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REINFORCING PLI E AND <br />DEVELOPMENT LENGTH 50HEDULE <br />PRO <br />VIDE DE <br />(FOR GRADE bO UNCOATED BARS NORMAL INEIGHT CONCRETE) <br />CORNER BARS TO STD. HOOK. AT CORNER BARS <br />TD CORNER BARS TD CORNER BARS TO <br />MATCH EXTERIOR END OF INSIDE <br />MATCH <br />C CROSS WALL MATCH HORIZ. REINF. MATCH CROSS WALL. <br />HORIZ. REINF. HORIZ. R NF. <br />HORIZ. REINF. HORIZ. REINF. <br />(ALTERNATEHOOK <br />I <br />{L <br />—7LIOd � <br />MINIMUM STRAIGHT DEVELOPMENT LENGTH I=DR BARS IN d <br />DIREGTIONj <br />t� <br />ADDITIONAL ADDITIONAL a <br />VERT. BARS 45 <br />TYP, CORNER VERT. BARS <br />BAR:.. Lb MAX, <br />CROSS WA LL R <br />G DSS WALL <br />f'c = 5000 P51 <br />f'c. - 4000 P51 <br />BAR <br />BAR <br />51ZE TOP BARS OTHER BARS <br />SIZE TOP BARS OTHER 5AR5 <br />#.. 3 <br />Ib <br /># 3 <br />1411 <br /># 4 <br />�2jQ111 � <br />."j Q,11 <br />1.(j19 <br />2211 <br /># 4 <br />*I�8 <br />2511 <br />lilt <br />56� <br />1 li <br />#{ <br />II <br />24j i <br />j#} /5 <br /># 6 <br />4511 <br />+�2' <br />3311 <br />f5 <br />T' b <br />+�311j <br />3,711 <br />28111 <br />rG <br /># 1 <br />" <br />62 <br />�1 <br />4S <br /># 1 <br />11 <br />i3 <br />424111 <br />654} <br />END BAR <br />u <br />J <br />1800 HOOK. - <br />1�L. STIRI�JP CAM STIRRUP LI,I TIC <br />E HOOK MAY BE 5K WED <br />... <br />TO MAINTAIN COVER <br />A d DIAMETER aF� R <br />r <br />famim <br />SEE 50HEDULE FOR(3SPLICES $ DEVELOPMENTMINIMUM AP SPLICE LENGTH FOR BARS IN TEN51ON { L <br />b <br />LENGTHS ELM VIFA <br />ra <br />l"; '' TYPI AL GURNM AW L BAR ARRAhtSDW ,AT CONORMTE WAUa.S OR F0011 i65 5GALE �' <br />r <br />GQ <br />4 <br />Ia! � <br />o , <br />12" <br />rI s, � n - <br />x I PREMO E <br />� LD D ,, <br />16 4 O.G. <br />d <br />CONT. MASTIC JOINT STRIP <} a, <br />b EMBED <br />JOINT MAY E - Y B SAW GUT <br />{ I <br />T CONTRACTOR 5 OPTION <br />i <br />c"T�t7t� i <br />{ <br />CONTROL <br />SECOND FOUR FIRST FOUR <br />iLAE3 THICKNESS <br />} "I REINFORCINGI�_ <br />KEYED JOINT <br />CONTINUE <br />FF THRU JOINT <br />+ <br />aaaw <br />j <br />tlasi <br />L.111 <br />..w <br />a all <br />1•����' <br />CONCRETE � <br />ii <br />I CHAMFER <br />SLAB -ON -GRADE <br />INHERE OCCURS <br />Vc <br />5000 P51 <br />flc = 4000 PSI <br />BR A <br />BAR <br />51ZE TOP BARS OTHER BAR5 <br />51ZE TOP BARS OTHER BARS <br /># 3 <br />2511 <br />2111 <br /># 5 <br />2411 <br />1511 <br /># 4 <br />31" <br />2511 <br /># 4 <br />.3211 <br />2511 <br /># 5 <br />46 <br />3611 <br /># 5 <br />40113111 <br />/ <br /># t <br />C1 <br />,a <br />��? <br />" <br />43 <br />5 <br /># � <br />a ,1 <br />48 <br />*51 m <br />31 <br /># 1 <br />81" <br />6211 <br /># 1 <br />10" <br />5411 <br /># & <br />`all <br />71t1 <br /># j <br />011 <br />b2ff <br />4 4� <br />r <br />x <br />MINIMUM EMBEDMENT LENGTHS <br />_I bd 12d U.D.N. III <br />„ i <br />i i o FOR STANDARD END HOOKS {L <br />dh <br />#S @ 12 O.G, VERT. L i v�,� U.S.N.' <br />AREAS. THE RATIO OF LONG TO I 1 � <br />ri <br />SHORT 510E DIMENSION SHALL 11O.C.IND <br />#4 @ 16 HORIZ. NOT EXCEED 1.5. NO ACUTE I " # _ <br />p D I I� FOR 3 D2 = 6d I=aR 3 TO S <br />ANGLES. MAXIMUM JOINT Ci - " <br />D1 - 2 FOR #4 D2 - Sd FOR #1 TO #I1 <br />SPACING SHALL NOT EXCEED 36 #4x30" EPDXY DOWEL b° � .. " <br />„ BACKFILL w,l — DI - �/� FOR #5 D2 - IC.�d FOR ;�14 #IS <br />TIMES THE SLAB -ON -GRADE - 5 EMBED: <br />p � FREE -DRAINING <br />THICKNE55. CONTRACTOR <br />� �� MATERIAL <br />SHALL SUBMIT JOINT LAYOUT 5 HOOKED @ Ib O.G. Ea. ED. <br />PLAN TO ARCHITECT <br />STiRRI.JFS I TIC <br />FOR APPROVAL.(5) 4 HORIZ. TOP <br />SLAB -ON -GLADE <br />6 MIN.. <br />PER PLAN, I T n <br />#� <br />(WHERE DGGUR5)�----- <br />• : <br />PLASTIC VAPOR A BARRIER AND <br />COMPACTED GRANULAR FILL -� <br />WHERE OCCURS)- <br />[L <br />C�OIV51Fil1G If.� .lCt ICI' <br />i <br />AL SLAB-ON—GRAVESLAD-ON-GRAVE JOINTS . rtaN tl 50ALE: NONE SCALE. NONE <br />Q TYI�"IG�4t. ROAR B�'S T't"F'IGAL. SPI..IGE SGt�I <br />o <br />CLR. <br />D 1.5H <br /># MIN. 3 -a MIN. <br />N WALL <br />cn —t <br />(2) #4 HORIZ. BOTTOM <br />. .. ."All <br />it li !1 U " N <br />BACKFI PER <br />. L L <br />. R FINI5 H <br />&EOTECHNIC EN GRADE <br />AL R <br />. G <br />. CONCRETE . .. WALL <br />PER PLAN <br />- NOTE: ff,, SLAB TRIG NE55 PER PLAN .,. <br />f <br />C3 2 <br />I <br />1 <br />:- FTC. <br />3AR5 TO <br />D = FTC. DEPTH <br />_ PER PLAN <br />FOOTING <br />)RCING <br />EXCAVATION AS <br />P 1 A5 O55 BLE. FACE <br />fir, - 3000 PSI <br />f'c, - 4000 P51 <br />BAR <br />,ALL <br />BAR <br />ALL <br />51ZE <br />BARS <br />51ZE <br />FARE <br />(511 11 <br />#444 <br /># 4 <br />111 <br /># 6 <br />1211 <br /># 6 <br />loll <br />#1 <br />1311 <br />#1 <br />12E1 <br /># V <br />1511 <br />#'5 <br />1 <br />151 <br />TRENCH <br />GJ <br />EXCAVATION, TYP. <br />MIN, <br />ODMPAGTr-0 FILL <br />'S7 FOOTING, SCHEDULE <br />MARK <br />51ZE <br />REINFORCINGREMARKS <br />BOT., U.a.N. <br />F4.a <br />4'-011x 4- I -b <br />0 x <br />� <br />5 4 T B E.W. <br />F5.C1 <br />5'-all x 5 -0 x I -b <br />/6 k #4 T$ B E.A. <br />l ! <br />x { 1-611 x 11-611 <br />(1) "4 T0 E.N. <br />BOTTOM OF EXCAVATION SHALL 2 PER GEOTEGHNIGAL <br />NOT EXTEND BELOW THIS LINE <br />-� ALLOWABLE SOIL BEARING PRE55URE 15 3.0 K517 <br />1 DENSITY MIN. <br />OF STEPS SHALL BE CAST <br />AGAINST UND 15 D EARTH. TURBE f Fff <br />IF EXCAVATION ERODE5r e Lb FOOTING AND <br />BAOKFILL WITH CONCRETE <br />RE TYP. REINFORCING <br />WHEN F T DOTING 15 CAST PER PLAN. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR <br />SEE SCHEDULE <br />E FORPROTECTINGTHE 51 E OF HE EX <br />CAVATIONA A TION FROM <br />SPLICES 4 CAVE-IN UNTIL ALL BACk=ILL 15 COMPLETED.REVIEWED <br />TM .E� <br />. <br />MIT <br />DEVELOPMENT LENGTHS <br />50ALE: k =1-d 5C E: 3/4 1-G 5G E: NONE I : <br />TYPIGAI aTEi Ff?TII�I6 �.. 1Yf'IGAL. TRENCH EX�GAVA1it�I+I PA TO Fx')DTl1+� �,. �,4D �" Hfi SCHEDULE �� ENE <br />G,4NTILER RET�ININ6 WIALI.. PARALLEL <br />I <br />s <br />i <br />z <br />� <br />Q <br />O <br />iv <br />Lu <br />0 <br />� <br />0 <br />LL <br />tent <br />u <br />6- <br />w <br />♦/ <br />to <br />❑ <br />m <br />r <br />m <br />I k- j <br />QUANTUM <br />c66s6 t7166 1116111f o ss <br />1511 THIRD AVENUE <br />SUITE 323 <br />SEATTLE, WA 98101 <br />TEL 7. 2os ss 3900 <br />FAX 206 957.390 1 <br />www.quarduffmcom <br />E <br />0 <br />q <br />m <br />c r CL m <br />w � U <br />N, <br />04zC'4N <br />O 021 <br />� � CV <br />c'Iw: <br />0 <br />0 <br />R <br />w <br />o <br />r <br />F- <br />? <br />w <br />w <br />�.. No <br />�¢ <br />z <br />a <br />(I> <br />v <br />W <br />r W <br />Q <br />U <br />z <br />¢ <br />— <br />¢N <br />-W <br />Qw <br />> <br />tV W <br />a <br />Q <br />Drawing: <br />S3.0 <br />Job Number. <br />19550.01 <br />