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THRU 0 UT . .. # _ � # i . o ._., . . _ � _ SLAB WHERE � � � � � . : .. - c� i � �� � CONSULTING AND STRU T RA `cn I C U L OCCURS SEE ( 0 ENGINEERS SINCE 1919 PLAN ) 3 » » »' , _ #7B � , . _ #4Q8 _ 1200 Folsom S San Frana #4@1 = ��,03 4 2 �. �. :3 24 7 2 B 1 22 ' 4 7 4 (� I 0 10 THRU OU # T # # `I� el: - T 41 541-9477 Fa�c 415 543 5071 ( 51 ( ) 0 , » STR � I RUP w _ � _ � p 24 4 7 _ 3B 2 22 4 7 4 I 10 THRU OUT cn # SHEARWALL ABOV � E AT ONE END � ` � » ;� ' »` _ 2 # 4@9 2 0 � w . �-- STIRRUP N.M. JOB N0. 7083 Q _ * :* * * _ * c� * 4B 1 . 4 _ I :10 SEE REF. D � ETAIL � _ � � — — SECTION - THRU BE AM 4B 2 ELE VAT 10 N BEAM ; � _ * * * _ 4B 1 4B 2 * * * 0 4 I 15 SEE � REF. 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DETAIL BEAM , LEV L : 2 � : � NOTCHED OVER CORRIDOR E 04 � , _ � � - 1 » _ ' * � _ 3 * 2#7B 8 5B 2 3 8 , 17 4 I 6 56.01 HRU 0 F � . 12 T UT � � SEE REF. DETAIL � 2 � o _ _ :_ „ �_ � , ` oo ., _ _ _, :, - - - � cn �, � ao 1 00 — * _—� -_ __;. _ �_ —�� �__ _. �-- I -- -- � - --_ _ �__ `___ __�T_ _._ _ _ _ � ____ T_ ____r, , 3 8 _ 5B 3 3 8 � 17 4 I 29 S6.01 H � i 12 THRU � OUT w # � i # � . 2 � _ `: _ � . _ ` ; � , _ . : ,: _ . . .-�� , '. r .'.� :...�.. I ;.... .... ..� �..: ��..� . . �..�� .�. .��. .:.� . ..'. : I....... . . . . . . . ` . `.� . . `�ft � . � .. � , . . . .. . ��.� I .... . .'..Zi :.- — .��. ..... .. .. . . . 3 8 _ 5B 4 13 76 3 8 ' 4 I 7 56.01 1 H �, � � � 2 THRU OUT � _ w 1 _ _ ~ *` * 5 15 B 5 � ` 16 -S6.01 H SEE EF. : _2 � R DETAIL cn : _ - . ; 4# 7B REB ARS FROM 2#7B � � , , SEE PLAN , SEE PLAN m �, , _ _ ` - ; GONDITION * ** _ SECT. 9/ * * 19 : * 5B 6_ 3' 9 4 � I - » , ,FORSA 12 THRU 6 S6.01 F L B O UT FOR S SEE LAB REF. D AIL � � � < SEE REF. 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SEE SCHEDU ` LE � ` 05 22 07 PLAN CHECK RESUBMITTAL � � , „ BOTTOM BARS _ „ ` � 5C�12 EF. SIDE SEE S CHEDULE ,� 5�12 EF. ' SIDE BOTTOM B ARS F BARS OR BEAMS BARS' FOR BEAM SEE SCHEDU LE EPER THAN » ' WIDTH » WIDTH I ` DE 30 DEEPER THAN 30 i , SEE SCH ED. SEE SCHED: , ; TYPE III STIRRUPS TYP E IV S R U TIR PS � a �� . _ _ _ _ _ _ _ _ . _ '0.33L1 OR 0. 33L2 0.33L2 OR 0.3 3L3 WHICHEVER IS G REATER `WHICHEVER IS GR EATER 0.25L1 LAP SPLIC E � , : WHE E R D. Q � � � � � ' : _ w , � � w � ` �' ' � � � J TO � P CONT. A � ) � , TOP CON . A � ) � � — — - — = — — 0 TOP BARS .o = TOP BARS I_" w _ — _ w -� � _ �-- � rt -C SEE SCHEDU r _ -I LE � SEE SCHEDULE � c� a. c� � I � TOP ADDED B w r l tn w cn TOP ADDED C = o � ) � � 0 I I I ( I I I I \ / I SHEET TITLE ` I ( I I I I I I TOP ADDED C � � � ( � S I I I TIRRUPS � � C ) STIRRUPS � � I I I I I � w w , w � w ,BOT. ADDED E w SEE SCHEDULE ( I I` SEE` SCHEDULE � � � � BOT. ADDED E � � � � ; � ) � � � � _ � ) � � � � cn I I I I BOT. ADDED E 0 � � � ) - - - - �-- � -�- �-- - - - - — — _ NON P.T. CONC RETE BEAM BOTT OM BARS STD. HO OK , - BOTTOM BARS , „ SCHEDULE & 'D T �, : ,` `�� E AILS BOT. CONT. D BOT. CONT. D � „ 2 � ) 5�1 2 EF. SIDE 2 : 5C�?12 EF. S C ) B CONT. IDE OT. D SEE SCHEDULE „ „ � ) # � SEE SCHEDULE 6 STIRRUP SPACING 'BA 6 RS FOR BEAMS BARS ' FOR .' BEAMS „ WID TH „ WIDTH : P. SEE SCH EDULE FOR SIZE & SPACING MIDSPAN : DEEPER THAN 30 DEEPER TH AN 30 ` 4 � ) 11'P. PROJECT OZOZB S EE SCHED � � SPLICE SEE `SCHED. , WHERE RE D.1 Q / DATE e 0.125L1 _ 0.125 1 L `0.125L2 , 0.12 5L2 0.125L3 TYPE I STIRRUPS TYP E II STIRRUPS s c n�e AS NOTES CANTI LEVER SPAN L1 ` - SPAN L2 SPAN L3 WHERE 0 CCURS � ' ) 'SHEET EXTERIOR INTERIOR INTERIOR ` SUPPORT . SUPP T OR SUPPORT GONC R ET - _ E BEAM REINFORCI NG DET 26 AIL CONCR ET E B EA M D ETAI L 6 � � � : O NISHKIAN MENNINGER CONSULT IN G A EE S ND STRUC : NGIN R 2005 TURAL E . . >: _ �