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<br /> � � i SYMBOL LIST
<br /> , x J , MARK SIZE MARK SIZE
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<br /> � � � A L1 314x1 3/4x3�16 ', D ��,2L31/9c3 VDC3/8x1/2
<br /> o J . I 800_ft I B 2L3x3x3/16x1/2 _�, __E_.___��L4x4x3l8_..__—___...._.---_._�
<br /> a ' � � I C 2L3-1/Dc3-1l2x1/4x1l2 :
<br /> � � ; „ °- MATERIAL STRENGTH
<br /> � J �oorc I GRADE Fy Fu GRADE Fy Fu
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<br /> � I A53-B-46 46 ksi 67 ksi A36 ',36 ksi 58 ksi
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<br /> _M. so.oe I I TOWER DESIGN NOTES
<br /> - - � � f�1 1 Tower is located in Pasco County,Florida.
<br /> 2. Tower desiqned for Exposure C to the TIA-222-G Standard.
<br /> I �° 3. Tower designed for a 108 mph basic wind in accordance with the TIA-222-G Standard.
<br /> o '. I I 4 Deflections are based upon a 60 mph wind.
<br /> , _ �� � I � � 'I 5. Tower Structure Class II.
<br /> � ; N ° I 6. Topoqraphic Catepory 1 with Crest Height of 0.000 ft
<br /> � I 7 TOWER RATWG:96.3%
<br /> m � ao o rt I I ALL REACTIONS
<br /> x i ARE FACTORED
<br /> a I
<br /> " , � I� MAX CORNER REACTIONS AT BASE.
<br /> � m I _, 30:o rc. � I DOWN: 642 K
<br /> . ___. _....--
<br /> _ � �m , I SHEAR: 64 K
<br /> 'i � ° z �� � ' � I
<br /> UPL1FT -574 K
<br /> ' ' zo o a I SHEAR: 58 K
<br /> , , ° � �
<br /> AXIAL
<br /> m I � 80 K
<br /> � I' � I x � I f � I SHEAR MOMENT
<br /> I , ' 104 K� 11367 kip-ft
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<br /> :. o.o..n.� I
<br /> ----�,�-..... ---'-- ..... .,- -�-- a
<br /> �T I TORQUE 22 kip-N
<br /> ` REACTlONS-708 mph WIND
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<br /> �I � °' `°'° I' °° o I m a �i �^'
<br /> '� lA I J �I J 0 ' O H LL # I 3
<br /> Tower Engineering Professionals °b Paseo Coun (VS)(BU 826548)
<br /> 3703 Junction Blvd. �'°�� TEPNo.aa�e��359
<br /> �' Raleigh, NC 27603 a�enc Crown Castle �rawnby:�LW r�a'a:
<br /> Tower Engineering Professionals Phone:(919)661-6351 �e� TIA-222-G oate 07/26/13 ��e' NTS
<br /> FAX. 919 661-6350 �h maonra.erswei rnse soo-axssae vs�m.r ies�.�9 N�E'1
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