CONCOURSE(SEE
INDICATED. PROVIDE NEW #12 AWG CONDUCTORS FROM THE CIRCUITS
PROVIDE NEW SWITCHES FOR FIELD LIGHTING CONTROL IN LOCATION
"CONCOURSE LIGHTING".
ELECTRICAL ROOM TO FEED LIGHTING CIRCUIT. LABEL BREAKER
GND FROM BREAKER #17 PANEL HEDP IN PARKING GARAGE MAIN
REBAR METER PRIOR TO DRILLING. PROVIDE 2-#12 AND 1-#12
CONDUIT INTO LIGHT FIXTURE MOUNTING BOX. LOCATE REINF. STEEL WITH
GARAGE WALL TO LIGHT FIXTURES. DRILL THROUGH REVEAL TO PROVIDE
8’ FROM THE CONCOURSE FLOOR LEVEL. INSTALL CONDUIT INSIDE PARKING
IN LOCATIONS SHOWN. MOUNT FIXTURE ON THE CONCRETE REVEAL AT
(PART NO. WSTLED-2-10A700/40K-SR3-MVOLT-BBW)
PROVIDE LITHONIA LIGHT FIXTURE
WARNING:
IT IS A VIOLATION OF NEW YORK STATE LAW FOR
ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED ARCHITECT OR
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE
ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT HIS SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
CIVIL:
ELEC:
MECH:
ARCH:
REVISIONS:
DATE:
FACILITY:
DESIGN:
DRAWN:
15
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
16 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1516 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ARCHIVE BAR CODEIthaca, New YorkCORNELLUNIVERSITY
FO UN DED5681ADFacilities EngineeringCornell University2629
November 24, 2015
8506412 Schoellkopf West StandsWest Stands Demolition ProjectDATE: 11/24/2015 - ISSUE FOR CONSTRUCTION
1
SCALE: E-400
jd
NONE
X2
X1
X3
X0
H1
H2 H3
CONDUCTOR SIZES
SEE ONE-LINE FOR
NEUTRAL BUSGROUND BUSCONDUCTOR SIZES
SEE ONE-LINE FOR
EGC PER NEC TABLE 250.122.
BUS BAR ABOVE USING APPROPRIATELY SIZED
TO SOLID COPPER GROUNDING
BOND ALL EQUIPMENT CASES
NOTE:
SIZES
FOR CONDUCTOR
SEE ONE-LINE
H. TRAN
DETAILS AND SCHEDULES
SCHEDULES
AND
DETAILS
8 AWG CU
EGC
208Y/120V SECONDARY
480V DELTA PRIMARY -
TRANSFORMER
75 kVA
2 AWG CU
SBJ
PANEL LPC
CU
2 AWG
EBJ
CU
2 AWG
EBJ
2 AWG CU
GEC
UNDER CONCOURSE.
EXISTING GROUND RING
GROUNDING RING.
CONNECT GEC TO EXISTING
PROVIDE EXOTHERMIC WELD TO
TRANSFORMER GROUNDING DETAIL
UNDER WEST STANDS REMOVAL DETAIL
1
3
5
7
9
11
13
15
17
19
A
B
MOUNTING: SURFACE
C
A
B
C
A
B
C
A
VOLTAGE/PHASE: 208Y/120V, 3 PHASE, 4-WIRE
16
2
4
6
8
10
12
14
18
20
POLESTYPEAMPS LOAD PHCKTDESCRIPTION LOAD POLES AMPS TYPE DESCRIPTION CKT
PANEL A.I.C. RATING: 10,000A
BUS RATING: 225A MCB
1
1
CIRCUIT BREAKER TYPES:
TM - THERMAL MAGNETIC
ST - SHUNT TRIP
AFI - ARC FAULT CIRCUIT INTERRUPTER
SPARE
20A
20A
20A 1 540
20A 1
20A 1
20A 1
20A 1 0
SPARE 20A 1 0
SPACE 0
0
2484
2484 3 30A
1 20A
1 20A
1 20A
1 20A
0
0
0
0
SPARE
SPARE
SPACE
TOTAL DEMAND LOAD: 6,475-VA
FEEDER: SEE ONE-LINE
GFI - GROUND FAULT CIRCUIT INTERRUPTER
GFI
NEW PANEL LPC
PANEL SCHEDULE
WATER PUMP
PRESS BOX
PLAY CLOCK - NORTH
PLAY CLOCK - SOUTH
RECEPT CONCOURSE
CONNECTOR
CLOSED ANGLE
CONNECTOR
GUSSET
GROUND
TRANSFORMER MOUNTING DETAIL
SPARE
SPARE
SPARE
B
C
A
B
C
A
B
C
A
SPACE 0
SPACE 0
0
0
0
0
0
0
SPACE
SPACE
SPACE
21
23
25
27
29
31
33
35
37
C
A
0
0
0
0
39
41
22
24
26
28
30
32
34
36
38
40
42
2484
SPARE
SPARE
SPARE
GFI
GFI
20A1
50
50
0
0
0 0
0
0TM
TM
TM
TM
TM
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
0
0
0
0
0
0
0
0
0
0
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
TOTAL CONNECTED LOAD: 8,092-VA
LOCATION: UNDER CONCOURSE/PARKING GARAGE WALL
NOT USED
BREAKER.
CIRCUIT
MAIN
225A
TRANSFORMER
NEW 75 kVA
CMU WALL
EXISTING 8"4"4"8"4"4"MIN. EDGE DISTANCE 4" (4 PER BRACKET)
BY POWERS. MIN. EMBEDMENT 1-1/2".
1/2" DIA. LOK BOLT AS (TYPE 340 STAINLESS)
TM
TM
TM
TM
TM
TM
ON THE EAST SIDE OF THE FIELD.
ARE ROUTED TO THE JUNCTION BOXES
SAVED FOR FUTURE USE. CONDUITS
(6) 4" CONDUITS TO BE CAPPED AND
COIL AND RETURN TO OWNER.
BY OTHERS. REMOVE CABLES,
CIRCUITS TO BE RELOCATED
COMMUNICATION CONDUIT AND
OWNER.
SALVAGE AND RETURN TO
BE RELOCATED BY OTHERS.
DAKTRONICS ENCLOSURES TO
COIL AND RETURN TO OWNER.
BY OTHERS. DISCONNECT CABLES,
JUNCTION BOX TO BE RELOCATED
COMMUNICATION CIRCUITS AND
RACEWAYS FOR FUTURE USE.
INSTALLATION). PROTECT
(LOCATION OF HAND HOLE
PLAY CLOCK POWER CIRCUITS
BKR #4 IN PARKING GARAGE
FED FROM: MAIN SWITCHBOARD
OF SUPPORT FRAME.
2, 1 FOR EACH SIDE
STRUT. TYPICAL OF
STEEL CHANEL
1-5/8" GALVANIZED
OF SUPPORT FRAME.
2, 1 FOR EACH SIDE
STRUT. TYPICAL OF
STEEL CHANNEL
1-5/8" GALVANIZED
FRAME.
SIDE OF SUPPORT
CONNECT EACH
CROSS BRACES TO
STRUT. PROVIDE
STEEL CHANNEL
1-5/8" GALVANIZED
CONNECTORS.
TO FRAME. TYPICAL OF ALL
BOLTS AND CHANNEL NUTS TO FASTEN
PROVIDE 1/2’ GALVANIZED STRUT
CLOSED ANGLE CONNECTOR.
Cornell University
Lead-Based Paint Survey Report
Performed for the
Schoellkopf Field West Stands (2608) Demolition Project
Cornell University Ithaca, New York Campus
Prepared for:
Mr. Dale Houseknecht, Asbestos Project Coordinator
Cornell University Maintenance Management
116 Humphreys Service Building, Ithaca, NY 14853
Prepared by:
860 Hooper Road
Endwell, NY 13760
Tel: 607-231-6600 Fax: 607-231-6640
www.deltaengineers.com
Delta Project No. 2015.030.223
Cornell Work Order No. 8368310
Field work performed by: Michael Staudt: September 17th, 2015
Report prepared by: Michael Staudt
Report reviewed by: Stephen Prislupsky
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
EXECUTIVE SUMMARY
Delta Engineers, Architects, & Land Surveyors (Delta) was contracted by Cornell University,
to provide a lead paint survey at the Schoellkopf Field West Stands (Building Code 2608)
located on the Cornell Ithaca, New York Campus. The survey is being performed in support
of the upcoming West Stands Demolition Project. All painted surfaces and components
associated with the Demolition Project that were both visibly and physically accessible were
sampled. Delta EPA/NYS Certified Lead Paint Inspector Michael Staudt conducted the XRF
Lead Based Paint Survey on September 17th, 2015. Representative XRF sampling following
HUD Protocol was performed in the proposed demolition areas only.
Delta took one hundred – eight (108) assays (including 3 “pre” and 3 “post” calibration
assays) of observed painted surfaces and components utilizing the XRF analyzer to
determine the presence of lead-based paint at the building. This Lead Paint Survey was
limited to accessible West Stands demolition areas only.
AP PLICABLE STANDARDS/GUIDELINES:
The standards used to identify lead-based paint for this survey were taken from the OSHA
1926.62 (Lead) Standard, modification of the guidelines established by the U.S. Department
of Housing and Urban Development (HUD) as well as New York State regulations.
Occupational Safety and Health Administration (OSHA)
On May 4, 1993, OSHA promulgated the Lead Exposure in Construction Rule and codified
the regulation in Title 29, CFR, Part 1926.62. This particular regulation applies to all
construction activities involving potential lead exposures. This regulation define s construction
work as “work for construction, alteration, and/or repair including painting and decorating”. It
further states “the standard for the construction industry applies to all occupational exposure
to lead in all construction work in which lead, in any amount, is present in an occupationally
related context where the source of the lead is employment related, all exposure to lead is
covered by the standard.”
U.S. Department of Housing and Urban Development (HUD)
The U.S. Department of Housing and Urban Development (HUD) defines the action level for
lead-based paint as a lead content equal to or greater than 1.0 milligrams of lead per square
centimeter of painted surface (> 1.0 mg Pb/cm2) when measured with an XRF analyzer, or
0.5 percent by weight when chemically tested. This definition is described in the HUD "Lead -
Based Paint: Interim Guidelines for Hazard Identification and Abatement in Public and Indian
Housing, September 1990."
New York State
The State of New York's definition of the action level for lead-based paint is consistent with
the level established by HUD. The State is in the process of adopting LBP regulations which
are based on the HUD guidelines and currently enforces only licensing/certification
requirements.
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
SAMPLING METHODS/PROCEDURES:
Delta performed sampling utilizing a RMD LPA-1 XRF Lead Paint Analyzer. The Lead Paint
Analyzer is a state-of-the-art XRF spectrum analyzing system for the quantitative
measurement of lead in paint on any surface. The LPA - 1 Analyzer uses a Co-57 radioactive
source and an advanced, solid-state, room temperature, radiation detector to generate and
detect the x-ray fluorescence spectrum of a painted surface. The x-ray fluorescence
properties are determined through calibration process and are used for automatic substrate
correction and calculation of the lead content of a painted surface. The RMD XRF Lead Paint
Analyzer is operated with guidance from the Performance Characteristic Sheet 1 developed
by QuanTech, Inc. under a contract from the U.S. Department of Housing and Urb an
Development (HUD). The instrument has an action level of 1.0 mg/cm 2 with results at or
above this value classified as Lead-Based Paint as per the applicable HUD and NYS
regulations referenced above. Results reported as greater than 0.0 mg/cm2 are considered
Lead-Containing Paint as per the OSHA standards.
RESULTS
Delta took one hundred - two (102) individual assays of painted surfaces and components
associated with the Cornell University’s Schoellkopf West Stands (Bldg. 2608), of which
three (3) were reported as being lead-containing paint as per the OSHA “> 0.0 mg/cm 2 and <
1.0 mg/cm2” criteria. Three (3) were positive for the presence of lead as per the NYS and
HUD >/= 1.0 mg/cm2 Criteria referenced above for Lead. The remaining ninety-six (96)
assays were reported as being less than or equal to 0.0 mg/cm2. As defined by Industry
guidelines, for purposes of identifying/locating the various surfaces and components included
in this survey, the wall in which one enters a room is referenced as “Wall A”, with Wall B
immediately to the left of “A” and Walls C and D continuing clockwise around the room.
Appendix A includes the Overall XRF Lead Paint Report Form listing all individual assay
results, sampling locations and details. Appendix B includes the XRF Lead Paint Report
Form listing all individual assay results reported as falling within the OSHA Lead-Containing
Paint Criteria. Appendix C includes the XRF Lead Paint Report Form listing all individual
assay results reported as falling within the NYS/HUD Lead-Based Paint Criteria. Appendix D
includes a Drawing of the Stands. Appendix E includes Company and Personnel license and
certification paperwork.
1-HUD has determined that the PCS information is acceptable when used in conjunction with Chapter 7, Lead Based Paint
Inspection of HUD’s Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing.
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX A
Schoellkopf West Stands (Bldg. 2608) XRF Lead Paint Survey Report
Overall XRF Lead Paint Report Form
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
1 Calibration 1.0
2 Calibration 1.0
3 Calibration 1.0
4
Schoellkopf
West Stands - 2608
Men's Room
1 Grd A Wall White CMU < / = 0.0
5
Schoellkopf
West Stands - 2608
Men's Room
1 Grd A Door White Metal < / = 0.0
6
Schoellkopf
West Stands - 2608
Men's Room
1 Grd A Door Frame White Metal < / = 0.0
7
Schoellkopf
West Stands - 2608
Men's Room
1 Grd B Wall White CMU < / = 0.0
8
Schoellkopf
West Stands - 2608
Men's Room
1 Grd C Wall White CMU < / = 0.0
9
Schoellkopf
West Stands - 2608
Men's Room
1 Grd D Wall White CMU < / = 0.0
10
Schoellkopf
West Stands - 2608
Men's Room
1 Grd Pipe White Metal < / = 0.0
11
Schoellkopf
West Stands - 2608
Men's Room
1 Grd Conduit White Metal < / = 0.0
12
Schoellkopf
West Stands - 2608
Men's Room
1 Grd Floor Gray Concrete < / = 0.0
13
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd A Wall White CMU < / = 0.0
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 1 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
14
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd A Door White Metal < / = 0.0
15
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd A Door Frame White Metal < / = 0.0
16
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd B Wall White CMU < / = 0.0
17
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd C Wall White CMU < / = 0.0
18
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd D Wall White CMU < / = 0.0
19
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd Pipe White Metal < / = 0.0
20
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd Conduit White Metal < / = 0.0
21
Schoellkopf
West Stands - 2608
Women's
Room 1 Grd Floor Gray Concrete < / = 0.0
22
Schoellkopf
West Stands - 2608
Women's
Room 1 Ext A Door Red Metal < / = 0.0
23
Schoellkopf
West Stands - 2608
Women's
Room 1 Ext A Door Frame Red Metal < / = 0.0
24
Schoellkopf
West Stands - 2608
Women's
Room 1 Ext A Fascia Red Metal < / = 0.0
25
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Floor White Concrete < / = 0.0
26
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Floor Stringer (end of
bleacher)White Metal < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 2 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
27
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Lower Fence Railing White Metal < / = 0.0
28
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Lower Fence Railing White Metal < / = 0.0
29
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Upper Fence Black Metal < / = 0.0
30
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Upper Fence Post Black Metal < / = 0.0
31
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Sound Box Railing Gray Wood < / = 0.0
32
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Sound Box Platform Gray Wood < / = 0.0
33
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Sound Box Platform
Support Gray Wood < / = 0.0
34
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Stair Riser Red Metal < / = 0.0
35
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Stair Stringer Red Metal < / = 0.0
36
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Stair Handrail Red Metal < / = 0.0
37
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Stair Post Red Metal < / = 0.0
38
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Lower Wall
(Field Side)White Metal 0.5
39
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Lower Wall Door
(Field Side)White Metal 0.3
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 3 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
40
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd Seat Supports White Metal < / = 0.0
41
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd Main Angled I-Beam Gray Metal < / = 0.0
42
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd Horizontal I-Beam Gray Metal < / = 0.0
43
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd Vertical Support Beam Gray Metal < / = 0.0
44
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd Vertical Support Beam Red Metal < / = 0.0
45
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd Main Vertical I-Beam Gray Metal < / = 0.0
46
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd
Main Vertical I-Beam
Base Red Metal < / = 0.0
47
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd
Main Vertical I-Beam
Base Gray Metal < / = 0.0
48
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd
Underside of Bleacher
Floor Gray Metal < / = 0.0
49
Schoellkopf
West Stands - 2608
Bleachers
Bottom Side Grd
Underside of Bleacher
Floor Support Brace Gray Wood < / = 0.0
50
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd A Wall Gray Wood < / = 0.0
51
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd A Wall Red Wood < / = 0.0
52
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd A Window Trim Gray Wood < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 4 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
53
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd A Window Trim Red Wood < / = 0.0
54
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd A Window Sill Gray Wood < / = 0.0
55
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd B Corner Molding White Wood < / = 0.0
56
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd B Rolling Window Gray Metal < / = 0.0
57
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd B Wall Gray Wood < / = 0.0
58
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd D Wall Gray Wood < / = 0.0
59
Schoellkopf
West Stands - 2608
Concessions
Exterior Grd D Fascia Red Wood < / = 0.0
60
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Wall Gray Drywall < / = 0.0
61
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Door Gray Wood < / = 0.0
62
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Door Frame Gray Wood < / = 0.0
63
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Window Gray Wood < / = 0.0
64
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Window Frame Gray Wood < / = 0.0
65
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Window Trim Gray Wood < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 5 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
66
Schoellkopf
West Stands - 2608
Concessions
Interior Grd A Rolling Window Gray Metal < / = 0.0
67
Schoellkopf
West Stands - 2608
Concessions
Interior Grd B Wall Gray Drywall < / = 0.0
68
Schoellkopf
West Stands - 2608
Concessions
Interior Grd C Wall Gray Drywall < / = 0.0
69
Schoellkopf
West Stands - 2608
Concessions
Interior Grd D Wall Gray Drywall < / = 0.0
70
Schoellkopf
West Stands - 2608
Concessions
Interior Grd Ceiling Gray Drywall < / = 0.0
71
Schoellkopf
West Stands - 2608
Concessions
Interior Grd Vertical Support Beam Gray Metal < / = 0.0
72
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd A Wall White CMU < / = 0.0
73
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd A Door Red Metal < / = 0.0
74
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd A Door Frame Red Metal < / = 0.0
75
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd A Door Header Red Metal < / = 0.0
76
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd B Wall White CMU < / = 0.0
77
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd C Wall White CMU < / = 0.0
78
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd D Wall White CMU < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 6 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
79
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd Pipe White Metal < / = 0.0
80
Schoellkopf
West Stands - 2608
Women's
Room 2 Grd Ceiling White Metal < / = 0.0
81
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Wall White CMU < / = 0.0
82
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Red Wood < / = 0.0
83
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Frame Red Wood 2.3
84
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Trim Red Wood 2.0
85
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Stop Red Wood 2.4
86
Schoellkopf
West Stands - 2608
Men's Room
2 Grd B Wall White CMU < / = 0.0
87
Schoellkopf
West Stands - 2608
Men's Room
2 Grd C Wall White CMU < / = 0.0
88
Schoellkopf
West Stands - 2608
Men's Room
2 Grd D Wall White CMU < / = 0.0
89
Schoellkopf
West Stands - 2608
Men's Room
2 Grd Pipe White Metal < / = 0.0
90
Schoellkopf
West Stands - 2608
Men's Room
2 Grd Ceiling White Metal < / = 0.0
91
Schoellkopf
West Stands - 2608
Men's Room
2 Grd Ceiling White Metal < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 7 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
92
Schoellkopf
West Stands - 2608
Men's Room
2 Grd Floor Gray Concrete < / = 0.0
93
Schoellkopf
West Stands - 2608
Electrical
Room Grd A Transite Panel Frame Black Metal < / = 0.0
94
Schoellkopf
West Stands - 2608
Electrical
Room Grd D Transite Panel Frame Black Metal < / = 0.0
95
Schoellkopf
West Stands - 2608
Electrical
Room Grd Ceiling Frame Black Metal < / = 0.0
96
Schoellkopf
West Stands - 2608
Electrical
Room Grd Floor Gray Concrete < / = 0.0
97
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Door Frame Green Wood < / = 0.0
98
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Door Trim Green Wood < / = 0.0
99
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Door Stop Green Wood 0.1
100
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Window Frame Green Wood < / = 0.0
101
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Window Trim Green Wood < / = 0.0
102
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Fascia Green Wood < / = 0.0
103
Schoellkopf
West Stands - 2608
Equipment
Storage Grd B Door Trim Green Wood < / = 0.0
104
Schoellkopf
West Stands - 2608
Equipment
Storage Grd B Shelf Support Black Wood < / = 0.0
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 8 of 9
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
Overall XRF Lead-Based Paint Sample Report Form
Inspector(s): Michael Staudt
Client: Cornell University
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Work Order No: 8368310
Date Sampling Performed: September 17, 2015
Date of Report: September 18, 2015 Number of XRF Readings: 108
Delta Proj. No.: 2015.030.223
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
105
Schoellkopf
West Stands - 2608
Equipment
Storage Grd B Vertical Support Beam Gray Metal < / = 0.0
106 Calibration 1.0
107 Calibration 1.0
108 Calibration 1.1
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
Page 9 of 9
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX B
Schoellkopf West Stands (Bldg. 2608) XRF Lead Paint Survey Report
Lead-Containing Paint Report Form
as per OSHA > 0.0 mg/cm2 Criteria
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
38
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Lower Wall
(Field Side)White Metal 0.5
39
Schoellkopf
West Stands - 2608
Bleachers
Top Side Grd
Lower Wall Door
(Field Side)White Metal 0.3
99
Schoellkopf
West Stands - 2608
Equipment
Storage Ext A Door Stop Green Wood 0.1
Surfaces and Components coated with Lead-Containing Paint as per OSHA > 0.0 / < 1.0 mg/cm2 Criteria
Client: Cornell University Work Order No: 8368310 Delta Proj. No.: 2015.030.223
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Date Sampling Performed: September 17, 2015 Inspector(s): Michael Staudt
Date of Report: September 18, 2015 Number of > 0.0 / < 1.0 Assays: 3
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Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
OSHA 1926.62 - > 0.0 mg/cm2
XRF Serial No.: 4003
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APPENDIX C
Schoellkopf West Stands (Bldg. 2608) XRF Lead Paint Survey Report
Lead-Based Paint Report Form
As per NYS/HUD >/= 1.0 mg/cm2 Criteria
AN ISO 9001:2008 CERTIFIED COMPANY
Sample ID
No.
Building Room Floor Wall Test Location Color Substrate XRF Reading
83
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Frame Red Wood 2.3
84
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Trim Red Wood 2.0
85
Schoellkopf
West Stands - 2608
Men's Room
2 Grd A Door Stop Red Wood 2.4
Surfaces and Components coated with Lead-Based Paint as per NYS/HUD >/= 1.0 mg/cm2 Criteria
Client: Cornell University Work Order No: 8368310 Delta Proj. No.: 2015.030.223
Project: Schoellkopf Field West Stands
(2608) Demolition Project- XRF Lead Paint
Survey
Date Sampling Performed: September 17, 2015 Inspector(s): Michael Staudt
Date of Report: September 18, 2015 Number of > 1.0 Assays: 3
860 Hooper Road
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Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Cornell University
Schoellkopf West Stands
Lead Based Paint Survey
Standards
NYS/HUD - >/= 1.0 mg/cm2
XRF Serial No.: 4003
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APPENDIX D
Schoellkopf West Stands (Bldg. 2608) XRF Lead Paint Survey Report
Drawing
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APPENDIX E
Schoellkopf West Stands (Bldg. 2608) XRF Lead Paint Survey Report
License and Certification Paperwork
Cornell University
Pre-Demolition Asbestos Survey Report
Performed for the
Schoellkopf Field West Stands (2608) Demolition Project
Pre-Demolition Asbestos Survey
Cornell University Ithaca, New York Campus
Prepared for:
Mr. Dale Houseknecht, Asbestos Project Coordinator
Cornell University Maintenance Management
116 Humphreys Service Building, Ithaca, NY 14853
Prepared by:
860 Hooper Road
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Delta Project No. 2015.030.223
Cornell Work Order No. 8368310
Field work performed by: Michael C. Drobak September 17th, 2015
Report prepared by: Michael C. Drobak
Report reviewed by: Stephen Prislupsky
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.com TABLE OF CONTENTS
1.0 INTRODUCTION .......................................................................................... 3
2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES AND METHODS ................. 5
3.0 SURVEY FINDINGS AND CONCLUSIONS ......................................................... 12
4.0 INACCESSIBLE AREAS ................................................................................ 13
Appendix A, ASBESTOS BULK SAMPLE REPORT FORM .......................................... 14
Appendix B, LABORATORY ANALYTICAL RESULTS ................................................. 15
Appendix C, DELTA ENGINEERS, COMPANY AND PERSONNEL CERTIFICATIONS ....... 16
Appendix D, LABORATORY CERTIFICATIONS ......................................................... 17
Appendix E, BULK SAMPLE LOCATION DRAWINGS ................................................. 18
Appendix F, PHOTO LOG .................................................................................... 19
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.com 1.0 INTRODUCTION:
Delta Engineers, Architects, & Land Surveyors (Delta) was contracted by Cornell University, to
perform a Pre-Demolition Asbestos Survey at the Schoellkopf Field West Stands (Building Code
2608) located on Cornell University’s Ithaca, New York campus. This survey was performed to
address all suspect materials present within/at the structure. Please reference Section 4.0 of this
report for a list of those rooms/spaces that were inaccessible at the time of this Survey.
On September 17th, 2015, Delta Certified Inspector Michael C. Drobak conducted a walkthrough of
the Schoellkopf West Stands to identify suspect materials and perform the associated bulk
sampling. Based on a visual inspection of the structure, a total of forty-six (46) bulk samples were
collected representing twenty-three (23) separate suspect homogenous building materials. Thirty-
six (36) of the samples collected were non-friable organically bound (NOB) representing eighteen
(18) homogenous materials. The remaining ten (10) samples were “friable” non-NOB representing
five (5) homogenous materials. The suspect homogenous building materials identified and sampled
as a part of this survey included the following:
Homogenous
Area (HA) Suspect Building Material
01 Yellow Fire Door Insulation
02 Brown Gypsum Wallboard
03 White Joint Compound
04 Light Gray Cementitious Transite Wallboard
05 Black/Yellow Cloth Wrapped Wiring
06 White Textured Wall Paint
07 Gray Structural Steel Paint
08 White Textured Bleacher Paint
09 White Sink Caulk (Older)
10 White Sink Caulk (Newer)
11 Light Gray Expansion Joint Caulk
12 Gray Expansion Joint Caulk
13 White Stair/Expansion Joint Caulk
14 Dark Gray Support Beam Caulk
15 Black Rolled Roofing (Top Layer)
16 Black Rolled Roofing (Bottom Layer)
17 Black Vapor Barrier
18 Black Lap Sealant
19 12”x12” Multi-Colored Vinyl Floor Tile
20 Yellow Adhesive from HA 19
21 Multi-Colored Rolled Vinyl Flooring
22 Yellow Cove Base Adhesive from 4” Gray Vinyl Cove Base
23 Black Asphalt Skim Coat
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.com Specific information required by 12 NYCRR Part 56-5.1, (f) – “Building/Structure Asbestos Survey
Information” to be included in this pre-renovation report is as follows:
1) Building Name/Address: Schoellkopf Filed West Stands (Building Code 2608)
Cornell University Campus
Ithaca, NY 14853
2) Owner’s Name/Address: Cornell University
Humphreys Service Building
Ithaca, NY 14853
3) Owner’s Agent: Mr. Dale Houseknecht
4) Survey Performed By: Delta Engineers, Architects, & Land Surveyors
860 Hooper Road
Endwell, NY 13760
5) Certified Inspectors: Michael C. Drobak
Certificate No. 02-18996
6) Dates of Survey: September 17th, 2015
7) Laboratory: America Science Team New York, Inc.
117 East 30th Street, New York, NY 10016
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.com 2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES AND METHODS:
2.1 Survey requirements
Requirements to perform Pre-Demolition/Pre-Renovation Asbestos Surveys are based on the
following State and Federal Regulations.
Occupational Safety and Health Administration (OSHA): OSHA survey requirements and
sampling protocols are included in 29 CFR Part 1910.1001(j)(2) & (j)(8) and 29 CFR Part
1926.1101(k),(5):
29 CFR Part 1910.1001(j)(2), Installed Asbestos Containing Material: Employers and building owners are required to
treat installed TSI and sprayed on and troweled-on surfacing materials as ACM in buildings constructed no later than
1980 for purposes of this standard. These materials are designated "presumed ACM or PACM", and are defined in
paragraph (b) of this section. Asphalt and vinyl flooring material installed no later than 1980 also must be treated as
asbestos-containing. The employer or building owner may demonstrate that PACM and flooring material do not contain
asbestos by complying with paragraph (j)(8)(iii) of this section.
29 CFR Part 1910.1001(j)(8), Criteria to rebut the designation of installed material as PACM:
1910.1001(j)(8)(i) - At any time, an employer and/or building owner may demonstrate, for purposes of this standard, that
PACM does not contain asbestos. Building owners and/or employers are not required to communicate information about
the presence of building material for which such a demonstration pursuant to the requirements of paragraph (j)(8)(ii) of
this section has been made. However, in all such cases, the information, data and analysis supporting the determination
that PACM does not contain asbestos, shall be retained pursuant to paragraph (m) of this section.
1910.1001(j)(8)(ii) - An employer or owner may demonstrate that PACM does not contain asbestos by the following:
1910.1001(j)(8)(ii)(A) - Having a completed inspection conducted pursuant to the requirements of AHERA (40 CFR
763, Subpart E) which demonstrates that no ACM is present in the material; or
1910.1001(j)(8)(ii)(B) - Performing tests of the material containing PACM which demonstrate that no ACM is
present in the material. Such tests shall include analysis of bulk samples collected in the manner described in 40
CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a
CIH. Analysis of samples shall be performed by persons or laboratories with proficiency demonstrated by current
successful participation in a nationally recognized testing program such as the National Voluntary Laboratory
Accreditation Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round Robin
for bulk samples administered by the American Industrial Hygiene Association (AIHA) or an equivalent nationally-
recognized round robin testing program.
1910.1001(j)(8)(iii) -The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized
analytical techniques showing that the material is not ACM.
29 CFR Part 1926.1101(k)(5), Criteria to rebut the designation of installed material as PACM:
1926.1101(k)(5)(i) - At any time, an employer and/or building owner may demonstrate, for purposes of this standard, that
PACM does not contain asbestos. Building owners and/or employers are not required to communicate information about
the presence of building material for which such a demonstration pursuant to the requirements of paragraph (k)(5)(ii) of
this section has been made. However, in all such cases, the information, data and analysis supporting the determination
that PACM does not contain asbestos, shall be retained pursuant to paragraph (n) of this section.
1926.1101(k)(5)(ii) – An employer or owner may demonstrate that PACM does not contain more than 1 percent asbestos
by the following:
1926.1101(k)(5)(ii)(A) - Having a completed inspection conducted pursuant to the requirements of AHERA (40 CFR
Part 763, Subpart E) which demonstrates that the material is not ACM; or
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1926.1101(k)(5)(ii)(B) - Performing tests of the material containing PACM which demonstrate that no ACM is
present in the material. Such tests shall include analysis of bulk samples collected in the manner described in 40
CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a
CIH. Analysis of samples shall be performed by persons or laboratories with proficiency demonstrated by current
successful participation in a nationally recognized testing program such as the National Voluntary Laboratory
Accreditation Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round Robin
for bulk samples administered by the American Industrial Hygiene Association (AIHA) or an equivalent nationally-
recognized round robin testing program.
1926.1101(k)(5)(iii) - The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized
analytical techniques showing that the material is not ACM.
EPA National Emissions Standard for Hazardous Air Pollutants (NESHAPs): (NESHAPs)
regulates asbestos under “40 CFR Part 61, Subpart M - National Emission Standard for Asbestos”.
Subpart M regulates demolition and/or renovation of “facilities” that may contain asbestos-
containing materials (ACMs). “Facilities,” as defined by NESHAPs, includes any institutional,
commercial, public, industrial, or residential structure or building, except residential buildings having
four or fewer units. ACMs are defined in NESHAPs as materials containing more than 1 percent
asbestos. Section 61.145 states:
61.145 Standard for demolition and renovation.
(a) Applicability. To determine which requirements of paragraphs (a), (b), and (c) of this section apply to the owner
or operator of a demolition or renovation activity and prior to the commencement of the demolition or renovation,
thoroughly inspect the affected facility or part of the facility where the demolition or renovation operation will occur
for the presence of asbestos, including Category I and Category II nonfriable ACM.
It should be noted that 40 CFR Part 1 Subpart M, NESHAPS has no cut-off date exempting
survey requirements.
New York State Department of Labor (NYS DOL): Guidelines followed for the inspection are
those established by the NYS DOL’s Industrial Code Rule 56 (Cited as 12 NYCRR Part 56 , as
amended, adopted January 11, 2006; effective Septembe r 5, 2006). The specific survey, sampling
and reporting requirements included in 12 NYCRR Part 56-5.1(e) – “Building/Structure Asbestos
Survey Requirements” include:
56-5.1 Asbestos Survey Requirements for Building/Structure Demolition,
Renovation, Remodeling and Repair
(a) Asbestos Survey Required. An owner or an owner’s agent, except the owner of one and two -
family dwellings who contracts for, but does not direct or control the work, shall cause to be
conducted, an asbestos survey completed by a licens ed asbestos contractor using inspectors
certified in compliance with Section 56-3.2(d), to determine whether or not the building or structure,
or portion(s) thereof to be demolished, renovated, remodeled, or have repair work, contains ACM,
PACM or asbestos material. This asbestos survey shall be completed and submitted as indicated in
Subdivision (g) of this Section, prior to commencing work. All such asbestos surveys shall be
conducted in conformance with the requirements of Subdivision (e) of this Section .
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.com (b) Exemptions To Asbestos Survey Requirements: The asbestos survey required by this
Subdivision (a) of this Section shall not be required for the following classes of buildings or
structures:
(1) an agricultural building;
(2) buildings or structures for which original construction commenced on or after January 1,
1974;
(3) A structure certified in writing to be structurally unsound by a licensed Professional
Engineer, Registered Architect, Building Inspector, Fire Inspector or other official of
competent jurisdiction. (See Section 56-11.5)
(c) Building/Structure Demolition. If a building/structure asbestos survey is not required or
performed per Subdivision (b) of this Section, and the building/structure is certified to be unsound
or slated for contracted demolition, the building/structure shall be assumed to contain asbestos,
and shall be demolished per this Part, unless the building/structure is adequately certified to be free
of asbestos containing material. Acceptable documentation for certification shall be a previous
thorough building/structure asbestos survey, abatement records or other documentation acceptable
to the Commissioner or his or her representative.
(d) Responsibility To Comply. No exemption to the requirement to conduct an asbestos survey
shall exempt any person, asbestos contractor, property owner or business entity from the
inspection or asbestos survey requirements of EPA, OSHA, and any other applicable section of this
Part.
(e) Building/Structure Asbestos Survey Requirements. The asbestos survey shall include a
thorough inspection for and identification of all PACM, suspect miscellaneous ACM, or asbestos
material throughout the building/structure or portion thereof to be demolished, renovated,
remodeled, or to have repair work. The required inspection shall be performed by a certified
asbestos inspector, and, at a minimum, shall include identification of PACM, suspect miscellaneous
ACM or asbestos material by all of the following methods:
(1) The review of building/structure plans and records, if available, for references to
asbestos, ACM, PACM, suspect miscellaneous ACM or asbestos material used in
construction, renovation or repair; and
(2) A visual inspection for PACM and suspect miscellaneous ACM throughout the
building/structure or portion thereof to be demolished, renovated, remodeled, or repaired.
For the purpose of this Part, all PACM and suspect miscellaneous ACM visually assessed
shall be treated and handled as ACM and shall be assumed to be ACM, unless bulk
sampling is conducted as per this Section, standard EPA and OSHA accepted methods,
including multi-layered systems sampling protocols; the subsequent analyses are performed
by a laboratory that meets the requirements of Section 56-4.2 of this Part; and the analyses
satisfies both ELAP and federal requirements, including multi-layered sample analyses, to
document non-asbestos containing material.
(f) Building/Structure Asbestos Survey Information.
(1) The asbestos survey shall, at a minimum, identify and assess with due di ligence, the locations,
quantities, friability and conditions of all types of installations at the affected portion of the
building/structure relative to the ACM, suspect miscellaneous ACM, PACM or asbestos material
contained therein. The following list is not inclusive of all types of ACMs, it only summarizes typical
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.com ACMs. The certified asbestos inspector is responsible for identification and assessment of all types
ACM, PACM, suspect miscellaneous ACM and asbestos material within the affected portion of t he
building/structure:
PACM
(i) Surfacing Treatments:
(a) Fireproofing;
(b) Acoustical Plaster;
(c) Finish Plasters; and
(d) Skim Coats of Joint Compound.
(ii) Thermal System Insulation:
(a) Equipment Insulation;
(b) Boiler, Breeching, Boiler Rope, Duct, or Tank Insulation, Cement or Mortar Used
for Boilers and Refractory Brick;
(c) Piping and Fitting Insulations including but not limited to, Wrapped Paper, Aircell,
Millboard, Rope, Cork, Preformed Plaster, Job Molded Plaster and coverings over
fibrous glass insulation.
SUSPECT MISCELLANEOUS ACM
(i) Roofing and Siding Miscellaneous Materials:
(a) Insulation Board;
(b) Vapor Barriers;
(c) Coatings;
(d) Non-Metallic or Non-Wood Roof Decking
(e) Felts;
(f) Cementitious Board (Transite);
(g) Flashing;
(h) Shingles; and
(i) Galbestos.
(ii) Other Miscellaneous Materials:
(a) Dust and Debris;
(b) Floor Tile;
(c) Cove Base;
(d) Floor Leveler Compound;
(e) Ceiling Tile;
(f) Vermiculite Insulation
(g) Gaskets, Seals, Sealants (including for condensate control);
(h) Vibration Isolators;
(i) Laboratory Tables and Hoods;
(j) Chalkboards;
(k) Pipe Penetration Packing or Other Firestopping Materials
(l) Cementitious Board;
(m) Electrical Wire Insulation;
(n) Fire Curtains;
(o) Fire Blankets;
(p) Fire Doors;
(q) Brakes and Clutches;
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.com (r) Mastics, Adhesives and Glues;
(s) Caulks;
(t) Sheet Flooring (Linoleum);
(u) Wallpaper;
(v) Drywall;
(w) Plasterboard
(x) Spackling/Joint Compound;
(y) Textured Paint;
(z) Grout;
(aa) Glazing Compound; and
(ab) Terrazzo.
(2) All ACM, PACM, suspect miscellaneous ACM, or asbestos material reported under Paragraph
(1) of this Subdivision shall include the location of the materials, an estimate of the quantities,
types, friability and condition of the identified materials to be treated and handled as ACM. For the
purpose of this Part, all PACM and suspect miscellaneous ACM visually assessed shall be treated
and handled as ACM and shall be assumed to be ACM, unless bulk sampling is conducted as per
this Section, standard EPA and OSHA accepted methods, including multilayered systems sampling
protocols; the subsequent analyses are performed by a laboratory that meets the requirements of
Section 56-4.2 of this Part; and the analyses satisfies both ELAP and federal requirements,
including multi-layered sample analyses, to document non-asbestos containing material.
(3) The building/structure asbestos survey shall also include the building/structure name, address,
the building/structure owner’s name and address, the name and address of the owner's agent, t he
name of the firm performing the asbestos survey and a copy of the firm’s current asbestos handling
license, the names of the certified inspector(s) performing the survey and a copy of the current
asbestos handling certificate for each inspector utilized, the dates of the asbestos survey, a listing
of homogeneous areas identifying which ones are ACM, all laboratory analyses reports for bulk
samples collected, and copies of the appropriate certifications for the laboratory used for analysis of
samples taken during the asbestos survey.
(g) Transmittal of Building/Structure Asbestos Survey Information. One (1) copy of the results
of the building/structure asbestos survey shall be immediately transmitted by the building/structure
owner as follows:
(1) One (1) copy of the completed asbestos survey shall be sent by the owner or their agent
to the local government entity charged with issuing a permit for such demolition, renovation,
remodeling or repair work under applicable State or local laws.
(2) The completed asbestos survey for controlled demolition (as per Subpart 56-11.5) or pre-
demolition asbestos projects shall also be submitted to the appropriate Asbestos Control
Bureau district office.
(3) The completed asbestos survey shall be kept on the construction site with the asbestos
notification and variance, if required, throughout the duration of the asbestos project and any
associated demolition, renovation, remodeling or repair project.
(h) Removal Required. If the building/structure asbestos survey finds that the portion of the
building/structure to be demolished, renovated, remodeled, or have repair work contains ACM,
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.com PACM, suspect miscellaneous ACM assumed to be ACM, or asbestos material, which is impacted
by the work, the owner or the owner’s agent shall conduct, or cause to have conducted, asbestos
removal performed by a licensed asbestos abatement contractor in conformance with all standards
set forth in this Part. All ACM, PACM, suspect miscellaneous ACM assumed to be ACM, or
asbestos material impacted by the demolition, renovation, remodeling or repair project shall be
removed as per this Part, prior to access or disturbance by other uncertified trades or personnel. No
demolition, renovation, remodeling or repair work shall be commenced by any owner or the owner’s
agent prior to the completion of the asbestos abatement in accordance with the notification
requirements of this Part. For multi-phased work, the access restriction for uncertified trades or
personnel applies to each intermediate portion of t he entire project. Upon completion of the
intermediate portion of the asbestos project, other trades or personnel may access that portion of
the work site.
For demolition projects that are exempt from asbestos survey requirements due to being
structurally unsound, the demolition is considered an asbestos project and shall proceed as per
Section 56-11.5.
(1) All building/structure owners and asbestos abatement contractors on a demolition,
renovation, remodeling, or repair project, which includes work covered by this Part, shall inform all
trades on the work site about PACM, ACM, asbestos material and suspect miscellaneous ACM
assumed to be ACM at the work site.
(i) Bidding. Bids may be advertised and contracts awarded for demolition, remodeling, renovation,
or repair work, but no work on the current intermediate portion of the project shall commence on the
demolition, renovation, remodeling or repair work by any owner or agent prior to completion of all
necessary asbestos abatement work for the current inte rmediate portion of the entire project, in
conformance with all standards set forth in this Part.
(j) Unidentified and Unassessed Asbestos. When any construction activity, such as demolition,
remodeling, renovation or repair work, reveals PACM or suspect miscellaneous ACM that has not
been identified by the asbestos survey per this Part, or has not been identified by other inspections
as per current OSHA or EPA requirements, all activities shall cease in the area where the PACM or
suspect miscellaneous ACM is found and the Asbestos Control Bureau shall be notified by
telephone by the building/structure owner or their representative, followed with a written notice in
accordance with the notification requirements of this Part. Unassessed PACM or suspect
miscellaneous ACM shall be treated and handled as ACM and assumed to be ACM, unless proven
otherwise by standard EPA and OSHA accepted methods, including multi -layered systems
sampling protocols; subsequent analyses performed by a laboratory that meets the requirements of
Section 56-4.2 of this Part; and the analyses satisfies both NYS ELAP and federal requirements,
including multi-layered sample analyses, to document non-asbestos containing material.
2.2 Sample Analysis
Bulk sample analysis was performed by A merican Science Team New York Inc., an independent
laboratory approved/accredited by the NYS Department of Health (ELAP), the American Industrial
Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Program
(NVLAP).
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.com Samples collected during the course of this survey fell into one of two categories. The first category
includes non-friable organically bound (NOB) materials. These materials are those which have an
organic binder in their matrix and include items such as floor tiles, sheet flooring, mastics, glazings,
caulks and roofing materials. The second category includes non -NOB “friable” materials including
parging, sheetrock, joint compound, wall insulations, and wallboard.
Analysis of all “NOB” materials was initially performed by Polarized Light Microscopy (PLM)
following the New York State Department of Health ELAP 198.6 Gravimetric Reduction
Methodology. If a given sample was reported as non -asbestos following this analysis, it was then
analyzed by Transmission Electron Microscopy (TEM) following the NYS DOH ELAP 198.4
Methodology.
Analysis of all “non-NOB” materials was performed by Polarized Light Microscopy (PLM) following
the EPA 600/M4/82/020 and the NYS DOH ELAP 198.1 Methodologies.
2.3 Materials not sampled
There were several materials present at the site which were not considered “suspect” by the
inspector and were not sampled. These included various fiberglass, foam, vinyl, silicone,
wood/cellulose products and concrete/cinder block/brick components.
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.com 3.0 SURVEY FINDINGS AND CONCLUSIONS
3.1) Schoellkopf Field West Stands Pre-Demolition Asbestos Survey, Non-Asbestos
Materials - Based on results reported for samples collected during this Pre-Demolition Asbestos
Survey at the Schoellkopf West Stands, the following materials were identified as non-asbestos:
Homogenous
Area (HA) Non-Asbestos Material
01 Yellow Fire Door Insulation
02 Brown Gypsum Wallboard
03 White Joint Compound
05 Black/Yellow Cloth Wrapped Wiring
06 White Textured Wall Paint
07 Gray Structural Steel Paint
08 White Textured Bleacher Paint
09 White Sink Caulk (Older)
10 White Sink Caulk (Newer)
11 Light Gray Expansion Joint Caulk
12 Gray Expansion Joint Caulk
13 White Stair/Expansion Joint Caulk
14 Dark Gray Support Beam Caulk
15 Black Rolled Roofing (Top Layer)
16 Black Rolled Roofing (Bottom Layer)
17 Black Vapor Barrier
18 Black Lap Sealant
19 12”x12” Multi-Colored Vinyl Floor Tile
20 Yellow Adhesive from HA 19
21 Multi-Colored Rolled Vinyl Flooring
22 Yellow Cove Base Adhesive from 4” Gray Vinyl Cove Base
23 Black Asphalt Skim Coat
3.2) Schoellkopf Field West Stands Pre-Demolition Asbestos Survey, Asbestos Materials -
Based on results reported for samples collected during this Pre-Demolition Asbestos Survey at the
Schoellkopf West Stands, the following materials were identified as being asbestos containing:
Homogenous
Area (HA) Asbestos-Containing Material
04 Light Gray Cementitious Transite Wallboard
A breakdown of asbestos-containing materials is as follows:
A) Light Gray Cementitious Wallboard; HA 04: The asbestos-containing Transite Wallboard is in
good condition and is applied to the walls and ceilings of the old Electrical Room located beneath
the northeast section of the stands. The total quantity of Transite Wallboard is approximately 416
square feet. (13 panels at approximately 8’x4’)
13 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com 4.0 INACCESSIBLE AREAS
This Asbestos Survey was limited to ONLY suspect building system materials within areas which
were visible and accessible. Inaccessible areas such as wall cavities, fixed / hard ceiling plenum
spaces and enclosed pipe chases were not included as a part of this Survey. Any suspect materials
present in areas not accessible shall be assumed ACM when encountered, until tested .
14 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX A
Asbestos Bulk Sample Report Form
09/17/2015
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
2015.030.223 - 01A 01 Gr.Misc ND ND NA
2015.030.223 - 01B 01 Gr.Misc ND ND NA
2015.030.223 - 02A 02 Gr.Misc ND ND NA
2015.030.223 - 02B 02 Gr.Misc ND ND NA
2015.030.223 - 03A 03 Gr.Misc ND ND NA
2015.030.223 - 03B 03 Gr.Misc ND ND NA
2015.030.223 - 04A 04 Gr.Misc 22.2%NA
2015.030.223 - 04B 04 Gr.Misc NA/PS NA
2015.030.223 - 05A 05 Gr.Misc ND ND ND
2015.030.223 - 05B 05 Gr.Misc ND ND ND
2015.030.223 - 06A 06 Gr.Misc ND ND ND
2015.030.223 - 06B 06 Gr.Misc ND ND ND
2015.030.223 - 07A 07 Gr.Misc ND ND ND
2015.030.223 - 07B 07 Gr.Misc ND ND ND
Chrysotile
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2015.030.223
Asbestos Inspector: Michael C. Drobak
Number
Number of Samples Analyzed: PLM - 45 / TEM - 38 Building Code: 2608
Work Order No.:
Bulk Sample Description / Details
www.delta-eas.com
Project: Schoellkopf West Stands Pre-
Demolition Asbestos Survey Date of Report: 09/22/2015
8368310
Floor
Laboratory: AmeriSci
Number of Samples Collected: 46
Date Sampling Performed:
Yellow Fire Door Insulation. Men's Room
1 Fire Door.
Yellow Fire Door Insulation. Women's
Room 1 Fire Door.
Brown Gypsum Wallboard. Concession
Stand, Center of East Wall.
Asbestos Bulk Sample Report Form
Sample
HA*
Brown Gypsum Wallboard. Concession
Stand, Center of East Wall.
White Joint Compound. Concession
Stand, Center of East Wall.
White Joint Compound. Concession
Stand, Center of East Wall.
Light Gray Cementitious Transite
Wallboard. Electrical Room, East Wall.
Light Gray Cementitious Transite
Wallboard. Electrical Room, East Wall.
Black/Yellow Cloth Wrapped Wiring.
Electrical Room, Old Transformers.
Black/Yellow Cloth Wrapped Wiring.
Electrical Room, Old Transformers.
White Textured Wall Paint. Men's
Bathroom 1, East Wall.
White Textured Wall Paint. Women's
Bathroom 2, West Wall.
Gray Structural Steel Paint. Underneath
Bleachers, North End.
Gray Structural Steel Paint. Underneath
Bleachers, South End.
Cornell University Schoellkopf Field
West Stands Demolition Project
Pre-Demolition Asbestos Survey Page 1 of 4
09/17/2015
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2015.030.223
Asbestos Inspector: Michael C. Drobak
Number
Number of Samples Analyzed: PLM - 45 / TEM - 38 Building Code: 2608
Work Order No.:
Bulk Sample Description / Details
www.delta-eas.com
Project: Schoellkopf West Stands Pre-
Demolition Asbestos Survey Date of Report: 09/22/2015
8368310
Floor
Laboratory: AmeriSci
Number of Samples Collected: 46
Date Sampling Performed:
Yellow Fire Door Insulation. Men's Room
1 Fire Door.
Asbestos Bulk Sample Report Form
Sample
HA*
2015.030.223 - 08A 08
Upper
Level Misc Non-Asbestos ND Trace
2015.030.223 - 08B 08
Upper
Level Misc Non-Asbestos ND Trace
2015.030.223 - 09A 09 Gr.Misc ND ND ND
2015.030.223 - 09B 09 Gr.Misc ND ND ND
2015.030.223 - 10A 10 Gr.Misc ND ND ND
2015.030.223 - 10B 10 Gr.Misc ND ND ND
2015.030.223 - 11A 11 Gr.Misc ND ND ND
2015.030.223 - 11B 11 Gr.Misc ND ND ND
2015.030.223 - 12A 12 Gr.Misc ND ND ND
2015.030.223 - 12B 12 Gr.Misc ND ND ND
2015.030.223 - 13A 13
Upper
Level Misc ND ND ND
2015.030.223 - 13B 13
Upper
Level Misc ND ND ND
White Textured Bleacher Paint, North
End.
White Textured Bleacher Paint, South
End.
White Sink Caulk (Older). Men's
Bathroom 1.
White Sink Caulk (Older). Women's
Bathroom 1.
White Sink Caulk (Newer). Women's
Bathroom 2.
White Sink Caulk (Newer). Women's
Bathroom 2.
Light Gray Expansion Joint Caulk.
Between Men's Bathroom 1 & Women's
Bathroom 1.
Light Gray Expansion Joint Caulk.
Between Men's Bathroom 1 & Women's
Bathroom 1.
Gray Expansion Joint Caulk. Men's
Bathroom 2, East Wall.
Gray Expansion Joint Caulk. Men's
Bathroom 2, East Wall.
White Caulk on Stairs to Bleachers &
Bleacher Expansion Joints.
White Caulk on Stairs to Bleachers &
Bleacher Expansion Joints.
Cornell University Schoellkopf Field
West Stands Demolition Project
Pre-Demolition Asbestos Survey Page 2 of 4
09/17/2015
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2015.030.223
Asbestos Inspector: Michael C. Drobak
Number
Number of Samples Analyzed: PLM - 45 / TEM - 38 Building Code: 2608
Work Order No.:
Bulk Sample Description / Details
www.delta-eas.com
Project: Schoellkopf West Stands Pre-
Demolition Asbestos Survey Date of Report: 09/22/2015
8368310
Floor
Laboratory: AmeriSci
Number of Samples Collected: 46
Date Sampling Performed:
Yellow Fire Door Insulation. Men's Room
1 Fire Door.
Asbestos Bulk Sample Report Form
Sample
HA*
2015.030.223 - 14A 14 Roof Misc ND ND ND
2015.030.223 - 14B 14 Roof Misc ND ND ND
2015.030.223 - 15A 15 Roof Misc ND ND ND
2015.030.223 - 15B 15 Roof Misc ND ND ND
2015.030.223 - 16A 16 Roof Misc ND ND ND
2015.030.223 - 16B 16 Roof Misc ND ND ND
2015.030.223 - 17A 17 Roof Misc ND ND ND
2015.030.223 - 17B 17 Roof Misc ND ND ND
2015.030.223 - 18A 18 Roof Misc ND ND ND
2015.030.223 - 18B 18 Roof Misc ND ND ND
2015.030.223 - 19A 19 Gr.Misc ND ND ND
2015.030.223 - 19B 19 Gr.Misc ND ND ND
Dark Gray Support Beam Caulk at Base
of Beams on Concession Stand Roof.
Dark Gray Support Beam Caulk at Base
of Beams on Concession Stand Roof.
Black Rolled Roofing, Top Layer.
Concession Stand Roof.
Black Rolled Roofing, Top Layer.
Concession Stand Roof.
Black Rolled Roofing, Bottom Layer.
Concession Stand Roof.
Black Rolled Roofing, Bottom Layer.
Concession Stand Roof.
Black Vapor Barrier from Rolled Roofing.
Concession Stand Roof.
Black Vapor Barrier from Rolled Roofing.
Concession Stand Roof.
Black Lap Sealant. Women's Room 1
Roof.
Black Lap Sealant. Men's Room 1 Roof.
12"x12" Multi-Colored Checkerboard
Pattern Vinyl Floor Tile. Concession
Stand, North End.
12"x12" Multi-Colored Checkerboard
Pattern Vinyl Floor Tile. Concession
Stand, South End.
Cornell University Schoellkopf Field
West Stands Demolition Project
Pre-Demolition Asbestos Survey Page 3 of 4
09/17/2015
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2015.030.223
Asbestos Inspector: Michael C. Drobak
Number
Number of Samples Analyzed: PLM - 45 / TEM - 38 Building Code: 2608
Work Order No.:
Bulk Sample Description / Details
www.delta-eas.com
Project: Schoellkopf West Stands Pre-
Demolition Asbestos Survey Date of Report: 09/22/2015
8368310
Floor
Laboratory: AmeriSci
Number of Samples Collected: 46
Date Sampling Performed:
Yellow Fire Door Insulation. Men's Room
1 Fire Door.
Asbestos Bulk Sample Report Form
Sample
HA*
2015.030.223 - 20A 20 Gr.Misc ND ND ND
2015.030.223 - 20B 20 Gr.Misc ND ND ND
2015.030.223 - 21A 21 Gr.Misc ND ND ND
2015.030.223 - 21B 21 Gr.Misc ND ND ND
2015.030.223 - 22A 22 Gr.Misc ND ND ND
2015.030.223 - 22B 22 Gr.Misc ND ND ND
2015.030.223 - 23A 23 Gr.Misc ND ND ND
2015.030.223 - 23B 23 Gr.Misc ND ND ND
HA - Homogenous Area ND - No Asbestos Detected NA - Not Analyzed by Methodology NA/PS - Not Analyzed, Positive Stop
TSI - Thermal System Insulation Misc - Miscellaneous Material Trace / < 1% - Non-asbestos by definition
Yellow Adhesive from Sample 19A.
Yellow Adhesive from Sample 19B.
Multi-Colored Rolled Vinyl Flooring.
Concession Stand North.
Multi-Colored Rolled Vinyl Flooring.
Concession Stand South.
Yellow Covebase Adhesive from 4" Gray
Vinyl Covebase. Concession Stand,
North.
Yellow Covebase Adhesive from 4" Gray
Vinyl Covebase. Concession Stand,
South.
Black Asphalt Skim Coat. Adj. to East
Wall of Bleachers.
Black Asphalt Skim Coat. Adj. to East
Wall of Bleachers.
Cornell University Schoellkopf Field
West Stands Demolition Project
Pre-Demolition Asbestos Survey Page 4 of 4
15 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX B
Laboratory Analytical Results
16 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX C
Delta Engineers, Architects, & Land Surveyors
Company and Personnel Certifications
New York State – Department of Labor
Division of Safety and Health
License and Certificate Unit
State Campus, Building 12
Albany, NY 12240
ASBESTOS HANDLING LICENSE
Delta Engineers & Architects & Land Surveyors, P.C.
860 Hooper Road
Endwell, NY 13760
FILE NUMBER: 05-0851
LICENSE NUMBER: 29322
LICENSE CLASS: RESTRICTED
DATE OF ISSUE: 09/03/2015
EXPIRATION DATE: 09/30/2016
Duly Authorized Representative – David J Chambers:
This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of
the New York State Codes, Rules and Regulations (12 NYCRR Part 56). It is subject to suspension or revocation for a (1)
serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or (2) demonstrated lack of
responsibility in the conduct of any job involving asbestos or asbestos material.
This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the
asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New Yor k
State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York State
Department of Labor.
Eileen M. Franko, Director
SH 432 (8/12) For the Commissioner of Labor
17 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX D
Laboratory Certifications
United States Department of Commerce
National lnstitute of Standards and Technology
NV[Ap-\l
Certificate of Accreditation to ISO/IEC 17025:2005
NVLAP LAB CODE: 200546-0
AmeriSci New York
New York, NY
is accredited by the NationalVoluntary Laboratory Accreditation Program for specific seryrces,
listed on the Scope of Accreditation, for:
Asbestos Fiber Analysis
This laboratory is accredited in accordance with the recognized lnternational Standard ISO/IEC 17025:2005.
This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality
management system (refer to joint ISO-ILAC-IAF Communique dated January 2009).
20 I 5 -0 6-29 through 20 I 6-06-30
Effective Dafes
*"d"W*'q
""ffif Vol untary Laboratory Accreditation Program
^ n^ ,-d n arc National Voluntary
INVILApJ Laboratory Accred itation Pros ram,/
-
SCOPE OF ACCREDITATION TO ISOflEC 17025:2005
AmeriSci New York
DBA: AmeriSci New York
ll7 E.30th Street
New York, NY 10016
Mr. Paul Mucha
Phone: 212-679-8600 F ax: 212-679-27 ll
Emai I : pmucha@ameri sci. com
http ://www.amerisci. com
ASBESTOS FIBER ANALYSIS
Bulk Asbestos Analysis
Code
l8/A0l
l8/A03
Airborne Asbestos Analysis
Code
t8lA02
Description
EPA 600444-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples
EPA 600/R-93/l 16: Method for the Determination of Asbestos in Bulk Building Materials
*'dVo'q
""ffir
Description
U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods-Mandatory and
Nonmandatory-and Mandatory Section to Determine Completion of Response Actions" as found in
40 CFR, Part763, Subpart E, Appendix A.
NVLAP LAB CODE 200546-0
Effective 20 I 5-06-29 through 20 I 6-06-3 0 Page I of I
18 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX E
Bulk Sample Location Drawing
19 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
APPENDIX F
Photo Log
20 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 01: Yellow Fire Door Insulation
HA 02: Brown Gypsum Wallboard
21 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 03: White Joint Compound
HA 04: Light Gray Cementitious Transite Wallboard
22 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 05: Black/Yellow Cloth Wrapped Wiring
HA 06: White Textured Wall Paint
23 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 07: Gray Structural Steel Paint
HA 08: White Textured Bleacher Paint
24 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 09: White Sink Caulk (Older)
HA 10: White Sink Caulk (Newer)
25 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 11: Light Gray Expansion Joint Caulk
HA 12: Gray Expansion Joint Caulk
26 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 13: White Stair/Expansion Joint Caulk
HA 14: Dark Gray Support Beam Caulk
27 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 15: Black Rolled Roofing (Top Layer)
HA 16: Black Rolled Roofing (Bottom Layer)
28 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 17: Black Vapor Barrier
HA 18: Black Lap Sealant
29 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 19: 12”x12” Multi-Colored Checkerboard Pattern Vinyl Floor Tile
HA 20: Yellow Adhesive from HA 19
30 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 21: Multi-Colored Rolled Vinyl Flooring
HA 22: Yellow Covebase Adhesive
31 of 31
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.delta-eas.com
.com
HA 23: Black Asphalt Skim Coat