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Page <br /> tnxTower yob Paine Field(BU 856390) 6 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.851100 08:36:09 05/10/23 <br /> 326 Tryon Road <br /> - <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle Anwar Ibrahim <br /> FAX•(919)661-6350 <br /> Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip <br /> Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal <br /> ft <br /> Net Width U Net Width U Net Width U Net U Net U Net U Net U <br /> Deduct Deduct Deduct Width Width Width Width <br /> in in in Deduct Deduct Deduct Deduct <br /> in in in in <br /> T1 100'-80' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T2 80'-60' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T3 60'-40' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T4 40'-30' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T5 30'-20' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T6 20'-10' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T710'-0' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> Tower Section Geometry (cont'd) <br /> Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal <br /> Elevation Connection <br /> ft Type <br /> Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. <br /> in in in in in in in <br /> T1 100'-80' Sleeve DS 0.7500 12 0.6250 1 0.6250 2 0.0000 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T2 80'-60' Sleeve DS 0.7500 12 0.6250 1 0.6250 0 0.0000 0 0.6250 0 ' 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T3 60'-40' Sleeve DS 0.7500 12 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T4 40'-30' Sleeve DS 0.7500 0 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T5 30'-20' Sleeve DS 0.7500 12 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T6 20'-10' Sleeve DS 0.7500 0 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T7 10'-0' Sleeve DS 0.7500 20 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> Tower Section Geometry (cont'd) <br /> Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip <br /> Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal <br /> ft . <br /> Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. <br /> in in in in in in in _ <br /> T1100'-80' 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T2 80'-60' 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T3 60'-40' 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T4 40'-30' 0.5000 1 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br /> T5 30'-20' 0.5000 1 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 <br /> A325N A325N A325N A325N A325N A325N A325N <br />