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B.b B.c B.d B.e B.f B.g <br />■ <br />1 5 1 <br />9706 4th Avenue NE <br />Suite 300 <br />F--------- -- --------OF- ---�r-------OS --- ----- ------ter----OF--------- -- ------ <br />Seattle, WA 98115 <br />I <br />© © © © © F: 206.523.1012 <br />1 0 ©-- --� O www.dcgengr.com <br />1 r SR21 © SLAB REINFORCING SCHEDULE <br />I 1 <br />1 r-- --� M MATCHLINE <br />® MATCHLINE r SR21 L-- --J <br />2 TYP AT BLDG OD L-- __J <br />I <br />S8.1 CANTILEVER <br />I 1 © I I I <br />I I I 1 <br />TYP AT 3 Di <br />I <br />© DECKS S8.1 6 TYP <br />S8.1 C . S <br />O O JnN0 1 © cE wA syj�� <br />1 1��4�1 <br />o�� <br />I I I <br />�iZ <br />il,- <br />r SR1; 0 r SR1; 5 5 SIM <br />5 S8.1 © © S8.1 ��pG 37334 <br />58.1 1 © L-� --J L-- --J O 1 TURAL <br />I © © 12" PT SLAB --' SR21 ©1 / <br />I <br />O 5'-0"x5'-Q"-J 1 r , STAMP <br />LOW ROOF FRAMING DROP CAP, TYP OI 1-- --� CONST. JOINT <br />FRT TRUSSES AT 24" O.C. PER 7/S8 1 r SR21 <br />�� M PER 17/S9 <br />AND %2" FRT 1 <br />ROOF SHEATHING <br />W/ 10d AT 6 O.C. <br />1 (6)�6Tx12 -0 EQ JI EQ EQ ® 1 <br />PANEL EDGE NAILING i0 11 0 SPACED ACROSS 6 TYP 1 ® 3 TYP AT <br />1 12 PT SLAB DROP CAP 4 5Mx10 -0 <br />S81 © S81 # Di S8.1 DECKS <br />_ _ _ G <br />------- ------------ — 5'-0" x5'-0»- <br />r 1 DROP CAP, TYP I 1 N <br />© SR21 O <br />r 1 <br />15 F.ii 0Ln 0 <br />I <br />S11 L-- --J ©i 2'-6» 0 2'-6» <br />©I �o i <br />N <br />5%x12 24F-V8 GLB------------ ---- ---i J G 1 - - - - 1 - - - - - - - r SR4I - - - - 1 - - e.a <br />© 0 <br />11 SR3 L--' --� <br />1 I <br />I I I 1 <br />O TYP A T BLDG 2 S8.1 TYP <br />CANTILEVER S8.1 1 <br />I 1 <br />1 i1 <br />1 1 © O <br />© 1 ~ 14%" PT SLAB <br />1 <br />TYP A T 3 0 1 <br />DECKS S8.1 1 ©-- --� 0 12" PT SLAB <br />I I I I MATCHLINE <br />r l SR21 D MATCHLINE <br />1 <br />I I I I I <br />11 <br />M <br />r r SR21© L J t SR3 TYP A T 3 W <br />©i DECKS S8.1 F <br />L J w <br />I I 5 <br />I <br />I I S8.1 <br />a <br />w <br />I OI = <br />I <br />1 © 1 W 0 <br />O 1 U3 <br />'A LU <br />Ll z <br />S8.1 1 © © _ z <br />AA,, z <br />W o <br />LU <br />F ow <br />SR21 <br />_ _ _r -1 <br />- - - r-- --J - - - - - - - - O <br />my <br />1 4SR21 L-- --J 3? <br />1 1 >. `= z <br />Cl <br />--J 3 TYP AT <br />NOTES: �, �ca <br />OI S8.1 DECKS LAo 2 Q o = <br />o o- <br />OD 1. REFER TO DETAIL 1/S8.1 FOR SILL PLATE CONNECTION REQUIREMENTS. = N CIL <br />O s w <br />j i` co W Z fn a <br />2. REFER TO SHEETS S5N-S5S FOR SHEARWALL AND HOLDOWN REQUIREMENTS. 0 N v � ,; 00 W � <br />O 1 / � J J Cn Go � m <br />1 6 TYP I V w a ui s Q > <br />S8.1 3. REFER TO FLOOR FRAMING PLANS FOR BEARING WALL REQUIREMENTS. sL o Q ID � W <br />Q D ¢ w0o'> �0 <br />a 1 O © 1 4. REFER TO SHEET S13 FOR STAIR REQUIREMENTS. w z- o m w <br />1 POUR 1LU <br />U) o LL m a <br />I <br />H © r-- --� © 1 5. ELECTRICAL "HOME RUN" CONDUIT RUNS ARE NOT TO BE LOCATED WITHIN LL <br />�w IR21 THE SLAB. PROVIDE CONNECTIONS TO HANG SUPPORT OF THIS CONDUIT <br />r � <br />Z i© 1 0 ©� BELOW THE SLAB. <br />O L _J <br />U r-------------------- 6. SR# INDICATES STUDRAIL REINFORCING. <br />N TYP AT BLDG 2 1 0 REFER TO SHEET S8 FOR DETAILS AND SCHEDULE. <br />W CANTILEVER S8.1 <br />L -5'- 0 "x5'- 0" <br />w DROP CAP, TYP 1 <br />I <br />w PER 7/SB 1 <br />I <br />Z O OI <br />I 1 <br />CM 1 <br />I <br />11 POUR 2 <br />I <br />J POST SCHEDULE PROJECT#: 1827 <br />m © POUR 3 <br />DRAWN BY: TF/BV/JH <br />Z i i i i r SR21 I CHECKED BY: MS/EM <br />o r © MATCHLINE PS POUR SEQUENCE PLAN <br />U MATCHLINE r SR21-- --J LEVEL 2 <br />� 1 1 S3S SCALE 1/64" = 1'-0" CONCRETE <br />TE <br />1 O I I O 1 <br />Q L-- --J <br />L * INDICATES FRT POST <br />N LEVEL 2 CONCRETE PLAN KEY PLAN <br />U- <br />S3N <br />S3N NORTH SCALE 1/8" - 1'-0" NORTH <br />MARK <br />REINFORCING <br />REMARK <br />OA <br />�5B A T 24" 0. 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/ g0° HOOK (U.N.O.) <br />OC <br />�6Tx8'-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 />O <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 />O <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 />O <br />#5Bx15'-0" AT 48" 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 />O <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 />O <br />�5Bx16'-0" AT 12" O.C. <br />ADD'L REINF CENTERED IN SPAN <br />O <br />�5T AT 18" O.C. EA WAY <br />TYP RC SLAB MAT REINFORCING. MAT BARS TO BE <br />�5B 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 />O <br />�6Tx6'-0" AT 9" O.C. <br />EDGE REINF. W/ 90° HOOK (U.N.O.) <br />MARK <br />SIZE <br />OA <br />4x6 DF�2 <br />OB <br />6x6 DF�2 <br />OC <br />HSS 3%"SQ.x%" <br />Z <br />0 <br />.€ <br />aW <br />Zom� <br />a <br />o <br />� <br />o <br />ViwN <br />N <br />~ <br />O <br />Foo <br />�Z <br />c <br />0 <br />c. <br />d <br />c <br />m <br />c <br />a�i <br />