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DLEMN <br />COL. STEM STEMDEIPIL <br />COL. i <br />KEYWAY <br />7NORAILR GU0TERL]NEJ <br />T SPS. TB:404' - ]P'- <br />SPS.@NC52 B1T' <br />FOOTING PLAN <br />"-t— <br />I—� COLUMN 7 <br />MAID6 2161105E BARS 7 COL STEM <br />A <br />\ 1ITI� <br />`THC90l RHC502 <br />S <br />1160„ <br />FOOTING SECTION <br />-7HC404 <br />COL. 0\ <br />-w . H <br />EL. 663.21 <br />®BOLTON <br />& MENK <br />7H01105€ 1OWELS1 45/: <br />THC1ooBE 3V <br />DR P <br />2" FROM EDGE OF DECK <br />b ab% <br />b-7HCSOTE <br />r - <br />b <br />Pi0)P,P P PP <br />10065E :///BEw <br />76: <br />0 ne s00 E 4(„ <br />e sya' <br />COLUMN STEM DETAIL <br />SECTION A -A <br />12'-0" TRAIL <br />—DECK GIIT TE RL] —O BRIDGEDECK CUTIERLINE <br />1.0D% <br />WORKING LINE -- <br />STEM <br />ELN883.00 ON 301NT <br />/13-33/1 --RING BEAM <br />IKEYWAY <br />2" L cONSIRNOTION JOINT <br />EL.67935 <br />1 <br />-s\_00YWAY <br />�O COL STEM <br />9 -( <br />ELEVATION <br />COLUMN 7 <br />SPREAD FOOTING LOAD DATA <br />EZE <br />(PERPENDICULAR TO PIER! <br />EFFECTIVE LENDIN L' ARALLEL TO PIER) <br />ERVICE SBEARING <br />RESISTANCE <br />9.25 <br />5.79 El. <br />2.8 TONSOBO.ET. <br />NOTES <br />LJ <br />© MEASURED GUTIERLINE I0 GUTTERLINE <br />ALL KEYWAYS ARE 2" X 6" X 1'-6". <br />FOR ELL OF REINFORCEMENT, 5E: SHEET 48. <br />n aS`� 7P �R'�� HELM COLUMN 7 ,�'TRIDGE N0. <br />ENGINEER NSIGNATUREso..,E s��oE G�.xEro., DETAILS & REINFORCEMENT Ir«Eo� PP[S•A.P. 199-010-012 <br />SHEET NO. 42 OF 99 SHEETS I 02053 <br />