HomeMy WebLinkAboutMcGraw Hall - Arts QuadNo.
Key Plan
Issue Date
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Project No.
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
CORNELL COUNCIL FOR THE ARTS BIENNIAL 2014
"INTIMATE COSMOLOGIES: THE AESTHETICS OF SCALE IN AN AGE OF NANOTECHNOLOGY"
KIMSOOJA
A NEEDLE WOMAN: GALAXY WAS A MEMORY, EARTH IS A SOUVENIR
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
Checked By
CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
1 SITE PLAN
SCALE: 3/128" = 1'-0"
Drawing No.
S5 SEGMENT 5
SCALE: 1" = 1'-0"S4 SEGMENT 4
SCALE: 1" = 1'-0"S3 SEGMENT 3
SCALE: 1" = 1'-0"S2 SEGMENT 2
SCALE: 1" = 1'-0"S1 SEGMENT 1
SCALE: 1" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
Checked By
CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
5 SITE ASSEMBLY
SCALE: 3/8" = 1'-0"4 STRUCTURE ASSEMBLY
SCALE: 3/4" = 1'-0"
3 SEGMENT ASSEMBLY
SCALE: 1 1/2" = 1'-0"
1 AIR FLOW
SCALE: 3/8" = 1'-0"
2 PANEL ASSEMBLY
SCALE: 3" = 1'-0"
Drawing No.
COOL AIR INTAKE
WARM AIR VENT
112
111098765432
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-2 5
32"
1'-1 1
32"
3'-615
32"
2'-2"
4'-61
8"
ϯϬΣ
1
A-010
1 PLAN
SCALE: 3" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
9'-31
4"
9'-3"
9'-3"
9'-3"
9'-5 3
16"
46'-5 7
16"
9'-3 3
16"
9'-3 3
16"
9'-3 3
16"
9'-53
8"
5'-1113
16"
1'-2 1
16"
1'-1 7/8" TYP.
6'-11 5
16"
3'-53
8"
6'-11 7
16"
2'-313
16"
HOR. 1
+1'-2 1/16"
HOR. 2
+2'-3 15/16"
DOOR
+6'-11 7/16"
SEG. 1
+9'-3 1/4"
SEG. 2
+18'-6 1/4"
SEG. 3
+27'-9 1/4"
SEG. 4
+37'-0 1/4"
CAP
+40'-5 5/8"
T.O.P.
+46'-5 7/16"
GRADE
+0'-0"
1 SECTION
SCALE: 3/16" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
2 ELEVATION
SCALE: 3/16" = 1'-0"
Drawing No.
3
16"
3
8"
3
8"3
8"
21
2"
1'-2 5
32"
1
2"
3
8"
3
8"
21
2"
3
8"
11
16"
1
4"
1 1
16"1
2"15
16"
1 SECTION DETAIL
SCALE: 6" = 1'-0"
3 PLAN DETAIL
SCALE: 6" = 1'-0"
1
8" POLISHED STAINLESS STEEL MIRROR
3
16" POLYMER LAMINATED ACRYLIC PANEL (PMMA)
MECHANICALLY FASTENED WATER JET CUT 3
8" X 3
8" STEEL SECTION
3
8" COOL AIR INTAKE GAP FOR STACK EFFECT AT ENTRY DOOR
3
16" POLYMER LAMINATED
ACRYLIC PANEL (PMMA)
MECHANICALLY FASTENED
WATER JET CUT 3
8" X 3
8"
STEEL SECTION
21
2" WIDE, 3
8" THICK WATER JET
CUT STRUCTURAL STEEL RING
VERTICAL AND HORIZONTAL
STRUCTURAL MEMBERS SLOTTED
AND WELDED AT SEAMS
3
8" DIA. STRUCTURAL
BOLTS W/ WASHERS
2 SECTION DETAIL
SCALE: 6" = 1'-0"
1
4" PLYWOOD LINING
No.
Key Plan
Issue Date
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FOR THE ARTS
CONCRETE FOOTING LEVELED WITH C CHANNEL AND GRADE
1
2" X 1" CUT-OUT LIFTING POINT FOR SITE ASSEMBLY
3
8" DIA. STRUCTURAL STEEL BOLT WELDED ON
BOTTOM SEGMENT TO BE THREADED AND
BOLTED TO UPPER SEGMENT
CLEAR SILICONE JOINT AT ALL PLEXIGLASS SEAMS
FOR WATERTIGHT CONSTRUCTION
3
8" X 2 1
2" WATER JET CUT STEEL RING PLATE
Drawing No.
1
8" POLISHED STAINLESS STEEL
MIRROR FLOOR
4'-6 1
16"
4'-4"
4'-6 1
16"4'-1"
21
2"
4'-6 1
16"
11
2"
17
8"
1
2"
1
2"
11
2"3
8"
1
8"1
16"
1
4"
S1 AXONOMETRIC
SCALE: 1" = 1'-0"S1-4 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
1 CONNECTION
SCALE: 6" = 1'-0"
S1-3 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S1-1 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
2 DOOR HANDLE
SCALE: 6" = 1'-0"3 DOOR HINGE
SCALE: 6" = 1'-0"
S1-2 HOR. STRUCTURAL RING
SCALE: 3/8" = 1'-0"
3
8" DIA. THREADED STRUCTURAL
BOLT FOR CONNECTION
BETWEEN LARGE SEGMENTS
1
2"X1" CUT-OUT TO
PROVIDE LIFTING POINT
FOR SITE ASSEMBLY
S1-A VERT. STRUCTURAL BAR
SCALE: 1" = 1'-0"
3
8" WIDE SLOT TO MEET CORRESPONDING SLOTS
IN HORIZONTAL STRUCTURAL RINGS
1
2"X1" CUT-OUT TO PROVIDE LIFTING
POINT FOR SITE ASSEMBLY
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
4'-4 7
16"
4'-6 1
16"
4'-23
4"
4'-1 1
16"3'-6 5
16"
3'-8"
3'-113
8"
3'-911
16"
3'-45
8"
S2 AXONOMETRIC
SCALE: 1" = 1'-0"
1 CONNECTION
SCALE: 6" = 1'-0"
3
8" DIA. THREADED STRUCTURAL
BOLT FOR CONNECTION
BETWEEN LARGE SEGMENTS
1
2"X1" CUT-OUT TO PROVIDE
LIFTING POINT FOR SITE ASSEMBLY
3
8" WIDE SLOT TO MEET
CORRESPONDING SLOTS
IN HORIZONTAL
STRUCTURAL RINGS
1
2"X1" CUT-OUT TO
PROVIDE LIFTING POINT
FOR SITE ASSEMBLY
S2-4 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-3 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-1 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-2 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-A VERT. STRUCTURAL BAR
SCALE: 1" = 1'-0"S2-8 HOR. STRUCTURAL RING
SCALE: SCALE: 3/4" = 1'-0"
S2-7 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-5 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-6 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S2-9 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
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CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
2'-3 3
16"
2'-81
4"
2'-915
16"
2'-6 9
16"
2'-47
8"2'-11 9
16"
3'-11
4"
3'-45
8"
3'-215
16"
S3 AXONOMETRIC
SCALE: 1" = 1'-0"
1 CONNECTION
SCALE: 6" = 1'-0"
3
8" DIA. THREADED STRUCTURAL
BOLT FOR CONNECTION BETWEEN
LARGE SEGMENTS
1
2"X1" CUT-OUT TO PROVIDE
LIFTING POINT FOR SITE ASSEMBLY
3
8" WIDE SLOT TO MEET
CORRESPONDING SLOTS
IN HORIZONTAL
STRUCTURAL RINGS
1
2"X1" CUT-OUT TO
PROVIDE LIFTING POINT
FOR SITE ASSEMBLY
S3-4 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-3 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-1 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-2 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-A VERT. STRUCTURAL BAR
SCALE: 1" = 1'-0"S3-8 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-7 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-5 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-6 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S3-9 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
Checked By
CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
2'-11
2"
2'-3 3
16"
1'-1113
16"
1'-101
8"1'-33
8"
1'-5 1
16"
1'-8 7
16"
1'-63
4"
1'-111
16"
S4 AXONOMETRIC
SCALE: 1" = 1'-0"
1 CONNECTION
SCALE: 6" = 1'-0"
3
8" DIA. THREADED STRUCTURAL BOLT FOR
CONNECTION BETWEEN LARGE SEGMENTS
3
8" WIDE SLOT TO MEET
CORRESPONDING SLOTS
IN HORIZONTAL
STRUCTURAL RINGS
1
2"X1" CUT-OUT TO
PROVIDE LIFTING POINT
FOR SITE ASSEMBLY
S4-4 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-3 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-1 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-2 Horizontal Structural Rings
SCALE: 3/4" = 1'-0"
S4-A VERT. STRUCTURAL BAR
SCALE: 1" = 1'-0"S4-8 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-7 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-5 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-6 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S4-9 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
Checked By
CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
11
2"
1"
1'-17
8"
4'-8 1
32"
419
32"
3"
321
32"
21
2"
1
2"
811
16"
10 5
16"
1'-111
16"
1'
613
16"
7"
S5 AXONOMETRIC
SCALE: 1" = 1'-0"
1 CAP SECTION
SCALE: 3" = 1'-0"2 CAP DETAIL
SCALE: 1" = 1'-0"
1 1
2" WARM AIR OUTLET
FOR STACK EFFECT
1
16" CONICALLY ROLLED SHEET METAL
WITH INTERIOR VERTICAL SUPPORTS
3
8" WIDE SLOT TO MEET
CORRESPONDING SLOTS
IN HORIZONTAL
STRUCTURAL RINGS
S5-3 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S5-2 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S5-1 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S5-A VERT. STRUCTURAL BAR
SCALE: 1" = 1'-0"S5-4 HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S5-5 CAP HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
S5-6 CAP HOR. STRUCTURAL RING
SCALE: 3/4" = 1'-0"
No.
Key Plan
Issue Date
Tel: 607-255-7274 Fax: 607-255-6872
410 Thurston Avenue
Commissioner
Date Created
Project No.
Drawn By
Checked By
CORNELL COUNCIL
Ithaca, NY 14850
FOR THE ARTS
Drawing No.
6
5
4
12
0
4"
SEED OR HYDROSEED - AS SPECIFIED. S W MULCH - STALKS
FRO OATS,WHEAT AND/OR RYE FREE FROM SEED AND WEED SEED
TOPSOIL MIX AS SPECIFIED
- 4" AFTER COMPACTION
UNDISTURBED AND/OR
COMPACTED EARTH
BACK FILL AS SPECIFIED - 2/3 EXISTING SOIL
MIXED WITH 1/3 NEW ORGANIC ' TERIAL.
NOTE: FERTILIZER ADDED PER SPECIFICATION
SCALE:
NONE
STRUCTURAL DESIGN CRITERIA
NOTE: ALL LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE "BUILDING CODE OF NEW YORK",
LATEST EDITION
TYPE
CODE REFERENCE
DESCRIPTION
DESIGN CRITERIA
BUILDING DATA
LOCATION
CORNELL UNIVERSITY,
ITHACA, NEW YORK
C PTER 31, STRUCTURE
TEMPORARY STRUCTURE
NON PERMIT REQUIRED
TEMPORARY STRUCTURE
WITH AREA OF 20 SF
SEISMIC LOAD
REPAIR LAWN AREAS AS REQUIRED PER DETAIL
EXISTING LAWN
3 " COMPACTED NYSDOT TYPE 6 F TOP
(1/4" PER 1ft CROSS PITCH)
UNDISTURBED OR COMPACTED SUB -GRADE
WIND LOAD
BCNYS TABLE 1613.5.5
SOIL SITE CLASS
D
BCNYS SECTION 1613.5.4
SHORT -PERIOD SPECT
RESPONSE COEFFICIENT
Sos)
0.170g
BCNYS SECTION 1613.5.4
1 -SEC. PERIOD SPECTRAL
RESPONSE COEFFICIENT (Sot)
0.089g
BCNYS TABLE 1613.5.6 (1&2)
BCNYS
SEISMIC DESIGN CATEGORY
BASIC WIND SPEED
- 3 SECOND GUST
B
90 MPH
WIND IMPORTANCE FACTOR
EXPOSURE CATEGORY
1.0
B
STRUCTURAL DESIGN CRITERIA
SCALE:
NOTES:
1.0 TAMP EDGES OF WALK DURING INSTALLATION.
2.0 WALK WIDTH SHALL BE AS SPECIFIED ON PLAN.
SCALE:
(12) -112" 0 A325 BOLTS WI
WASHERS AND DOUBLE NUT
MIRROR FLOOR BY ARTIST
CONCRETE FILL INSIDE C NEL
LEAVE 3/4" FOR LEVEL GROUT ANDMIRROR
C12x20.7 ROLLED CIRCLE,
OUTSIDE 0 OF 4'-7"+/-,
FULL BUTT LD
FLUSH AT THRESHOLD
ASPHALT
SLOPE, 2%
(12) - 314"0 HILTI IK BOLT TZ -CS
EQUAL SPACE AROUND CHANNEL
W/ 4 3/4" MINIMUM EMBEDMENT
LOCATION P N
CONCRETE NOTES CONTINUED:
3.0 PROVIDE CONCRETE COVER OVER REINFORCING IN ACCORDANCE WITH THE
REQUIREMENTS OF ACI 318.
4.0 MATERIALS
4.1 CURING MATERIALS:
4.1.1 ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH
MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ.
YD. WHEN DRY.
4.1.2 WATER: POTABLE.
5.0 CONCRETE PLACEMENT
5.1 BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF
FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE
AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.
5.2 DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL
LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE PLACED
ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR
PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED
CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS BASED ON THE
ENGINEERS RECOMMENDATIONS. DEPOSIT CONCRETE TO AVOID
SEGREGATION.
5.3 CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIB TING
EQUIPMENT ACCORDING TO ACI 301.
5.4 COLD -WEATHER PLACEMENT: COMPLY WITH ACI 306.1.
5.5 HOT -WEATHER PLACEMENT: COMPLY WITH ACI 301.
6.0 FINISHING SLABS
6.1 GENERAL: COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR
SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR
CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES.
7.0 CONCRETE PROTECTING AND CURING
7.1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE
DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
7.2 CURE CONCRETE ACCORDING TO ACI 308.1, BY MOISTURE CURING.
KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS THAN SEVEN
DAYS.
7.3 SATURATE THE SURFACE OF ALL EXISTING ADJACENT CONCRETE.
STRUCTURAL STEEL NOTES:
.0 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
1.1 CHANNELS ........ ........ ........... ............. ....... ..... ......_......_.ASTM A36
1.2 HIGH-STRENGTH BOLTS............................................ASTM A325
2.0 ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
STRICT ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS.
.0 ALL STRUCTURAL STEEL IS TO RECEIVE ONE SHOP COAT OF FABRICATOR'S
STANDARD RUST -INHIBITING PRIMER.
4.0 ALL WELDS SHALL BE MADE IN ACCORDANCE WITH THE LATEST
REQUIREMENTS OF THE AWS, USING E70 ELECTRODES.
0 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW .
SCOPE OF WORK/SEQUENCE OF WORK:
1.0 BEFORE THE EXHIBIT OPENING IN MID SEPTEMBER, 2014:
1.1 INSTALL FOUNDATION AND CHANNEL SUPPORT FOR THE SCULPTURE
ACCORDING TO THE CONSTRUCTION DOCUMENTS.
1.2 FIELD DRILL BOLT HOLES IN TOP FLANGE OF CHANNEL TO ATTACH
SCULPTURE IN COORDINATION WITH SCULPTURE BASE PLATE ANCHOR
BOLT LAYOUT.
1.3 INSTALL PATH TO THE SCULPTURE UP TO THE TOP OF THE SUB BASE
MATERIAL.
1.4 INSTALUERECT THE 45 FOOT TALL, 4'-6" DIAMETER SCULPTURE WHICH
WILL BE DELIVERED TO CENTRAL AVENUE, ADJACENT TO THE ARTS QUAD
BOLT SCULPTURE TO TOP FLANGE OF C12.
1.4.1 STRUCTURE INFORMATION:
1.4.1.1 APPROXIMATE WEIGHT OF THE STRUCTURE IS 5000 POUNDS.
1.4.1.2 THE OVERALL STRUCTURE IS 45 FEET TALL. THE
STRUCTURE IS DIVIDED INTO 5 SEGMENTS THAT ARE
APPROXIMATELY 9 FEET IN LENGTH. THE CONTRACTOR WILL
BE RESPONSIBLE FOR BOLTING THE SEGMENTS TOGETHER.
THEIR RESPECTIVE WEIGHTS ARE: +/-1500 lbs (FIRST
BOTTOM SEGMENT), +/- 1200 Ibs, +/- 1000 Ibs, +/- 900 Ibs,
+/- 300 lbs (TOP SEGMENT).
1.4.1.3 EACH SEGMENT WILL HAVE LIFTING POINTS DESIGNED
ALONG THE VERTICAL STRUCTU MEMBERS. THE LIFTING
POINTS WILL BE CIRCULAR CUT-OUTS WITH A DIA. OF 1/2"
1.5 INSTALL 3" LIGHT DUTY ASPHALT TOP PATH TO THE SCULPTURE PER
5/S-101.
1.6 RESTORE SITE TO ORIGINAL CONDITIONS, SEED AND WATER.
2.0 AT THE END OF THE EXHIBIT IN MID DECEMBER, 2014:
2.1 UNINSTALL THE SCULPTURE AND LOAD ON TRUCK ON CENTRAL AVENUE,
ADJACENT TO THE ARTS QUAD. SALVAGE THE ROLLED C12x20.7 AND
TURN OVER TO CORNELL.
2.2 REMOVE AND DISPOSE OF THE FOUNDATION AND ASSOCIATED
COMPONENTS.
2.3 REMOVE AND DISPOSE OF ASPHALT PAVEMENTS.
2.4 RESTORE SITE TO ORIGINAL CONDITION AND SEED PER 6/S-101.
GENERAL NOTES:
1.0 ALL STRUCTURAL WORK, INCLUDING MATERIAL STRESSES AND METHODS OF
CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE OF THE STATE OF
NEW YORK, LATEST EDITION AND ALL OTHER APPLICABLE LOCAL CODES.
2.0 DIMENSIONS AND ELEVATIONS SHOWN ON PLAN AS PLUS/MINUS (+/-) ARE TO
BE CONSIDERED APPROXI ' ATE. EXACT VALUES FOR ALL (+/-) DIMENSIONS
ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR IN THE FIELD
THROUGH A BUILDING LAYOUT. THE CONTRACTOR SHALL VERIFY EXISTING
DIMENSIONS, ELEVATIONS AND CONDITIONS AND NOTIFY THE ENGINEER OF
ANY DISCREPANCIES PRIOR TO COMMENCING WORK.
NING:
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
ATE OF SUCH AL I tRATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
ARCH:
CIVIL-
ELEC:
MECH-
REVISIONS:
DATE: 6/6/2014 - ISSUE FOR CONSTRUCTION
3.0 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN VICINITY OF
FOUNDATIONS AND NOTIFY THE ARCHI I ECT IF A CONFLICT EXISTS. PROVIDE
INFORMATION ON LOCATION SIZE AND ELEVATION OF UTILITIES PRIOR TO
START OF WORK SO THAT ANY NECESSARY CHANGES CAN BE MADE WITHOUT
DELAYING THE PROJECT SCHEDULE.
NOTES j DEMOLITION NOTES:
SCALE: 1/2"=1
4'-6"+/_
COORDINATE W/SCULPTURE
y 10'-7 1/2"+
1.0 PROVIDE ADEQUATE MEASURES TO PROTECT WORKS AND THE GENERAL
PUBLIC DURING THE SHORING, DEMOLITION AND CONSTRUCTION PHASE OF
THE PROJECT.
EARTHWORK AND FOUNDATION NOTES:
1.0 ALL FOOTINGS ARE TO BE PLACED ON CLEAN, DRY, LEVEL, UNDISTURBED
NATIVE SOIL, ON IMPORTED, SELECT STRUCTURAL FILL, OR LEAN CONCRETE
THAT HAS BEEN INSPECTED AND APPROVED BY THE PROJECT ENGINEER.
THE SUITABILITY AND STABILITY OF EXISTING SOILS, THE DEPTHS AND
LATERAL LIMITS OF UNSUITABLE MATERIAL TO BE REMOVED, AND ADEQUACY
OF FOUNDATION BEARING GRADES SHALL BE DETERMINED BY THE PROJECT
ENGINEER. FOUNDATIONS SHALL NOT BE PLACED IN WATER, ON FROZEN
GROUND OR EXPOSED TO WEATHER.
2.0 IF GROUNDWATER IS ENCOUNTERED DURING EARTHWORK, FOUNDATION
BEARING GRADES SHALL BE UNDERCUT APPROXIMATELY 6 INCHES, AND
REPLACED WITH SELECT IMPORTED STRUCTURAL FILL. PRIOR TO PLACING
THE FILL, A WOVEN GEOTEXTILE FABRIC (MIRAFI 500X OR APPROVED EQUAL)
SHALL BE PLACED UPON THE APPROVED BEARING GRADE. THE GEOTEXTILE
SHALL BE W "PED OVER THE TOP OF THE STRUCTURAL FILL. THE SELECT
IMPORTED STRUCTURAL FILL SHALL EXTEND A MINIMUM LATERAL DISTANCE
FROM THE EDGE OF THE FOUNDATION OF 6 INCHES.
CONCRETE FILL INSIDE CHANNEL
LEAVE 3/4" FOR LEVEL GROUT AND MIRROR
(12) - 1/2" 0 A325 BOLTS W/WASHERS AND DOUBLE NUT
GRADE SLOPES
AWAY, 2%
99" x 9'-9" x 2'-1000NCRETE FOUNDATION
"GALAXY IS A MEMORY, EARTH IS A
SOUVENIR". SCULPTURE BfST-
C12x20.7 ROLLED CIRCLE,
OUTSIDE 0 OF 4'-7"+/-,
FULL BUTT WELD
LIGHT DUTY
ASPHALT \,
PAVEMENT
3.0 ALL EXCAVATIONS SHALL FULLY CONFORM TO ALL LOCAL, STATE AND
FEDERAL SAFETY REGULATIONS.
z
s
A
E
0
4.0 ALL FORMS AND REINFORCING STEEL IN PLACE SHALL BE APPROVED BY E
OWNER'S REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED.
SCULPTURE DOOR OPENING,
COORDINATE W/ SCULPTURE
DIMENSIONS
(12) - 3/400 HILTI IK BOLT TZ -CS
EQUAL SPACE AROUND CHANNEL
W/ 4 3/4" MINIMUM EMBEDMENT
CONCRETE NOTES:
DATE:
June 6, 2014
1.0 ALL CONCRETE WORK, CONSTRUCTION, AND REINFORCING DETAILS SHALL
CONFORM TO THE BUILDING CODE OF NEW YORK STATE AND "THE MANUAL
OF STANDARD PRACTICE" (ACI -301), LATEST EDITION.
FACILITY: 5920, 2500
DESIGN: ERIK ESHEL
2.0 THE CONCRETE MIX SHALL MEET THE FOLLOWING MINIMUM CRITERIA:
2.1 MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500 PSI AT 28
DAYS.
2.2 THE WATER CEMENT RATIO SHALL BE NO GREATER THAN 0.45.
2.3 THE AIR CONTENT SHALL BE 6.0% +1- 1.0%
2.4 CONTRACTOR SHALL SUBMIT MIX DESIGN FOR REVIEW AND APPROVAL
BY ENGINEER.
SITE PLAN,
SECTIONS,
DETAILS
AND NOTES
SCALE: 1/2"=1'-0"
:10
1/2" = 1'-0"
NOTES
Sheet 1 of 1
S 101
P0465
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