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<br /> �°� ��, . I �� i ;DBXCP-4545A-R2M w/Mount Pipe ;102 DC6-48-60-18-8F �02
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<br /> ; , �, ; ; '-� i NNH4-65C R6 w/MouM Pipe 102 B66A FRH4X45 I102
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<br /> , :_ ; ¢:¢ ¢ ¢ � m_ � 80.0_ft. „-� �:i RRH4X2SWCS 102 �866A RRH4X45 '102
<br /> Z z Z-Z " I �' '�i RRH4X2SWCS :102 �FRBI �102
<br /> m tD �RRH4X2SWCS `102 �FRBI i702
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<br /> � '� `����., i �RRH2x60-850 .102 2.4'Dia x 6'Mount Pipe i 702�
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<br /> ; i ' �, 'I �'': I � . ,�'` � (2)LGP21401 �102 . (2)2 4'.Dia�x 6 Mount Pipe. ...........�102 .... .... . ...
<br /> , . I ..' (2)LGP21401 i 702 .. Platform MouM[LP 6034J 102 ... . .
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<br /> �' � , � i ", ! (2)LGP21401 ',102 D6495-A 90...
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<br /> , , , , RRH2X40-07-L �102 Pipe
<br /> ' � ' �{ RRH2X40.07-L 102 �(2)18'Horizorrtal Pipe Face Mourrt �57
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<br /> � I �" �, MATERIAL STREANDE TH
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<br /> m � � ` I TOWER DESIGN NOTES
<br /> ; � , � � 1. Tower is located in Snohomish Countv,Washinqton.
<br /> � � 2. Tower designed for E�osure C to the TIA-222-G Standard
<br /> � � 3: Tower designed for a 85 mph basic wind in accordance with ihe TIA-222-G Standard.
<br /> ; � I �, 4. Tower is also designed for a 30 mph basic wind with 025 in ice.Ice is considered to increase
<br /> ,� �: , _ i in thickness with height.
<br /> Q ¢ , � � � 5. Deflections are based upon a 60 mph wind.
<br /> �: � ; 6. Tower Structure Class IL
<br /> � 7. Topographic Category 1 with Crest Height of 0.00 ft
<br /> i� J ' � � 8. WindAnalysis
<br /> ; I I 9. TOW ER RATING:69.6%
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<br /> '_ ¢ � _ 40.Oft ��� . '�,� ' . _. . � _ � . . .
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<br /> ` �� ALL REACTIONS
<br /> m "' 30A ft ,__,,,_,.. '
<br /> � ��;U i i ARE FACTORED
<br /> � ���
<br /> ; � � � I�j I I MAX.CORNER REACTIONS AT BASE:
<br /> DOWN: 1161921b
<br /> I �"'''' I I SHEAR: 131951b
<br /> � , � IN!. � I I'� � � . .
<br /> I I ! UPLIFT.� -949781b
<br /> i � zo.o n �" � SHEAR: 111531b
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<br /> m �` � � 'I AXIAL
<br /> � I 3i628!b
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<br /> I S AR� OM M"
<br /> � ,' � 21221b 1725261b-ft
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<br /> �'; N �;; _ �oofc. l _ ��___ ;I TORQUE73861b-k
<br /> ' � �'i � � 30 nph WIND-0.2500 in ICE
<br /> N: V'' I
<br /> j AXIAL
<br /> � - � 204047b
<br /> $: _...�
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<br /> I � SHEAR� MOMEIJr
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<br /> , � 222741b 14767771b-ft
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<br /> � o.o e �� �I
<br /> �T � ,; TORQUE i32701b-ft
<br /> , i ; ;,; REACTIONS-85 rr�h WIND
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<br /> Tower Engineering Professionals °b�Paine Field(BU 856390)___
<br /> 326 Tryon Road P�OJ��'TEPNO.62974.134464
<br /> �� Ral2lgh,NC 27603 crem:Crown Castle �raw�ty:mtweavil Aa'�d:
<br /> Tower Ergineering Professionais Phone:(919)661-6351 code:TIA-222-G Date:09�29�1� Scaie: NTS
<br /> FAX: 919 661-6350 Pa�h'C:\UsersMtweavi�Deskto\SA\HELP�856390 LCS.er ov,9 No.E_1
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