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J_ <br />Q <br />W <br />0 <br />z <br />O <br />H <br />Q <br />0 <br />z <br />Z) <br />O <br />LL <br />ti <br />U) <br />m <br />C� <br />0 <br />J <br />m <br />W <br />z <br />O <br />Z) <br />O <br />LL <br />w <br />z <br />w <br />J_ <br />LL <br />TWO CURTAINS WHERE OCCURS <br />WALL REINF TWO CURTAINS WHERE OCCURS <br />WALL REINF <br />L° <br />A• <br />LOCATE PER 9/ S8 <br />,i' <br />PER ELEV LOCATE PER 9/S8 <br />° <br />PER ELEV <br />d <br />WALL <br />•.,4 <br />WALL <br />#5V DOWEL EA VERT. WALL BAR <br />.�. <br />OR EA FACE #5V DOWEL EA VERT. WALL BAR <br />.II ...'Illt.. <br />OR EA FACE <br />W/ 90' HOOK INTO FTG <br />f <br />°il . <br />30 W/ 90' HOOK INTO FTC <br />•II. <br />MATCH WALL REINF PER ELEV <br />ii <br />#4 jAT 24" O.C. MATCH WALL REINF PER ELEV <br />LAP PER SCHEDULE ON S1 <br />' L <br />°I� <br />r <br />�I <br />,II <br />g" LAP PER SCHEDULE ON S1 <br />A <br />R' <br />II° <br />II• <br />I <br />» <br />30 <br />EXTERIOR SLAB <br />4. <br />'Ili` <br />SLAB REINF PER PLAN SLAB EA SIDE <br />p . <br />• �; <br />#4 �AT 24" O.C. <br />WHERE OCCURS <br />`I. <br />A <br /><II <br />WHERE OCCURS <br />°'. <br />8" SLAB REINF PER PLAN <br />I <br />FLOOR <br />A A <br />" <br />0� <br />" <br />I•I <br />II <br />FLOOR <br />�II I ° a • ° <br />J. Ali. <br />/ a• \ \/ <br />:4 \ <br />PER PLAN gk <br />\'\ <br />°' <br />q O <br />d •° ' I I. i eo Lv <br />A°'.•°'-' � ° FTG BEYOND cr) <br />.. • a 6 <br />LLJ <br />CL <br />° 4 - <br />d ° e � <br />REINF PER SCHED. <br />FOUNDATION SECTION <br />TWO CURTAINS WHERE OCCURS <br />LOCATE PER 9/SS <br />WALL REINF <br />PER ELEV <br />WALL <br />OR EA FACE <br />SLAB EA SIDE <br />WHERE OCCURS <br /># <br />SCALE 3/4" = 1'-0" <br />STAIRS <br />BALANCE PER 1/S7 <br />FLOOR lk <br />PER PLAN <br />-_"'" -"r <br />c <br />—REINFORCING <br />OUNDA TION <br />SECTION <br />PER PLAN <br />1'-0" <br />SCALE 3/4" = <br />FOUNDATION SECTION <br />oll <br />"VERTS" <br />W/ 90' HOOK CENTER <br />CENTER IN WALL <br />4 MAX <br />LAB ON GRADE <br />'ER PLAN <br />SCALE 3/4" = 1'-0" <br />it CHAMFER, TYP <br />(2)# 4 S' APART AT TOP <br />AND "HORIZ" <br />#4 TRANS <br />° AT 24" O.C. <br />d <br />"FTG" <br />ALT HOOK DIRECTION EQ S EQ <br />» W„ <br />TYPICAL SI TE WALL DETAIL <br />• d " <br />C °. <br />A <br />EQ <br />ELEV. <br />EQ <br />PER PLAN <br />FTG BEYOND <br />REINF PER SCHED. <br />' J <br />FOUNDATION SECTION <br />2-HR WALL <br />2x6 FRT WALL- <br />W/ FRT SHTG AND <br />GALV. NAILING PER PLAN <br />EXTERIOR SLAB <br />WHERE OCCURS <br />SCALE 3/4" = 1'-0" <br />%" o A. BOLT <br />PER SCHEDULE <br />(48" O.C. MAX) <br />W/ WASHER PER S1.1 <br />EMBED 7" <br />2x6 FRT PLATE <br />BREAK FOR SLAB REINF PER PLAN <br />ABU POST BASE <br />WHERE OCCURS FLOOR <br />° <br />r r r r r r r .r r r .r- r r ►.�1�=I I I -III- I- I I- I -III. 1=/ <br />IIII�IIIIIIIII� <br />- - - - - - - - - - - - ►��1�1 1 Iy1 I I�Iy1 11�1 1 Iy1�� <br />,•� � : 1 � Y% 11 �I� 1 <br />1■ 1 1 <br />EX1 <br />WHE <br />FOUNDATION SECTION <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />B ON GRADE <br />PLAN <br />00� <br />SCALE 3/4" = 1'-0" <br />RETAINING WALL SCHEDULE <br />"H" <br />"S" <br />"VERT" <br />"HORIZ" <br />„W„ <br />IT <br />„FTG" <br />8'-0" <br />8" <br />#5 AT 9" O.C. <br />#4 AT 12" O.C. <br />4'-0" <br />12" <br />(6) #4 <br />6'-0» <br />8» <br />#4 AT 9" O.C. <br />#4 AT 12" O.C. <br />3'-0" <br />12" <br />(4) #4 <br />4'-0" <br />8" <br />#4 AT 12" O.C. <br />#4 AT 12" O.C. <br />2'-6" <br />12" <br />(3) #4 <br />SCALE 3/4" = 1'-0" <br />WALL BEYOND <br />#4H <br />EXTERIOR SLABS <br />r-- <br />II O <br />I � � <br />I \\ <br />L— — — — — — — — — <br />2'-6" <br />LA 1- 24" O.C. <br />SLAB REINF PER PLAN <br />FLOOR <br />F <br />PER PLAN <br />OL— — — — <br />~-- <br />FTG BEYOND <br />(3)#4B <br />RUN CONT. THRU WALL <br />AND COLUMN FTGS <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />%" SHEATHING AROUND POST <br />W/ 6" O.C. EN <br />(2)SHOT PINS <br />PER PLATE - - <br />F.O. POST ALIGNS— <br />W/ F.O. STUD BEYOND <br />GRATING PER ARCH REINF PER <br />T.O. CURB ELEV. ELEVATION <br />'qV <br />WALL REINF PER ELEVATION PER ARCH ,` FLOOR <br />W/ 90' HOOK INTO SLAB �° <br />2'-6» <br />d <br />4H #4 L 24» O.C. <br />EXTERIOR SLAB SLAB REINF PER PLAP 30" <br />WHERE OCCURS ° "d #4 1 AT 24" O.C.— <br />FLOOR W/ 12" LEG INTO WALL <br />° ° .°. °. AT FLOOR <br />OR #43'-0" AT 24" O.C. <br />DRILL AND EPDXY <br />a / EMBED 6" MIN <br />° <br />° A ° <br />° " --- PER PLAN #5T/B AT 12" O.C. <br />.• ° <br />I ' b <br />46 POST ABU46 POST BASE <br />W/ %"O A. BOLT ALL FRAMING MATERIAL <br />SEC. WITHIN COLUMN FURRING <br />TO BE FRT <br />SIDEWALK PER CIVIL <br />(4)#4V <br />d d d <br />° <br />TOF TO MA TCH <br />z d. •a BLDG BEYOND <br />� Q ° <br />CL <br />CL - - <br />PER ARCH � PER SCHEDULE <br />C) <br />PER PLAN <br />7� FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />SAW CUT JOINT PER S2 <br />PROVIDE JOINT SEALER <br />AT ALL SAW CUTS 1y2" SAW CUT SLAB REINF PER PLAN <br />CONTINUE AT SAW CUT <br />•°. .. A ° <br />A' ° <br />SAW CUT JOINT <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />BEYOND <br />• . G ° <br />° 4. <br />O <br />G <br />\\\\\\\\\\\ <br />p <br />w <br />A <br />• <br />,, /•////N <br />HOOK VERT BAR <br />`L <br />INTO SLAB <br />AT DOOR <br />CD PER PLAN <br />FTG BEYOND ° ° :. A ' ' , d ° : 2 CLR <br />ALT. HOOK EQ 8" EQ a A e a ,'T d , -:' A SUMP PIT <br />DIRECTION L--------- = (3)#4B a <br />1'-6" RUN CONT. THRU WALL b. .dAti '. °..' ° . WHERE OCCURS <br />a• .• a' <br />AND COLUMN FTGS d <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />CONTINUOUS FOOTING SCHEDULE <br />WIDTH <br />DEPTH <br />CONTINUOUS BARS <br />(U.N.O.) <br />TRANSVERSE BARS <br />(U.N.O.) <br />4'-0" <br />1'-6" <br />(6)#5B <br />N/A <br />6'-0" <br />1'-6" <br />(7)#5T <br />#5T/B AT 24" O.C. <br />(7)#6B <br />8'-0" <br />& <br />9'-0" <br />2-0 <br />(12)#5T <br />18" #5T/B AT 18" O.C. <br />(12)#68 <br />10'-0" <br />2'-0" <br />(11)#6T <br />#5T/B AT 18" O.C. <br />(11)#6B <br />1. WHERE NO PERPENDICULAR FOOTING IS PRESENT, <br />EXTEND FOOTING PAST END OF WALL A DISTANCE % THE WIDTH <br />OF THE FOOTING, U.N.O. <br />PDPW-150 <br />SHOT PINS <br />AT 16" O.C. <br />0 <br />n <br />#4H AT 32" O.C.,— <br />TOP AND OVER OPENINGS <br />0 400S150-33 <br />AT 24" O.C. <br />40OT125-33 <br />W/ #A EA SIDE <br />EA STUD <br />6" CMU WALL <br />GROUT ALL CELLS <br />#4V AT 32" O.C. <br />AND EA SIDE OPENINGS <br />DRILL AND EPDXY <br />8" INTO SLAB <br />r r r r r r r r r r <br />��I I I ICI i1 I I Il � I iI-I I iI i1 Ili <br />1�• I• Iy1 I• I• I. I® I• I• I I I I I�1 <br />1 <br />SCALE 3/4" = 1'-0" <br />ELEVA TOR FOOTING SECTION <br />S7 <br />SCALE 3/4" = 1'-0" <br />FORM VERTICAL <br />NOTE: CONDUITS TO BE PLACED SO <br />CHASES WITH <br />AS NOT TO CROSS OTHER CONDUITS <br />CURVED SHEET METAL <br />WHEN TURNED UP INTO STUD WALLS <br />PLAN <br />CONDUIT <br />PIPES TO CLEAR <br />SLEEVES BY 1" <br />ALL AROUND <br />:a. °.. - <br />° �° <br />�. �'::' '' :°' : ' '" ' `. <br />PIPE IN <br />TYP <br />n 1 <br />SLEEVE <br />PIPE <br />- . `\-4L' Tom_`:` a- <br />Q <br />NO PIPES ARE - <br />a <br />-----�-- <br />TO BE WITHIN <br />�� <br />" <br />- <br />O <br />4" OF REBAR <br />REINF - <br />-- <br />_____ <br />---- <br />---- <br />- <br />° <br />PER PLAN <br />1'-6" MIN <br />DROP FTG WHERE NO <br />EXCAVATION FOR <br />2'-0" MIN <br />PIPES ARE LESS PIPE TRENCH <br />PARALLEL <br />/cONC <br />THAN 2'-6" TO FTG <br />BELOW THIS LINE <br />FILL TO BE PLACED <br />FROM BOTTOM <br />BEFORE FTG IS POURED <br />OF FTG <br />MAKE SAME WIDTH AT FTG <br />AND FULL WIDTH OF PIPE TRENCH <br />SECTION <br />ELEVATION <br />10 PIPE—THRU—FTG <br />DETAIL <br />L <br />TYP <br />a <br />rC a <br />D EDGE a <br />ILL <br />)EWALK V <br />ON JOINT TYP F 10 RLIIVF <br />SLAB —ON —GRADE STAIR DETAIL <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />2x BRG WALL AT 16" O.C. <br />OR MTL STUD NON-BRG WALL <br />PER 20/S8.1 AT SIM. CONDITION <br />2x PT PLATE W/ <br />SHOT PIN AT 8" O.C. <br />FLO <br />A A ° <br />CD <br />o <br />COMPACTED 1 _3» MID -DEPTH FTG <br />FILL EPDXY EMBED 4" <br />THICKENED SLAB NOT REQ'D INTO STEM WALL <br />AT SIM CONDITION BEYOND <br />15 FOUNDATION SECTION <br />S7 SCALE 1/2" = 1'-0" <br />STEPPED FOOTING SECTION <br />SCALE 3/4" = 1'-0" <br />F <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 />�� C SC� <br />0� OF WAS&��Y <br />;�� :.. _, coy •�'� <br />%p �q <br />,P 37334 t„ <br />TQRAL <br />s/ <br />STAMP <br />Z <br />-� <br />a- <br />W <br />rn <br />`- E <br />�1 <br />Zo3 <br />m� <br />a <br />o <br />o <br />w <br />w <br />N <br />La <br />'8 <br />o <br />Foo <br />U)z <br />0 <br />c- <br />rn <br />d <br />c <br />0 <br />d <br />�i <br />W <br />a <br />W <br />o <br />M <br />z <br />o <br />W <br />� <br />W <br />N <br />o <br />vI <br />0 <br />� <br />*+ <br />W <br />0 <br />= <br />Z <br />W <br />A, <br />z <br />W <br />o <br />42Z <br />=W <br />E< <br />r¢ <br />F <br />IDr <br />QEqZ <br />Vo <br />oz <br />LL <br />Q <br />M <br />Cl <br />y <br />0) co <br />m <br />�LU fn <br />00 <br />W � <br />N <br />w® <br />r <br />Q <br />c o w <br />+= <br />z <br />a <br />w <br />a <br />0 <br />UJ N� <br />♦, <br />N <br />7cn <br />Ja, <br />we <br />w <br />V <br />w <br />a '6¢ <br />a5 OD <br />�W <br />Z <br />¢ <br />wUZ <br />�c- <br />w <br />Z o m <br />ww <br />LU <br />LL <br />U) <br />O Um <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />FOUNDATION <br />DETAILS <br />