Laserfiche WebLink
288_0 tt <br /> LL q .-� m SYMBOL LIST <br /> " Z z z ` z�s.o tt _ MARK SIZE MARK SIZE <br /> � � �� g : A L8�x12P1A.625x8 K 2LSxix1/4�Gi18 <br /> 272.0 f[ �4 B LB7�7A 2PL0.75x8 L 2LS�Gi 1ldG1118�Li18 <br /> � ^' — �——'�i C 2L21p�Qz1/4�Gi18 M ZLSKix5Ilfi�Gi/8 <br /> R� ❑ Y�v g � c.i� �; �``���. D 2L21/2�Q1/2x1/4x3/8 N 2LS�Ci1/1x5It6�Gil8 <br /> `�` `� 259_0 ft I�x. E 2L2�Q 112x1/4X.i18 O 2L31/7�Q 1Ybr1/4�Ql8 <br /> --..�'`._.. �'. F 2L3X2 V2x1/4Xd18 P L2�12x1/4 <br /> � � m N ' \ ; <br /> W ��� �� N --. :- G 2L3 1l2X2 12�5l16X.i18 0 �z ir��rnnia <br /> 247.0ft � H 2L21f2�Lix5/16�G1/8 R L31YbQ1/bA/4 <br /> — -�--\�-" I 2L3 1/2z4x1/4Xd/8 5 2L2'12�Gix1/4�L1/8 <br /> � LL LL q q <� � � � J 2L3K112xV4Y3l8 T 1 Q5 <br /> z z 237_0 ft �\ <br /> U U N F � ___./�..__ <br /> 232_0 ft `�. MATERIAL STRENGTH <br /> � _ � � \�;� GRADE Fy Fu GRADE Fy Fu <br /> a ^� � A572-50 5016i 65 ksi <br /> 222A ft <br /> x a x � — ____ _. <br /> �m a �� � m� a ,I(� �I'F TOWER DESIGN NOTES <br /> � a�7S % 210Af� \\u��1�\u\\ <br /> ' 1 Tower is located in Pasco County,Florida. <br /> � �� � s N� �� \ 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> e � N �N� „ - - ��• 3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. <br /> N � � �� 4 Deflections are based upon a 60 mph wind. <br /> m 195'0 f� ;-�-� , 5. Tower Structure Class II. <br /> � N t `� 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> - �v ° � `�J` � m - � 7 TOWER RATING:96.1% <br /> tes.o tt <br /> �p — ----- <br /> z a O � � \ -�`'''� <br /> N <br /> \ <br /> H m <br /> '. �7�_��t .._..-..__�1__.. \� <br /> � " \ / <br /> � a <br /> .� '� a� ,\ ��\ %; <br /> O N 2 Z r�Kj N ,� _� \I <br /> ` � � � , <br /> � `\ <br /> � � , �.\ <br /> � 146_Of[ C\ � ❑ <br /> mn� n � \`\ . <br /> 3¢N a z x g N a �\� \ <br /> ^N N � \.._.. <br /> F� t� � � \ ,� <br /> ` � _.._ \\ . <br /> � �� 122.OfS \ <br /> � N - \\ ._. ..\ <br /> 3 x� � " \_� �� <br /> o a m .- `� \ <br /> F N X � m � f `. <br /> x �" a � '`� _ <br /> � `'X° � '�3 � �.. <br /> X � � <br /> 96.Oft ._._._f'T�f�._..._.. �a . <br /> m � e� n LI.=1._J � � <br /> �% x e N � m ` ��� � -. <br /> ^o `3 m%- g% � _.. .._. �\� _ <br /> F N N N � N �N � \ ' \ <br /> m �� � � \\�'' <br /> J � <br /> °� N N 72.OfI \� _ <br /> — ____._.._\ i` <br /> / <br /> �a °m � \` � ALL REACTIONS <br /> ` � ARE FACTORED <br /> � SZ.O fI <br /> � � �� /��� '� ;r�'� MAX.CORNER REACTIONS ATBASE: <br /> J � • -�_.____ \c DOWN: 562 K <br /> r m o"' N a � \ SHEAR: 100 K <br /> sz.o tc : \ UPLIFf� -436 K <br /> — ---______--- < <br /> � � \ SHEAR: 84 K <br /> � � ;• <br /> m m m � � \, , ... <br /> ^ � � %� � �...._..__.�.�.. =;�" AXIAL <br /> m � �a o�� � , <br /> ' " m��m�`° � ' � 289K ` <br /> �-N N k� N II��.Kj CdJ •�• � �� <br /> N N��N�N \� ' �� SHEAR MOMENT <br /> N N � ! , 249 K 33246 kip-8 <br /> o.on` <br /> a TORQUE 174 kip-ft <br /> � � � �'m��� <br /> REACTIONS-106 mph WIND <br /> � h� � �� �`$�v <br /> -m ��o=o�n�nmi vt <br /> � H�� m a� . . <br /> m m �c v v w a9i c `�'a� <br /> 41 J�J O O f=R'K K d'S lL#3 <br /> 0/1/1 /�ti SSOE Gnoup °h�BU 816298-ZEPHYRHILLS <br /> 1,1,OC 320 Seven Springs Way,Suite 350 PfO�U'015-00428-00 <br /> O���� Brentwood,TN 37027 °11enG cci °�""'bY 15319 APP'd' <br /> Coreuitirg Ergineers Phone:(615)661-7585 code:TIA-222-G oate:03/18/15 s`a�e: NTS <br /> FAX: 615 661-7569 Fath: Dxy No.E_.� <br />