|
NONCE JOHry
<br /> KEY FOR CONC. 0 141) \PM'of WAs,!"
<br /> KEY FOR CONC. BLOCK ABOVE PER `'� ''��G
<br /> CONIC. BLOCK ABOVE, BLOCK ABOVE PER CONIC. BLOCK ABOVE, SEE DETAIL IliZTTGA
<br /> IF MS BAR DOES NOT N c$SUPERSTRUCTURE SHEETS 0 uFAwnE+'THEN OMWNG V
<br /> SEE SUPERSTRUCTURE DETAIL QTIE NOT TO SCALE
<br /> SHEETS ® TYP.
<br /> np' CONC. BLOCK THREADED ROD <y ae22 4e
<br /> CONC. BLOCK THREADED ROD COUPLED w/ANCHOR BELOW, BARS LOCATED MIN. 2" Ff JUkAI ,,,
<br /> COUPLED w/ANCHOR BELOW, BARS LOCATED MIN. 2" SEE SUPERSTRUCTURE BELOW KEY WHERE ECONAL E.*.H°�
<br /> SEE SUPERSTRUCTURE BELOW KEY WHERE SHEETS, TYP. CONFLICT, TYP. __
<br /> SHEETS, TYP. CONFLICT, TYP. (E) 10" S.O.G.
<br /> (E) 10" S.O.G. W/THICKENED EDGE r UPPER s n
<br /> TYP. UPPER HSCNW1 SIMPSON MAT REIN. (N) BPE BLOCK ABOVE, SEE
<br /> W/THICKENED EDGE ITYP.
<br /> HSCNWI SIMPSON MAT REIN. (N) BPE BLOCK ABOVE, SEE COUPLER (OR EQUIV.) ` BEYOND SUPERSTRUCTURE SHEETS COUPLER (OR EQUIV.) - i` BEYOND SUPERSTRUCTURE SHEETSCAST IN ® TOP OF � z o
<br /> 1` ANCHOR, TYP. --=T-- `r i ,z v
<br /> CAST IN ® TOP OF - - -- - ` (E) u r �' o'
<br /> -r- +r i81¢"THK. PRECAST 1 i - ,n=,
<br /> (E) 8X"THK. PRECAST ANCHOR, TYP. +�� CONC. WALL / 4'-3 "f
<br /> CONC. WALL 4'-3Y2"t 1 � 4 Y2 I #11 GR. 80 BARS Ull1 3 a m
<br /> #11 GR. 80 BARS II010" o.c., E.W., T&B E 3-.
<br /> 010" o.c., E.W., T&B (E) GRADE (SHOWN #11 GR. 80 I 0 H m a r
<br /> (E) GRADE (SHOWN #11 GR. 80 I A FOR REPRESENTATIVE / A BAR ® CORNER = �`"
<br /> FOR REPRESENTATIVE BAR ® CORNER j
<br /> PURPOSES ONLY) L. ___ O- v
<br /> PURPOSES ONLY 11 :!. _.• __• •_ 2" % i L _•. _ - _. • • CLR. L_- -- _ - -. -. -. - CLR. - -I •
<br /> 'I I III I ft T-T-I 1 _ < o cD o
<br /> II • 04
<br /> E IF I I
<br /> II 1TYP" (E) WALL III I / )¢" FLEXIBLE •" I-� z W I-00
<br /> III W- E.� 7 FOOTING I HI i l- / - Z (n O1
<br /> I IA I I I _ 3'-0" �L I L / BTJOINT
<br /> N. FILLE& 3' 0" Z W = Q
<br /> III ,i JOINT FLEXIBLE or 1.:41
<br /> }
<br /> FILLER (E) CONC. J Z I-
<br /> _._},-
<br /> BTWN. (N) & O
<br /> (E) WALL (E) CONC. I 11 •I I• • • • • • • _ 3" U J
<br /> FOOTING • • • I, '• • • • • • • 1 1 3" 1--
<br /> 3" _ CLR. = 1n
<br /> 2"TYP. CLR. -1 I II_11 I �I -''.*_ �ic`st 1,s�oi h=¢ t w
<br /> .-t +�, ..ti.. _ t
<br /> 3" CLR.
<br /> CLR. 0-6 SUBGRADE PREP PER
<br /> a to GEOTECH REPORT ANCHORS AND SUBGRADE 1"0 PABHB-18 SIMPSON I I ANCHOR REINFORCING
<br /> ANCHOR (OR EQUIV.), (4) #Sx `� ANCHOR REIN. SIM. TO DETAILe
<br /> 17-„'111=1I.-111=' 0-10 0-10 SHEET NOTES:
<br /> PER TYP. CONC. BLOCK, (6)
<br /> I-I L I-11 PER CORNER BLOCK, TYP. 1. EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED ON Typ
<br /> (2) PER ANCHOR DRAWINGS PREPARED BY LANCE MUELLER & ASSOCIATES FOR THE "EVERETT 0 z
<br /> TECH" BUILDING ADDENDUM #2 DATED AUGUST 20, 2021. CONTRACTOR TO
<br /> VERIFY GEOMETRY IN FIELD AND NOTIFY THE PROJECT ENGINEER IF CONFLICTS Z
<br /> OR DISCREPANCIES EXIST. TYP. (N) MAT FOUND. ADJ. TO (E) WALL O 5 i_
<br /> 2. ALL REINFORCING SHALL BE FULLY DEVELOPED BEYOND CHANGES IN MAT
<br /> (N) MAT FOUND. ADJ. TO (E) WALL - LOWER FOOTING O •. A '' " • BARSIN3/4" = 1.-0"
<br /> 1 3. PRIMARY #11 REINFORCING THE FOUNDATION SHALL BE GR. 80.
<br /> U.N.O., SECONDARY REINFORCING, INCLUDING ANCHOR REINFORCING, STIRRUPS, W 0
<br /> 3/4" = 1'-0' .ND DOWEL BARS, SHALL BE GR. 60. — Z
<br /> 4. - ..:. I-. - . _. - " , ,. .. . .. .. .. .....RED .R THE 6,
<br /> FOUNDATION ELEMENTS ONLY. ANY DEPICTION OF ELEMENTS ABOVE THE _ D
<br /> FOUNDATION (CONCRETE BLOCKS, BPE BLOCKS, THREADED RODS, ETC.) ARE (� O
<br /> REPRESENTED FOR SCHEMATIC PURPOSES ONLY. DESIGN OF STRUCTURAL
<br /> ELEMENTS ABOVE THE FOUNDATION PROVIDED ON SUPERSTRUCTURE SHEETS
<br /> TO FOLLOW.
<br /> 5. SEE SHEET SF7 FOR TYPICAL ANCHORAGE AND ANCHOR REINFORCING DETAILS.
<br /> 6. WHERE TYPICAL REINFORCING AND KEYS CONFLICT, CONTRACTOR SHALL LOCATE CD
<br /> ® REINFORCING TO MAINTAIN MIN. CLEARANCES AS SPECIFIED HEREIN, LOCATE
<br /> CONC. BLOCK ABOVE, KEY FOR CONC. REINFORCING TO AVOID CONFLICTS WITH OTHER CAST-IN ELEMENTS. DO NOTCL
<br /> jak
<br /> SSEE
<br /> EEESUPERSTRUCTURE- DBLOCK
<br /> ETAIL ABOVE PER SHIFT BARS MORE THAN)4 OF TYPICAL BAR SPACING U.N.O. w
<br /> KEY FOR CONC. z W ro
<br /> I TYP. CONC. BLOCK ABOVE, BLOCK ABOVE PER �/ O
<br /> (E) W12 2-6. 2'-6"t 1111) SEE SUPERSTRUCTURE DETAIL I_LI CO N
<br /> CO
<br /> CRANE COL. V.I.F. BARS LOCATED MIN. 2" SUPERSTRUCTUREO SHEETS SEE
<br /> SHEETS ®
<br /> BELOW KEY WHERE NP' L1 CD)- N CD
<br /> CONFLICT, TYP. I Z ~ ~w Q
<br /> (4) ADDITIONAL #8 (E) W12 2-6" BARS LOCATED MINI. 2" BELOW
<br /> �� TYP. UPPERV.I.F. 2-6"t (N) BPE BLOCK ABOVE, SEE U to =
<br /> CRANE COL. KEY WHERE CONFLICT, NP. Z H-
<br /> BARS, FULLY DEVELOPSUPERSTRUCTURE SHEETS Q W
<br /> �� MAT REIN. BEYOND CHANGES IN
<br /> (E) 8)5"THK. PRECAST -1 ---- ., BEYOND MAT FOUNDATION I 2" CHAMFER W Z
<br /> CONC. WALL -CC
<br /> +rr GEOMETRY TYP. O
<br /> A it ANCHORS AND ATYP, UPPER W O J IyJ
<br /> 1 ANCHOR REINFORCING / ;+ MAT REIN. INNER ANCHOR AND T ") a = M
<br /> #11 GR SIM. TO DETAILO (E) 8>¢" THK. PRECAST I I \BARB G(. 60 #11 __ - -- _- -- BEYOND ANCHOR REINFORCING i V► LJ(E) GRADE (SHOWN80 BAR ® CDNC. WALL SIM. TO DETAILO
<br /> FOR REPRESENTATIVECORNER TYP. I I FULLY DEVELOP PURPOSES ONLY " A�. / ' __ BEYOND47 #11 GR. 80 BARS o1' I, Ai
<br /> / ® j 2 ► I I #11 SR. ®10" O.c., E.W.. T&BCLR. (E) GRADE (SHOWN 80 BAR ® NONC. BLOCK THREADED ••® � FOR REPRESENTATIVE ICORNERA QROD COUPLEDPURPOSES ONLY)I=I� II w/ANCHOR BELOW, SEE / .._0„/ SUPERSTRUCTURE ..a -- —I
<br /> ® ` `� a • ^ CLR. , Z
<br /> I LEI II-II SHEETS,TYP. - - - - _ - .d - - 3'-D" III II-I I,-(711
<br /> (-:,il!. / HSCNWI SIMPSON . -! 1I I-'I I I �/ IV.' _ 0 r.
<br /> #11 GR. 80 BARS �� 1"0 A449 HIGH 1•-9" ` `
<br /> // COUPLER (OR EQUIV.) z - - ��� / STRENGTH THREADED •�_ _ ®10" o.c., E.W.. T&BROD THROUGH FILLPiliJ ! L.: - a .d3_0. 0CAST IN ® TOP OF CONC. SECTION _ d
<br /> (E) WALL ANCHOR, TYP. +�•s rya ,. _ ---___ 3•• y I Hill �- , ° - 8 Z O
<br /> FOOTING / - - W e CLR. .,�.. // 3" ; /-. _ - a O
<br /> BEYOND / ///�/�/ _: - _. - I ///// // / A - W
<br /> 2" CHAMFER j_:' _ �=11 j , 0
<br /> r �!� d NUTT6(FO" R THREADS)WRSHER & �� 1 3" ni L�
<br /> ' /�i! 2 (FOUL ON - •• • •• ••
<br /> 6"THK. COMPRESSIBLE j d SUBGRADE PREP
<br /> 4011.
<br /> CLR.
<br /> a � UNDERSIDE OF (N)- �_-_
<br /> MATERIAL BTWN. TOP OF PER GEOTECH 2'-0"3 j///, //
<br /> (E) FOOTING & BOT. OF a �' < REPORT -�7 CDNC. SECTION 6-f JOB No.
<br /> (N) MAT FOUNDATION, ��r I ' I IT i- -11=III=)11— (- 1 t 2202-0023
<br /> / ` GLUE TO (E) FOOTING ` • SUBGRADE PREP PER DRAWN CHECKED
<br /> -1 =4 f f= "0"- ���� _ _ _ (E) WALL (-I 1-' !-I I_I T 1,-D" " CLR. 2
<br /> GEOTECH REPORT
<br /> IL III-I II #82'-0"� NRW WJS
<br /> (E) 7'-0"x7'-0"xl'-6" -' ( BARS ®10" BEYOND 3"THK. COMPRESSIBLE co
<br /> CLR. ALONG 4-0
<br /> THK. COLUMN FOOTINGS 1'-0" 9X" FLEXIBLE I 7-3 DATE
<br /> TYP. BOT. SURFACE gx 010" o... MATERIAL BTWN. TOP OF #8x a 010" O.C. ry
<br /> TO REMAIN, TYP. 1-8 # JOINT FILLER C 1 09/02/22
<br /> 2'-0• L\
<br /> )5" FLEXIBLE of 1-8 A (E) FOOTING & BOT. OF BTWN. (N) & 1-8 Bx I O`, ®10 o.c.
<br /> JOINT FILLER #8x a 010" o.c. (N) MAT FOUNDATION, (E) CONC., TYP. 2-8 O REVISIONS
<br /> N. (N) & GLUE TO (E) FOOTING A A 10/18/22
<br /> BTW(E) CONIC., TYP. 1-8• TYP. (N) MAT FOUND. ADJ. TO (E) COL.(N) MAT FOUND. ADJ. TO (E) COL. - LOWER FOOTING 2 3/4" - 1'-0" O SHEET
<br /> _ _ SF6
<br /> 3/4 - 1'-0" 7 OF 23
<br /> Z
<br />
|