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PROVIDE
<br /> CORNER BARS TO STD.HOOK AT CORNER BARS TO CORNER BARS TO CORNER BARS TO
<br /> MATCH EXTERIOR END OF INSIDE MATCH GROSS WALL MATCH HORIZ.REINF. MATCH CR055 WALL
<br /> HORIZ.REINF. HORIZ.REINF. HORIZ.REINF. HORIZ.REINF. REINFORCING SPLICE AND
<br /> (ALTERNATE HOOK DEVELOPMENT LENGTH SCHEDULE
<br /> - .-t— . . ... DIRECTION) 10d
<br /> Iv
<br /> r .
<br /> , . . , ..• .t
<br /> . , • ____- Not). (FOR GRADE 60,UNCOATED BARS,NORMAL WEIGHT CONCRETE)
<br /> • N. All a 0 -8
<br /> ._
<br /> ADDITIONAL ADDITIONAL
<br /> VERT.BARS TYP.CORNER VERT.BARS • • 45° 0 MINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN TENSION F5 &
<br /> BAR: LbLi_ W
<br /> 3000 PSI f'c = 4000 PSI
<br /> -31- BAR BAR
<br /> f // ' ___:_±:___\ • —t--\
<br /> 111 SIZE TOP BARS OTHER BARS SIZE TOP BARS OTHER BARS 01
<br /> I i
<br /> I . CROSS WALL
<br /> . CROSS WALL #5 21" 16" #3 15" 14"
<br /> *4 28" 22" *4 25" 11" CO
<br /> END BAR _=9 —\ HOOK. *5 36" 21" *5 31" 24" 0 0
<br /> 27HOOK MAY BE SKEWED 150°
<br /> SPANDREL STIRRUP BEAM STIRRUP COLUMN TIE #6 43" 55" #6 31" 28"
<br /> * TO MAINTAIN COVER #1 62" 45" #1 54" 42"
<br /> d . DIAMETER OF BAR #8 II" 55" #8 62" 41"
<br /> #1 50" 62" *1 10" 54"
<br /> POLftE CURTAIN SINGLE CURTAIN
<br /> WAS 'ett,
<br /> NOTE: # 10 V' 10" # 10 15" 60" S '',1# ./.
<br /> '1111:416, 'A
<br /> SEE SCHEDULE FOR 02° #II 100" 71" #I I Er" 61" -/ it,, v)
<br /> 007 7 '
<br /> SPLICES 4 DEVELOPMENT - *-
<br /> LENGTHS PLAN VIEW
<br /> ..... 11 • NOTE:
<br /> "TOP BARS"ARE HORIZONTAL BARS w/MORE THAN 12"DEPTH OF CONCRETE /
<br /> t
<br /> cvgis
<br /> TYPICAL CORNER AND MU.END BAR ARRANGEt.ENT AT CONCRETE WALLS OR FOOTINGS SCALE:NONE 2
<br /> D I.5H
<br /> )' / /
<br /> x 11/2"PREMOLDED ADD(2)#5 MIN. 3,-0"MIN. Ira: f'c = 4000 PSI
<br /> CO ..
<br /> CONT.MASTIC JOINT STRIP. DIAG. IN WALL SEE SCHEDULE III) BAR BAR
<br /> (JOINT MAY BE 5Altsi-CUT FOR SPLICES 4 SIZE TOP BARS OTHER BARS SIZE TOP BARS OTHER BARS t L%' cl;
<br /> -4,
<br /> AT CONTRACTOR'S OPTION) - . -- DEVELOPMENT
<br /> *3 28" 21" *3 24" IS" eN 2-'•0
<br /> LENGTHS
<br /> *4 31" 28" *4 32" 25"
<br /> -1... 0
<br /> flo d
<br /> „ ./c)
<br /> .4/
<br /> 411OP ::
<br /> o --
<br /> ,Z5 -
<br /> OTC HAA5NT t v t2E3 1 EfN,Lci BAR..L i 1 Al30THEM.ASDIAMETERS,P51 FS IBCLEARLTAHE:CONCRETESPLVALUESIoEESNH COVERGATLHFBOE RISI NBCNARORETSAGSI NRE EDABTGREATER RTENSION5 oTTHAN N THE
<br /> DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING 15 NOT GREATER
<br /> 2 zs , 08
<br /> c).
<br /> #5 46” 36" *5 40" 31"
<br /> °°, q PROVIDE CONTROL OR CONCRETE WALL 0
<br /> 0. op...0. CONSTRUCTION JOINTS TO \ 1 4. PER PLAN #6 56" 43" #6 48" 51"
<br /> IIIENIE E E F. #1 SI" 62" #1 10" 54"
<br /> mc = BREAK UP SLAB-ON-GRADE 0 1Sd l,12c1U.O.N.1, #5 13" 11" #8 80" 62"
<br /> CONTROL JOINT INTO SOUARE OR RECTANGULAR • - x
<br /> -'
<br /> AREAS.THE RATIO OF LONG TO \ 1 IIII11 b- U.O.N. #1 104" 50" #cfi c40" 10"
<br /> SECOND POUR FIRST POUR E1 ,
<br /> . SHORT SIDE DIMENSION SHALL .C.Pt # 10 118" 110" # 10 102" 18"
<br /> _ .
<br /> SLAB THICKNESS KEYED JOINT NOT EXCEED 1.5.NO ACUTE \
<br /> - _ -- D .• FTG.DEPTH DI . 11/2"FOR#3 D2 . 6c1 FOR#3 TO#8 # II 151" 100" #II 113" 81"
<br /> 111111H1
<br /> ::,_ P•4_ 11.
<br /> AND REINFORCING ANGLES.MAXIMUM JOINT — BARS TO A? <do'" PER PLAN DI ..- 2" FOR#4 D2 = 8d FOR#1 TO#I1 KrZ:
<br /> PER PLAN(TYP.) CONTINUE REINF. SPACING SHALL NOT EXCEED 36 MATCH FOOTING • • - -
<br /> .1 DI = 21/2"FOR#5 "TOP BARS" IN BEAMS ARE HORIZONTAL BARS IN/MORE THAN 12"DEPTH OF CONCRETE
<br /> THRU JOINT TIMES THE SLAB-ON-GRADE REINFORCING
<br /> lIce. = CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE
<br /> THICKNESS. CONTRACTOR • DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING 15 NOT GREATER
<br /> SHALL SUBMIT JOINT LAYOUT LINE OF EXCAVATION A5 \ HOOK5 4 BENDS STD.BAR NOOKS 4 BENDS THAN 2 BAR DIAMETERS,THEN VALUES SHALL BE INCREASED BY 5096.
<br /> =11.1=11M1111= PLAN TO ARCHITECT STEEP A5 POSSIBLE.FACE , 0 FOR STIRRUPS 4 TIES
<br /> FOR APPROVAL.
<br /> iir 9, OF STEPS SHALL BE CAST • •
<br /> MINIMUM EMBEDMENT LENGTHS
<br /> F EXCAVATION ERODES, Lb
<br /> AGAINST UNDISTURBED EARTH. 111EglIEHIL
<br /> 'NN
<br /> ...-: • °•*°`' IFOOTING AND 6 MIN. 4110 FOR STANDARD END HOOKS (Ldh)
<br /> !halm a -Iiii . ra.
<br /> BACKFILL INTH CONCRETE -7,-
<br /> I
<br /> = = TYP. REINFORCING Pc = 3000 PSI Pc = 4000 PSI
<br /> WHEN FOOTING 15 CAST PER PLAN 5---,---I 5
<br /> Lb PER PLASTIC VAPOR BARRIER AND
<br /> SCHEDULE COMPACTED GRANULAR FILL BAR ALL BAR ALL
<br /> (WHERE OCCURS) SIZE BARS SIZE BARS
<br /> BAR OFFSET 0
<br /> CONSTRUCTION JOINT #3 6" #3 6"
<br /> *4 5" *4 1"
<br /> TYPICAL SLAI3-0N-6RADE JOINTS SCALE:NONE 5 TYPICAL STEPPED FOOTING SCALE:NONE 6 TYPICAL REBAR BENDS SCALE:NONE 1 #5 10" #5 5"
<br /> *5 12" *5 10"
<br /> *1 13" *1 12"
<br /> ( A *5 IS" *8 13"
<br /> *1 11" *41 15" QUANTUM LTIlliNI
<br /> N E ER
<br /> CONCRETE WALL DO NOT PASS PIPES #I0 11" # 10 II"
<br /> _ I, % MASONRY NALL PER PLAN THRU THIS AREA / 101-0"MIN.MIN.
<br /> / # I 22" # II 11"
<br /> CONCRETE WALL FINISH GRADE 1511 THIRD AVENUE
<br /> -if- i BACKFILL PER
<br /> =I1 =1111 TRENCH I.
<br /> IF SIDE COVER 15 NOT EQUAL TO OR GREATER THAN 21/2"AND/OR SUITE 323
<br /> SEATTLE,WA 98101
<br /> PIPE SLEEVE PER MIN.1/2"SPACE TEL 206.957.3900
<br /> GEOTECHNICAL ENGR. ,.., END COVER FOR HOOKS 15 NOT EQUAL TO OR GREATER THAN 2",
<br /> NOTES MAX.34"SPACE Y cz. PIPE SLEEVES AS FAX 206.957.3901
<br /> (PACK WITH MORTAR P d fRE0117 PER 1/53.0 THEN VALUES SHALL BE INCREASED BY 45%. www.quantumce.com
<br /> 0 Min I- ..--t LI
<br /> EXCAVATION,TYP.
<br /> ___(
<br /> , t BOT.OF
<br /> TYPICAL
<br /> FOOTING FTG.
<br /> -..,
<br /> -- 2
<br /> --- I I COMPACTED FILL
<br /> PER GEOTECHNICAL CD MINIMUM STRAIGHT DEVELOPMENT 0 MINIMUM LAP SPLICE LENGTHS
<br /> LENGTH FOR BARS IN COMPRESSION
<br /> Pc . 3000 PSI Pc . 4000 PSI (I-dc) Pc
<br /> =F300Ror;RS IN COMPRESSION (1...bc,) <
<br /> PIPE OR CONDUIT / Zot = . \ --
<br /> - ENGR.MO% 0
<br /> 11-6" 4000 PSI L: cy co
<br /> (12"0 MAX) \ \ DENSITY MIN) ,f2 ).- go, ......,
<br /> -
<br /> 0 73 ). I / / MIN. '\.-_ -7
<br /> I .E.. a . ,-
<br /> , BAR ALL BAR ALL BAR ALL ',5 L__ >,.0 Etni
<br /> a I 4 \
<br /> \--
<br /> POINT MORTAR OR = \ SIZE BARS SIZE BARS SIZE BARS < CD LLI
<br /> BOTTOM OF EXCAVATION SHALL 2 \ 0
<br /> PROVIDE CAULKING
<br /> - ri THICKENED ca. r-I z NOT EXTEND EXTEND BELOW THIS LINE \ 0 .---. z -± ky
<br /> A PER ARCH. _, 6"MIN. FOOTING \ #3 8" #3 5" #3 12"
<br /> ... z,-, 0 / I m a'o Z I'
<br /> #4 II" #4 el" #4 15" <
<br /> P.
<br /> 21-0"MIN. #5 I4'' #5 12" #5 11"
<br /> , / / a' _J cc o
<br /> ; #6 16" #6 14" #6 23" 02Q
<br /> #1 141" #1 17" #1 26" t.ii 1-1-1
<br /> ' I. fLEVATION SECTION A ct. 0 CO 6"DIA.SLEEVES AND SMALLER: SCHEDULE 40 STEEL PIPE #8 22" #8 11" #8 30"
<br /> z
<br /> -,, OR SCHEDULE 60 PVC PIPE. NOTE: 4*1 25" #1 21" #1 34" < Et c:S) Li 'j
<br /> 2. 8"DIA.SLEEVE AND LARGER: '4"THICK STEEL PIPE(MIN.). tga: CONTRACTOR SHALL BE RESPONSIBLE FOR # 10 25" # 10 24'' # 10 35" o
<br /> 3. STEEL PIPE SHALL BE HOT DIP GALVANIZED. PIPES MUST RUN PROTECTING THE SIDES OF THE EXCAVATION FROM # II 31" # II 21" # II 42'' Drawing:
<br /> PERPENDICULAR THROUGH CAVE-IN UNTIL ALL BACKFILL IS COMPLETED.
<br /> 4. SLEEVE MAY BE OMITTED IF HOLE 15 CORE DRILLED.CORE
<br /> DRILLING 15 SUBJECT TO ENGINEER'S APPROVAL. NALL(NOT SKEWED)
<br /> 6816 Evergreen Way- B1206-014 S3.0
<br /> ,
<br /> LI TYPICAL SLEEVE INSTALLATION THFOJ WALL SCALE:NONE CI TYPICAL PIPE INSTALLATION pezpeciat.AR TO FOOTING SCALE:NONE I 0 TYPICAL"TRENCH EXCAVATION PARALLEL TO FOOTING SCALE:NONE I I TYPICAL smicz SCHEDULE SCALE:NONE I 2 Job Number:
<br /> 12104.01
<br />
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