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AT G.C. OPTION - 2 <br />MAY USE DETAIL <br />ARID CL PANEL, VERTICAL REINF <br />/ Amn rnKIT PTr <br />c 5" WHS <br />V/ MAX <br />ONS MIN <br />FILL OR UNDISTURBED <br />NATIVE MATERIAL PER <br />GEOTECHNICAL <br />ENGINEERING REPORT <br />1 f1 1 1-011 <br />GRID NOTE: <br />FOR CALLOUTSCL WALL AND CONT FTG AT FUTURE COLUMNS - FILL <br />CL COL AND FTG BLOCKOUT WITH 4" OF RIGID <br />IN COMMON PER PLAN INSULATION AND 2" OF <br />SEE(4 <br />CONCRETE TOPPING <br />F <br />HSS COL PER <br />GRID OR DIMENSIONPLAN <br />LINE BASE PLAT FUTURE <br />FIN GRADE - ELEV I COL CONDITION <br />VARIES - SEE <br />ARCH /CIVIL <br />GALVANIZE OR COAT <br />W/ ASPHALTIC <br />u �) EMULSION WHERE <br />AT FUTURE COL o�i� EXPOSED TO t <br />CONDITION <br />I I v <br />I l I <br />�I <br />18 x 18 CONIC <br />PLINTH AT FUTU <br />I COL CONDITIO <br />I I <br />V GROUT <br />I I UNDER COL <br />TOF ELEV <br />PERIP L_AN <br />a I �II� l l 1 1 <br />M Cr <br />cn to I I <br />a <br />I <br />�111M III <br />SEE PLAN FOR SIZE AND REINF <br />SECTION <br />1 11 d 1 1-011 <br />RID' — GRID LINE ALONG GRID-4 <br />ARID CL PANEL, VERTICAL <br />{ REINF AND CONT FTG <br />SEE PANEL ELEVATIONS <br />GRID OR DIMENSION ---,,FOR PANEL TO SLAB <br />LINE l REINFORCING <br />I <br />I <br />#4 SLAB DOWELS x 4'-6" AT <br />18" OC - CENTER ON JOINT <br />TILT -UP PANEL - I j 2" LAP 40 x BAR DIA <br />CLR POUR STRIP <br />GALVL4x4x%xV-0"AT <br />cr 5' 0" OC MAX W/ (2) %" DIA SEE PLAN FOR SIZE AND REINF <br />v EXPANSION ANCHORS W/ 2 6'° MIN <br />w < 5" EMBED AT 9" OC - (3) <br />w - ANGLES PER PANEL MIN - <br />cn C? q RIGID INSULATION <br />OMIT IF CONIC APRON <br />w INSTALLED PRIOR TO BACK e WHERE SHOWN ON <br />FILLING PANEL ARCH <br />> s <br />CONIC APRON SLAB COMPACTED STRUCTI <br />WHERE SHOWN ON PER GEOTECHNICAL <br />CIVIL / ARCH - THICKEN 2" ENGINEERING REPOR <br />TO TOP OF FTG <br />1" GROUT UNDER <br />W PANEL-TYP <br />t, <br />es <br />TOF ELEV t <br />PER PLAN <br />a (2) #S CONT BOT FOR WIDTH < 28" + I (3) #5 CONT BOT FOR WIDTH < 43" <br />ADD (2) ADDL #5 CONT <br />TOP AND BOTT BARS AT <br />SIM PER PLAN <br />1 11 1 1-011 <br />CL PLATE <br />AND COL <br />�12 <br />, 'YP <br />BRG PL 3/ x COL DEPTH — <br />PLUS 1" x AS REQ'D <br />W/ (4) 8 DIA EXPANSION <br />ANCHORS Wl8"EMBED -AT <br />FUTURE COL CONDITION USE <br />f4" DIA THREADED RODS <br />EPDXY W/ 8" EMBED <br />v <br />COMPACTED STRUCTURAL FILL OR <br />UNDISTURBED NATIVE MATERIAL <br />PER GEOTECHNICAL ENGINEERING <br />REPORT <br />NOTES. <br />1. G.C. MAY CONSTRUCT WALL <br />USING TILT -UP PANEL <br />CONSTRUCTION OR CAST IN <br />PLACE, <br />2. TILT -UP PANELS SHALL BE <br />MAXIMUM OF 25'-0" LENGTH WITH <br />8" JOINTS. <br />3. CONTRACTOR SHALL <br />COORDINATE JOINT LOCATIONS <br />BREAK AS REQUIRED AT — — -- — — — — — <br />TILT -UP PANEL LEGS <br />2'-0" x 2-011 x 0'-8" CONCRETE LEVELING PAD EA <br />END OF EACH PANEL FOR PANEL PLACEMENT <br />PRIOR TO FOOTING PLACEMENT - OMIT IF <br />WALL IS CAST IN PLACE <br />SECTION <br />— TOOLED JOINT ARID <br />R <br />-- I <br />a I <br />�O q <br />SLAB AND REINF <br />PER PLAN <br />EXTEND WALL UP <br />TO GUARDRAIL <br />HEIGHT WHERE <br />INDICATED ON <br />ARCH DRAWINGS <br />'/" CHAMFER, TYP <br />SEE ARCH FOR <br />'URB OR <br />-iANDRAIL <br />;EIGHT - 6" MIN 1 <br />}1-6" MAX <br />'ONC OR <br />ASPHALT PAVING <br />DER ARCH/CIVIL <br />?DOTING DOWELS AT <br />12" OC FOR RETAINED <br />-IEIGHT UP TO 4r-0rr <br />NCREASE SPACING TO <br />18" OC FOR RETAINED <br />-IEIGHT UP TO T-0" <br />2" DIA PVC WEEP HOLE <br />AT 6-0" O.C. <br />3) 95 CONT TOP AS <br />SHOWN <br />t5 AT 18" OC TRANSV <br />'ROVIDE V-0" WIDE LEG <br />�T EACH END OF EACH <br />TILT -UP PANEL FOR <br />'ANEL ERECTION AND <br />-EVELING PRIOR TO <br />::DOTING PLACEMENT <br />2'-8 3411 FOR RETAINED <br />HEIGHT UP TO 4'-0" <br />V-4 3/4" FOR RETAINED <br />HEIGHT UP TO 2'-0" <br />FOR CALLOUTS <br />IN COMMON <br />SEE <br />(D <br />SLOPE SLAB AT <br />DOORS <br />TILT -UP PANEL <br />#5 CONT BEYOND <br />NOSING BAR <br />SLAB AND REINF <br />FINISH GRADE PER PLAN <br />PER ARCH / <br />CIVIL 1'm0rr THICKEN SLAB <br />AT OPENINGS <br />/ � I <br />I I I' I I I I I III' I I I I+ 1 I I' I III III ill � <br />2'-0" <br />MAX�V �111ti <br />AT DOOR CONDITION I ---� <br />GREATER THAN 2"-0" <br />SEE I <br />TOF ELEV <br />PER PLAN - - - <br />20 <br />12 <br />® 14 FIT 18" OC <br />_j <br />`r' III —I I I III-1 1 I —I <br />3" <br />CLR <br />1 H = 1 f_011 111 1 1-011 <br />BRIG PL 8" x COL WIDTH — <br />PLUS 6" x COL DEPTH PLUS <br />6" W/ (4) 8" DIA EXP BOLTS <br />OR SIMPSON TITEN HD W/ 8" <br />EMBED ` BRIG PLATE MAY BE <br />ROTATED 45-DEG AT G.G. <br />OPTION <br />>z r <br />CL COL AND FTG <br />I <br />GRID <br />FOR CALLOUTS - <br />IN COMMON 'RID' <br />SEE I i� <br />GRID OR DIMENSION <br />LINE <br />I <br />GALVL3x3x 8 <br />W/ 8" D IA, 0' 6" <br />WHS AT 18" OC <br />FF ELEV <br />PER PL AN <br />� I <br />9 <br />I <br />Q <br />u <br />a 0 Uj #5 AT PANEL <br />'= OPENING <br />t a <br />z <br />0 3/°" CHAMFER <br />0 <br />0 CONC APRON SLAB <br />WHERE SHOWN ON <br />CIVIL / ARCH - THICKEN 2" <br />TO TOP OF FTG <br />r � <br />-:a <br />UTURE COLUMNS - F <br />'KOUT WITH 4" OF RI <br />II ATInN1 Amn 7" nr <br />HSS COL PER PLAN <br />BLOCKOUT SLAB AS REOD AT HSS <br />COL - GROUT SOLID AFTER <br />INSTALLATION <br />TOF ELEV rbk <br />PER PLAN <br />GRID <br />i <br />GRID LINE ALONG GRID-4 <br />SLAB AND REINF <br />PER PLAN <br />TILT UP PANEL <br />BEYOND <br />FIELD BEND TYP WALL <br />REINF AS SHOWN <br />2'-6" <br />-- DRAPE TYP <br />POUR STRIP <br />REINF AS <br />pOo 2'-0"REQ'D <br />RIGID INSULATION <br />WHERE SHOWN ON <br />ARCH <br />Q - <br />COMPACTED STRUCTURAL FILL <br />PER GEOTECHNICAL <br />Q <br />ENGINEERING REPORT <br />TILT -UP PANEL <br />TOF ELE`J <br />- <br />PER PLAN VU <br />CL FUTURE COL ABOVE <br />#4 �:]U-BARS AT 12" OC <br />PER <br />PLAN W/ (3) AT 3" OC AT TOP OF <br />PLINTH - EPDXY INTO <br />PANELS W14" EMBED <br />1' 6" <br />I <br />e <br />I CL FUTURE <br />I — COLABOVE <br />(8) #6 HOOKED FTG DOWELS <br />#4 HAIRPINS AT 12" OC W/ <br />(3) AT 3" OC AT TOP OF <br />PLINTH <br />#4 VERT <br />N <br />O <br />� y <br />�� <br />co <br />co <br />`y` N <br />tie <br />C) <br />�a <br />�, 00 <br />0 <br />W'0 <br />'0 <br />� N <br />� N <br />LU o� <br />r_n <br />M <br />In <br />s <br />rLn,a <br />U <br />o <br />Q) <br />v <br />Go <br />1 <br />3 <br />GO <br />ffi <br />U <br />CL <br />71 <br />M�oNtr ' <br />aw = o <br />�Q A <br />x zz� <br />� <br />o�oaoo <br />�'� <br />b9 <br />0�z«Qt= <br />� �� <br />�� �• <br />w o wo= <br />oaa <br />w yQx <br />o��oi�z ti <br />co I I <br />N <br />iv <br />441 <br />rv` = <br />CD <br />�- CD <br />Z m '[I <br />w <br />Ln <br />PLAN VIEW <br />TACOMA SEATTLE SPOKANE TRI-CITIES <br />119 al v-n 11 2215 North 30th Street, Suite 300 Tacoma, WA 98403 In <br />253,383,2422 TEL 253.383.2572 FAx www.ahblxom WEB <br />._ I <br />