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Corporation c �T G
Structural Design Report
150' Extendible to 170' Monopole 9/ 3 - s' b - 7 y'YCj
located at: Golf Rawland, MA
Site Number: 4SH-0218
CSTD f Sp. /-z(>3 7rA. J0 ) k'.�.
L.jieyr'CarT + r`i.4
prepared for: T-MOBILE
by: Sabre Communications Corporation TM
Job Number: 05-04188
April 21 2005
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Monopole Profile 1
Foundation Design Summary 2
Pole Calculation C1-C10
Foundation Calculations F9-F`
•Ff) E1TH J. ` 52'.
Ai ON;L ..
1 too.42468 1 d t
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Prepared by Z / )-1 (✓
Checked by 11/
Approved by kli----
,
No.: 05-04188
. gabre Page: 2
Date:4/21/05
Coonnonications By: KJT
corporation
Customer: T-MOBILE
Site: Golf Rowland, MA 4SH-0218
150'Extendible to 170' Monopole at - KEITI �t
TINDALL
78 mph Wind +0.5 in. Ice per ANSIITIAtEIA-222-F 1996. F `= CIVIL
Antenna Loading per Page 1 - `, E No.42468
vF'
< >7-0 aI 0
Grade — D ia. Notes:
v 1). Concrete shall have a mini
v �r 28-day compressive strength of
A ^
=IIII I r =IIIIII= 4000 PSI, in accordance with
ACI 318-02
Two (2) #4 ties
within top 5" of •
concrete 2). Rebar to conform to ASTM specification
L A615 Grade 60.
• 3). All rebar to have a minimum of 3"
concrete cover.
4).All exposed concrete corners to be
chamfered 3/4".
5). The foundation design is based on the
geotechnical report by JGl Eastern, Inc.,
Project No. 05180G, dated March 10, 2005.
A
I I iv 6). See the geotechnical report for
---1 `� compaction requirements, if specified.
-- -- --�
24'-6"
< >
ELEVATION VIEW
(50.88 Cu.Yds.each) Rebar Schedule per Pad and Pier
(1 REQUIRED) (38)#8 vertical rebar w/hooks at bottom
Pier w/#4 ties, two within top 5" of top of pier then
12" C/C
Pad (41)#9 horizontal rebar evenly spaced each
way top and bottom (164 Total)
Information contained herein is the sole property of Sabre Communications Corporation,constitutes a trade secret as defined by Iowa Code Ch_550 and
shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Communications
Corporation.
•
2101 Murray St-P.Q. Box 658-Sioux City,IA 51102-0653-Phone 712258.6690-Fax 712.258.8250
r POLE SPECIFICATIONS
d PCLE HEIGHT 169.00 FtEt
TAPER .1648 IN/FT
f POLE SHAPE 18 SIDED POLYGON
I ORIENTATION FLAT-FLAT
1
8 1 Bee DESCRIPTION
FUTURE EXTENSION Lee Oty ft Future APPURTENANCE/ ANTENNA
-,r.io
' ? 1 1 167.00 F 12' Low Profile Platform
G!:n """]'" 9 159.00 F OR65-19-XXOPO
: j� 2 1 157.00 F 12' Low Profile Platform
( 1 9 157.00 F DR65-19-XXDPO
e 1 FLAKE 3 1 146.00 F 12' Low Profile Platform
12' Low Profile Platform 9 147.00 F RR65-19-XXDP
® � f 4 1 137.00 F 12' Low Profile Platform
144,11 .00 8x12ACCESS06C118(r300' n 9 137.00 F RR65-19-XXOP
! + d
n�5 1 127.00 F 12' Low Profile Platform
I 3 10'-11 " .2500P1- 9 127.00 F RR65-19-XXDP
1! Low 'rotile rlattorm 6 1 117.00 F 12' Low Profile Platform
'- 137-0' F 1 .e1 _40 8x 12 ACCESS O 60180'300' 9 117.00 F RR65-19-XXDP
Load Case Wind OLF Rad_ Factors Wind
DESCRIPTION (mph) Vert Ice Gust Cf (psf)
r 12' Low Profile Platform 1)Mox Wind 78.0 1.00 1.69 .65 26.3
12T-0' -1 {{ 2)Max Wind Load x.75 67.5 1.00 .50 1.69 .65 19.7
125.001 44.00 i 8x12ACCESSO5lT18CT300' 31Everyday Operating 50.0 1.0ii 1.69 .65 10.8
l 3 Res. Base React Oisp OTop
e, Load Case Axial Shear Mom DEFL SWAY
m 12 Low Profile Platform DESCRIPTION (kips) (kps) (ft-k) (ft) (deg)
w.��_. 117-0' s 4 (115.00 1 54.04 ' 8x 12 ACCESS O 60 180'300' 1)Max Wind 60.2 29.3 3653 8.2 4.50
1 T 2)Max Wind Load x_75 57.6 23.3 2961 6.7 3.67
3)Everyday Operating 59.7 12.0 1504 3.4 1.85
' LENGTH Flat-Flat THICK WEIGHT STEEL
Sec (ft) TOPO B0T4 (in) (Ibs) SPEC FINISH
_ 1 20.00 3225 35.55 .2500 0 A572-65 Future
2 11.00 35.55 37.35 .2500 1500 A572-65 Gale
l f 3 48.00 36.08 43 99 .3125 7100 A572-65 Gale
4 53.50 42.46 51.27 .3125 9000 A572-65 Gate
t 5 53.25 49.58 58.35 .3750 14300 A572-65 Gale
tt TOTAL 31900
co
w Cluster BoitO Holes
n AB 84.00 2.25 2_625 2200 A615-75 Goly-18
0 1) FULL HEIGHT STEP BOLTS
I ' m 2) ANTENNA FEED UNES RUN INSIDE PCLE
3) THIS MONOPOLE DESIGN AND THE FOUNDATION
' DESIGN SHOWN ON THE FOLLOWING PAGE ARE ALSO ADEQUATE
FOR A 3-SECOND %AND GUST OF 95 MPH.
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NO.42468 i ,f
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Golf Rowland, MA
11.00 I i5 ,OOi14x25ACCESSO36Q'18C7 ` 4SH-0218
41
7.00 { 152.00 10x25 ACCESS O 27Q'90' ti i°of rweacclasEWitt hums
Emir. i .r .t 150.0/170.0 MONOPOLE
a,l dtlbrd by � aril
3.00 1166.00 i 10x25 ACCESS O 36Q'180' Offtameihd"°t r»r�10ir"4 ar a.a
h lade ar lh part far mT plar Wain count
-31- S 83.00' Sqr BASE 2.75" Thick or Sax.Oon.nawten+
I IS Bolts 225 0 05-04188 SIZE DRAWING NO. REV
T 12.00" Bait Projection 05-04188-PE
65.00" Bolt Circle DATE 21Apr05 -
G.L- DRAWN BY -
REFERENCE MUTING- SCALE PAGE
. CHECKED BY, KJT N.T.S. 1