HomeMy WebLinkAbout16401 LAKESHORE DR_ 02-1330 (6)16401 LAKESHORE DR. 02 -1330 6 OF 6
a--
Aw
1
A 6s "
A
N
0.0
II N
II N
4n - u
T I IIII
SANDY SILT 1O ° I I
N N N
B
23.0
2 1 /4 "O x 6'
ANCHOR BOLT
ORIENTATION
REQUIRED
44.0 "0 BOLT CIRCLE —" `r
VIEW A -A
TEMPLATE NOT SHOWN)
T
ATTACH EACH ANCHOR BOLT
TO THE SETTING TEMPLATE WITH
THE HEX NUTS PROVIDED
J
B
N
F
66 "0 PIER
SECTION B -B
FOUNDATION LOADING
MOMENT, ft -kips 1182.2
SHEAR, kips 20.1
AXIAL, kips 13.2
MATERIAL LIST
ITEM QTY LENGTH DESCRIPTION
O1 8 6' -0"
2 1/4 "0 ANC. BOLTS
A615 -GR.75
O 22 23' -s" 8 (ASTM A615- GR.60)
25 16_11^ 05 (ASTM A615- GR.60)
CONCRETE (cub. yd.) 23.0 4000 psi
STEEL (Ibs.) 1820.0 ASTM A615 -GR.60
55 "0 REBAR CAnP =, -
4" MIN.
24"
Em
7610 Jenther Drive
Mentor, Ohio 44060
EAVORS Tel: (440)918 -1101
ORPORATED Fax (440)918 -1108
NEXTEL COMMUNICATIONS
75' -0" PINE TREE POLE
MACHADO /CA -6748 SITE
RIVERSIDE COUNTY, CA
DESCRP71ON DRANK BY CNEC ED BY DATE
PROJECT NW61
JAY PARR TZ _ V. 1 02/06/00 7709
D7709 -75.0
GENERAL NOTES
1. THIS FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT
PROVIDED BY ROBERT YOUNG AND ASSOCIATES ON MAY 24, 2000.
2. THE SOIL REPORT SHOULD BE CONSULTED PRIOR TO CONSTRUCTION.
GEOTECHNICAL AND CONSTRUCTION INSPECTION IS REQUIRED.
3. STEEL CASING MAY BE REQUIRED TO PREVENT SOIL CAVING OR
SLOUGHING DURING CONSTRUCTION.
4. PIER EMBEDMENT IS SHOWN FROM THE GROUND ELEVATION AT THE
TIME OF THE SOIL INVESTIGATION (REFER TO SOIL REPORT.)
10 SHOULD THE ACTUAL SOIL CONDITIONS DIFFER FROM THOSE SHOWN INQQFES$
O S• fqy( THE SOIL REPORT, THE FOUNDATION DESIGNER SHALL BE NOTIFIED
c
TO EVALUATE THESE CHANGES.
WITH A
Z 5. REINFORCING STEEL SHALL CONFORM TO t.STM A615 -87
60812 Z MINIMUM YIELD STRESS OF 60 ket. VERTICAL BAR SPLICES SHALL
w n^Ti
of pP0 a
BE IN ACCORDANCE WITH ACI 318 -95 CHAPTER 12. WELDING OF
REBARS SHALL BE
Q
CROSSING BARS OR SPLICES IS NOT PERMITTED.
ASSEMBLED USING STEEL WIRE.
CN11. 6. CONCRETE MIX QUALITY AND CONSTRUCTION PROCEDURES SHALL BE
Of Ciro, IN COMPLIANCE WITH ACI 318 -95.
SHALL HAVE A MINIMUM COMPRESSIVE STRtNGTrI OFZ--CONCRETE
4000 psi AT 28 DAYS.
8. ANCHOR BOLT ORIENTATION IS REQUIRED PRIOR TO CONCRETE PLACEMENT.
G
7/y - ti 9. REFER TO EEI DRAWING NUMBER GS52632 FOR ANCHOR BOLT, TEMPLATE,
AND BASE PLATE DETAILS AND REQUIREMENTS. FOUNDATION INSTALLER
MUST VERIFY ANCHOR BOLT LENGTH, QUANTITY, AND PATTERN PRIOR TO
CONCRETE PLACEMENT.
10. THIS FOUNDATION IS DESIGNED IN ACCORDANCE WITH ACI 318 -98.
AND ANSI T1A /EIA 222 -F.
11. GROUNDING BY OTHERS.
55 "0 REBAR CAnP =, -
4" MIN.
24"
Em
7610 Jenther Drive
Mentor, Ohio 44060
EAVORS Tel: (440)918 -1101
ORPORATED Fax (440)918 -1108
NEXTEL COMMUNICATIONS
75' -0" PINE TREE POLE
MACHADO /CA -6748 SITE
RIVERSIDE COUNTY, CA
DESCRP71ON DRANK BY CNEC ED BY DATE
PROJECT NW61
JAY PARR TZ _ V. 1 02/06/00 7709
D7709 -75.0