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t ` <br /> Torrer Analysis Report July 20, 2012 <br /> Carrier Site Numbec 4VA348 <br /> 1 Loading and Tower Specifications <br /> Proposed -The following proposed loading was considered in the structural analysis of the tower. <br /> Elevation Loading Type Face TX Lines Owner <br /> Feet <br /> 105.0 (3) dbSPECTRA SPD2P6515XLH panels A, B, C (12) 1 Sl8"" ATBT <br /> w/6' i e mount <br /> Existing I Reserved -The following existing I reserved loading was considered in the structural analysis of the <br /> tower. <br /> Elevation Loading Type Face TX i.ines Owner <br /> Feet <br /> 95.0 12 4'x 1' Panels w/T-arm mounts includes reserves A, B, C 24 1 5/8" ' Verizon <br /> 1. Coax are located inside(4)6" PVC conduits up to 105' <br /> 2. Coax are located inside(6)6" PVC conduits up to 95' <br /> 3. Elevations reference the centerlines of panel. <br /> 4. All elevations are in relalion to the base of the tower. <br /> The final tower loading used in this analysis is the combination of the Proposed and Existing I Reserved <br /> loads shown in the a6ove tables. <br /> Tower-The following materials and specifications were considered in the structural analysis of the pole. The <br /> tower is a 130'wood pole embedded 15' into lhe ground for a height of 115'A.G.�. <br /> Member Specification Notes <br /> rpa�e Douglas F�r Class H4 From PSM Calculations I <br /> �. �;« - - <br /> � ; �tf� , `�:;'* 3� <br /> r�x' l* �" t,��vx. <br /> . <br /> . � . _. , _>'e5;rfkr. «�,i w..�iis�-:�' . _'�^ . �`�n..."c <br /> Nickerson Engineering • 19i 10 63' LN NE, Kenmore. WA 98028 • 206.679.4164 / /� <br /> I ���Fi <br /> ` <br />