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J <br />ww <br />G a <br />G G <br />STD 99® HOOK <br />TYP LINO <br />SCALE: NTS <br />"A" <br />CORNER EARS X <br />MAY BE SUBSTITUTED FOR ALL <br />90' HOOKED MARS <br />G <br />° <br />I <br />al <br />IN ALL AREAS WITH EXPOSED <br />CONC FLOORS, EDGE SLAB <br />WITH 1/8" MAX RADIUS AND <br />CONC SLAB ON GRADE <br />FILL JOINT WITH SEALANT <br />PROVIDE 5/R"0 x 2'-0" <br />SLAB REINF AT CENTER OF SLAB <br />SMOOTH SLIP DOWEL BARS <br />OR AT TOP AND BOT, REINF <br />AT 12" OC, TYP UNO <br />SHALL NOT PASS THRU JOINT <br />� <br />� <br />zi <br />G <br />GREASE THIS <br />HALF OF BAR <br />TYPICAL CONSTRUCTION JOINT <br />SAWCUT JOINT - IN ALL AREAS WITH <br />EXPOSED CONC. FLOORS, FILL JOINT <br />WITH SEALANT, IN LIEU OF SAWCUT <br />JOINTS CONTRACTOR MAY USE 21P <br />CONC SLAB ON GRADE <br />STRIP PLACED WITH SLAB <br />SLAB REINF AT CENTER OF <br />SLAB OR AT TOP AND BOT <br />G G - <br />w <br />TYPICAL CONTRACTION JOINT <br />TYPICAL <br />N GRADE DETAILS <br />,h <br />TRENCH EXCAVATION <br />PARALLEL TO FTG <br />PIPE <br />SLEEVES TO CLEAR <br />PIPE 1" ALL SIDES <br />TOF <br />BOF <br />®� X <br />1 < <br />r InVA/rD WIV <br />SCALE: 1/2" = V-0" <br />TYPICAL CONCRETE STAIR SECTION <br />SCALE. 1" 0 1'-Q" <br />COL SIZE & REINF <br />PER PLAN & SCHED <br />DOWELS TO <br />MATCH VERT REINF <br />COMPRESSION LAP <br />SPLICE PER <br />STRUCT NOTES <br />ISOLATION JOINT <br />SLAB ON GRADE <br />PER DETAIL 6 <br />PER PLAN <br />X Q Q <br />X - X <br />a <br />0.0 Oo4 <br />q0 Oq <br />c6® ®� 9� <br />G a <br />®oO O o <br />p0 O� <br />O� �p )'0 <br />c/22,0 <br />o0 <br />G <br />uj <br />a <br />v <br />0-a <br />n <br />a <br />a <br />� <br />FTG SIZE AND REINF <br />PER PLAN OR SCHED <br />TYPICAL TSECTION <br />19 j SCALE: 3/4" m 1140" <br />SCALE: 1" = V-0" <br />11 <br />CONC WALL BEYOND <br />(2) ##4 TOP & BOTTOM <br />u <br />T/2 <br />u <br />AS TO MATCH <br />)OTING <br />I REINF <br />JRBED EARTH OR <br />rTED FILL PER <br />,JRAL NOTES <br />OV I4/ 20 <br />T ® FTG THICKNESS PER PLAN, <br />SCHED, AND DETAILS <br />-- - <br />SCALE: 1/2�1 � ry fmrylf <br />LLA <br />"A <br />0 <br />0 <br />z <br />I" <br />re <br />Ij <br />re <br />0 <br />Z <br />Z <br />Z <br />BOWELS TO MATCH VERT <br />G <br />° <br />CONC WALL W/ <br />® <br />u <br />u <br />REINF W/TENSION LAP PER <br />REINF PER PLAN <br />- <br />STRUCTURAL NOTES <br />cn <br />0 <br />0 <br />q <br />SLAB ON GRADE AND <br />u <br />1/2" EXPANSION <br />SUBGRADE PER <br />MATERIAL <br />FOUNDATION PLAN NOTES <br />0 <br />0 <br />G <br />XX <br />°x <br />n <br />l <br />m <br />® <br />� <br />�0 e ®00 ®O rs ®O <br />®O o qo <br />O� 0go Ob Op Ooi> O® p 000 <br />z <br />q�� <br />©0® q®® C�,� O� <br />p®® C�� O® <br />�O ®� ®q �O 0 ©O0 ®O 0aq 000 <br />° <br />DESIGN: <br />DTR <br />Lu <br />III; <br />DRAWN: <br />JIEG <br />�' <br />G <br />° G <br />I <br />CHECK: <br />JGG <br />° <br />JOB NO: <br />19399.10 <br />ALT HOOK AS SHOWN <br />DATE: <br />1 2/23/ 19 <br />SIDE �s REINF PER <br />EVERY OTHER DOWEL <br />® BAR <br />PLAN & SCHED <br />LL <br />SCALE; 1" m 1'-0" <br />NOTE: <br />RAISE STEM WALL AS RE'D AT <br />SILL PL AND AB DIA <br />PERIMETER AREAS WHERE <br />AND SPACING PER <br />NEEDED DUE TO CIVIL GRADES. <br />SHEAR WALL SCHED <br />-- - <br />(2) ;#5 CONT TOP <br />STUD WALL PER <br />PROVIDE BLOCK OUT <br />FRAMING PLAN NOTES <br />AT DOOR OPENINGS <br />SHEATHING AND NAILING <br />SLAB ON GRADE AND <br />PER PLAN AND SHEAR <br />SURGRADE PER <br />WALL SCHEDULE <br />FOUNDATION PLAN <br />#5 @ 15" OC EA WAY <br />PAVING OR FINISHED <br />CENTERED IN WALL <br />GRADE PER ARCH <br />DRAWINGS <br />7 <br />i <br />° J <br />®� <br />o00 0 ®q <br />011000 <br />�0 <br />« <br />0 000 <br />A <br />015P. 60 OR <br />® 0 <br />®00 000 <br />000 <br />o <br />a <br />o <br />iJ <br />o <br />�I <br />00 <br />® d0 0 0061 <br />o <br />FOOTING ,/ <br />8U <br />u <br />DRAIN / <br />ALT HOOK AS <br />SIZE & REINF <br />SHOWN <br />PER PLAN & SCHED <br />T9 L T LL T LL <br />_ <br />J SCALE: 1" = V-0" <br />LA <br />LA <br />Lu <br />Ld <br />00 <br />W <br />SHEET: <br />t <br />EYE tr 'g Y� <br />m �C ra4 <br />