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5'-0"x5'-0" <br />DROP CAP, TYP <br />z <br />J <br />a <br />w <br />w <br />U <br />O <br />U <br />N <br />J <br />w <br />w <br />J <br />co <br />m <br />m <br />J <br />m <br />w <br />z <br />O <br />I <br />O <br />w <br />w <br />2 <br />z <br />w <br />J_ <br />U <br />I c <br />2'-6„ 0 2'-6„ <br />I <br />N I <br />r--4{—S—R4 <br />I I-L t 4 <br />° 1 POST SCHEDULE <br />r <br />SR3 L--'I --J I S8.1 <br />I I I <br />TYP AT BLDG 2 6 TYP <br />I <br />CANTILEVER S8.1 <br />I I I <br />I I 1 <br />H 14," PT SLAB <br />n <br />MARK <br />SIZE <br />OA <br />46 DF#2 <br />OB <br />6x6 DF#2 <br />O <br />HSS 3%"SQ.x%" <br />12 PT SLAB <br />MATCHLINE <br />MATCHLINE * INDICATES FRT POST <br />I I I 1 <br />SR3 TYP AT 3 S8. <br />r DECKS S8.1 <br />0 ©I TYP AT BLDG 2 y r, <br />14 © 1 CANTILEVER 1.1 <br />TYP A T 3 S8.1 S8.1 © y II <br />DECKS S8.1 <br />SR3 ---------------- --- ------ ---------------- <br />O 1 O II <br />1 L---------------------------------------- --J 11 <br />I <br />15 Q0 © © 0 © 11 l <br />S8.1 13 SIM S8.1 <br />® S81 I <br />O O O II <br />© ELF © l <br />II © i © i © iSRI <br />F F/ I i <br />r Fa-J <br />i SR1j © r 1, H I r� I �-- ----- ---- <br />® t----------- ---- --� 1 <br />O <br />CANTILEVERED L-� --J © Sg 1 5'-0"x5'-0" L J <br />© �D PORTION OF , 11�P 6 DROP CAP, TYP <br />12" PT SLAB <br />II I I <br />U 13 <br />�S 6 TYP 12" PT SLAB S8.1 0 <br />S8.1 <br />I II <br />I <br />10 � <br />S8.1 I <br />I <br />I <br />I <br />11 <br />0 <br />® 1 <br />ll © <br />I <br />I <br />I <br />I <br />I <br />D <br />® <br />©I <br />--- ---------- <br />--------- ------- <br />- --- <br />- <br />I <br />O <br />I <br />I <br />TYP AT BLDGI 2 <br />TYP <br />CANTILEVER S8.1 <br />TYP AT 3 <br />DECKS S8.1 <br />B.a <br />B.b <br />B.c <br />B.d <br />POUR SEQUENCE PLAN <br />SCALE 1/64" = 1'-0" <br />SEE S3.2 FOR <br />FRAMING AND <br />SECTIONS <br />LEVEL 2 CONCRETE PLAN <br />IV SOUTH <br />NOTES: <br />SCALE 1/8" = 1'-0" <br />1. REFER TO DETAIL 1/S8.1 FOR SILL PLATE CONNECTION REQUIREMENTS. <br />2. REFER TO SHEETS S5N-S5S FOR SHEARWALL AND HOLDOWN REQUIREMENTS. <br />3. REFER TO FLOOR FRAMING PLANS FOR BEARING WALL REQUIREMENTS. <br />4. REFER TO SHEET S13 FOR STAIR REQUIREMENTS. <br />5. ELECTRICAL "HOME RUN" CONDUIT RUNS ARE NOT TO BE LOCATED WITHIN <br />THE SLAB. PROVIDE CONNECTIONS TO HANG SUPPORT OF THIS CONDUIT <br />BELOW THE SLAB. <br />6. SR# INDICATES STUDRAIL REINFORCING. <br />REFER TO SHEET S8 FOR DETAILS AND SCHEDULE. <br />S8.1 PER 7/S8 <br />LAP INTO <br />SLAB PER S1 <br />�© <br />0 <br />I I x <br />I 1 <br />I I <br />I 1 <br />LAP INTO-1Y <br />© SLAB PER S1 x <br />I 1 x <br />C61 <br />61 ©I x <br />6 TYP <br />SR 1 m I I X <br />1 1 x <br />I I x <br />I I <br />I 1 <br />1 2 <br />I I S8. <br />I 1 <br />I 1 <br />I 1 <br />I I l <br />I 1 <br />© ; I <br />BL2-B.8 I I <br />------------------------ <br />r--------------------- / <br />I � I <br />\ I I II I <br />i' <br />/ <br />x / <br />/ <br />/ <br />/ <br />/0 <br />. � o <br />k , O <br />x <br />0 <br />0 o <br />0 <br />iJ <br />\�J <br />CONCRETE BEAM <br />UPSET AY THIS <br />LOCATION <br />SEE S3.2 FOR <br />FRAMING AND <br />SECTIONS <br />O <br />0 <br />s.n <br />/ <br />/ <br />/ <br />/ <br />/ <br />� O <br />/ o <br />KEY PLAN <br />SOUTH <br />SEE S3.2 FOR <br />FRAMING AND <br />SECTIONS <br />SLAB REINFORCING SCHEDULE <br />MARK <br />REINFORCING <br />REMARK <br />OA <br />#56 AT 24" O.C. EA WAY <br />TYP BOTTOM MAT REINF. <br />PLACE LOWEST BAR PERP. TO DRIVE ISLE <br />OB <br />#6Tx6'-0" AT 24" O.C. <br />TYP EDGE REINF. <br />W/ 90° HOOK (U.N.O.) <br />OC <br />#6TxB'-0" AT 24" O.C. <br />TYP EDGE REINF. AT CANTILEVER <br />PORTIONS OF SLAB <br />TYP EDGE REINF AT CANTILEVER DECK SLABS <br />0 <br />#6Tx12'-0" <br />W/ 90° HOOK OR <br />AT 24" O.C. <br />CENTERED ON WALL WHEN SHOWED PERP. TO <br />INTERIOR WALL <br />OE <br />(4)#6T <br />TYP TOP OF WALL REINF. PARALLEL TO WALL <br />EXTEND 6'-0" EACH DIRECTION AT END OF WALL <br />OF <br />(6)#6T <br />TYP TOP OF WALL REINF. PARALLEL TO WALL <br />EXTEND 6'-0" EACH DIRECTION AT END OF WALL <br />OG <br />(8)#6T <br />TYP TOP OF WALL REINF. PARALLEL TO WALL <br />EXTEND 8'-0" EACH DIRECTION AT END OF WALL <br />OH <br />(12)#6T <br />TYP TOP OF WALL REINF. PARALLEL TO WALL <br />EXTEND 8'-0" EACH DIRECTION AT END OF WALL <br />0 <br />(6)#6Tx6'-6" <br />TOP OF COLUMN REINF. <br />W/ 90° HOOK AT EDGE <br />OK <br />(12)#6Tx6'-6" <br />TOP OF COLUMN REINF. <br />W/ 90° HOOK AT SLAB EDGE <br />0 <br />(8)#6Tx16'-0" <br />TOP OF COLUMN REINF. <br />CENTERED ON COLUMN <br />OM <br />(8)#6Tx20'-0" <br />TOP OF COLUMN REINF. <br />CENTERED ON COLUMN <br />ON <br />(10)#6Tx20'-0" <br />TOP OF COLUMN REINF. <br />CENTERED ON COLUMN <br />OP <br />#5Bx15'-0" AT 4B" O.C. <br />ADD'L REINF CENTERED IN SPAN <br />0 <br />#5Bx15'-0" AT 24" O.C. <br />ADD'L REINF CENTERED IN SPAN <br />OR <br />#5T/Bx6'-0" AT 24" O.C. <br />CONSTRUCTION JOINT REINF CENTERED ON <br />CONSTRUCTION JOINT <br />OS <br />BEAM REINFORCING <br />SEE ELEVATIONS ON S6-S6.2 FOR BEAM <br />REINFORCING AND SIZES <br />OT <br />(12)#6Tx20'-0" <br />TOP OF COLUMN REINF CENTERED ON COLUMN <br />OU <br />#5Bx16'-0" AT 12" O.C. <br />ADD'L REINF CENTERED IN SPAN <br />0 <br />#5T AT 18" O.C. EA WAY <br />TYP RC SLAB MAT REINFORCING. MAT BARS TO BE <br />#58 AT 12" O.C. EA WAY <br />PLACED TO MATCH THAT OF THE PT SLAB. <br />OW <br />#6Tx6'-0" AT 18" O.C. <br />EDGE REINF. W/ 90' HOOK (U.N.O.) <br />OX <br />#6Tx6'-0" AT 9" O.C. <br />EDGE REINF. W/ 90' HOOK (U.N.O.) <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />SC� <br />6F WASy/ <br />G,0 <br />,P 4 4�1 <br />37334 t„ <br />�011- TURAL <br />S/ <br />STAMP <br />Z <br />0 <br />.€ <br />aW <br />W <br />m <br />`- E <br />a <br />V <br />w <br />>> <br />z <br />o <br />mw <br />a <br />o <br />� <br />o <br />vi <br />w <br />N <br />~ <br />O <br />F <br />o <br />0 <br />U <br />z <br />c <br />0 <br />w <br />d <br />0 <br />m <br />c <br />m <br />m <br />LU <br />w <br />0 <br />w <br />w <br />� <br />M <br />W <br />z <br />o <br />w <br />N <br />� <br />a: <br />o <br />'A <br />vI <br />� <br />w <br />0 <br />= <br />Z <br />w <br />A, <br />z <br />W <br />0 <br />�z <br />�w <br />w E <br />t <br />r¢ <br />IDr <br />dL5 <br />eZ <br />3- <br />oz <br />oz <br />LL <br />Q <br />M <br />o <br />y <br />w� <br />m <br />�� <br />o <br />oz <br />0 0 <br />nL <br />w <br />W � <br />N <br />W® <br />Q <br />c0 w <br />+= <br />Z <br />w <br />a <br />0 <br />UJ NCD <br />Uj <br />♦ , <br />N <br />� <br />CD <br />J J di <br />we <br />v <br />W <br />� <br />EL <br />a � ¢ <br />m12 � <br />�w <br />z <br />¢ <br />wUZ <br />0� <br />W <br />Z o (1) <br />y w <br />LL <br />U) <br />O LL m <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />LEVEL 2 <br />CONCRETE <br />PLAN <br />S3S <br />