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<br /> —CORNER BARS;rt.'MAY BE
<br /> ,----"------7SUBSTITUTED FOR ALL 90'
<br /> HOOKED BARS _ IN ALL AREAS WITH EXPOSED
<br /> -"—+ " __________."
<br /> SAW CUT JOINT-IN ALL AREAS WITF' CONCRETE FLOORS,EDGE SLAB WITH FLOOR REINF.SHALL NOT5 CONT
<br /> EXPOSED CONCRETE FLOORS, 1/8"MAX.RADIUS AND FILL JOINT WITH PASS THRU JOINT r----11111�
<br /> FlLL JOINT SEALANT—
<br /> WITH SEALANT- CONCRETE FLOOR SLAB RISE AND RUN PER
<br /> STD, 90'HOOK, aCONCRETE FLOOR SLAB dD 1" ARCH DWGS.
<br /> TYP. O.N.O. _ r- UNLESS OTHERWISE NOTED,VER?. / .� GREASE THIS HALF
<br /> SLAB REINF.AT ENGINEERING
<br /> / CORNER BARS SHALL BE SAME `� SLAB REINF.AT OF BAR CENTER OF SLAB OR TYP MAIN STREET,SUITE 106
<br /> SIZE TABULATED FOR MIN.WALL CENTER OF SLAB OR EDAIONDS,WASHINGTON 98020
<br /> [AT TOP AND BOTTMRHONE (425 778-8b00
<br /> REINF. FOR THICKER WALL. AT TOP AND F30TT+M , FAx (425;778-'5536
<br /> J y 4 o I-1 11-
<br /> • ' "A" - SPLICE LENGTH a 'o ' ,
<br /> MI
<br /> C:
<br /> SEE SCHED OR PLANS FOR REDID
<br /> °
<br /> (1)-#6 VERT. REINF.ALL BARS TO BE CONT.OR #4®12"O.C. `��/ •
<br /> SPLICED,SEE NOTE 8,SHEET 50.1
<br /> • • EA WAY h #4 NOSING BAR
<br /> ��+ ��
<br /> STD. 180'HOOK HORIZ. CORNER BARS OF SIZE PROVIDE 3/4"DIA.x 21-0"LG. ENCASE THIS HALF OF NOTES: It Q7
<br /> AND SPACING TO MATCH REINF - SMOOTH SLIP DOWEL BARS AT BAR RIGIDLY IN CONCRETE 1.IF CONC.SIDE WALL OR END WALT. CONC.SLAB
<br /> 7----(2)-#6 VERT. OF THINNER WALL 24"O.C.(TYP.,EXCEPT AS NOTED} IS PRESENT,PROVIDE DOWELS FROMON GRADE OR
<br /> CONC.WALL TO MATCH THE `1 . ASPHALT PAVING
<br /> --t---C'---..\..a ___1A a #4 0 12"O.C. TRANSVERSE REINF.
<br /> 0 scam CONTRACTION JOINT DETAIL is 3 TYPICAL CONSTRUCTION JOINT DETAIL #5 CONT '
<br /> FOR \///SCALE. NTS 2.
<br /> SPEC TOTES AND DETAILS NOT �
<br /> '`--PLACE VERT.REINF.OUTSIDE EXCEPT CALLED AT TOP OF
<br /> AS OTHERWISE SHOWN OR NOTED
<br /> / x BSMT.WALL REFER TO DETAIL 7/S-8.
<br /> ICAL CONCRETE WALL REINFORCEMENT DETAIL _ "'U GOv c4,or wkw.4
<br /> SCALE. NTS TYPICAL CONCRETE STAIR SECTION `'' , `6 t0 .
<br /> 4 �:
<br /> SCALE: NTS
<br /> CMU WALL REINFORCING
<br /> 1 ..-
<br /> MINIMUM �,i
<br /> TYPICAL CMU LI
<br /> (BEARING WALL AND NONBEARING WALL) NTEL REINFORgNGl�60
<br /> THICKNESS VERT.REINF. HORIZ.REINF. 1 - ANAL ,/
<br /> CLEAR SPAN OR MARK DEPTH HORIZ.REINF. STIRRUPS Tl�
<br /> 4" #4 0 48" (1)-#3 0 40"O.C. - +EXPIRES: /e/zoo f
<br /> GROUT SOLID 6" #4 0 32" (2)-#3 0 48"0.C. 4'-0"OR LESS 8" (2)-#4 BOT.
<br /> sl FOR DEPTH SHOWN 8" •
<br /> Illk,, " #5 0 32" .
<br /> (2)-#4 048"O.C. (1)-#5 TOP
<br /> XX STIRRUPS 12
<br /> , 7®32 (2)-#5 48"O.C. 4'-0"TO 6'-4" 16" (2)-#5 BOT.
<br /> (1)-#5 TOP �8"CMU(W/REINF.PER PLAN AND SCHED.)
<br /> WHERE NOTED 6'-4"TO 9'-0" 16" (2)-#6 DOT. _
<br /> (2)-#4TOP DOWELS TO MATCH VERT.
<br /> 9'-0"TO 12'-0" 24" 2)-#66 BOT.
<br /> "' ar
<br /> 12P-0" " 12" ` JOINT SEALANT,TYP.
<br /> TD 16-0 32 (2)-#4 TOP #3 0 \ .\
<br /> (2)-#6 BOT. FlLt.ER TYP.
<br /> 1�� 8"OR 16"LINTEL (2)-#5 TOP (2)-#5 CONT ., i :,/,BLOCKS(SEE SCH.) ID 72" 2)-#5 CTR. #3 0 12" S A(2)-#5 BOT. � L B ON GRADE PER PLAN
<br /> BLOCKOUT STEM WALL 10 MIL VAPOR
<br /> LINTEL SECTION ® 32" (2)-#5 TOP 3 0 12" x-.-•x--x�x---x---x—x— BARRIER,TYP.
<br /> AT DOORWAYS,FOR SLAB .(2)-#6 BOT. #" (2)-#5 TOP " #5 CONT.�`�' 0: . • x� �,� iL;t,+►,:n``.r...r -2"SAND, TYP.
<br /> DO LS F0: WALL AB+VE LINTELS(SEE SCHED. PROVIDE BOND BEAM WITH(2)-#4 CONT.BARS ® 48 (2)-#5 BOT. , #3 0 12 Q � °� °b °b °b °tip:� I_____4'CAPILLARY
<br /> FOR DEPTH AND REINF.) AT ROOF AND FLOOR LEVEL AND AT TOP OF 777\ --�/\\AN/xi:' WATER BREAK, TYP. I
<br /> PROVIDE(2)-#5 VERT.BAR PARAPET WALLS r //\ \/i�l `� /i\>,‘././ /
<br /> ®CORNERS,INTERSECTIONS, ./_,
<br /> � \
<br /> WALL.ENDS,AND AT EACH 1 z
<br /> SIDE OF CONTROL JOINTS DOWELS TO SLAB WHERE NOTED
<br /> NOTES: o \� \�
<br /> UNLESS NOTED OTHERWISE \/ • l o >m
<br /> 1 I II i I I I I -- 1. GROUT SOLID ALL CELLS CONTAINING REINFORCING IN LIFTS NOT EXCEEDING 4'-0". // p o�
<br /> 0T. _ I_T._iirI ___ I.___ r 2. WELDED WIRE STRIP(W.W.S.)JOINT REINFORCING TO HAVE 3/16"0 \\\ \\< #5®15"O.C. a o
<br /> •14$3"(9 GA.)CROSS WIRES AND BE TRUSS TYPE /fi 0 SIDE WIRES AND �/./�/� 0.w
<br /> \1r-- 1
<br /> I IF II if It �PRDVIDE W.W.S.REINF.FIRST JOINT ABOVE LINTELS (3)-#5 CONT. o ¢�
<br /> N I 1 r I (IF W.W.S.REINF,USED) a_
<br /> 3. PROVIDE ADDITIONAL HORIZ.BOND BEAMS WITH(2)-#4 BARS AT 12'-0"O.C.FOR ALL 8" f7 5/8"� $" #4®14"O.C.
<br /> -
<br /> ��. ..-L4__.....,..__,„_.—--I—] i WALLS OVER 12-0 HIGH. o,,
<br /> SECTION Q p�
<br /> -t !no2'_0° 12 GA DOVETAIL ANCHOR®16"O.C.TO CONC.OR 4. FILL ALL CELLS CONTAINING REINFORCING OR EMBEDDED ITEMS AND ALL CELLS BELOW 5 0
<br /> �� 1` LAP HORIZ.REINF.WITH CORNER BARS AT CMU GRADE WITH GROUT, PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CCIvTAINING 1�a 1,-D.
<br /> cr
<br /> • 1���� MIN. I 1 x
<br /> t WALL INTERSECTIONS
<br /> z �R' TYP. REINFORCING.
<br /> N m
<br /> •
<br /> _�a��12 111111111111111111•1 ' — I �L I ADD(2)-#5 VERT.BAR EACH SIDE OF OPENINGS 5. PROVIDE DOVETAIL ANCHOR SLOTS AT 16"O.C.INTO CONCRETE WHERE MASONRY ABUTS
<br /> o 1.----, -, 1#- UNLESS NOTES OTHERWISE Q OR FACES CONCRETE. PROVIDE ANCHORS INTO;MASONRY AT 16"O.C. DESIGN: FU
<br /> I I I I DIAMOND SHAPED BLOCKOUT. DRAWN: SK
<br /> a a + 6. UNLESS OTHERWISE NOTED,LAP ALL REINFORCING 40 BAR DIAMETERS MINIMUM.
<br /> �-o m z I I I I I I Imo-DOWELS TO MATCH VERT. REINF. GROUT SOLID AFTER SETTING CHECK: CCC
<br /> 7. ALL VERT.REINF.AT CMU SHEAR WALL ENDS SHALL BE A706 F -60,000COLUMN COL&BASE PL PER roe NO: 98072
<br /> w z ,:i-
<br /> c..) (EMBED STRAIGHT IN BEAMS AND WALLS-HOOK IN SLABS) (y-
<br /> o r L (2)-#4 PROVIDE WAS A 8"O.C. REFER TO SHEAR WALL SCHEDULE ON SHEET S-4 AND DETAIL 10 FOR CHORD
<br /> -1--1,--,...„----
<br /> REINF.AT WALL ENDS, 2"CLR.TO BASE PLATE PLAN&SCHEDULE
<br /> IF WIDTH IS LESS THAN 2�-0" r I
<br /> \.::::,,.
<br /> EDGE BLOCKOUT WITH 1/8"MAX.RADIUS
<br /> TYPICAL CMU WALL ELEVATION SLAB ON GRADE PER PLAN [(TYP.0 BLOCKOUTS)AND ALL JOINT
<br /> WITH SEALANT-SEE SPECIFICATIONS
<br /> NOTE: WALL SHALL BE OF RUNNING BOND PATTERN, ., .},
<br /> —x----x x--x x--x---x--'. :'; .•.;11.'.' x—x--x--x—x x---x—
<br /> EXCEPT AS OTHERWISE NOTED ...
<br /> ® TYPICAL CMU DETAILSirt ifo'le'' iirt\ _)?4•41;.• ',----,,,,, ir cr crcri' --1
<br /> SCALE NTS
<br /> TOP OF FOOTING II II B Q
<br /> ELEVATION PER I I I
<br /> I
<br /> PLAN&SCHED. II II1.1.1.46 J o ID
<br /> •
<br /> NOTE: HORIZONTAL BOND BEAMS AT • • • • •
<br /> 00 TOP OF ALL WALLS AND ROOF DIAPHRAGMS SEE PLAN& 0
<br /> SHALL BE CONTINUOUS THROUGH SCHED.FOR Z
<br /> I CONTROL JOINTS. FOOTING Q
<br /> //! /�J/�////�.�// ///�� ///�'/ DIMENSIONS& ,, `W'OR'B' .
<br /> _Oh..lil1 !Ie' •r �! r!� Q ADDITIONAL(2)-#5 VERTICAL BARS MIN.
<br /> i EV. • • i',t • ON EACH SIDE OF ALL CONTROL JOINTS REINFORCING
<br /> OR CHORD REINF. PER SHEARWALL SCHED. SECTION Z
<br /> 1"DEEP RAKED VERT.HEAD JOINT
<br /> SCALE
<br /> W/BACKER ROD AND CAULKING Q TERMINATE ALL REINFORCING 2"FROM
<br /> 0
<br /> '. �,-O. 0
<br /> CONTROL JOINT EXCEPT BOND BEAMS
<br /> EQUAL TO ONE HALF OF HEAD JOINT
<br /> AT TOP OF WALL AND ROOF DIAPHRAGMS ›- Z 0
<br /> AND LINTEL REINF.AT FUT.JRE KNOCKOUTS < Lv r
<br /> ON ELEVATION 1/S-10. ` I-
<br /> 8 TYPICAL CMU CONTROL JOINT ���� z z
<br /> SCALE 1
<br /> NTS
<br /> lis
<br /> �W = Z` 6"CM OWSLAB-ON-GRADE 1 REINF.PERINF W/ >-.Q Q 0
<br /> JAMB STEEL PER PER PLAN iir PLAN&SCHED. 1--•SHEARWALL SCHED. #3 TlE®8"O.C. #3 TIES®8"O C W Q
<br /> #5 VERT.,TYP. #6 VERT., TYP.
<br /> Inv�� �� 1.4 Lucr
<br /> ` .� ice. �� sir r o
<br /> co
<br /> 741 .r Err r r
<br /> . ilienr2luffliTk"f A
<br /> •
<br /> it a 1 a
<br /> rr/I .r14$w1`rr�+`.�/Ir.� N. ��{4�J riF -• ^ •:°' ° �°. a° co 0
<br /> ♦ `wJ�ri�l�rr/I.�� \L. i , _4 cr L..1 LL
<br /> UN ARY ELEMENT TYPE 1 (3)-#5 CONT.,\ �`� , 2
<br /> 9 BOUNDARY ELEMENT TYPE 2 BOUNDARY ELEMENT TYPE 3 SHEET: �.
<br /> 5"
<br /> NOTE: iS., ,7
<br /> BOUNDARY ELEMENTS FOR 12"CMU SIMILAR. SECTI?.N
<br /> 9 SCALE: _=1-0. �O 033
<br /> CD SEON 1,-D.
<br /> B 1
<br /> 6816 Evergreen Way OF: 1 3 SHEETS
<br /> 6 _ •.__ -- .... --..w._ ..._ - . t I
<br />
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