L74RS011° CAMOUFLAGE <br />1501 South Euclid Avenue <br />Tucson, AZ 85713 <br />(520) 294-3900 <br />www.Iarsoncamo.com <br />DATE: <br />PROJECT: <br />LOCATION: <br />ISE JOB NO. <br />LARSON JOB NO. <br />DESIGN CRITERIA: <br />June 11, 2015 <br />AT&T EG46 Fox Hollow <br />4060 West Amazon Road <br />Eugene, OR 97405 <br />9437 <br />P15089 <br />DESIGN SATISFIES ALL CRITERIA FOR: <br />• 2012 IBC, 110MPH Ultimate Wind Speed-Reducible per 1609.1.1-Exception 5 <br />• ANSI/TIA/EIA-222-G W/ Design Wind Speed- 85 MPH (3-Sec Gust), Exposure C <br />Structure Class II, Topo Category 1 w/ Crest Height = 0 ft <br />• Seismic Data: Ss=0.762, S1=0.400, SDS=0.607, SDI=0.427 <br />• Soil Site Classification D <br />• Seismic Design Category D, Cs=0.404 <br />• Welding Per AWS D1.1 Latest Edition <br />MATERIALS: <br />SOILS <br />TAPERED SHAFT STEEL <br />ANCHOR BOLTS <br />BASE PLATE STEEL <br />CONCRETE <br />REINFORCING STEEL <br />rr)MTFNTS <br />Pole Detail <br />Foundation Detail <br />Pole Geometry <br />Calculations - Sheets 1 - 30 <br />- Adapt Engineering Project No. OR13-18613-GEO, 12/2/2013 <br />- ASTM A572-65 (Fy=65 KSI) <br />- ASTM A615-75 (Fy=75 KSI) <br />- ASTM A572-50 (Fy=50 KSI) <br />- F'c = 4000 PSI AT 28 Days <br />- ASTM A615 Bars (Fy=60 KSI) Deformed <br />PREPARED BY: Matthew Nieves, EIT APPROVED BY: Glen L. Hunt III, PE <br />