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<br /> ► I I MEASURE I.TOTHENS DMWING 3 r CtI J■ i
<br /> I IS NOT TO SCALE
<br /> Q PILASTER, I .' • g
<br /> rL SUPERSTRUCTURE, I FL I GRIDS AS ESTABLISHED IN p•gq,+e22a„p'�e
<br /> PILASTER AND SHELL BUILDING y PILASTER REFERENCED BUILDING °G' ron:I �A. °
<br /> 20'-0" 25-0" _ - DRAWINGS DATED AUGUST aIQNA�E`AA °�
<br /> 't I 20, 2021, nP. _
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<br /> / SUPERSTRUCTURE SHEETS, nP. �— — — 1=•— ——) o —. / 1,111 3oim
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<br /> .. CONNECTING TO CONC. (N) BPE BLOCK WALL II�� / I = -0_
<br /> WALL BLOCKS ABOVE, LINE ABOVE, TYP. / ' 'G_1
<br /> •LJ 11 (76) TOTAL, KEY PER _ I��
<br /> / I'--)I DETAIL Q REMOVABLE r--- ' (E)4 DOOR
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<br /> ao o m / I ,�������� o.c., E.W., T&B, STAGGER I /
<br /> I�II������U�1 LAPS SUCH THAT NO r
<br /> _ ' / 1 II����MW���, GREATER THAN 50% OF I I�I/ I I _ Z
<br /> INNER BARS '���������, REINFORCING IS LAPPED AT
<br /> / � �\ ANY LOCATION, SEE SHEET
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<br /> Z o ' 11 SD1 FOR LAP SPLICE INFO I
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<br /> N CONC. PILASTER ABOVE,
<br /> x E 3'-0"x1'-0" Z 0
<br /> CORNER WALL BLOCK 0 ® ( ) ti N-( )
<br /> 5'-0"x5'-0"x2'-6"
<br /> ANCHORAGE AND KEY rn'• TYP SEE SUPERSTRUCTURE c O ' WALL STRIP w O W Z
<br /> PER DETAIL SHEETS, nP. ai PILASTER DOWEL PLAN PRECAST CONC. WALL I FOOTING, TYP. N Li CC Q
<br /> BLOCK ABOVE, SEE
<br /> 0 v , PER DETAIL 0 SUPERSTRUCTURE I
<br /> ® SHEETS, TYP. (E) 8Vt"THK.
<br /> TYP. ®TYp. ' PRECAST CONC. JOB No.
<br /> WALL, nP.
<br /> SHFFT NOTES- I 2202-0023
<br /> 1. EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED ON (N) FOOTING EXTENTS, DRAWN CHECKED
<br /> DRAWINGS PREPARED BY LANCE MUELLER &ASSOCIATES FOR THE "EVERETT )" FLEXIBLE JOINT
<br /> TECH" BUILDING ADDENDUM #2 DATED AUGUST 20, 2021. CONTRACTOR TO FILLER BETWEEN (N) NRW WJS
<br /> VERIFY GEOMETRY IN FIELD AND NOTIFY THE PROJECT ENGINEER IF CONFLICTS FOOTING AND (E) S.O.G.,
<br /> O2. ALLR DISCREPANCIES
<br /> ISPAISSHALL BE FULLY DEVELOPED BEYOND CHANGES IN MAT FOUNDATION REINFORCING AND ANCHORAGE PLAN ALL AROUND, TYP. DATE 09/02/'Z'Z
<br /> • -• e ' - - e _ a ,• 1/4" 1 -D" N REVISIONS
<br /> 3. PRIMARY #11 REINFORCING BARS IN TH F•UN.ATIO HALL BE GR. 80.
<br /> U.N.O., SECONDARY REINFORCING, INCLUDING ANCHOR REINFORCING, STIRRUPS, 10/18/22
<br /> • D •0 L EAR 5 LL BE R. 60 SE F•LL•WIN SH ETS FOR D Al
<br /> 4. T'•C I AI•- . .. I • - .. • ..
<br /> 4 FOUNDATION ELEMENTS ONLY. ANY DEPICTION OF ELEMENTS ABOVE THE
<br /> FOUNDATION (CONCRETE BLOCKS, BPE BLOCKS, THREADED RODS, ETC.) ARE
<br /> ' REPRESENTED FOR SCHEMATIC PURPOSES ONLY. DESIGN OF STRUCTURAL SHEET
<br /> ELEMENTS ABOVE THE FOUNDATION PROVIDED ON SUPERSTRUCTURE SHEETS TO SF5
<br /> FOLLOW. 6 OF 23
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