(8) 2.25"O BOLTS <br />PROJECT INFORMATION [Page 2 of 2] <br />ON 3975' BC <br />Date: June 11, 2015 <br />rG® PRO <br />ISE Job No <br />: MIN <br />9437 B <br />. <br />y <br />~ <br />#5 TIES W/ <br />Customer: Larson Camouflage ~ <br />N <br />® <br />• <br />Product: 70' Mono Pine ® <br />® <br />39" MIN. OVERLAP <br />Site ID: AT&T EG46 Fox Hollow <br />74 E <br />t <br />Location: 4060 West Amazon Road <br />\ <br />Eugene, OR 97405 <br />A ~w <br />✓,q)v <br />13 <br />F <br />~ <br />v <br />DESIGN CRITERION: <br />XpI ES 6 3~ ~ <br />2012 IBC, 110 MPH Ultimate Wind Speed - Reducible per 1609.1.1-Exception 5 <br />EIA/TIA-222-G (2006) 85 MPH Design Wind Speed (3-Sec Gust) <br />POLE & BASE PLATE <br />EXP C, Topo Category 1, Tower Class II <br />(PER PLAN) <br />DESIGN LOADS (Unfactored Base Wind Reactions) <br />/ ANCHOR BOLTS W/ <br />Moment = 900.939 Ft-Kips <br />LEVELING NUTS <br />Shear = 21.203 Kips <br />Axial = 14.346 Kips <br />Oil' MIN. <br />C-D _ 12" MAX <br />N M <br />NOTES: <br />- <br />1. SEE POLE DESIGN PAGE (PAGE 1) FOR POLE, <br />° F.G. <br />BASEPLATE <br />AND ANCHOR BOLT DESIGN DATA <br />, <br />. <br />2. ALL CONCRETE SHALL HAVE A MINIMUM <br />COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. <br />ALL CONCRETE WORK SHALL CONFORM TO LATEST <br />CD <br />EDITION ACI 318 <br />"BUILDING CODE REQUIREMENTS <br />, <br />~a <br />FOR STRUCTURAL CONCRETE". FOUNDATION <br />41~ <br />CONSTRUCTION SHALL CONFORM TO ACI 336, <br />"STANDARD SPECIFICATIONS FOR THE <br />CONSTRUCTION OF DRILLED PIERS. <br />TEMPLATE <br />0 <br />NUTS <br />AND <br />3. REINFORCING STEEL SHALL CONFORM TO: <br />m <br />#5 BARS AND LARGER - ASTM A-615, GRADE 60 <br />z <br />4 <br />FOUNDATION DESIGN PER GEOTECHNICAL REPORT: <br />. <br />PREPARED BY: Adapt Engineering <br />V <br />PROJECT NO.: OR13-18613-GEO <br />0 <br />DATE: December 2 <br />2013 <br />D <br />~ <br />(14) #1 <br />, <br />C <br />4 <br />t VERT REINF. <br />_ <br />5. CONTRACTOR SHALL READ THE GEOTECHNICAL <br />REPORT AND CONSULT WITH GEOTECHNICAL <br /> <br />ENGINEER PRIOR TO CONSTRUCTION FOR HAZARDS <br />AND SPECIAL CIRCUMSTANCES. <br />M <br />6. ESTIMATED CONCRETE VOLUME: 18.18 yd3 <br />7. SPECIAL INSPECTION REQUIRED Pc > 2500 PSI; <br />CONCRETE <br />REINFORCING STEEL <br />ANCHOR BOLTS <br />, <br />, <br />60" DIA <br />. <br />8. TYPE II CEMENT W/C < 0.45 <br />NO SCALE <br />Prepared by: <br />Prepared for: <br />L740011° <br />p ISE Incorporated <br />CAMOUFLAGE <br />Structural Engineers <br />501 South Euclid Avenue <br />P.O.BOX 50039 <br />Tucson, AZ 85713 <br />Phoenix, Arizona 85076 <br />PHONE: 602 403 8614 <br />~520~ 294-39 <br />w-iselncb¢ <br />www.larsoncamo.com <br />NOT TO SCALE <br />