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3/4" CHAMFER, TYP <br />4 TIES (4) AT 2 1/2" OC & <br />6" OC ELSEWHERE <br />3/8 <br />1 1/2" +/ NON <br />SHRINK GROUT <br />3/4" CHAMFER <br />24"x24" CONC PILASTER <br />W/ (8) #8 DOWELS TO FTG <br />W/ STD 90' DEG HOOK <br />CONC FTG, FA <br />REF PLAN A <br />(9 <br />r' <br />e <br />LIJ <br />x <br />U_ <br />ROUGHENED JT TO <br />ry <br />1/4" AMPLITUDE & <br />APPLY BONDING <br />AGENT <br />(E) 5-1/2 _ <br />CONCRETE <br />SLAB SAW CUT <br />„x <br />AND REMOVE <br />BELOW WALL <br />(E) FOOTING -- <br />FTG DOWEL <br />SAWCUT (E) SLAB <br />AND ROUGHEN JOINT <br />12" CLR <br />RLL SIDES (E) 5 1/2, <br />CONC SLAB <br />#4 HOOPS (4) AT 2 1/2" OC <br />TOP & 6" OC ELSEWHERE <br />affi, m= m E, <br />2" TYP <br />BASE PL 1"x16"x16" W/ (8) 1" DIA <br />AB WI 14" EMBED. PROVIDE <br />3/8"x3"x3" PL WASHER & DBL NUT <br />AT BOTTOM OF AB (REF 121S5.02) <br />b <br />EXTERIOR <br />e.r GRADE <br />co <br />EO EO REF PLAN FOR <br />THICKNESS & REINF <br />WALL VERTICAL <br />REINFORCEMENT <br />REF PLAN <br />DEAR WALL TO EXISTING FOOTING <br />11R o 1,e�1, <br />D IBC ETE INFILL WALL OPENING <br />11i �. �f i®fjlP <br />WALL HORIZONTAL <br />REINFORCEMENT <br />REF PLAN <br />DOWELS TO MATCH SIZE AND <br />SPACING OF WALL VERTICAL <br />REINFORCEMENT AND SHALL <br />BE EPDXIED INTO (E) FTG W/ <br />HILTI HIT -RE 500 V3 EPDXY <br />(E) CONCRETE WALL <br />CONCRETE INFILL OF (E) <br />OPENING, MATCH (E) <br />WALL THICKNESS (f'c = <br />4,000 psi) <br />5 BARS AT 12" OC <br />VERT AND HORIZ <br />#5 x 30" LONG <br />EPDXIED 8" INTO (E) <br />CONC WALL AT 12" OC <br />AS SHOWN (CENTER <br />IN WALL, 1/2" MAX <br />OFFSET ALLOWED) <br />1 <br />2" MIN <br />6„ MAX 6„ <br />1 1/2" 1 i-0" <br />CONCRETE PANEL <br />ABOVE WHERE OCCURS <br />(E) CONC <br />SLAB A , <br />3x2'-0" AT 18" OC <br />EPDXIED 4" INTO <br />(E) CONC SLAB <br />#4xCONT <br />(E) CONC SLAB - <br />(E) CONC <br />TILT PANEL <br />SIDE PL 1 /4"x4-"x11 " <br />EA SIDE OF COL W/ <br />(2) 3/4" DIA BOLTS <br />Y <br />4„ <br />4xCONT ` <br />5" I <br />3 x 2'-0" REBAR AT 18" OC <br />EPDXIED 4" TO (E) SLAB <br />(N) 5 1/2" CONCRETE <br />SLAB WITH #3 AT 18" OC <br />EACH WAY v Of <br />3.. w. __. , c3 <br />#3 x 2'-0" REBAR AT 18" OC <br />EPDXIED 3-1/2" TO (E) <br />CONC TILT PANEL <br />(N) CONCRETE <br />SLAB, REF PLAN <br />i. . <br />1/4 \SHCiP WELD <br />EMBED PL 1/2"x12"x12" PROVIDE TOP LAYER <br />W/ (4) 5/8" DIA x 8" HWS OF REBAR W1 #3 AT <br />18" OC EA WAY <br />�1 <br />1 <br />t <br />REF PLAN AND <br />WALL SCHED FOR <br />y" <br />VERT REINF <br />#f1 <br />0 <br />�— CORNER <br />_ - - VERTICAL BAR <br />STD LAP <br />CORNER DOVE/EL TO <br />MATCH SIZE AND <br />SPACING OF HORIZ <br />REINF <br />CONCRETE WALL CONNECTION AT CORNER - 1 LAYER ®PLAN VIEW <br />lit m 1 1-011 <br />WALL BEYOND <br />(E) CONC SLAB <br />(E) CONK <br />WALL PANEL <br />CONT STEEL TRACK WITH <br />5/8" DIA AB AT 48" OC WITH 7" <br />EMBED. PROVIDE 3/16x3" SCE <br />PL WASHERS UNDER NUTS <br />EXTERIOR SLAB REF <br />ARCH AND CIVIL <br />8" CONC STEM WALL — <br />KEYED (OR <br />ROUGHENED) JOINT <br />E <br />U-/ry O' W C9 <br />0: U) U <br />�1 II <br />Rim <br />#4 DOWELS AT 16" OC <br />(ALT HOOKS) <br />REF PLAN FOR FOOTING <br />SIZE AND REINF <br />'S�EXTERIORF0(MN AT ENTRY WALL <br />I I I 55.02 T1 11-011 <br />3" CLR co <br />(N) CONC FTG REF PLAN <br />& FTG SCHED <br />'ONG FOOTING W/ MOOD COLUMN <br />1 R! 1 IofjP@ <br />�...m DOWELS, T <br />YP <br />IA 1�11-k _.,:._.26.�. <br />1 1/2" <br />1/4 <br />CONCRETE SECT�ON STEM WALL <br />f-nNIC SLAB <br />2 3/"` 4" 4" 4" 1 3/8" <br />m) CONC FOOTING STEM WALL <br />— HSS COL <br />JB <br />-- <br />PL TO MATCH (4) #5 <br />STEM WALL DOWELS <br />THICKNESS �12" <br />SECTION A -A <br />(N) CONCRETE <br />SLAB ON GRADE, <br />REF PLAN <br />#3 x 2' 0" LONG REBAR AT <br />18" OC EPDXIED 3=1/2" <br />INTO (E) WALL AT <br />DOORWAYS. PROVIDE <br />MIN 3 DOWELS AT EACH <br />DORRWAY <br />CFS STUD WALL, REF PLAN <br />(2) #4 CONT AT TOP <br />- #4 HORIZ AT 12" OC <br />EXTERIOR GRADE OR <br />j/ SLAB, REF ARCH AND CIVIL <br />0 <br />BASE PL 1 1/4"x16"x16" WITH (8) <br />1" DIA AB WITH 14" EMBED. <br />PROVIDE 3/8"x3"x3" PL WASHER <br />AND DBL NUT AT BOTTOM OF AD <br />2"/- NON SHRINK GROUT <br />LEVELING NUT AS <br />REQUIRED, TYP <br />HSS COLUMN TO FOOTING <br />1 If 1 #- ff <br />_2L <br />1 <br />RN <br />CL COLUMN <br />AND FOOTING <br />3„ <br />REF PLAN FOR FOOTING SIZE AND REINF CL <br />fU \— FOUNDATION DRAIN, <br />r REF GEOTECH <br />CLR A` <br />1 jk00D POS <br />3T TO INTERIOR FOOTING <br />Aj <br />FISS COLUMN, REF PL/ <br />EMBED PL 3/4" x RE( <br />W/ (4) 5/8" DIA x 8" H1 <br />#3 TIES (3) AT 2" <br />OC AT TOP <br />AND 6"OC <br />ELSEWHERE <br />EXTERIOR <br />GRADE OR SL, <br />REF ARCH AN[ <br />CIVIL <br />3 <br />3„ <br />FTG, REF PLAN FOR <br />SIZE AND REINF <br />HSS COLUMN AT ENTRY WALE, <br />111 = 11-011 <br />IPf 1!-011 <br />6" MIN THREADED <br />PROJECTION, TYP <br />EXTERIOR GRADE OR <br />SLAB, REF ARCH AND CIVIL <br />Otak <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />Am� <br />t <br />�_ <br />m 1, <br />�_ /x <br />I r1 <br />STAMP <br />LICH <br />ENGINEERS' <br />17700 SW Upper Boone Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. ( Denver, CO, <br />frcelich-engFE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />0 <br />< <br />q <br />0 <br />z <br />I� <br />W <br />ry- <br />e_n e <br />TITLE <br /># DATE DESCRI <br />A 4/17/2020 PLAN RED <br />PTION <br />VISIONS <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />0 2020 OTAK, INC. a <br />If this drawing is not 24" x 36", it has been <br />reducedlenlarged. Scale accordingly. <br />