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6.5 0 GENERAL NOTES: DRILLED PIER <br /> f_0.-g 1.Prior to excavation, check the area for underground facilities. <br /> ANCHOR BOLTS 1 2.All reinforcing shall be deformed bars conforming to ASTM A615 <br /> (SEE SECTION A-A FOR DETAILS) I Grade 60 (60,000 psi min. yield) and shall be provided by the <br /> --r 6.5. 0 <br /> foundation contractor. <br /> ! 3.All concrete shall have a minimum compressive strength of 4000 <br /> I 1 psi B 28 days. The requirement for the concrete shall be as given in the <br /> �'" +. <br /> IIiIJ <br /> .._.��.,g. A .�' A ACI "Building Code Requirements for Reinforced Concrete", ACI 318, the <br /> t( - f g latest edition. <br /> —CAP 0.s i• <br /> • _f 4.Trowel top of pedestal smooth. <br /> '��j, __ ____ 5.Steel reinforcement and concrete should be placed immediately upon completion <br /> CONCRETE PIER 141111,211 <br /> 1�: it ;�. '� ' of the pier excavations. Contractor shall not allow a cold joint <br /> � I�/lei i <br /> ���i� 'e #' to form in the pier. Portion above grade should be formed. <br /> ' Temporary casing may be required to prevent caving prior to <br /> REBAR TIES S" ON CENTER ~ '� 10-1.75" DIAMETER X 66" LONG concrete placement. <br /> ■ DOUBLE AT TOP WITH <br /> Bottom ■'1�J 1 ON BOTTOM ANCHOR BOLTS ON A 47.25" BOLT 6.The ground water was encountered at 8, below grade during boring. <br /> Template11 c CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pcf. <br /> C <br /> 8.Estimated concrete volume . 34.5 cubic yards total. <br /> l a,-t L___1.-13, 9.Design Based on the following loads from installation drawing for <br /> 111 ®I. 28, order No: 339275. <br /> VERTICAL REBAR ,I� FOUNDATION &ANCHOR BOLT LAYOUT PLAN Factored Moment = 1146.8 FT-KIPS <br /> OIS/ Factored Download = 17.8 RIPS <br /> � � (NO SCALE) <br /> i Factored Shear = 14.4 KIPS <br /> CENTER THE CAGE IN ��,� <br /> THE DRILLED PIER 11'��i� 10. Reference: Adapt Project No. WA16-20654-GEO, Dated: October 10th, 2016 <br /> �!®�!� 11. Concrete shall be placed using a tremie to the depth indicated on the <br /> $ �� foundation drawing. <br /> 57 #4 BAR TIES, 6" OC, 2 ON TOP, 1 ON BOTTOM 12. Anchor bolts to be ASTM A615, Gr. 75 ksi. <br /> ®�i� 13. Ref Soils Report for installation recommendations. <br /> 28 EQUAL SPACED #9 VERTICAL BARS <br /> i <br /> SECTION B-B ••• <br /> + 27 - 6" <br /> PIER ELEVATION <br /> (NO SCALE) i Reinforcement Steel Schedule Total Total <br /> .,_...... .... ........ 1 <br /> Rebar Rebar Bar Weight Weight BAR <br /> - Type size Spacing lb/ft (lb) Qty <br /> 9.00" Anchor Bolt Projection VERTICALREBAR GEOMETRY 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 /> i <br /> CHAMFER 1" <br /> #9 REBAR LAP SPLICE TABLE Ref. ACI 318 <br /> L ;.' 1111 al SECTION C-C #4 Rebar Rebar coNCRsrs REHAB <br /> • 11�IIIIIIIMMIIIIIMMMIIIIIIMIIINU 1 1/1 8/1 6 PIER REBAR LAYOUT Size Grade STRENGTH OVERLAP <br /> (NO SCALE) <br /> 5.- 6" PSI INCHES <br /> #9 60 4000 42 <br /> 'N.$�'' D �(}• �� #4 60 4000 15 <br /> Alp �ip�' OF WASqit <br /> �� " <br /> dia. 2NOTES: Where vertical bars are to be spliced, splices should be staggered. <br /> e <br /> t toT 46- j+4. 9 <br /> 1 <br /> /41.)., <br /> SECTION A-A TYP �s1p <br /> GRADE 60 REBAR TIES HOOK GEOMETRY*** <br /> ANCHOR BOLT ELEVATION Rebar ASK # 6db* ** 4db* <br /> 1 <br /> , Y(NO SCALE) "�� RIVV � 3" Min Site Mia Length Nominal Diameter <br /> Note: EXTREME CARE SHOULD BE TAKEN TO ENSURE THAT ALL <br /> Sl: <br /> U 1vV #4 11-97204 3" Min dia. 2^ A/ <br /> BOLTS ARE LEVEL WITH RESPECT TO EACH OTHER "- • G` *db = Bar Diameter $$�' <br /> TO ENSURE ADEQUATE NUT ENGAGEMENT QNALE REBAR TIE GEOMETRY **Refers to ACI Stirrup hook detail 6db 3in min. <br /> ***Lap Splice may be used when Seismic Hook not required \,,---,--- <br /> U1316-141-161 <br /> WA FIRM LICENSE#:COA 2202>VECTOR. <br /> ::'•11' <br /> Rev Description Date sy/Ck \�� 3575 25TH STREET SE <br /> UNLESS OTHERWISE 50100 _�".,�mont 7302 <br /> MAIN (503)OR 9363-9267 <br /> DIMENSIONS 555 IN I01050 A At�t�/"' F �/"'T FAX (503) 316-2040 <br /> A REVISED POLE DESIGN. i1J11/i6 InctOLERANCES ARE: /Y 11 Rl/( L L t <br /> E f1 G I f'i E E R S Vii x.-x x/x^ - _ 1/8^ <br /> By: IDN DRILLED PIER FOUNDATION LAYOUT <br /> 91385. STATE STREET, SUITE 151 (80 71 990-1 775 x x/x^ - m 1/16" Check: MF CUSTOMER: GENERAL DYNAMICS <br /> X' - S 1/8" <br /> SANDY, UTAH 84070 (8011 990-1776 FAX x" - _ 1/16^ Date: 10/17/16 SITE: WA6348 - GLENWOOD <br /> ANALYSIS VERSION: 1.15 S.0.#339275 SIZE - B DWG NO.B-144810 Sheet 1 of 1 <br />