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<br /> 09/1'E/2013
<br /> a � � � � � ELEV PIT �
<br /> 5'-10 7/8� '
<br /> � _ � �n _
<br /> _ #�7 �` N tf� � � � •
<br /> q�`j Q r'- .-- p �
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<br /> GENERAL PLAN NOTES:
<br /> � � -
<br /> � 1
<br /> � G1. REFERENCE DRAWINGS: 4
<br /> � S1.XX S�RIES - STRUCTURAL NOTES, INSPECTION SCHEDULE,
<br /> � SYMBOLS & ABBREVIATIONS FOUNDATION PLAN NOTES._ Z
<br /> "� S3.XX SERIES - PARTIAL PLANS, �ECTiONS � WALL ELEVATIONS '
<br /> Q S4.XX SERIES - CONCRETE ANO fOUNDATION DETAILS Fl. FX.X INDICATES FOOTING TYPE PER C S4.02 1-=-
<br /> � � S5.XX SERIES - V�OOD DE7AILS O � � PAGODA VILLAGE
<br /> "' U EVERETT
<br /> � S6.XX SERIES - S1EEL DETAILS F2. (X'-X") INDICATES BOTTQM OF FOOTING. TOP OF FOOTING
<br /> � S7.XX SERIES - MASONRY DETAILS OCCURS AT 12" BELOW TOP OF SLAB, UNO.
<br /> � S8.XX SERIES - COLD-FORMED STEEL DETAILS c��, GRAI�p & WALL STREET `
<br /> � F 3. � I N D I C A T E S C O N C R E T E C O L U M N T Y P E O N T H E L E V E L �VERETT, WA
<br /> � � G 2. C O N T R A C T O R S H A L L C O O R D I N A T E S I Z E A N D L O C A T I O N O F A L L WHERE THEY ORIGINATE. SEE SCHEDULE ON S4.21.
<br /> HOUSEKEEPING PADS AND CURBS Wll�l �'H� ARCHITECTURAL,
<br /> -� � MECHANICAL AND ELECTRICAL DRAWINGS. SEE DETAILS J/S4.01 LE�EL P� AND FOUNDATlON PLAN � �OUTH �, F4. Q INDICATES STEPPED !FOOTING PER F/S4.01
<br /> � � AND F 'S4.62. 1 8"=1'-0" i
<br /> .� � 1 /
<br /> � �' LE�EL P2 AND
<br /> � G3. CONTRACTOR SHALL COORDINATE All OPENING DIMENSIONS, SLAB F5. SLAB-ON-GRADE TO BE 4" THICK REINFORCED WITH 1.5 POUNDS FOUNDATIO[� PLAN
<br /> � !, PENETRATIONS, BLOCKOUTS, DEPRESSIONS AND EMBEDS WITH TNE PER CY OF FIBER MESH OR �4 t� 18 OC EW. SEE TYPICAL SLAB
<br /> � � ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ON GRADE DETAILS A/S4.01 & K/S4.01. �OUTH
<br /> �' � DRAWINGS PRIOR TO SUBMITTING SHOP DRAWINGS. ENGINEER
<br /> � � SHALL BE NO7IFIED OF ALL OPENING/PENETRATIONS THAT ARE F6. XXX'-X" INDICATES TOP OF SLAB ELEVA�ION. COORDINATE WI1N
<br /> � - ADDED OR CHANGED FROM WMAT IS SHOIM�J ON THIS PLAN. ARCHI�(ECTURAL DRA4VfNGS FOR ALL SLOPES TO DRAIN.
<br /> �- ,x�
<br /> � �
<br /> � � G4. DB INDICATES SHAFT DIVIDER BEAM PER DETAILS F7. PROVIDE TRIM REINFORCING AT ALL SLAB ON GRADE PENETRATIONS
<br /> �, x ~ M/S4.01 AND R/54.41, AND RE-ENTRANT CORNERS PER D/S4.01.
<br /> n
<br /> � '� G5, ��� � INDICAl'ES TOP OF CONCRETE SLAB RELATIVE TO F$. SEE DETAIL A S4.01 FOR SLAB CONTROL JOINT RE UIREMENfiS.
<br /> � -
<br /> Q
<br /> � x -� TYPICAL TOP OF SLAB ELE'VA1�ON CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTiON JOINT
<br /> � LOCA710NS TO ENGINEER FOR APPROVAC� PRIOR TO CONSTRUCTION.
<br /> v � G6. ONLY STRUCTURAL WALLS ARE SHOWN. SEE ARCHITECTURAL
<br /> � � DRAWINGS FOR ADDITIONAL WALLS OR EXTENTS. F9. PREPARE SUBGRADE AND PROVIDE FOR SUBSURFACE DRAINAGE AS
<br /> �, - RECOMMENDED IN THE SOILS REPORT. Date: 06/2"l02013
<br /> o G7. DIMENSIONS SHOWN TO WALLS ARE TO FACE OF CONCRETE, UNO.
<br /> �a- c.� Job No: 1�3�941
<br /> � � F10. ALL FOUNDATION BEARING SURFACES SHAiLL BE APPROVED BY THE
<br /> � � G8. vERIFY ALL DIMENSIONS WI7H TNE ARCHI�ECTURAL DRA�INGS.. GEOTECFiNICAL ENGINEER PRIOR TO PLACING FOOTING CONCRETE.
<br /> i '�-
<br /> c� -
<br /> r�-j cC7 '
<br /> ,�-, � G9. �S INDICATES STEEL COLUMN �N THE LEVEL I�HERE THEY Drawi�g No.
<br /> � d- �'` ORIGINATE.
<br /> i �
<br /> o v
<br /> Q � G1�. ��Z� INDICATES NON-L4AD BEARING 8" MASONRY
<br /> � � PARTI�'ON WALL. REINFORCE ALL MASONRY WALL
<br /> � � PART�TIONS AND PROVIDE LATERAL RESTRAINT
<br /> � � ; PER SHEET S7.01.
<br /> �-� �
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