HomeMy WebLinkAboutRand Hall - Temporary Art InstallationINDEX OF DRAWINGS
ARCHITECT/ENGINEER PROJECT LOCATION OWNER
G001
3/7/2017 9:43:31 AM863-883 UNIVERSITY AVE. ITHACA,
NY 14850
CORNELL UNIVERSITY
MARCH 7, 2017
ART INSTALLATION RAND HALL
863-883 UNIVERSITY AVE.
ITHACA, NY 14850
CORNELL UNIVERSITY
No. Description Date
ARCHITECTURALGENERAL
G-001 TITLE SHEET
FIRE PROTECTION PLUMBING MECHANICAL ELECTRICALSTRUCTURAL
S-001 GENERAL NOTES AND ABBREVIATIONS
S-101 FLOOR PLAN
S-102 ELEVATIONS
S-103 FRAMING SECTIONS / DETAILS
S-104 PROJECTION BOX
PROJECT LOCATION
GENERAL NOTES
1. LOADS USED IN DESIGN
a. DEAD LOAD: SELF WEIGHT OF FRAMING, 35 LB VIDEO SCREENS
b. LIVE LOAD: 300 LB CONCENTRATED POINT LOAD (TO PRODUCE WORST CASE OVERTURNING)
c. WIND LOAD: 5 PSF INTERNAL
2. DIMENSION LUMBER
a. ALL DIMENSION LUMBER SHALL BE SURFACED DRY OR KILN DRIED NOMINAL 2X4's.
b. ALL DIMENSION LUMBER SUCH AS STUDS, PLATES, ETC. SHALL BE MINIMUM #1/#2 SPRUCE-PINE-FIR OR BETTER
WITH THE FOLLOWING PROPERTIES:
Fb= 875 psi Ft = 450 psi
Fv= 135 psi Fc= 1150 psi
COMPRESSION PERPENDICULAR TO GRAIN = 425 psi
E (MODULUS OF ELASTICITY) = 1400000 psi
c. UNLESS OTHERWISE NOTED, NAILING SHALL BE IN CONFORMANCE OF TABLE NO. 2304.9.1 NAILING SCHEDULE OF
THE IBC.
d. WHEN THREE OR MORE MEMBERS ARE REQUIRED, NAILING THROUGH EACH SIDE FACE OF EACH MEMBER IS
REQUIRED, AND SHALL BE NAILED WITH 16d COMMON NAILS AT 12".
3. FRAMING CONNECTORS, ANCHORS AND HANGERS
a. FRAMING CONNECTORS, ANCHORS AND HANGERS NOTED ON DRAWINGS SHALL BE MANUFACTURED BY SIMPSON
STRONG-TIE COMPANY, INC.
b. ALL PRODUCTS HAVE BEEN REFERENCED FROM THE CATALOG "WOOD CONSTRUCTION CONNECTORS 2015-2016".
c. NO SUBSTITUTION SHALL BE USED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER.
4. PLYWOOD SHEATHING
a. SHEATHING SHALL BE PLYWOOD BEARING THE APA GRADE TRADEMARK.
b. PARTICLEBOARD, WAFERBOARD AND COMPOSITE SHEATHING SHALL NOT BE ALLOWED UNLESS AN APA RATING IS
SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL AND MEETS OR EXCEEDS THE FOLLOWING CRITERIA.
c. SHEATHING SHALL BE 1/2" THICK, C-D PLYWOOD, APA RATED SHEATHING, EXPOSURE 1.
d. SHEATHING SHALL HAVE A SPAN RATING OF 24/0, APPLIED CONTINUOUS OVER TWO OR MORE SPANS WITH THE
GRAIN OF THE FACE PLYS PERPENDICULAR TO THE SUPPORTS.
e. PLYWOOD JOINTS SHALL BE STAGGERED.
f. SHEATHING BOUNDARIES SHALL BE NAILED WITH 6d COMMON NAILS AT 6".
g. ALL OTHER PANEL EDGES SHALL BE NAILED WITH 6d COMMON NAILS AT 6".
h. INTERMEDIATE FRAMING MEMBERS OTHER THAN AT PANEL EDGES SHALL BE NAILED WITH 6d COMMONS NAILS AT
12".
5. DIMENSIONS OF EXISTING CONSTRUCTION
a. ALL DIMENSIONS PERTAINING TO THE EXISTING CONSTRUCTION SHALL BE FIELD VERIFIED PRIOR TO
FABRICATION OF MATERIALS AFFECTED BY THESE DIMENSIONS.
STRUCTURAL ABBREVIATIONS
&AND IN INCH
+/- PLUS OR MINUS INT INTERIOR
@ AT A RATE OF INV INVERT
AB ANCHOR BOLT JST JOIST
ACI AMERICAN CONCRETE INSTITUTE JT JOINT
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION K KIP (1000 LBS)
AISI AMERICAN IRON AND STEEL INSTITUTE KSI KIPS PER SQUARE INCH
APPROX APPROXIMATELY L ANGLE
ARCH ARCHITECT / ARCHITECTURAL LLH LONG LEG HORIZONTAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS LLV LONG LEG VERTICAL
ASD ALLOWABLE STRESS DESIGN LONGL LONGITUDINAL
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LP LOW POINT
AWS AMERICAN WELDING SOCIETY LRFD LOAD AND RESISTANCE FACTOR DESIGN
BLDG BUILDING LW LIGHT WEIGHT
BLK BLOCK MANUF MANUFACTURER
BM BEAM MAS MASONRY
BOF BOTTOM OF FOOTING MAX MAXIMUM
BOT BOTTOM MEP MECHANICAL, ELECTRICAL, AND PLUMBING
BRG BEARING MIN MINIMUM
BS BOTH SIDES MTL METAL
CFMF COLD FORMED METAL FRAMING NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
CIP CAST IN PLACE NF NEAR FACE
CJ CONTROL JOINT NIC NOT IN CONTRACT
CL CENTERLINE NTS NOT TO SCALE
CLR CLEAR OC ON CENTER
CLSM CONTROLLED LOW STRENGTH MATERIAL OD OUTSIDE DIAMETER
CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE
COL COLUMN OPNG OPENING
CONC CONCRETE PC PILE CAP
CONN(S)CONNECTION / CONNECTIONS PCF POUNDS PER CUBIC FOOT
CONST JT CONSTRUCTION JOINT PL PLATE
CONT CONTINUOUS PSF POUNDS PER SQUARE FOOT
CRSI CONCRETE REINFORCING STEEL INSTITUTE PSI POUNDS PER SQUARE INCH
DEPR DEPRESSED PT POINT
DET DETAIL PVC POLYVINYL CHLORIDE
DIA DIAMETER R RADIUS
DIM DIMENSION REINF REINFORCED / REINFORCING / REINFORCEMENT
DIR DIRECTION REQD REQUIRED
DWG(S) DRAWING(S)RET RETURN
DWL(S) DOWEL(S)RETG, RTG RETAINING
EA EACH SC SHEAR CONNECTOR
EF EACH FACE SDI STEEL DECK INSTITUTE
EIFS EXTERIOR INSULATION FINISHING SYSTEM SECT SECTION
EL ELEVATION SF SQUARE FOOT
ELEV ELEVATOR SIM SIMILAR
EOD EDGE OF DECK SL SPLICE LENGTH
EQ EQUIVALENT SOG SLAB-ON-GRADE
EW EACH WAY SPC(S)SPACED / SPACES
EXIST EXISTING
SPEC(S)SPECIFICATION / SPECIFICATIONS
EXP BOLT EXPANSION BOLT
SQ SQUARE
EXP JT EXPANSION JOINT SS STAINLESS STEEL
EXT EXTERIOR STD STANDARD
FDN FOUNDATION STIFF STIFFENER
FF FAR FACE STL STEEL
FFE FINISH FLOOR ELEVATION STRUCT STRUCTURAL
FIN FINISH SUP SUPPORT
FL FLOOR SYM SYMMETRIC / SYMMETRICAL
FT FEET / FOOT T&B TOP AND BOTTOM
FTG FOOTING TH/THK THICK OR THICKNESS
GA GAUGE THRD THREADED
GALV GALVANIZED TOC TOP OF CONCRETE
GB GRADE BEAM TOF TOP OF FOOTING
GP GUSSET PLATE TOS TOP OF STEEL
GR GRADE TOW TOP OF WALL
HDG HOT DIPPED GALVANIZED TRANS TRANSVERSE
HEF HORIZONTAL EACH FACE TYP TYPICAL
HGT HEIGHT UNO UNLESS NOTED OTHERWISE
HORIZ HORIZONTAL VEF VERTICAL EACH FACE
HP HIGH POINT VERT VERTICAL
HS HIGH STRENGTH VIF VERIFY IN FIELD
IBC INTERNATIONAL BUILDING CODE W/WITH
ID INSIDE DIAMETER W/O WITHOUT
IE INVERT ELEVATION WP WORKING POINT
IF INSIDE FACE WWR WELDED WIRE REINFORCING
UNAUTHORIZED ALTERATION OF
THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW,
SECTION 7209, SUBDIVISION 2.
Seal
Project No.
Drawing Title
Drawing No.
Date
Scale
Project Name
860 Hooper Road
Endwell, New York 13760
Tel: 607.231.6600
Fax: 607.231.6650
Email: mail@delta-eas.com
Web: www.delta-eas.com
AS SHOWN
3/7/2017 9:43:27 AMS-001
GENERAL NOTES AND
ABBREVIATIONS
2017.055.001
MARCH 7, 2017
CORNELL UNIVERSITY
ART INSTALLATION RAND
HALL
No. Revision Date
2' - 6 1/2"15' - 0" +/-
EXTERIOR FACE OF BUILDING15' - 10" +/-1
S-103
1
S-102
3
S-102
4
S-102
2
S-102
EXIST CEILING LIGHTS - TYP
1' - 9 3/4"2' - 1 1/2"2' - 1 1/2"1' - 10 1/2"2' - 1 1/2"1' - 10 1/2"1' - 10 1/2"2' - 1 1/2"2' - 1 1/2"1' - 9 3/4"
1' - 10 1/2"
9 INTERIOR FRAMES, TYP - REFER TO 1/S-103
16' - 3"1' - 10 1/2"
ENDWALL FRAME
WITH DOOR
EXIST COLUMN
- TYP
5' - 4"16' - 0" +/-5' - 6 1/4" +/-2' - 6 1/2"12' - 2 1/2" +/-2X4 PLATFORM7' - 8"2X4 PLATFORM AND HOUSE FRAMING
20' - 0"13' - 0" +/-
4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
2X4 PERIMETER FRAMING - TYP
2X4 @ 16" FASTENED WITH 10d
COMMON FRAMING NAILS - TYP
UNAUTHORIZED ALTERATION OF
THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW,
SECTION 7209, SUBDIVISION 2.
Seal
Project No.
Drawing Title
Drawing No.
Date
Scale
Project Name
860 Hooper Road
Endwell, New York 13760
Tel: 607.231.6600
Fax: 607.231.6650
Email: mail@delta-eas.com
Web: www.delta-eas.com
AS SHOWN
3/7/2017 9:43:41 AMS-101
FLOOR PLAN
2017.055.001
MARCH 7, 2017
CORNELL UNIVERSITY
ART INSTALLATION RAND
HALL
No. Revision Date
SCALE: 3/4" = 1'-0"S-101
1 HOUSE PLAN
PLAN NORTH
WINDOW OPENING
2' - 0"
WINDOW OPENING
2' - 0"
OUT-TO-OUT OF SHEATHING
15' - 0"
2' - 0 1/2"
2' - 1 1/2"
2' - 0 1/2"
1' - 3"
1' - 3"
2' - 0 1/2"
2' - 1 1/2"
2' - 0 1/2"6' - 3 1/4"2.75
12
5' - 4"BOTTOM OF LIGHTS - TYP9' - 4" +/-EXIST SPRINKLER SYSTEM - TYP.
BOTTOM OF SPRINKLER HEADS APPROX
10'-5" ABOVE FFE
EXIST CEILING LIGHTS - TYP.
15' - 10" +/- VIF
PROVIDE 1/2" PLYWOOD
SHEATHING TO ALL WALLS - TYP
EXIST EXTERIOR WALL
WINDOWS - TYP
2X4 WALL STUDS - TYP OF END WALLS
(3) 2X4 "RAFTERS" - TYP OF ENDWALLS
2X4 (CONT)
- TYP
PROVIDE 650 LB (MIN) OF SANDBAGS
EVENLY DISTRIBUTED ALONG LENGTH
OF HOUSE FOR STABILIZATION
1/2" PLYWOOD
SHEATHING
EXIST HEAT
RADIATOR - TYP
EXIST COLUMN
SANDBAGS
3' - 0"
CUT CORNERS OF PALLETS TO MATCH ROOF PITCH
1/2" PLYWOOD
PLATFORM
7' - 8"
CUT PALLET
1' - 6"
PALLET
3' - 4"
PALLET
3' - 4"
PROVIDE STANDARD 48"X40"
WOOD PALLETS - TYP
3"
OUT-TO-OUT OF FRAMING
20' - 0"ENDWALL FRAME WITHOUT DOORENDWALL FRAME WITH DOOR4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
1' - 9 3/4" O.C.2' - 1 1/2" O.C.2' - 1 1/2" O.C.1' - 10 1/2" O.C.1' - 10 1/2" O.C.2' - 1 1/2" O.C.1' - 10 1/2" O.C.2' - 1 1/2" O.C.2' - 1 1/2" O.C.1' - 9 3/4" O.C.
OUT-TO-OUT OF SHEATHING
20' - 1"VIF11' - 0" CEILING +/-WINDOW OPENING
2' - 0"
WINDOW OPENING
2' - 0"
2X4 (CONT) - TYP
EXIST CEILING LIGHTS - TYP EXIST SPRINKLER SYSTEM EXIST COLUMN - TYP
PROVIDE STANDARD
48"X40" WOOD PALLETS - TYP
W I N D O W O P E N I N G
2 ' - 0 "
W I N D O W O P E N I N G
2 ' - 0 "
O U T -T O -O U T O F S H E A T H I N G15' - 0 "
2 ' - 0 1 /2 "
2 ' - 1 1 /2 "
2 ' - 0 1 /2 "
2 ' - 6 "
2 ' - 0 1 /2 "
2 ' - 1 1 /2 "
2 ' - 0 1 /2 "
D O O R O P E N I N G
2 ' - 4 1 /2 "
2.75
126' - 3 1/4"BOTTOM OF LIGHTS - TYP9' - 4" +/-EXIST BUILT-UP 10"x8 3/8" COLUMN - TYP FOR ALL
EXIST HEAT
RADIATOR - TYP
1/2" PLYWOOD
SHEATHING ON
"ROOF"6' - 11 1/2"TYP3' - 8 1/2"TYP1' - 0 1/2"EXIST EXTERIOR WALL
WINDOWS - TYP
EXIST SPRINKLER SYSTEMEXIST CEILING LIGHTS - TYP
CUT CORNERS OF PALLETS TO MATCH ROOF PITCH
1/2" PLYWOOD
2X4 PLATFORM
7' - 8"SANDBAGS
3' - 0"
HORIZ 2X4 BRACES (CONT) - TYP
PROVIDE 650 LB (MIN) OF SANDBAGS
EVENLY DISTRIBUTED ALONG LENGTH
OF HOUSE FOR STABILIZATION
CUT PALLET
1' - 6"
PALLET
3' - 4"
PALLET
3' - 4"
PROVIDE STANDARD
48"X40" WOOD PALLETS - TYP
3"
4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
1' - 9 3/4" O.C.2' - 1 1/2" O.C.2' - 1 1/2" O.C.1' - 10 1/2" O.C.1' - 10 1/2" O.C.2' - 1 1/2" O.C.1' - 10 1/2" O.C.2' - 1 1/2" O.C.2' - 1 1/2" O.C.1' - 9 3/4" O.C.
OUT-TO-OUT OF SHEATHING
20' - 1"
OUT-TO-OUT OF FRAMING
20' - 0"ENDWALL FRAME WITHOUT DOORENDWALL FRAME WITH DOORVIF11' - 0" CEILING +/-WINDOW OPENING
2' - 0"
WINDOW OPENING
2' - 0"
WINDOW OPENING
2' - 0"
EXIST COLUMNS
15' - 0"
(3) 2X4 FRAMING AT ENDWALLS - TYP
EXIST CEILING LIGHTS - TYP
PROVIDE STANDARD
48"X40" WOOD PALLETS - TYP
UNAUTHORIZED ALTERATION OF
THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW,
SECTION 7209, SUBDIVISION 2.
Seal
Project No.
Drawing Title
Drawing No.
Date
Scale
Project Name
860 Hooper Road
Endwell, New York 13760
Tel: 607.231.6600
Fax: 607.231.6650
Email: mail@delta-eas.com
Web: www.delta-eas.com
AS SHOWN
3/7/2017 9:43:36 AMS-102
ELEVATIONS
2017.055.001
MARCH 7, 2017
CORNELL UNIVERSITY
ART INSTALLATION RAND
HALL
No. Revision Date
SCALE: 1/2" = 1'-0"S-102
3 ENDWALL FRAME WITHOUT DOOR
SCALE: 1/2" = 1'-0"S-102
2 HIGH SIDE ELEVATION
SCALE: 1/2" = 1'-0"S-102
1 ENDWALL FRAME WITH DOOR
SCALE: 1/2" = 1'-0"S-102
4 LOW SIDE ELEVATION
0'
SCALE: 1/2" = 1'-0"
6"1'4'2'
WALL
STUDS
- TYP
ROOF
RAFTERS
- TYP
FLOOR
JOISTS
- TYP
WALL
STUDS
- TYP
OUT-TO-OUT OF SHEATHING
15' - 0"6' - 3 1/4"2.75
12BOTTOM OF LIGHTS - TYP9' - 4" +/-PROVIDE 650 LB (MIN) OF SANDBAGS
EVENLY DISTRIBUTED ALONG LENGTH
OF HOUSE FOR STABILIZATION
CUT CORNERS OF PALLETS TO MATCH ROOF PITCH
1/2" PLYWOOD
CUT PALLET
1' - 6"
PALLET
3' - 4"
PALLET
3' - 4"
PLATFORM
7' - 8"SANDBAGS
3' - 0"
WINDOW OPENING
2' - 0"1' - 0"WINDOW HEIGHT3' - 7"(6) 10d COMMON
FRAMING NAILS - TYP
1/2" PLYWOOD GUSSET
PLATES (EA SIDE) WITH
6d COMMON FRAMING
NAILS NO MORE THAN
2" APART
8"x8" 1/2" PLYWOOD
GUSSET PLATES (EA
SIDE) WITH 6d COMMON
FRAMING NAILS NO
MORE THAN 2" APART
8"x8" 1/2" PLYWOOD
GUSSET PLATES
(EA SIDE) WITH 6d
COMMON FRAMING
NAILS NO MORE
THAN 2" APART
10"x16" 1/2" PLYWOOD GUSSET
PLATES (EA SIDE) WITH 6d
COMMON FRAMING NAILS NO
MORE THAN 2" APART
JOINTS AT "EAVE"CENTER JOINTS AT "FLOOR"
JOINTS AT "RIDGE"CORNER JOINTS AT "FLOOR"
1' - 4"
8"8"10"8"8"1' - 0"1' - 0"DOOR HEIGHT6' - 8"9"DOOR OPENING
2' - 4 1/2"
JOINTS AT "EAVE"CENTER JOINTS AT "FLOOR"
JOINTS AT "RIDGE"CORNER JOINTS AT "FLOOR"
3 1/8" x 7" SIMPSON TIE PLATE
(EA SIDE) WITH 16d COMMON
FRAMING NAILS - TYP
3 1/8" x 7" SIMPSON TIE PLATE
(EA SIDE) WITH 16d COMMON
FRAMING NAILS - TYP
SIMPSON STRONG-TIE H8 HURRICANE
TIE STRAPS (EA SIDE) WITH 16d
COMMON FRAMING NAILS - TYP
SIMPSON STRONG-TIE H8 HURRICANE
TIE STRAPS (EA SIDE) WITH 16d
COMMON FRAMING NAILS - TYP
UNAUTHORIZED ALTERATION OF
THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW,
SECTION 7209, SUBDIVISION 2.
Seal
Project No.
Drawing Title
Drawing No.
Date
Scale
Project Name
860 Hooper Road
Endwell, New York 13760
Tel: 607.231.6600
Fax: 607.231.6650
Email: mail@delta-eas.com
Web: www.delta-eas.com
AS SHOWN
3/7/2017 9:43:46 AMS-103
FRAMING SECTIONS /
DETAILS
2017.055.001
MARCH 7, 2017
CORNELL UNIVERSITY
ART INSTALLATION RAND
HALL
No. Revision Date
SCALE: 1/2" = 1'-0"S-103
1 INTERIOR FRAME SECTION SCALE: 3/4" = 1'-0"S-103
2 TYP WINDOW FRAMING
0'
SCALE: 1/2" = 1'-0"
6"1'4'2'
0'
SCALE: 3/4" = 1'-0"
4"8"2'-8"1'-4"
SCALE: 1" = 1'-0"S-103
4 TYP INTERIOR FRAME CONNECTIONS
0'
SCALE: 1" = 1'-0"
3"6"2'1'
SCALE: 3/4" = 1'-0"S-103
3 TYP DOOR FRAMING
2X4 FRAMING FOR
ALL MEMBERS - TYP
SCALE: 1" = 1'-0"S-103
5 TYP ENDWALL FRAME CONNECTIONS
2' - 11"EQ EQ EQ
4' - 11"
2X4 BASE FRAMING - TYP
EQ EQ EQ
EQEQ2' - 11"3' - 0"4' - 11"
4' - 4"
5' - 0"
2X4 SILL
PLATE
- TYP
2X4 WALL
STUDS - TYP
2X4 BASE
FRAMING - TYP
1/2" GYPSUM BOARD - TYP
7' - 8"4"8' - 0"4' - 11"
(2) 2X4 TOP PLATES.
OVERLAP AT CORNERS
2X4 WALL STUDS
EVENLY SPACED - TYP
1/2" PLYWOOD
2X4 BASE - TYP
2X4 SILL PLATE - TYP
1/2" GYPSUM BOARD - TYP
4' - 4"
EQ EQ EQ
2' - 11"7' - 8"4"8' - 0"(2) 2X4 TOP PLATES.
OVERLAP AT CORNERS
2X4 WALL STUDS
EVENLY SPACED- TYP
1/2" PLYWOOD
2X4 BASE - TYP
2X4 SILL PLATE - TYP
1/2" GYPSUM BOARD - TYP
EQ EQ
750 LBS SANDBAG BALLAST
UNAUTHORIZED ALTERATION OF
THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW,
SECTION 7209, SUBDIVISION 2.
Seal
Project No.
Drawing Title
Drawing No.
Date
Scale
Project Name
860 Hooper Road
Endwell, New York 13760
Tel: 607.231.6600
Fax: 607.231.6650
Email: mail@delta-eas.com
Web: www.delta-eas.com
AS SHOWN
3/7/2017 9:43:51 AMS-104
PROJECTION BOX
2017.055.001
MARCH 7, 2017
CORNELL UNIVERSITY
ART INSTALLATION RAND
HALL
No. Revision Date
SCALE: 1" = 1'-0"S-104
1 PROJECTION BOX BASE PLAN
SCALE: 1" = 1'-0"S-104
2 PROJECTION BOX PLAN
SCALE: 1" = 1'-0"S-104
3 PROJECTION BOX LENGTH
SCALE: 1" = 1'-0"S-104
4 PROJECTION BOX WIDTH
0'
SCALE: 1" = 1'-0"
3"6"2'1'