PINE eAANCHES <br />SHOWN FOR ILLUSTRATION PROJECT INFORMATION [Page 1 of 2] <br />75'-0" AFG "UnPaSE ONLY <br />TL' Top of Branches HAND HOLES NOT SHOWN Date: June 11, 2015 <br />ATTRUEORIENTATIDN ISE Job No. 9437 By: MN <br />~NSw REFER TO SCHEDULE <br />Customer: Larson Camouflage ~C, 8 N ~ tr®® <br />Product: 70' Mono Pine <br />h70'-0"AFG Site ID: AT&T EG46 Fox Hollow 74 E <br />Top of Pale _ _ JJJ <br />Location: 4060 West Amazon Road <br />Eugene, OR 97405 <br />,h 65'-0"AFG <br />Antenna Rad Center <br />h 55' 0" AFG <br />Future Antenna Rad Center <br />9 <br />DESIGN CRITERION: FXP~RES 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 />EXP C, Topo Category I, Tower Class II <br />POLE SPECIFICATIONS <br />Section Shape 18-Sided Tapered <br />PipeTaper <br />0.20901N/FT <br />Pole Material <br />ASTM A572-GR65 <br />Base Plate <br />ASTM A572-GR50 <br />Anchor Bolts <br />2-1/4" x 84" Long, ASTM A615-75 <br />Pole Length <br />Weight Tkns. <br />Lap Splice <br />Diameter <br />Section (ft.) <br />(kips) (in.) <br />(in.) <br />Top (in.) Bet (in.) <br />1 50.000 <br />2.718 0.219 <br />41.000 <br />18.000 28.450 <br />2 22.417 <br />2.219 0.313 <br />27.298 31.983 <br />Base Plate <br />0.812 2.500 45.75"0 Round w/ 25.75" ID <br />DESIGN LOADS (Unfactored Base Wind Reactions) <br />Moment = <br />900.939 Ft-Kips <br />Shear = <br />21.203 Kips <br />Axial = <br />14.346 Kips <br />DEFLECTIONS <br />60 MPH Wind 85 MPH Wind <br />Elev. (ft.) Lateral (in.) Sway Lateral (in.) Sway ) <br />Top 11.884 1.298 42.750 4.672 <br />Elevation (ft.) <br />(Qty) <br />Description <br />' <br />' <br />' <br />' <br />' <br />' <br />' <br />15 <br />to 70 <br />(193) <br />Assorted 4 <br />, 6 <br />, 8 <br />, & 10 <br />Pine Branches <br />_ <br />_z SLIP JOINT CONNECTION <br />DESIGN OVERLAP <br />41" <br />10% <br />65' <br />' <br />(3) <br />T-Arm Mount <br />- <br />t <br />65 <br />(6) <br />800-10892 Panel Antenna <br />a <br />a <br />65' <br />(18) <br />RRH <br />J <br />65' <br />(3) <br />Raycap Surge Suppressor <br />55' <br />(3) <br />T-Arm Mount (Future) <br />V <br />~t <br />55' <br />55' <br />(6) <br />(18) <br />800-10892 Panel Antenna (Future) <br />RRH (Future) <br />BRANCH START HEIGHTI5'AFG <br />W <br />111 <br />55' <br />(3) <br />Raycap Surge Suppressor (Future) <br />1' 0" AFG <br />Top of Plate <br />F D" <br />Finish Grade <br />2.5" X 45.75"0 ROUND BASEPLATE <br />W/(e) 2 25'M ANCHOR BOLTS ON A 39.750 B.C. <br />W/ MIN. 72 CONCRETE EMBEDMENT <br />W/ BOLT PLATE & NUTS AT BOTTOM <br />Prepared by: <br />Prepared for: <br />LigRSOn" <br />CAMOUFLAGE <br />1501 South Euclid Avenue <br />Tucson, AZ 85713 <br />(520) 294-3900 <br />www.larsoncamo.com <br />NOT TO SCALE <br />p ISE Incorporated <br />Structural Engineers <br />P.O. Box 50039 <br />Phoenix, Arizona 85076 <br />PHONE: 602 403 8614 <br />-ise inc.biz <br />