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9-8 p N010E 1 JOHN
<br /> 10'-0"x7'-6" CONC. v\P�of WAse i'7,
<br /> 0 > PILASTER ABOVE, SEE IF CUR•AR DOES NOT 3 H! , 71 �z
<br /> L. 10'-0"x7'-6" CONC. #5x a o HORIZ., SUPERSTRUCTURE FORM SAVERS ®TOP MEASURE I''NET TO N'rw DRAWING
<br /> PILASTER EXTENTS ABOVE, SHEETS 9-8 -OF DOWELS, TYP. m
<br /> SEE SUPERSTRUCTURE I I
<br /> L_ __. ,#,Ox
<br /> (8) TOTAL, P. FORM o p J N q�
<br /> SHEETS LOCATE REINFORCING TOI aa22a e
<br /> #10 DOWEL BAR SAVER AVOID CONFLICTS WITH #tOx VERT. DOWELS, 99:,TORAL c.� c`" v
<br /> �o VERT. DOWELS, TYP. #Sz.a o HORIZ., 1_10 e qi°
<br /> - LEGS BEYOND, TYP. I ANCH. �'o'"��¢(4) -
<br /> EA. FACE, (8) TOTAL, TYP. (28) PER SIDE, Q ANCH. rL KEY l.ANCH.
<br /> N (56) TOTAL & KEY
<br /> VERT. DOWELS, JO FLEXIBLE PER PILASTER II
<br /> • . / JOINT FILLER __ - 6" F�9" 9" 1'-9"�I- 1'-3" Y' Jo$!// 1-10 BTWN. XIB & i, _ (N) BPE ABOVE, SEE ~� IA . �_(28) PER SIDE, (56) TOTAL (E) CONC, i —I SUPERSTRUCTURE II f W•4 TYP. PER PILASTER �i V�SHEETS, TYP. r -{ __ , m• •-- • • • (E) 10" S.O.G. 2'-0" - 1 �l • l� , j . N r
<br /> • • •I 2—° it/
<br /> 6"------- I • • • • 2" TYP. uni , a m
<br /> o j •• 0 2" CLR. rE ANCH. a n
<br /> o3n
<br /> H
<br /> 2'-6" •• #Sx a o HORIZ., 1 t 9" BLOCK ABOVE PER �' o�
<br /> #5 • • KEY FOR CONC. o"
<br /> IL
<br /> HORIZ. BAR (4) EA. SIDE, EA. FACE, (16) DETAIL
<br /> LAP, TYP. , •
<br /> TOTAL, TYP. " 3'-0" OE KEY e 6
<br /> 7� 7' I #11 GR. 80 BARS 7 --------— - - - -
<br /> \\\ 010 o.c., E.W., T&6 9" TYP. / %
<br /> O } 1'''
<br /> • • #11 GR. 80 A, • 3" CLR. ANCH. - l L_ 0 U7 0
<br /> . i BARS 010" o.c., CN
<br /> ' .,,. / ,�4-,ram` :-.,�^i' -``�T^d' c;.,r K n ! 6" --T--- — • • • • Q Z w
<br /> E.W., T&B Q 3 TYP 2-0 L_L_ J vSIM. W N 01
<br /> SUBGRADE PREP VERT. DOWELS Z 2 Q
<br /> PER GEOTECH BEYOND, TYP. o 0=6 LJ Z F.
<br /> ( . • • REPORT CONC. BLOCK ABOVE,
<br /> Sx I HORIZ., U O 10 y # a o SEE SUPERSTRUCTURE Al-II
<br /> ------ (. • • ---�- --- I�• fTYP. 1"0 PABHB-18 SIMPSON SHEETS
<br /> '0 I� ' ) (2) ROWS OF (4) VERT. (N) PILASTER (4) EA. SIDE, EA. FACE. (16) #Sx N A ANCHOR REIN. W in L
<br /> 'yr- l\ `• #10 90' DOWELS ® EA. TOTAL, TYP. ANCHOR, (6) PER 0-10 0-10 =
<br /> /I \ `' CORNER, 4" SPACING TRANSVERSE DOWEL SECTION n CORNER CONC.OAST BLOCK, O ( ) TOTAL PERel-Lu
<br /> 2 COUPLER CAST IN ® 2 PER ANCHOR, 12 .-
<br /> BETWEEN ROWS. TYP. TOP,
<br /> 2'-0" /
<br /> [ TTH. 1/2" = 1'-0, �� . .. CORNER BLOCK, Ti P.
<br /> ALL SIDES
<br /> <1:2)
<br /> `
<br /> (N) 3'-0"THK.
<br /> ' FOUNDATION (N) CORNER WALL BLOCK
<br /> Y " Q ANCH. Q ANCH.
<br /> (E) 10 THK.
<br /> & KEY & KEY ANCHORAGE & KEY CONNECTION
<br /> S.O.G.
<br /> EDGE OF (N) 3'-0" I -I 1'-3" Z
<br /> THK. FOUNDATION I
<br /> 10'-O" - I I U
<br /> I al- z
<br /> TYP 6" • , • I • --71-2"TYP. KEY FOR CONC. Q
<br /> q ANCH.t • • • • BLOCK ABOVE PER CONC. BLOCK THREADED ROD _J
<br /> (N) TYP. PILASTER DOWEL PLAN O COUPLED w/ANCHOR BELOW, IJJ Q
<br /> 9" KEY FOR CONC. CONC. BLOCK ABOVE, SEE SUPERSTRUCTURE
<br /> 1/2" = 1'-0" BLOCK ABOVE PER SEE SUPERSTRUCTURE OTYp. SHEETS, TYP. — Z
<br /> DETAIL O SHEETS = D
<br /> 10'-0"x7'-6" CONC. T ADDITIONAL #6 BARS,
<br /> PILASTER ABOVE, SEE 9" �, FULL LAP w/MAT ON EA. O
<br /> SUPERSTRUCTURE • • • • HSCNW1 SIMPSON I�, SIDE OF ANCHOR, TYP. Q
<br /> LOCATE REINFORCING TO SHEETS FORM SAVERS ®TOP E Q ANCH. • COUPLER (OR EQUIV.) ----------T--- --- --- --- '�!'(" --T
<br /> AVOID CONFLICTS WITH OF DOWELS, TYP. I • 1_41 • • 0 CAST IN ® TOP OF ��I (N) BPE BLOCK
<br /> VERT. DOWELS, TYP. 10x VERT. DOWELS, 6" ANCHOR, TYP.
<br /> , # L_ J 0 I ABOVE, SEE I
<br /> #11 GR. 60 r- r 1-10 TYP. UPPER SUPERSTRUCTURE
<br /> �� �� 1"0 PABH8-18 SIMPSON 0_6 I SHEETS, TYP.
<br /> BARS 010" o.c. (28) PER SIDE, (56) TOTAL MAT REIN.
<br /> .W., T&B �\ ER PILASTER CONC. BLOCK fANCHOR (OR EQUIV.), BEYOND \ PO
<br /> LLJ
<br /> SUPERSTRUCTURE COUPLER COAST INONC. Q BLOCK, #Sx N > ANCHOR REIN. \ -. z
<br /> SHEETS TOP, TYP. — — • -• _ • - • -• • CLR. W (n N
<br /> �i� r A A A���� 2" CLR. 0-10 0-10 a D >-
<br /> �� TYP.(2) PBLOCKC TYP. (8) TOTAL PER 1' " I- Q
<br /> ill ME .■l i (N) TYP. WALL BLOCKZ w
<br /> 1"0 PABHB-18 SIMPSON TYP. U
<br /> 3'-0" -
<br /> MI•. .■l• ANCHOR (OR EQUIV.), (4)
<br /> 3'-0" O LJ ANCHORAGE & KEY CONNECTION Oq PER TYP. CONC. BLOCK, (6) n
<br /> ""_■� �■`.1 I 1" = 1, 0" _ PER CORNER BLOCK, TYP. _ _ J O M Q'
<br /> `I CONC. BLOCK ABOVE,
<br /> 3" CLR. CONC. BLOCK THREADED ROD LLI I-- a J - Lu
<br /> ( SEE SUPERSTRUCTURE KEY BEYOND FOR CONC._ w • • • S" T I w
<br /> 2-0 SHEETS BLOCK ABOVE, TYP. COUPLED w/ANCHOR BELOW, _I y I, a I - Lj
<br /> SEE SUPERSTRUCTURE # CLR.
<br /> SUBGRADE PREP / I 9-8 0 ? T , -- '��`r _,-- ---___ SHEETS, TYP. BARSG010 R. o o.c., - ' n
<br /> PER GEOTECH I #5x a o HORIZ., /p 0=6 "ni (n
<br /> REPORT OI a �i E.W., T&B BARS LOCATED MIN. / o J
<br /> 2" BELOW KEY WHERE —
<br /> I (4) EA. SIDE, EA. FACE, (16) #11 OR. 80 0a
<br /> Y N
<br /> #Sx a o HORIZ.. TOTAL, BARS 010" CONFLICT, TYP. #5% I A ANCHOR REIN.
<br /> TYP. HSCNW1 SIMPSON '{ o.c., E.W., T&B DETAIL NOTE; `�
<br /> (4) EA. FACE. (8) TOTAL, TYP. COUPLER (OR EQUIV.) ,_ 0-10 0-10 LJ
<br /> DETAIL DEPICTS FOUNDATION SUBGRADE PREP i 0
<br /> CAST IN 0 TOP OF A ® LONGITUDINAL WALL PER GEOTECH (2) PER ANCHOR, (8) TOTAL PER
<br /> ANCHOR, TYP. - 2 / BLOCKS. DETAIL IS SIMILAR REPORT TYP. BLOCK, TYP. z
<br /> MI I �•I LL
<br /> BLLOCKSFOR AW/CHA GENSVERSE AIN O
<br /> (N) TYP. PILASTER . (N) TYP. WALL BLOCK
<br /> REINFORCING DIRECTION F-i--\
<br /> LONGITUDINAL DOWEL SECTION O _ ANCHORAGE SECTION O 0 N
<br /> 3
<br /> 1/2" - 1'-0, (2) ADDITIONAL #8 BARS, = BARS LOCATED RE. 2" 0
<br /> FULL LAP w/MAT ON EA. _ _ _ `�BELOW NFL KEY WHERE 3/4' = 1'-0" 8 Z 5
<br /> CONFLICT, TYP. D
<br /> SIDE OF ANCHOR, TYP. g. J Ci 0 SHFFT NOTES. w
<br /> 1. STRUCTURAL DETAILS REPRESENTED ON THIS SHEET ARE PREPARED FOR THE N LL
<br /> 1-0" T.O.F. 1" --0 PABHB-18 SIMPSON -- / 0-6 FOUNDATION ELEMENTS ONLY. ANY DEPICTION OF ELEMENTS ABOVE THE
<br /> ANCHOR (OR EQUIV.), (4) �/ — FOUNDATION (CONCRETE BLOCKS, BPE BLOCKS, THREADED RODS, ETC.) ARE
<br /> r PER TYP. CONC. BLOCK, (6) 4- CO REPRESENTED FOR SCHEMATIC PURPOSES ONLY. DESIGN OF STRUCTURAL ELEMENTS JOB No.
<br /> IT T.O.F. PER CORNER BLOCK, TYP. #5x N > ANCHOR REIN. ABOVE THE FOUNDATION PROVIDED ON SUPERSTRUCTURE SHEETS TO FOLLOW.
<br /> 1'-p"X 2. PABH ANCHOR BOLTS ARE PRE-ASSEMBLED HIGH STRENGTH ASTM A449 ANCHOR 2202-0023
<br /> 1'-0" 6" 0-10 0-10 BOLTS MANUFACTURED BY SIMPSON STRONG TIE. CONTRACTOR/OWNER MAY SUBMIT
<br /> L1 DRAWN CHECKED
<br /> 3" :,1 (2) ADDITIONAL #8 BARS, / (2) PER ANCHOR, (8) TOTAL PER EQUIVALENT OR BETTER ALTERNATIVE ANCHOR FOR PSE'S REVIEW.
<br /> TYP. BLOCK, TYP. 3. ALL COUPLERS SHALL BE RATED TO EXCEED 125% OF THE CONNECTED ROD NRW WJS
<br /> MIN FULL LAP w/MAT ON EA.
<br /> Q SIDE OF ANCHOR, TYP. ------ STRENGTH. HIGH STRENGTH COUPLERS ARE REQUIRED WHEN CONNECTING TO HIGH
<br /> I(- I STRENGTH THREADED RODS AND ANCHORS. DATE
<br /> 6" -=1 6"•F� 4. FORMSAVERS SHALL BE RATED TO EXCEED 125% OF THE CONNECTED REBAR 09 02 22
<br /> _ DETAIL NOTE STRENGTH. REVISIONS
<br /> DETAIL DEPICTS FOUNDATION SUBGRADE PREP 5. WHERE TYPICAL REINFORCING AND KEYS CONFLICT, CONTRACTOR SHALL LOCATE
<br /> TOP SECTION ® LONGITUDINAL WALL (N) TYP. WALL BLOCK \-PER GEOTECH REINFORCING TO MAINTAIN MIN. CLEARANCES AS SPECIFIED HEREIN. LOCATE P 10/18/22
<br /> BLOCKS. DETAIL IS SIMILAR REPORT REINFORCING TO AVOID CONFLICTS WITH OTHER CAST-IN ELEMENTS. DO NOT SHIFT
<br /> J FOR TRANSVERSE WALL ANCHORAGE SECTION 6 BARS MORE THAN J•z OF TYPICAL BAR SPACING U.N.O.
<br /> (N) TYP. FOUNDATION KEY BLOCKS W/CHANGE IN 6. ALL REINFORCING SHALL BE FULLY DEVELOPED BEYOND CHANGES IN MAT
<br /> " REINFORCING DIRECTION 7. PRIMARY #11 REINFORCING BARS IN THE FOUNDATION SHALL BE GR. 80. U.N.O., SHEET
<br /> CONNECTION FOR CONC. BLOCKS Oj SECONDARY REINFORCING, INCLUDING ANCHOR REINFORCING, STIRRUPS, AND DOWEL SF7
<br /> 0 BARS, SHALL BE GR. 60. 8 OF 23
<br />
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