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<br /> �� �' I DESIGNED APPURTENANCE LOADING
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<br /> TYPE ELEVATION � TYPE ELEVATION
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<br /> ' : �tD ; : � �� . � Se smic Force N 105 � �B25 RRH4a30-4R 102
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<br /> 'a �M I m '� I " � �`� :(2)SBNHH-1 D65C w!Mour�t Pipe ;7 02 :B66A RRH4X45 102
<br /> :m �''. �i ', ',; ; � " \�"��� Ij ;DBXCP-4545A-R2M w/Moum Pipe :102 �666A RRH4X45 �102 �
<br /> � ' I; �� � � ;DBXCP-4545A-R2Mw/MountPipe :702 �666ARRH4X45 � .102
<br /> i � "�I ;(2)DBXCP-4545A-R2M w/Mourrt Pipe;102 FRBI :102
<br /> ; . ; � ; ; , � . ,.' i R6 w/Mount Pipe �102 FRBI 102
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<br /> �. '��. ; i� ' `•` , NNH4-65C-R6 w/Mount Pipe 102 2 4 Dia x 6 Mount Pipe �102
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<br /> ; . ; ,�:@j : I SWCS 102 (2)2.4aD as 6oMouM Pipe ...,102
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<br /> ; �m�`° �� ;RRH4X25-WCS �102 PlaHorm Mourrt[LP 603-1] :102
<br /> �,, �. �� � I ,' ��.. �I RRH2x60 850 702 Seismic Force 10 }702
<br /> ': . ; I �I ' ��''�, I �RRH2x60 850. ._ . ......... ......:�102 (2)SBNHH-t D65C w/Mount Pipe �102 . ..-. ...
<br /> : . , � i �' ' RRH2x60-850 102 ..................__ Seismic Porce 9 _...._........_t. . .
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<br /> � : I � � I��� , � '(2)LGP27407 102� Seismic Force 6 ,90
<br /> � � . i �. .' ! '(2)LGP21401 ..._........... "102 D8495-A .....-'----_._.......__ j90
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<br /> :. : : . I ; "� I, :RRH2X40-07-L . ...._..._.._._..__102....... ._.......SeismicForce7--'-'--.._...._._ 70 .. ..
<br /> : �.���� �����1 �RRH2X40-07-L 702 Seismic Force 6 60
<br /> I � ��I, rRRH2X40-07-L 102� r(2)18'HonzorAal Pipe Face MouM �b7
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<br /> I ,' I II ,, I i ,;,,� � i IDC6.48'. . .... _ _._... _.... ' ' ' . ..i35 . ... .
<br /> '� � I � '' Tf 9088P118100 702 ISeismicForce3 25
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<br /> m I N .,'� i B25 RRH4Ki0-4R _��02__, Seismic Force 1__ i 5 __ _ _
<br /> ' I I � MATERIAL STRENGTH
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<br /> ; RAD _
<br /> �, A572-50 �50 ksi 65 ksi IA36 � 36 ksi 58 ksi
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<br /> � � , _ „ 1 TOWER DESIGN NOTES
<br /> '< � �
<br /> ¢ � � j � 1. Tower is located in Snohomish County,Washinpton.
<br /> ; � `I 2. Tower designed for E�osure C to the TIA-222-G Standard.
<br /> � 3. Tower designed for a 0 mph basic wind in accordance with the TIA-222-G Standard..
<br /> � � ': � 4. Tower Risk Category IL
<br /> I� � � � 5. Topographic Category 1 with Crest Height of 0.00 ft
<br /> � � -' ` 6. SeismicAnalysis
<br /> �a � ao.on 1- j 7. TOWER RATING:20.7%
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<br /> � N� zo.o r� ! ALL REACTIONS
<br /> m ,N I �' ;'i ARE FACTORED
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<br /> , ; ( , � MAX.CORNER REACTIONS AT BASE:
<br /> ' i I , � � >' I DOWN: 403751b
<br /> i ; � SHEAR:37691b
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<br /> UPLIFT.� 27853Ib
<br /> I�1 -� SHEAR:2852Ib
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<br /> j � ! i ' � 5446!6 453244 Ib-R
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<br /> ; ; ��: REACTIONS-0 rrph WIND
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<br /> Tower Engineering Professionals °b Paine Field(BU 856390)-Seismic
<br /> Project:
<br /> 326 Tryon Road TEPNo.62974.134464
<br /> �� Raleigh,NC 27603 C11e"�'Crown Castle Drawnby:mtWBflViI Appd'
<br /> TowerErgineerirg Professionals Phone:(919)661-6351 Code:TIA-222-G Date:09/29/17 s`a�e: NTS
<br /> FAX: 919 661-6350 Path: \�M �� �� ,mKa�.�oasc�o�cs. s Dwg No.E_1
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