ROHN G-Series Bracketed towers can be installed adjacent to buildings using brackets to secure the tower along the height of the structure. Tower designs are in accordance with ANSI/EIA-222-F. Wind speeds indicated as fastest mile [3-second gust]. All towers must have “fixed bases” with both bracket elevations. Pinned bases must not be used. Designs assume one 5/8” transmission line on each face (total=3), symmetrically placed. Antennas and mounts assumed symmetrically placed at tower apex. Allowable antenna areas assume all round antenna members. Allowable flat-plate antenna areas, based on EIA RS-222-C, may be obtained by multiplying areas shown by 0.6. All brackets are to be ROHN (P/N HBUTVRO). The interface of tower brackets to supporting structure is to be designed by others and must support a minimum horizontal force of 815 lbs. Foundation designs are in accordance with ANSI/TIA/EIA-222-F, “Structural Standards for Steel Antenna Towers and Antenna Supporting Structures”, Section 7, for “Normal” soil conditions. “Normal” soil is defined as dry, cohesive soil with an allowable net vertical bearing capacity of 4000 PSF and an allowable net horizontal pressure of 400 PSF per linear foot of depth to a maxi