Plans I
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SUMMIT MANUFACTURING, INC. S PAUL U C T U R L E AD " N G CN E E S
225 KIWANIS BLVD. W. HAZLETON, PA 18201 350 East Brood Street Suite 500 Cdumbus. Ohio 43215
(717)454 -8730 FAX (717)454 -5946 (814)-221-6679 FAX (614) 221 - 2540
Page - 1 Of - 2
16" ACROSS FLATS By KJS Dote 10 -18 -1996
80' -0" Job No. A29296 -405
76' -O" or M Revision No. Dote
Pole 80 FT MONOPOLE
Site TIGARD. OREGON
• C.P. , Owner AIRTOUCH CELLULAR
Design 80 MPH /69.3 MPH + 1/2" RADIAL ICE
According to TIA /EIA 222 -F 1996
4 70' -0"
POLE SPECIFICATIONS:
DISH POLE SHAPE TYPE: 18- SIDED' POLYGON
TAPER: 0.162039 IN/FT
a S l. 3/16 x 44' -0" SHAFT STEEL ASTM A607 GRADE 60
rn �'' (EST WT = 1.727k)
M w BASE I. STEEL ASTM A572' GRADE 50
m u o_ ANCHOR BOLTS: 2 1/4 "0 x 8' -0" LONG
#1BJ ASTM A615 -GRADE 75
ANTENNA LIST ` I,, 0 P10Ofts
ND EL 9C 1dA , � 6 N e� i4,
TOP LIGHTNING ROD @ 4 '1% 'l
1 -4 TOP (4) LPD 7905/8 #18439PE
- TOP 10 -FT OMNI ARM MOUNTS
5 70' 6'0 DISH W/ RADOME (5 GHz) s" d
6 -13 40' (8) LPD 7905/8 y i ORSON 4 a
- 40' 10 -FT LOW PROFILE PLATFORM 0 '� /' ' 4 r .0 I Q`
- STEP BOLTS FULL HEIGHT E 1 i P
35' -0" - ANTENNA FEEDLINES RUN INSID' OFD • 'E , f A' YY
I I SPLICE LENGTH / Y_ _*
MIN = 32.4"
DESIGN = 36" 80 MPH WIND 50 MPH WIND
MAX = 39.6" LATERAL ROTATION LATERAL ROTATION
DEFLECTION (SWAY) DEFLECTION (SWAY)
(INCH) (DEGREES) (INCH) (DEGREES)
TOP EL/ 76' 40.4 3.851 15.8 1.504
EL 70' 35.5 3.800 13.9 1.484
NOTE: MONOPOLE WAS DESIGNED TO MEET MAX.
TWIST AND SWAY REQUIREMENTS OF 1.80'
FOR A 6'0 DISH (5 GHz) AT EL 70' AT
It 1/4 x 35' -0" 50 MPH WIND
(EST WT = 2.349k)
SHAFT SECT DIAMETER ACROSS FLATS (IN)
SECTION LENGTH 0 TOP 0 BOT
1 44' -0" 16.000 23.130
2 35' -0" 22.269 27.940
c \ BASE FE 2 3/4" x 30" SQUARE
7 W /(4) 2.25'0 ANCHOR BOLTS ON 35" B.C. WITH MIN 7' -0"
EMBEDMENT INTO PIER (W /NUTS & TEMPLATE FE 0 BOT)
0' 1' AA BASE REACTIONS
MOMENT = 600 ft -skips
7 L 127:94" ACROSS FLATS SHEAR = 11
E AXIAL = 13 kips
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-SUMMIT MANUFACTURING, INC. al PAUL J. FORD AND COMPANY
225 KIWANIS BOULEVARD. WEST HAZLETON. PA 18201 STRUCTURAL E N G I N E E R S
(717)454 -8730 FAX (717)454 -5946 350 East Broad Street. Suite 500. Columbus. Ohio 43215
(614) -221 -6879 FAX (814)- 221 -2540
THERE ARE TWO NOTCHES ON THE ANCHOR BOLT Page 2 Of 2
TEMPLATE LOCATED 180' APART. THE CONTRACTOR By KJS Date 11 -25 -1996
SHALL POSITION THE ANCHOR BOLTS AND TEMPLATE
IN THE FOUNDATION SUCH THAT A LINE DEFINED BY Job No. A29296 -405
THESE TWO NOTCHES ARE ALIGNED IN THE DIRECTION Revision No. Dote
OF THE EQUIPMENT SHELTER. THIS IS REQUIRED SO THAT
THE POLE SHAFT EXIT PORTS CAN BE ORIENTED PROPERLY. Pole 80 FT MONOPOLE
Location TIGARD, WASHINGTON
POLE SHAFT
& BASE FE POLE & FDN Site No. 99
LOCK NUT 3 8 Owner AIRTOUCH CELLULAR
HVY HEX NUT . NCHOR a i i Design 80 MPH / 69 MPH +1/2 RADIAL ICE
HVY HEX BOLTS s 3 According to TIA / EIA 222 -F -1996
LEVELING NUT o N
fi 2' CLR NOTES:
' ate ' t 1. ALL CONCRETE SHALL HAVE A
Mr3---- o MINIMUM COMPRESSIVE STRENGTH
FIN GRADE OF 3000 PSI AT 28 DAYS.
\j, F ' '
III ��j )∎ . 2. REINFORCING STEEL SHALL CONFORM
TO THE REQUIREMENTS OF ASTM
1I ] ,, A -615 (GRADE 60) EXCEPT THAT CAISSON // (GRADE 40) S MAY BE ASTM A -615
TEMPLATE
3. SEE PAGE 1 FOR ANCHOR BOLT SIZE
AND NUTS — - (12) -#5 AND LENGTH.
..
TIES ® 4. TOTAL CONCRETE = 11.5 CUBIC YARDS
6" %
5. FOUNDATION DESIGN IS BASED UPON
GEOTECHNICAL EXPLORATION REPORT
REM #5 PREPARED BY: REDMOND & ASSOCIATES
TIES ® REPORT NO.: 150.014G
18" % DATED: NOVEMBER 15. 1996
4` CSR 6. CONTRACTOR SHALL READ THE
GEOTECHNICAL REPORT AND CONSULT THE
so GEOTECHNICAL ENGINEER AS NECESSARY
In
OO RI
4 e r 7 . GEOTECHNICAL PRIR TCONST
REPORT UCT ON. RECOMMENDS
ril 2' -0 " THE USE OF A CASING TO PREVENT
MIN LAP SOIL CAVE -IN, AND TO MINIMIZE
WT010' WATER SEEPAGE DURING FOUNDATION
CONSTRUCTION.
8. GEOTECHNICAL REPORT INDICATES
GROUNDWATER WAS LOCATED AT 10' E PR B ELOW G GRADE AT TIME OF THE SOIL ` ���,� E f i , /
4 k 4
cc
#E18439PE f, 0 7 ORSON q .v 9 r 14. Q ( R T R EINF Fiy F . 1l P VE 1 * FULL HEIGHT
0 : 1
F 5' - O, a I( Zs .6
SHAFT
CAISSON (DRILLED PIER) FOUNDATION
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