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6.5' 0 GENERAL NOTES: DRILLED PIER <br /> ��B 1.Prior to excavation, check the area for underground facilities. <br /> ANCHOR BOLTS I 2.Al1 reinforcing shall be deformed bars conforming to ASTM A615 <br /> (SEE SECTION A-A FOR DETAILS) { Grade 60 (60,000 psi min. yield) and shall be provided by the <br /> --+- 6.5' 0 foundation contractor. <br /> 3.A1l concrete shall have a minimum compressive strength of 4000 <br /> j „y.-iv\ psi 0 28 days. The requirement for the concrete shall be as given in the <br /> A ` A ACI "Building Code Requirements for Reinforced Concrete", ACI 318, the <br /> 4i1i <br /> 0,211140 ww latest edition. <br /> CAP o.5' 4.Trowel top of pedestal smooth. <br /> !/I ( -- 5.Steel reinforcement and concrete should be placed immediately upon completion <br /> CONCRETE PIER 1���: A. j f of thepier excavations. Contractor shall not allow a cold joint <br /> r,�.ell" j 1 <br /> ��//��I� �e to form in the pier. Portion above grade should be formed. <br /> i%�--� �. Temporary casing may be required to prevent caving prior to <br /> REBAR TIES 7D” ON CENTER ') �' 10-1.75" DIAMETER X 66" LONG concrete placement. <br /> DOUBLE AT TOP WITH <br /> Bottom ��jp 1 ori BOTTOM ANCHOR BOLTS ON A 47.25" BOLT 6.The ground water was encountered at 8' below grade during boring. <br /> Template 111102111111 <br /> '� CIRCLE MATCHING PROVIDED TEMPLATES ?.Concrete is assumed to weigh 150 pcf. <br /> C i it C <br /> t I I e.Estimated concrete volume 34.5 cubic yards total. <br /> '7:211111 <br /> ,i <br /> ��,,,$ 9.Design Based on the following loads from installation drawing for <br /> �j��I� 28, order No: 339275. <br /> VERTICAL REBAR ,I� FOUNDATION & ANCHOR BOLT LAYOUT PLAN Factored Moment = 1146.8 FT-KIPS <br /> 1111111.1111111 <br /> (No SCALE) Factored Download = 17.8 KIPS <br /> Factored Shear = 14.4 KIPS <br /> CENTER THE CAGE IN of� i$ <br /> THE DRILLED PIER ill2Mill 10. Reference: Adapt Project No. WA16-20654-GEO, Dated: October 10th, 2016 <br /> Liromprr <br /> 11. Concrete shall be placed using a tremae to the depth indicated on the <br /> NI* <br /> �� foundation drawing. <br /> l�I!I 57 #4 BAR TIES, 6" OC, 2 ON TOP, 1 ON BOTTOM 12. Anchor bolts to be ASTM A615, Sr. 75 ksi. <br /> irlirall 13. Ref Soils Report for installation recommendations. <br /> ��� 28 EQUAL SPACED #9 VERTICAL BARS <br /> SECTION B-B • <br /> 27'- 6" <br /> PIER ELEVATION <br /> (NO SCALE) Reinforcement Steel Schedule Total Total <br /> Rebar Rebar Bar Weight Weight BAR <br /> !f VERTICAL REBAR GEOMETRY - Type size Spacing lb/ft (lb) Qty <br /> 9.00" Anchor Bolt Projection 1 Vertical #9 EQUAL 3.4 2618 28 <br /> 2 Ties #4 6" 0.67 707 57 <br /> ANCHOR BOLT LOCATION TEMPLATE TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION = 3325# <br /> 1 <br /> CHAMFER 1" <br /> #9 REBAR LAP SPLICE TABLE Ref. ACI 318 <br /> A i/1 1I1 SECTION C-C #4 Rebar Rebar CONCRETE REBAR <br /> MI 11111 <br /> 1N1 1IB1 1 1/1 8116 PIER REBAR LAYOUT Size Grade STRENGTH OVERLAP <br /> 4 IN al (NO SCALE) PSI INCHES <br /> 5'- 6" <br /> L1NlQ N #9 60 4000 42 <br /> 0t #4 60 4000 15 <br /> I.V. F WASfj dia. 2" NOTES: Where vertical bars are to be spliced, splices should be staggered. <br /> ,4,41 <br /> SECTION A-A TYP �� J GRADE 60 REBAR TIES HOOK GEOMETRY*** <br /> ANCHOR BOLT ELEVATION ii/f/'-o 4.4„.-,e MIA / Rebar ASK # 6db* ** 4db* <br /> K'°, <br /> (NO SCALE) 0'. II tt / 3" Min Size Min Length Nominal Diameter _ <br /> Note: EXTREME CARE SHOULD BE TAKEN TO ENSURE THAT ALL ''� #4 11-97204 3" Min dia. 2" <br /> NitBOLTS ARE LEVEL WITH RESPECT TO EACH OTHER <br /> 111'77Y��'' G` * db Bar Diameter f!� <br /> TO ENSURE ADEQUATE NUT ENGAGEMENT s`/QNAI'�� REBARTIEGEOMETRY ** Refers to ACI Stirrup hook detail 6db 3in min. / E*' <br /> *** Lap Splice may be used when Seismic Hook not required FFF <br /> U1316-141-161 <br /> WA FIRM LICENSE#:COA 2202 <br /> ) VECTOR EflGIflEE R S Rev Description <br /> A REVISED POLE DESIGN. Date By/Ck <br /> UNLESS OTHERWISE NOTED <br /> DIMENSIONS ARE IN INCHES <br /> 11/11/16 IDN ToaeRANessAavalmont <br /> AICZOC1.17:0! <br /> 7: 3575 25TH STREET <br /> T S <br /> E <br /> SALEM, OR 97302 <br /> MAIN (503) 363-9267 <br /> T FAX (503) 316-2040 <br /> 40 <br /> x'-x x/x^- s 1/5^ By: JON DRILLED PIER FOUNDATION LAYOUT <br /> 913E S. STATE STREET, SUITE 101 (8011 990-1775 x x/x^ - 1 1/16" Check: MF CUSTOMER: GENERAL DYNAMICS <br /> X' - .in" <br /> SANDY, UTAH 84070 (8011 990-1 776 Fax X. - :1/76^ Date: 10/17/16 SITE: WA6348 - GLENWOOD <br /> ANALYSIS VERSION: 1.15 S.O4339275 SIZE - B DWG NO.B-144810 Sheet 1 of 1 <br />