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r r r r r r r r <br />(E) CONC WALL <br />L3x3x3/o W/ 1/4" STIFFENER <br />PL AT 2'-0" OC <br />1/4I <br />(E) CONC TILT PANEL <br />FIN WALL <br />1/4 <br />3/3" CAP PL <br />3/16 <br />( PL 1/4"x2 1/2"x2 1/2" W/ <br />1/2" DIA BOLT EA FIN <br />3/16 V <br />PL 3/4"x3"x4" AT EA POST <br />H S S 3 1 /2"x3 1 /2"x3IB" AT <br />4'-0" OC AND WITHIN 2'-0" <br />Phi SAP F`1 �° <br />2"x11 P` W/ (2) <br />GAUGE) <br />\LL <br />#4 TIES (4) AT 2 1/2" OC AT <br />TOP AND 6" ELSEWHERE <br />FTG DOWEL <br />1/2" CLR <br />ALL SIDES <br />#4 HOOPS (4) AT 2 1/2" CC AT <br />- - TOIL AND 6" OC ELSEWHERE <br />SECTION <br />(E) CONC TILT -UP <br />WALL <br />(E) GL COL, <br />WHERE OCCURS <br />(E) CONC SLAB <br />(E) CONC PILASTER <br />(E) PAD FOOTING <br />FAA <br />PROVIDE 90 DEG <br />STD HOOKS INTO <br />(N) FOOTING AT <br />SIM COND, TYP <br />EL COL TO FOUNDATION <br />lit o if <br />—011 1 1/2" 1 1/2" �-1-0"/ 91 0 tQfy <br />CLR � � CLR <br />EL VERT WALL REINF <br />FOOTING Wl STD 90 <br />HOOKS <br />3RETE WALL AND REINF, REF <br />I (SINGLE LAYER AT CENTER <br />OF WALL AT SIM CONDITION) <br />_:D(OR #4x3'0"AT18"OC <br />.;HENED) JOINT EPDXIED 5" INTO (E) SLAB <br />(E) CONC SLAB <br />-� --;2-i- <br />. <br />2 " <br />(N) <br />`— CONS FTG AND <br />1 1/2 REBAR REF PLAN <br />MAX <br />1 <br />FTG WIDTH REF PLAN AND SCHEDULE <br />(E) COL <br />(E) 5 1/2" CONC SLAB DEMO TRIANGULAR #4 x 3'-0" AT 12" OC <br />PORTION OF (E) FTG AS EPDXIED 5" INTO (E) SLAB <br />r— #4 x T-D" AT 16" OC REQ'D FOR VERT FACE <br />EPDXIED 5" INTO (E) SLAB q <br />ill 1 A P, <br />1-1/2 <br />MAX <br />1 <br />(N) CONC FTG AND <br />REBAR REF PLAN <br />(N) FTG BEYOND <br />1 PP � 1 S�fjPP <br />«M K 41,)" i"nKit" CA nL <br />:PTH 16" <br />u5 1/2" <br />5 1 /2" <br />0 0 <br />2,,,/ <br />BASE PATE <br />(N) HSS COLUMN, <br />REF PLANS <br />BASE PL 1 1/4x16x16 W/ (6) 1" DIA AB <br />W/ 16" EMBED PROVIDE 3/6x3x3 PL <br />WASHER AND DB1 NUT AT BOT OF AB <br />(N) CONC SLAB, <br />REF PLAN <br />s (ram <br />ALIGN <br />REF PLAN I <br />FTG VERT <br />1/2" CLR <br />ALL SIDES <br />#4 HOOPS (4) AT 2 1/2" OC AT <br />- TOP AND 6" OC ELSEWHERE <br />SECTION <br />EXTERIOR SLAB, <br />REF ARCH AND CIVIL <br />(8) #6 VERTS - <br />PROVIDE 90 DEG <br />STD HOOD AT BOT <br />FA <br />BASE PL 3/4xl4x14 W/ (4) -- <br />3/4" DIA AB W/ 12" EMBED <br />LOCATE ANCHORS 1 1/2" <br />OFF CORNERS <br />LEVELING NUT <br />AS REND, TYP <br />STEEL 0OL TO FOUNDATION <br />1/2" n 1'-01" <br />#4 AT 16" OC VERT EPDXIED <br />6" INTO (E) FOOTING (SINGLE <br />LAYER AT SIM CONDITION AT <br />CENTER LINE OF WALL) <br />(N) V-6" FTG TO MATCH (E) FTG <br />(NOT REQUIRED AT SIM <br />CONDITION) <br />FURL OUT WALL <br />1/2" z�: iv —Off <br />(N) HSS COLUMN, <br />REF PLANS <br />TOP OF SLAB AND <br />TURNDOWN EDGE <br />_ 1/4 <br />CON'T FTG, REF PLANS <br />- RUN FTG REINF THRU <br />POLE FOOTING <br />POLE FTG, REF PLANS <br />FOR SIZE <br />1 1/2" ICON -SHRINK GROUT <br />COLD JOINT ROUGHEN <br />SURFACE TO 1/4" AMPLITUDE <br />PRIOR TO SECOND POUR <br />16 GA BENT 4"x15" xW-4" AT 4'4' <br />OC AND WITHIN 2'-0" OF WALL <br />ENDS W/ 3/8" GALV THREADED <br />ROD EPDXIED 3" INTO (E) CONC <br />W/ SIMPSON SET-XP <br />(2) #10 SCREWS <br />40OS162-43 STUDS AT 16" OC <br />5/3" DIA AB AT 4'-0" OC AND <br />WITHIN 12" OF WALL ENDS <br />400T162-43 W/#6 SCREW EA <br />FLANGE EA STUD (TYP) TOP <br />AND BOT OF WALL <br />EXT FINISHED GRADE <br />(N) CONC S T EMWALL <br />— #4 AT 12" OC H OR IZ EA FACE <br />(SINGLE LAYER AT SIM CONDITION) <br />(2) #4 TOP AND BOT <br />#4 AT 14" OC TOP AND BOT <br />EPDXIED 6" INTO (E) FTG <br />(E) CONC TILT -UP WALL <br />L z <br />w LL 0 <br />OO <br />LL <br />00 <br />r <br />o_ <br />1 1/2" TYP LISS COLUMN, REF PLAN <br />114 <br />SECTION <br />LISS COLUMN, REF PLAN <br />BLOCK OUT <br />CONS SLAB <br />Al� <br />P <br />(E) CONC SLAB <br />EXTERIOR GRADE <br />^v " <br />� 2 <br />- <br />j2" <br />-�1- NON -SHRINK <br />GROUT <br />1 <br />(_- <br />ROUGHEN SURFACE 55.02 <br />y <br />3," CLR <br />v <br />EPDXY ANCHOR BOLTS <br />(E) FOOTING, REF PLAN <br />2'-0" WIDE FOOTING <br />6" MIN INTO (E) FOOTING <br />95 AT 12" OC EPDXIED EXTENSION TO MATCH <br />6" INTO (E) FTG <br />(E) FTG DEPTH. REF <br />BASE PL 3/4"x6"x0' 10" <br />PLAN FOR LENGTH <br />W/ (4) 5/3" DIA ANCHOR <br />BOLTS AS SHOWN <br />�ECCENTRIGCOLUMN FOOTINGS AT (E) CONCRETE WALL FOOTINGS <br />eF PP /P P®PP — <br />CONTRACTOR'S OPTION. <br />SUBSTITUTE CAST -IN BOLT WITH ONE OF THE <br />FOLLOWING: <br />1. 5/6" DIA x 6" EMBED CONCRETE SCREW <br />ANCHOR <br />2. 5/6" DIA x 6" EMBED EPDXY ADHESIVE <br />EMBEDDED THREADED ROD <br />3. 5/6" DIA x 6" EMBED ACRYLIC ADHESIVE <br />EMBEDDED THREADED ROD <br />4. 5/6" DIA x 6" EMBED EXPANSION ANCHOR <br />c� <br />w <br />U <br />00 <br />_jz <br />< <br />WALL SHEATHING, REF <br />PLAN AND SHEAR <br />WALL SCHEID <br />j <br />I <br />I <br />WALL PANEL EDGE ATTACHMENT, <br />REF SHEAR WALL SCHED <br />I <br />I <br />CONCRETE SLAB ON GRADE, <br />REF PLAN FOR SIZE AND REINF <br />>� <br />M <br />W <br />n <br />CL <br />w 1� <br />CFS STUD WALL, <br />REF PLAN <br />PROVIDE PLATE WASHER <br />AT SHEAF WALLS, REF <br />DETAIL A*TD130201 <br />CONT SILL TRACK WITH ANCHOR <br />BOLT SIZE AND SPACING, REF <br />PLAN AND SHEAR VVALL SCHED <br />p z <br />...rf,.,..... <br />_jw <br />U <br />w <br />L 1 - <br />U <br />REF FLAN FOR 3" CLR <br />FOOTING SIZE & REINF <br />INTERIOR IO BEARING WALL TO THICKENED SLAB <br />#5 BARS AT 12" OC <br />VERT AND HORN <br />F <br />CONCRETE INFILL <br />OF (E) OPENING <br />(fc; = 4,000 psi) <br />#5 x 30" LONG EPDXIED 6" <br />INTO (E) CONC WALL AT 12" <br />OC (CENTER IN INFILL WALL), <br />TYP AT ALL EDGES <br />(E) CONC WALL <br />� N BETE WALL OPENING INFILL - RELIEF CONDITION <br />1 PP :—!-- 1 1-011 <br />R 1 <br />Otak Architects, Inc. <br />306 SW Third Avenue, Ste 600 <br />Portland, OR 97204 <br />503.287.6025 <br />volmw.otak.corn <br />I` u _ <br />o <br />o <br />o <br />o <br />a <br />FROELICH <br />E N G t N E E R S "s <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. Denver, CO, <br />troelich-engineers.com I FE# 19- T 172 <br />CONSULTANT <br />0 <br />0 <br />C) <br />CNI <br />C) <br />00 <br />z < <br />I� <br />co <br />W <br />TITLE <br /># DALE DESCRII <br />A 4/17/2020 PLAN RE\ <br />'TION <br />ISIONS <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 />