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44-014 (31) --iy) C..; C L/—/ y y1-2 _-56; '� r-a-f ...7 r ! .rs .:2 z79 • (labre ; Bow Comm.nlCatiOnE ^ 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 -1--, 5+cry z `". C- o`..rL, re.) p- yCc3 'Z 1 /12c 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 cS .CGiSIVpC :7-1— 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. n g m n a_ of v fvi r-�0r, i i J. p f }r_I Nil NO.42468 i ,f M "k ` �` 3 P FJ 71 .1STER� r(' ,' `r�,. , „wL^ DiONAL a - „ 5„ J - r, .f'{r(C n� M n fz �u T-MOBILE. 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