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<br /> �o � � � O.C.,AND CROSS BARS @ 4"O.C.GRATING SHALL BE CAPABLE OF
<br /> � � O � L � ' #7 10"O.C.,T. m ( � ��o �� DN I � _ SUPPORTING A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A
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<br /> ( � I � � 17 ( � --'" � � I � 9 (- i EL.99'-0" 5. BF-INDICATES SPECIAL CONCENTRICALLY BRACED FRAME.SEE
<br /> SR3 S I C � ( ❑ o � (TYP 4 PLACES) SHEETS S502-5&S502-5a FOR DETAILS.
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<br /> � �-' o � c.i cS� co � o * �' _--- m 6@ 10"O.C., I a ❑ #6 @ 10 O.C.,
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<br /> ' BARS.PLACE ADD'L BARS 10"O.C.
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<br /> I I I � � I c� - I SR2 c5 I c?�� � � °° � L - - - - � -
<br /> � FUTURE SLAB PENETRATION,SEE DETAIL GS502-12
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<br /> I � � �� I ( I � � o `' 10 � 4-0 � . � 11 PROVIDE BLOCK-OUT FOR FUTURE SHEAR KEY.SEE DETAIL L/S502-12
<br /> � 3 17 �� C � * � �
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<br /> FOR SLEEVE AT FUTURE ANCHOR RODS AT BRACED FRAMES.
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<br /> � L � � oo I I -� I : v I FOR THREADED COUPLERS AT FUTURE ANCHOR RODS AT BRACED
<br /> � � i � � :- 7�- r-� r � .� = i- -� - r- - _�-�-- l - - -�- �-- I _ __�_T ��-r,^�-,- �- T- _ - - f-_-r -1-f-�----- i-- ' =1- i-T � - -- -�-�-- - 1-�-I-� �I-T- #7 10"O.C.,T. °� � _ o FRAMES.
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<br /> I �( 10"O.C.T&B � " r / � ( I � � T&B)ADD * � DETAILS.
<br /> `� @ — — — — o � — — — — — — — — — (— — — — — — — — — — — — — — � 1$ � ' � p `°I E- I ( : 14. AL CONCRETE SHALL DEVELOP A 28-DAY GOMPRESSIVE STRENGTH
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<br /> SR3 S 1 � �- � �I � �- �^o � co '- S� � � --' .----
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<br /> Engineering No,3137 WA PE 28184 00
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<br /> 4 REVISION - RELEASE 50 (PANEL PAINT) CLP AHM 08/23/16
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<br /> STRUCTURAL MASTER EVERETT, WA 40-058-S502-1 b
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