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TIES AT 12" OC <br />IN LIEU OF TYP <br />HORIZONTAL <br />REINF <br />GALV BENT 12 t <br />PLATE x 4'-0" LONG <br />WITH (3) %" DIA x 5" <br />WHS AT 18" OC <br />FOR CALLOUTS <br />IN COMMON 1/45 <br />SEE <br />�L2x2x4x0'-5" <br />-M l rl i ✓" Al rl A k 1 r-1 "r P­l, 1 1 A A. 1 r- S <br />NOTE. <br />IT SHALL BE ACCEPTABLE TO CANT <br />PANEL TIES TO ADJUST VERT BAR <br />LOCATION <br />VERT REINF EACH <br />FACE PER PANEL <br />ELEVATION <br />TIES PER PANEL— 1 8" CLR TO <br />ELEVATION VERTS AT <br />4" CHAMFER 1 f " CLR TO <br />AT EXTERIOR VERTS AT <br />AND OPENINGS AT REVEAL <br />OFFSET TIE -- <br />REINFORCEMENT <br />FROM REVEAL <br />REVEAL PER ARCH <br />4 " MAX DEPTH <br />BACKER ROD AND CAULKING <br />TYPICAL <br />TYP VERT REINF AT - <br />CL AT PANELS <br />WITHOUT OPENINGS <br />TYP <br />4" CLR TO - <br />TIES AT <br />INSIDE FACE <br />1 %" MIN- <br />CLR TO <br />HOOK HORIZ REINF <br />TIES <br />WHERE SHOWN ON <br />"JOINT <br />PANEL ELEVATIONS <br />OUTSIDE FACE <br />(2) #5 AT PANEL <br />EDGE WHERE <br />SHOWN ON ELEV <br />TYPICAL PANEL JOINT AN <br />REINFORCEMENT CLEARANCES <br />NOTE: <br />SEE PANEL ELEVATIONS AND <br />PANEL -TO -PANEL CLIP SCHDEULE <br />FOR NUMBER AND SPACING OF <br />PANEL TO PANEL CONNECTIONS <br />L2x2xY8x0'6" - <br />W/ #5 ASTM \ <br />A706 x 4'-6"�. <br />w <br />------------------- <br />REVEAL PER ARCH <br />TYP 3�" MAXDEPTH <br />4" CHAMFER <br />TYPICAL 3" JOINT <br />BACKER ROD <br />AND CAULKING <br />TYPICAL <br />1 if m 1-011 1 If � 3m 6@ � 91 � 1 1-019 <br />NOTE. <br />1. SEE PANEL ELEVATIONS AND <br />PANEL -TO -PANEL CLIP SCHEDULE FOR <br />NUMBER AND SPACING OF PANEL TO PANEL <br />CONNECTIONS <br />2. ONCE PANEL TO PANEL CONNECTIONS ARE <br />WELDED TILT BRACES ADJACENT TO <br />INTERSECTING PANEL CORNERS MAY BE <br />REMOVED <br />4" <br />N <br />(1) #5 x 4'-0" CENTERED <br />ON EA EMBED UNLESS <br />ENCLOSED BY TIES AT <br />WALL PIER <br />PL 8x4x0'-6" — — <br />W/ (2) %" DIA x 5" <br />WHS AT 4" GAGE <br />EXTERIOR <br />FACE <br />PL4x6x0'-6" 6 <br />W/#5ASTM <br />A706 x 4'-6" <br />rk� <br />2 <br />CLR <br />A 12 --------_--- <br />12 <br />INTERIOR FACE <br />PL4x24xT-6" <br />1 /4 <br />INTERIOR FACE <br />TYPICAL INSIDE CORNER CONNECTION <br />—J <br />LU <br />2-1 <br />J <br />(8) #9 VERT <br />11" CLR <br />4 <br />EMBED L PER <br />EA SIDE OF JNT <br />OUTSIDE <br />FACE <br />1 ttl <br />2 <br />CLR <br />---------- <br />-------------- <br />- -------- v, <br />INTERIOR <br />FACE <br />— CONN L <br />AND WELD <br />PER <br />TYPICAL OUTSIDE CORNER CONNECTION <br />SEE <br />FOR <br />CALLOUTS <br />IN COMMON <br />�n <br />12 <br />1/4 5 <br />L2x2x4x0'-5" <br />1' <br />--(2) #5 VERT WHERE <br />SHOWN ON ELEV <br />5116 5 ` TYP <br />TYPICAL PANEL TO PANEL CONNECTION <br />rnf .unfit nr )C <br />N <br />EMBED L6x6x4x3-11"Wl <br />(4) 4" DIA x 5" WHS AT 12" OC <br />AND (4) #5 ASTM A706 x 2'-8" <br />AT 6" OC <br />1/4 TYP <br />CONCRETE TILT -UP PANEL <br />AND REINFORCING PER <br />PLAN <br />a <br />TYPICAL PANEL <br />REINFORCING PER ELEV <br />PL4x5 zxU-10" <br />--� TYP <br />------------ - - - - -- - <br />v - <br />_ — " <br />END OF PANEL -- EMBED PL 4 x 18 X 1 6 N1 <br />(6) #5 ASTM A706 DOWELS <br />WITH STANDARD HOOK AT <br />12" OC EA WAY <br />CLN <br />O <br />co <br />W <br />4 l!i <br />co <br />doe <br />aN <br />QN <br />N O <br />10 <br />u10 <br />Uj <br />�m <br />N <br />N <br />C)� <br />r <br />1n <br />�� as <br />Ln <br />fuLL <br />U <br />j' <br />®� J <br />w ® co <br />a� <br />F: <br />CU <br />00 <br />X <br />d� 0 <br />U <br />o-' S <br />O H O <br />I ~ � N <br />o n¢ p <br />wo w� <br />H <br />SOHNS <br />�s 5 3 <br />z .¢w <br />a2 <br />a <br />� o <br />rn�zFrx <br />w^�T <br />moo <br />�SNF} <br />o =1- <br />oaao <br />CD <br />w <br />r <br />0 <br />Qj <br />C <br />a� <br />rt CONCRETE FOOTING PER n <br />3" PLAN AND DETAILS <br />CL OF EMBED - — #4 CLOSED TIES AT 10" OC <br />EMBED AT CENTER OF JOINT WITHIN 2'-6" OF CONNECTION <br />WHERE T CL , <br />SECTION <br />111 1 1-011 <br />t <br />M' <br />0 <br />h <br />TACOMA • SEATTLE ° SPOKANE - TRI-CITIES <br />6 <br />10 <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253,383,2422 TEL 253,383.2572 FAX www.ahbkom WEB <br />i <br />