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i <br /> 1 `. ' ' <br /> i9o.o� <br /> E ' <br /> w H 185.�0' <br /> ' � j MATERIAL LIST <br /> � - � 180.i0' NO TYPE <br /> � _ 1�5 Q� A 12 3 4"xl 2" PIPE <br /> • o B 8 5/8"x5/16" PIPE <br /> ' Q x � � N � C 5 9/16"xl/4" PIPE <br /> � � D 4"xl/4" PIPE <br /> z E 2 7/8"x3/16" PIPE <br /> I F L 4"x4"x3/8" <br /> 160.0' G L 2 1/2"x2 1/2"x3/16" <br /> ' ''� � � H L 2"x2"x3/16" <br /> � 153.3' Z L 1 3/4"xl 3/4"x3/16" <br /> U � � J L 5"x5"x5/16" <br /> z 146.7' K L 4"x4"x3/6" <br /> a L L 3 1/2"x3 1/2"x3/8" <br /> ' `� � , M L 3 1/2"x3 1/2"xl/4" <br /> � 140.0 <br /> w � <br /> � <br /> i � � � <br /> � � � <br /> � z <br /> ' r � � � <br /> 1O � 126.7' <br /> � <br /> � � � <br /> � � <br /> `t' K 120.0' <br /> ' v � I <br /> � � � I <br /> a a z I <br /> w ' <br />'il , � H - � 100.0' <br /> a, a ; <br /> � - x <br /> _ � <br /> W � � <br /> � � % 90.0! <br /> ' H x = � '� <br /> N <br /> N � � 7r � <br /> i' r� � 8 0 0, <br /> ri ' <br /> I 1 o k � I <br /> � N I <br /> C � 70.0' <br /> 0 <br /> U �� �; <br /> 1 . - z <br /> � `� 60.0' <br /> E <br /> m o <br /> � m h � <br /> °� a � � <br /> 3 H � 0 50.0' <br /> a <br /> , U _ N � o I <br /> m � z '� I <br /> � 4o.ot <br /> � x � <br /> x <br /> ri � N �] � <br /> o r�1 � 3�.�j <br /> 1 -rl i <br /> y N � � i <br /> � � � I <br /> z <br /> ' > a zo.oi <br /> � h ' I <br /> � i <br /> � ,� w io.a� <br /> 1 Q � I <br /> z ; <br /> � � <br /> cHi) aj aj ' � 21.3' TOTAL FOUNDATION LOADS INDIVIDUAL FOOTING LOADS <br /> ' � � � H=71.96k H=41.39k <br /> io �o o � � V=43.43k V=416.39k <br /> d' � � v M=7424.24k-ft U=-365.11k <br /> � ELEVATION T=-31.23k-ft <br /> ro <br /> a '; <br /> ' �' � <br /> � ;� � � URS Telecommunications , Inc . <br /> � � +� -� Washington, DC <br /> � ,� o � a� <br /> ro q m -� x <br /> o N a� � ,� I, Phone: (202) 785-3173 Fax: (202) 785-3171 <br /> ' •rl U N N I <br /> a� � o � N m ' � Client: ZEPHYRHILLS APT, 440.106.4 Job No: 160472.12 Date: 13 may 1998 <br /> aqx ,wwa i <br /> Location: ZEPHYRHILLS, FL Tower Height: 190.00' <br /> , I Standard: TIA/EIA 222-F Design Wind & Ice: 105 MPH, W/O ICE <br /> Project: h:\stru\lc�c;\72-12\7212.1od Sheet 1 of 1 <br /> I <br /> � I <br />