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� REFERENCE DRAWINGS NOTES �� ���� �, �„ 1� 3.1� W � � 11�; , �„ '�7.1�18.L� ,_�, � ' 19,1 20 � C B R E � HEE�Y
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<br /> m S-0_ ABBREVIATIONS. DRAWMG SYMBOLS, GENERAL NOTES i. REFERENCE FLOOR ELEVATION IS -13'-0'. TOP OF SLAB ON GRADE � q r r 6"� 6" , ,
<br /> � S-1_ LOAD MAPS IS AT THE REFERENCE ELEVATION UNLESS NOTED OTHERWISE � f7 I I (,_�
<br /> 'R S-2_ PLANS SEEARCHITECTURALDRAWINGSFORDRAINAGESLOPESNOTSHOWN. 18' CONC - � ' -� � � - � - � - � - �----------�-�---- � - � - - - - - - -- � � � \Ki
<br /> � S-3_ ELEVATIONS WALL -. � (-15' - 6") (-14� _�") (-12' 6") f � F3 (-10' 6") _ � �
<br /> o S-4_ TYPICAL DETAILS AND SCHE�ULES 2. SLAB ON GRADE (WHERE OCCURS) IS4INCHES THICK. UNLESS NOTED 5-0 I a �
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<br /> `�' S-5_ CONCRETE SECTIONS AND �ETAILS OTHERWISE. REINFORCE PER TYPICAL SLAB ON GRADE DETAILS ON - I c� ° 3 ' I I
<br /> N , z 5502 TYP SS 2 TVP .
<br /> � S-6_ STEEL SECTIONS AND DETAILS SHEET 5-401, SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED I I I
<br /> STRUCTURAL FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. . � . ` , , CBRE Heery, Inc.
<br /> I � - I I 100 East Pine Street, Suite 300
<br /> 3. "Fi' INDICATES COLUMN FOOTING MARK. SEE " TYPICAL WLUMN FOOTING" I Odandq Florida 32801
<br /> FORS2EANDREINFORCEMENT. f5 (-�5' - 6") � I I I 407.992.6300
<br /> 4 "WFi" INDICATES WALL FOOTING MARK. SEE "TYPICAL WALL FOOTMG �i I swp n.P I I �
<br /> AA 0002293
<br /> SCHEDULE" FOR SIZE AND REINFORCEMENT. �' I °' I ' 12" CONC WALL I I EB 0005176
<br /> � 24"x24' CONC PEDESTAL '�. I I
<br /> 5. ( ) INDICATES TOP OF FOOTING ELEVATION. ALL FOOTINGS SHALL � � SEE 191S-502 � I I
<br /> BEAR ON UNDISTURBED SUBGRADE IN ACCORDANCE WITH THE I I FOR REINF, TYP (2) LOC ! 2'$" TYP
<br /> GWTECHNICALREPORT, UNLESSNOTE� OTHERWISE. I I '� � I I SNOHOMISH
<br /> fi. RETAINING WALLS SHALL BE RESTRAINED AT THE BOTTOM BY THE . � + � � '.. �
<br /> FOUNDA710N AND AT THE TOP BY THE SLAB ON GR4DE AN� OR COMPOSITE 12" CONC WALL I I I � � I I �, CO U NTY
<br /> STEEL DECK SHOWN ON LEVEL 1 PLAN. HEIGHTS OF BACKFILLAGAINST � ' I ' I I
<br /> EACHSIDEOFANYRETAININGWALLMAYNOTDIFFERBYMORETHAN FZ F4 (-13' - 0") F4 ' (-7' - 3') F2 - � COURTHOUSE
<br /> 4-FEET UNLESS THE WALL BRACED UNTIL THE FOUNDATION AND LEVEL 1 I (-15' - 3") I I (-9' - 3" I �I I .
<br /> SLABHAVEREACHEDDESIGNSTRENGTH. I - I I RENOVATION
<br /> 7. SEE TYPICAL WNCRETE DETAILS FOR REWFORCEMENT AROUND OPENINGS. ryP S50P I I I
<br /> NOTIFY STRUCTURAL ENGWEER OF ANY OPENINGS NOT SHOWN ON THE '
<br /> STRUCTURALDRAWINGSFORWHICHTHETYPICALDETAILSDONOTAPPLY. � I � , (-il' - ff) � I I �
<br /> ADDED REINFORCEMENT MAY BE REQUIRED. II `r' I I I
<br /> B. COORDINATE LOCATION OF ALL EMBEDS WITH MECHANICAL, ELECTRICAL, I
<br /> (-02 -6 ) e � I
<br /> PLUMBMG, AND EXTERIOR WALL SYSTEMS PRIOR TO CASTING CONCRETE. I I � I I project number
<br /> 9. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AN� I � . _ _ I I 7�_p• Project Number
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<br /> REINFOR E PER THE TYPICALEDETAASGLES, AND SLAB PENETRATIONS. ; `N b` � "�4 - f � • 1� �Z I- � • consWtantslconstruction managers
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