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B.b B.c B.d B.e B.f B.g <br />■ <br />III (2) IIADD'L TENDONS III 9706 4th Avenue NE <br />IN BEAM Suite 300 <br />e., <br />6------------------------------------ 148 ---------- 10%2 ------------------------- Seattle, WA 98115 <br />I <br />l F: 206.523.11012 <br />I I I <br />o F-- --- www.dcgengr.com <br />TYP AT <br />co <br />r-- --� �� MATCHLINE/ DECKS <br />o o MATCHLINE o or L J 5% <br />W W —L J <br />I I I I <br />d CN L-- -- <br />TYP AT BLDG 6 <br />CANTILEVER <br />6 TYP AT- 5/ TYP AT BLDG JILM <br />DECKS <br />CANTILEVER ��`� v WASy/ <br />° yeti ?,T <br />I I (3)TENDONS AT 36" O.C. ; � �P 4�1 <br />co � <br />10% <br />I <br />10/ (54 TENDONS TOTAL) I�� � � 6 2% r-- --� 1% 2% 6 iP \ l <br />\r � DROP (2)TENDONS IN THIS BAND � oL 1 <br />INTO EA BEAM ALONG GL (U.N.O.) i� �i �, ��G 3733a ��� 41 <br />I� l �� cTURALENC'\ <v <br />CGS=14 FROM BTM OF BEAMQA, AA <br />Io FS 0 <br />TYP AT �� (18)TENDONS EQ SPACED oL J 1 o STAMP <br />DECKS F- �J FROM JOINT TO COLUMN 10/ <br />TYP AT co 5% o 2% �F 1% L-- --J 2% <br />DECKSI I <br />Qo cQo <br />I I I I <br />---------------------- n <br />(3)TENDONS AT 36 O.C. m <br />1 TENDONS TOTAL) IF -OYJ o <br />6 1 2 1 or i 2% oI 6 <br />L J I r7 r7 <br />I -- <br />__J I <br />6 II z <br />o <br />-------------- =J 1 � I w Q <br />TYP AT BLDG - - �- - - -�� - - -��Do <br />- - - - - l e.a <br />CANTILEVER (2 )TE6 m <br />6 o 1% `� LT � 3 ¢ <br />6 L_J <br />3 o J <br />DROP (2)TENDONS IN THIS BAND - Q <br />N <br />INTO EA BEAM ALONG GL (U.N.O.) <br />CGS=14" FROM BTM OF BEAM i� z o I.- I <br />co Qo O Z <br />II c) <br />I�LLJ I <br />r-- --� MATCHLINE <br />I I I I <br />or 4 d MATCHLINE <br />L J I I I <br />I I I <br />I^ I <br />ofill <br />�6i r1L� W <br />.-L J B.a 6 L- N <br />I I I <br />L-- --J I <br />I <br />Uj <br />j v7 ; � a <br />cn <br />Z <br />O <br />CN m o <br />N N <br />DROP (2)TENDONS IN THIS BAND <br />loI� <br />INTO EA BEAM ALONG GL (U.N.O.) <br />(3)TENDONS AT 36" 0.C. CGS=14" FROM BTM OF BEAM <br />LU <br />10% (136 TENDONS TOT L) 10% A= z <br />W o <br />6 2% 1% r 2% 6 d W <br />NOTES. �q <br />t Q 2 <br />mz <br />1. REFER TO SHEET S11 FOR POST -TENSIONED SLAB DETAIL REQUIREMENTS. 30 <br />O LL <br />L-- --J 2. TENDON CGS (INDICATED HEIGHT) IS MEASURED FROM TYPICAL BOTTOM OF SLAB. �+ � W co <br />INDICATED HEIGHT NOTED (B) IS MEASURED FROM BOTTOM OF BEAM AT LOCATION. IN y °��' Q F-z <br />L. m o 0 0 <br />o 3 (#) TENDONS INDICATES THE NUMBER OF BANDED TENDONS REQUIRED. = N CAD N Q <br />w LU <br />(2) A T 24 0. C. �' m w' z a <br />S 4. INDICATES THE NUMBER AND SPACING OF DISTRIBUTED 0 a �? o L� <br />TENDONS REQUIRED. ♦ , in rn 3 <br />V <br />I <br />L � LU <br />w jz Zz <br />Q W (j Z <br />uJ Z O y- <br />LL N O li O� m a <br />I I N I NI <br />5 \� <br />Q_ oL � �I <br />I I <br />I I I I <br />J <br />W <br />I I <br />I <br />I <br />J TYP AT BLDG <br />I <br />Z CANTILEVER <br />z 6 <br />CO <br />I <br />� II <br />I I <br />I <br />m I <br />I <br />CD <br />J i z I PROJECT #: 1827 <br />m Io <br />DRAWN BY: TF/BV/JH <br />o <br />I � I CHECKED BY: MS/EM <br />�� o� TYP AT <br />r I �1 MATCHLINE[DECKS <br />LU MATCHLINE o I or L J 5/ LEVEL 2 PT PLAN <br />L J <br />I I I <br />OL J <br />fill <br />LL <br />Lli <br />(`N� LEVEL 2 PT PLAN KEY PLAN <br />S3mlN <br />U_ <br />3J- I NORTH SCALE 1/8" = 1'-0" NORTH <br />Z <br />.€ <br />aW <br />W <br />� <br />rn <br />`- E <br />a <br />Z <br />o <br />mw <br />a_ <br />N <br />(/) <br />W <br />N <br />N <br />~ <br />o <br />F <br />p <br />o <br />2 <br />c <br />c. <br />w <br />d <br />m <br />C <br />