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,saon � f <br /> o - , <br /> N <br /> � Q <br /> � ,w.ofl DESIGNED APPURTENANCE LOADING <br /> ° TYPE ELEVATION TYPE ELEVATION <br /> C , (3)CM4-B�FfV6521/E6fiwMfntRPe 790 Scctrr/Nrt[SM70431 I771 <br /> (d� 13)CNA-B�HY6521/E0�6 W ML+4 R7� 190 %]GFR}Bfi0 W Mut FPa 160 <br /> C (3)CM4-BDF446521/EP6 W Mant RDe 190 X7GFR)B60 W Mv6 P'p0 1fi0 <br /> F j � l3)ECCI9TPVRB 190 X7GRD860 W NdaG R'Pa 160 <br /> n (3)ECC79ZPVPIA 190 __ (2)GP-RiJ�6 W MuR RPe 160 <br /> _ '7 (3)�192PVPL6 180 (2)GP-Rb656 W M4ut Plpe i t60 <br /> + � FfdE 190 (2)CAP-FF��6 W Abutflpe 160 <br /> . RSE 190 S¢LrAWgISM602� 160 <br /> I . F7ffB 190 APXVEFSiI&CWMuEPipe 150 <br /> 160_Ofl F%FH 180 AP%VEWiI&CWAb17PiPe 1W <br /> � F)ff8 190 AP%VEfSiIBC W NhN Pipe 150 <br /> ` (3)FPoG 180 FSAS11800Mtr 750 <br /> \ (2)FF➢G 19D fdi6�17 BOOMtr 1 W <br /> o � OVP DCi�n8�6ao-15D 190 Rfais-11 moM4 150 <br />' p � ,� (31E1W190V5121B 190 (3IACLLA7DN (150 <br /> _ � ElVJ190VS1RB 190 l3)AQFA�N ;150 <br /> a T r2 Pipe Mul 790 (3)AQFA24N .150 <br /> ( N m � Tx2PpeMu6 180 ...__�OM45MiFlkr 150 <br /> � � .._...__.. ..'__._ �_.._' _ —".___..._..__ <br /> � � Tz7PipeMaaE 190 BOOM45MiFltr 150 <br /> 140.0fl PIAImnMaN[LP71S1� 180 &IOM45FHFIpr 150 <br /> � I 8'ladi 19D TTTI654P-1%RWMvt7ipe 1W <br /> ,�, ' (alDBXN+Kb'�FOAwAkiwPCpe 171 TTT165AP-7Wiw�AW¢RPe 75a <br /> � (4)D6%N465f5&FiNA W MWt Plpe 171 7TTT65AP-t%R W Mut Pope 1 W <br /> (a�oaxr++ss�ar�w�Raa m rawaies �so <br /> .. (s)ccc�sa�va�s m wasaiea t�so <br /> 'g (3)ECC19Z4VPLB m raa�aiea {iso <br /> � (2)ECC79ffiVPIA 171 Fb11-ROi 150 <br /> (4)FFUG 171 Fd41-Nii 150 <br /> Q R � , F7ffB 171 FDU-Fi01 150 <br /> F7ff8 177 Setb�+Lut[SM402.9] 150 ` <br /> y `3 17D.0 X �g 171 IBX-AW-2i3300T 1G0 � <br /> a a 1 ' (2)FFaE 171 FB%-AW-7333-00T 140 <br /> C � • QJP�C7-086P41W '—_ 171 F6%-AW-ZL33-0OT 140 <br /> 7133fl � (41E7W790V51216 171 StcbhLr6ISMd02+'i� 140 <br /> F � ' � SYMBOL LIST <br /> � . ---- -- <br /> q ia_�n - MARK .---- S� MARK --- S� --- <br /> __.__...--— -.--.. ..__ __ ___......_. � <br /> � v I " � A L13�4x13�4YY16 C 7L1120.1fdcV4x1/2 <br /> °a � <br /> P m ri �" � 1 ° . _ �1BA2 D 7131l9Gi 12d�(12 <br /> 100.0 ft <br /> , MATERIAL STRENGTH <br /> y GRADE F Fu GRADE F Fu <br /> � Q ws3-e-0s asrs u�id a3s ssim seim <br /> � <br /> a , <br /> F � TOWER DESIGN NOTES <br /> ° � 1.Tower is located in Pasco County,Florida <br /> � 2.Tower designed for E�osure C to the TIA-222-G Standard. <br /> � � � , 3.Tower designed for a 106 mph basic wind'm axordance wilh the TIA-222-G Standard. <br /> 4. Deflections are based upon a 60 mph wind. <br /> o � , � ���fi 5.Tower Struclure Class II. <br /> 6.Topographic Category 1 with Crest Height of 0.00 tt <br /> F 6 � �° � - 7.TOWERRATING:932% <br /> �oon <br /> - ° z � ' "s . <br /> w.on � <br /> _ � <br /> � a ' <br /> a � � ' . <br /> � ao.o n <br /> F <br /> ' � ' act r�acnoNs <br /> � ao.on • q/�'FACTORED <br /> _ z � ' , � M4X CORNER REAC710NSATBASE• <br /> DOWN.•5975901b <br /> 20 0 fl " - SHEAR:597511b <br /> � uPUFr•-si»asm <br /> SHEAR:538T3I6 <br /> '�' a a ' AXIAL <br /> ' � , 7871I62 <br /> SHEAR / I \ II�MEfJr <br /> ' • , 966H�/6��{ ` 1QS16717lbR <br /> o.o n <br /> TORIXIE 11�316-It <br /> $ REACTIO1kS-f06nph W1N0 <br /> � L � ? I <br /> � �'e� - � � 3 6 � <br /> � � � - - 3 <br /> Tower Engineering Professionals,Inc. a0i Pasco Coun S eU 826548 <br /> �' 326 Tryon Rd. �°�`b�No.asts�2t3s� <br /> Ralelgh,NC 27603 °irE Crown Castle°a`"'�'�mkirchner°�'� <br /> r e,g�arw��,im. Phone:(919)661-6357 Cod°'TIA-222-G °�07/05�74 ��NT <br /> FAX 979 661-6350 �'�'' ��'b'E-t <br /> . <br /> , � <br /> - - - <br />