HomeMy WebLinkAboutSibley Hall-Rand Hall Projectf
CONELL UNIVEKSITY/fANKFA
947 UNIVERSITY AVE-5IBLEY I -ALL
ITHACA, NY I 4850
20' X 2 I ' X 8'
DESIGN NOTES
ALL CONSTRUCTION SHALL BE PROVIDED
ACCORDANCE WITH IBC 20 1 5,
ASCE 7- I 0, OSHA, AISC 360, A151 I 00, AWSD 1.3
CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. SASE CONNECTIONS SHALL BE PROVIDED AS SHOWN
ON FOUNDATION DETAILS SHEET,
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED
CONNECTIONS,
5. ALL FIELD CONNECTIONS SHALL DE PI 2 (1/451
(ESR -2 1 50) OK APPROVED EQUAL
G. STEEL SHEATHING SHALL BE 2eGA.
CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT.
3/4" (F' &0K'31) OK EQ.
7. ALL STRUCTUKAL LIGHT GAUGE TUBING AND CHANNELS
SHALL BE GRADE 50 C -ALV. STEEL.
5TRUC:TURAL TIME. TS2 I/2"'<2 1/2" - I 4GA. 15
EQUIVALENT TO "i -S2 1/7;"):2 r/q" - I 2.CA ANIP EITHET,
ONE MAY 55 0550 11N LIEU OF THE OTHER.
9, 1 2GA 0 r)rFIN57) AS 0 [Of'," 1 HICICI\Iff)5. 1 4GA 15
DEFINED AS 0.083" THICKNESS. 26GA 15 DEFINED AS
0.0 I 9" THICKNESS. 29GA 15 DEFINED AS 0.0 5"
THICKNESS.
15
DESIGN CRITERIA DRAWING INDEX
PREVAILING CODE:
USE GROUP:
RISK CATEGORY:
NY5BC (IBC 20 1 5)
J (CARPORTS. BARNS)
DEAD LOAD (D) 0 = 2.0 555
2. ROOF LIVE/SNOW LOAD (1r) Lr 30 555
3. SNOW LOAD (5)
GROUND SNOW LOAD
IMPORTANCE FACTOR
THERMAL FACTOR
EXPOSURE FACTOR
ROOF SLOPE FACTOR
4. WIND LOAD (W)
DESIGN 'WIND 595.50 Vult 30 IvIrh
EX705URE
5. 55151viIC LOAD (5)
.5Ds/SDI 0. 7/0.05
DESIGN CATEGORY E],
IMPORTANCE FACTOR le = - .00
COVER SHEET
2 ELEVATIONS
3 FOUNDATION DETAILS
4 FLOOR PLAN DETAILS
5 FRAME SECTION $ DETAILS
Pg = 44 555 0 ,,,, SIDE WALL FRAMING DETAILS
Is = 0.50
Ct = I .2
Ce =
C F., = . 0
LOAD COMBINATIONS:
D + (Lr OR 5)
D + (0.6W OR -±0.7E)
3. D + 0.75 (0.6W OR ±0.75) -1- 0.75 (Lr OR 5)
4. 0.6D - (0.6W OR -±0.7F)
AVE-SIBLEY
COVER, 5-Eff
1
4- 1 7-05 1 2
PROJECT NO.:
0
DRAWN BY:
SHEET NO.:
0
SEAL:
EXPIRES: 10/31/2018
DATE SIGNED:
APR 19 2017
I 2
FIN. GRADE
13
2a -O"
FRONT END WALL ELEVATION
SCALE; //8" I '
N
FIN. GRADE/
12
BACK. END WALL ELEVATION
SCALE; I/5" '
0
IKIG1-1-1 SIDE WALL ELEVATION
SCALE: )/8" '
LtI SIDE WALL ELEVATION
SCALE; 1/5"
•
uJ
uJ
w
cn
z
0
11
I 4G- 1 7-05 1 2
PROJECT NO.:
DRAWN BY:
SHEET NO.:
0
N0
SEAL:
EXPIRES: 10/31/2018
DATE SIGNED:
APR 19 2017
P;P:044.
2 4!..p422: 1. 54
1112.4,Q2X APG:p442:1:J.132
21111L1:„.11111111111110111101,„::,
ANCHOR, 'A'
ANCHOR '5'
COLUMN POST OR
END WALL POST
BASE RAIL
3/40 X 36" h CAL ANCHOR W/(2) 4" HE IX
3/40 X 30" THRD. ROD EMBED. IN EARTH
FOUNDATION NOTES:
HELICAL SOIL ANCHORS h ELICAL SHALL DE LOCATED AT ALL 4
CORNERS, ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON
ALTERNATE INTERIOR COLUMN PO5T5 AND END WALLS POSTS.
2. HELICAL ANCHORS ARE TO 55 USED CNLY IF THE DRIVING TORQUE
INTO THE GROUND 15 I 50 FT -LBS OR GREATER., MAN 15
NOT RESPONSISLE FOR SOIL QUALITY AT 51TE.
3, HELICAL ANCHORS CAN ONLY 55 USED FOR CLASS 2. 3 t- 4 SOILS
(5E5 SOIL CLASSIFICATIONS THIS PAGE).
.4, ALL POSTS WITH NO ANCHORS ADJACENT SHALL 55 ANCHORED TO
THE- GROUND WITH A 3/4" 0 X 30" LG.
ROD, RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF
RUST PROOF PRIMER.
5, ASSUMED SOIL BEARING CAPACITY i5 TO 55 A MIN. OF
500 555.
DRILL 5/5" !--10L5 THROUGH
SASE RAIL AND SECURE
ANCHOR EYE WITH I /2" 0
THROUGH SOLT AND 2"
WASHERS 5.5.
3/4" 0)< 30" ANCHOR ROD
5l4" 0 514A7 X (2) 4"
D'SKS - HELICAL SOIL
ANCHOR
°sr
SOIL CLASSFICATION":
SOIL CLASS DESCRIPTION
2 SANDY GRAVEL AND GRAVEL, VERY THIN DENSE ANP/OR
CEMENTED SANDS. COARSE GRAVEL/CODDLES. PRELOADED
SILTS, CLAYS AND CORAL.
SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, MEDIUM
DENSE COARSE SANDS, SANDY GRAVEL, VERY STIFF SILT
AND SANDY CLAYS.
4 LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS AND ALLUVIAL FILLS.
"FROM HID "MODEL MANUFACTURED HOME INSTALLATION STANDARDS"
:
FOUNDATION DffTA
SCALEI/2ILED
American Ca
C.)
+.1
C/
SEAL.
FOUNDATION PLAN
SCALS 1,5I '
EXPIRES: 10/31/2018
DATE SIGNED:
APR 19 2017
I It
FLOOR PLAN
SCALE: 3/1 G" I '
POOR/
COLL/1\4N
POS
ANCHOR
BASE RAIL
ANChOR. DIA
SCALE: 3/8" 7
fCOLUMN
POST
ANCHOR
ANCHOR Dt
5CALE., 31E1° I '
NOTE: SEE SI -IT 3 FOR ANCHOR TYPE MEMER PROPERTIES
SEAL:
DLAN ANC-ORS
1 46- 1 7-05 1 2
PROJECT NO.:
DRAWN BY:
0
SHEET NO.:
EXPIRES: 10/31/2018
0
DATE SIGNED:
APR 19 2017
2'-8 i"
5 SPACES @ 2'- I 1
CC =
I 4'-7"
1,
2"--5
-..•,'
f
1,
1
.
-,
•
7,
.,
,, ..
''
..
,•
4 4
2'-8'
/
5 SPACES @ 2°- I 1
CC =
1 4'-7"
2'-8
0
'WI, r111
/--
FLOOR PLAN
SCALE: 3/1 G" I '
POOR/
COLL/1\4N
POS
ANCHOR
BASE RAIL
ANChOR. DIA
SCALE: 3/8" 7
fCOLUMN
POST
ANCHOR
ANCHOR Dt
5CALE., 31E1° I '
NOTE: SEE SI -IT 3 FOR ANCHOR TYPE MEMER PROPERTIES
SEAL:
DLAN ANC-ORS
1 46- 1 7-05 1 2
PROJECT NO.:
DRAWN BY:
0
SHEET NO.:
EXPIRES: 10/31/2018
0
DATE SIGNED:
APR 19 2017
ROOF SHEATHING -
5EE SCHEDULE FOR
FASTENER,
REQUIREMENTS
6" LG. CONNECTOR
SLEEVE - FIELD
50#LIT2EX5IW"5/EL6F)
DRILLING SCREWS
AS SHOWN
S'DE WALL
SHEATHING 1 SIDE
ONLY - SEE
ELEVATION
12
31
3g
PURLINS
KNEE BRACE
ATTACH W/ (2) #12 X
I " TEKS SCREW
COLUMN FOST
ROOF MEMBER
AM DETAIL
SCALE: 1 /2'
o
SIDE WALL
SHEATHING 1 SIDE
ONLY - SEE
ELEVATION
6" LG. COLUMN
SLEEVE - FIELD BOLT
W/ (6) # 2X I TEKS
SCREWS AS SHOWN
COLUMN POST
2 1/2" SQ. X 14GA TUBE
ROOF MEMBER
BASE RAIL
PEAK BRACE
KNEE BRACE
CONNECTOR SLEEVE
PURLINS
2 1/2" 5Q. X 14GA TUBE
2 1/250. X 14GA TUBE
2 1/2" 5Q. X 14GA TUBE
2 /2"X114GA CHANNEL
2 1/4" SQ. X I 4GA TUBE
4" X 1 4GA HAT CHANNEL
1099011290210092ASNAGNI011921122019922
LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE
SPACING
6" CC
MIN.
4" Cr
FASTENER TYPE: # ! 2x i " SELF -DRILL SCREWS
(ESR, -2196) W/ NEOPRENE/STEEL WASHER,
COLUMN
POST
545 E RAIL
E, I /2"
BASE DETAIL
SCAL®
FRAME SECTIO
SCALE: 3/ 1 :
8" CC
PEAK BRACE -
ATTACH W/ 1/8"
WELD X 6" LG E.S.
PEAK BRACE DETAIL
SCALE: l/2 .
SEAL:
EXPIRES: 10/31/2018
0
cij
DATE SIGNED:
APR 19 2017
COLUMN POST —\
BASE I
6" SLEEVE WELDED TO
BASE RAIL AND
ATTACHED TO COLUMN
POST WITH (G) # 2
5D5 A5 SHOWN
FOR SPACING SEE
SHEATHING FASTENER
SCHEDULE
PURLINS
CONNECTOR SLEEVE
ATTACH PURLINS TO
ROOF BEAMS W/ (2)
FASTENERS
GIRT/PURLINS
COLUMN -BASE DETAIL° GIRT/PURLIN DETAIL°
SCALE: I/2 I ° SCALE: i /2' •
BASE RAIL
SIDE WALL F'OST
4" X 1 4GA HAT CHANNEL
2 I /4" 5Q. X I 4GA TUBE
2 I /2" 5Q. X I 4GA TUBE
2 I /2" 50. X I 4GA TUBE
FURLIN- I
BASEAi
2a -o"
RIGHT SIDE WALL FRAMING
SCALE: 0 /eP 1
SEAL:
PURLIN
SASE RAIL -N
2a -o"
LEFT SIDE WALL FRAMING
SCALE: US1
084311
0 SS
EXPIRES: 10/31/2018
DATE SIGNED' APR 19 2017