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1_ ' i <br /> ISE, Incorporated <br /> Structural Engineers Telecommunications 8lndustrial Design <br /> PO Box 50039•Phoenix,Arizona•85076•Offlce:(602)403-8614•Fax:(623)327-1283• .ISE-INC.biz <br /> Typical Carrier Loading — <br /> NOTE: <br /> MAIM'AIN I.NNIML/M 3'-0' HORIZONTAL <br /> SEPARATION BETWEEN EOGE OF NEW SECTOR t <br /> MIGROWAVE AND ALL RF ANTENNAS (3) PRQPQSE /^\ <br /> 25Q0 MHz S RINT / c 1 <br /> �A ANTENNAS W (�t) M3 <br /> RRU EACH, <br /> 800/1900 A�Hz �B NEW PIPE UNTS <br /> AZIMUTH Z5Q0 MHz <br /> � AZIMUTH <br /> 0' NEW HAh� L <br /> DESIGNED ISE AT <br /> TOP OF W TOWER. <br /> ,y'� �_`` REFER TO NGINEfRING <br /> a DRAWYINGS ISE. <br /> ;� �� <br /> y� � ;; ��`ti EXISTIN <br /> � ` » „ �.` �BSTRU ION UGHT <br /> x u , �` (REL ED TQ NE1N <br /> NEW MICROWAYE a ,� <br /> ,e,Zl�� Ex15TING vEPiT w � , ' �� HAN L) <br /> 281.81' . `� <br /> � " ' PROP�SED E ROUTiNG <br /> i ' i FdR HYBRIO ANO <br /> ' MICROWAVE LES. SEE <br /> ` EXISTING RQC3F , <br /> � ACGE55 H.17CH ; ��T A-4. <br /> � <br /> + � EXI�TING (2 <br /> � ; PE�7ETR,�TIO 5 FOR <br /> 3B i RROPOSED YBRID Qc <br /> 2500 MHz � � MICROWAVE LES <br /> AZIMUTFI � �(�� <br /> 240' � <br /> � EXISTI�JG HATCH . <br /> SECTOR 3 900/19 MHz <br /> AZI UTH <br /> 3,q �. 1 b' <br /> 800/19d0 MHz : <br /> AZIMUTH �-ExISTING HaTCH <br /> 240' <br /> `.�'� zg sEcr � <br /> 2500 MHz <br /> AZIMUTH <br /> 12Q' <br /> � <br /> N EXISTING C{?UN7Y� <br /> ANTE�1tva� (RELOCATED <br /> TO NEW HANDR/UL) <br /> AWWA D100-11 Wind Loading: <br /> Structure Class III (I = 1.15), Wind speed = 90 mph, Topographic Catego I, Exposure C <br /> KZ = 1.39 (AWWA Table 3) <br /> Velocity Pressure: qZ = 0.00256KZV21 = 0.00256(1.39)(902)(1.15) = 33.15 psf <br /> Wind pressure on handrail/mount pipes, PW= 33.15Cr= 19.9 psf <br /> (Cf= 0.6 for Cylindrical sections) <br /> 6 <br />