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<br /> �' GENERAL PLAN NOTES:
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<br /> ;�, Gl. REFEiRENCE DRAWINGS;
<br /> � S�.XX SERIES - STRUCTURAL NOTES, INSPECTION SCHEDULE,
<br /> 0 o SYMBOLS 8e ABBREVIATIONS FOUNDATEON PLAN NOTES:_ SLAB PLAN NOTES:_ �
<br /> � Q S3.XX SERIES - PARTIAL PLANS, SECTIONS & WALL ELEVATlONS ' ,,,J
<br /> � - S4.XX SERIES = CONCRETE AND FOUNDA710N DETAILS F1. FX.X INDICATES FOOTING TYPE PER C/S4.02 P1. XXX INDICATE� SLAB REINFORCEMIENT. SEE SCHEDULE ON G/54.51 � PAG4DA\/ILLAGE
<br /> �,,; � SS.XX SERIES WOOD DETAILS � EVERETT
<br /> � � S6.XX SERIES -- STEEL DETAILS F2. (X'-X") INDICATES BOTTOM OF FOOIING. TOP OF FOOl1NG P2. XXX`-X" INDIGATES TOP OF Sl.AB EI.EVATION. COORDINATE WITH
<br /> � S7.XX SERIES - MASONRY DETAILS OCCURS AT 12 BELOW TOP OF SLAB, UNO. ARCHITECTURAL DRAWINGS FOR ALL SLOPES T0 DRAIN.
<br /> � �"i S8.XX SERIES - COLD-FORMED STEEL DETAILS �� GRAND & WAl�L STREET
<br /> � � F3. ,� INDICATES CONCRETE COLUMN T'YPE ON T'FIE LEVEL P3. PROVIDE TRIM REIN�ORCNNG AT ALL ELEVATED SLAB PENETRATIONS EUERETT', WA,
<br /> � � G2, CONTRACTOR SHALL COORDINATE SI�E AND I.00ATION OF ALL WHERE THEY ORIGINATE. SEE SCNEDULE ON S4.21. PER C/S4,41.
<br /> � Q . HOUSEKEEPING PADS AND CURBS �MTH THE ARCHITECTt1RAL, �
<br /> � � MECHANICAL AND ELECTRICAL DRAWINGS. SEE DETAILS J/S4.01 LEVEL P1 �RAMING PLAN �OUTH � F4. INDICATES STEPPED FOOTING PER F/54,01 P4. PROVIDE REINFORCING AT ALL SLAB CORNERS PER D/54.4� AND E/54.41.
<br /> � -� AND F S4.62. 1 8"=1'-0" �
<br /> � �� / / » �,-�' LE��EL P1
<br /> �- � G3. CONTRACTOR SHALL COORDINATE ALL OPENING DIMENSIONS, SLAB F5. SLAB-ON-GRADE TO BE 4 THICK REINFORCED WITN 1,5 POUNDS P�. ,,� INDICATES CONCRETE COLUMN TYPE ON THE LEVEL
<br /> � �, PENETRATIONS, BLOCKOUTS, DEPRESSIONS AND EMBEDS WIl�H THE PER CY OF FIBER MESH OR �4 C� 18" OC EW. SEE TY'PICAL SLAB WHERE TNEY ORIGINATE. SEE SGHEDULE ON S4.2�. FRAMING PLAN
<br /> �� � ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ON GRADE DETAILS A/S4.01 & K/S4.01. P6. S-� INDICATES 1-WqY SLAB. SEE SCNIEDULE ON S4.51. SOUTH
<br /> � � DRAWINGS PRIOR TO SUBMITIING SHOP DRAWINGS. ENGINEER
<br /> � ¢ SHALL BE NOTIF�ED OF ALL OPENING/PENETRATIONS THAT ARE F6. XXX'-X" INDICAIES TOP OF SLAB ELEVATION. COORDINATE WITH
<br /> � � ADDED OR CHANG�D FROM WHAT IS SHOWN ON 1NIS PLAN. ARCHITECTURAL DRAWINGS FOR ALL SLC}PES TO DRA�N. P7. B-XXX INDICATES CONCRETE BEA�f. SEE SCHEDULE ON S4.31. '
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<br /> `� P8. �,�j INDICATES STUDRAIL SLAB SHEAR REINFORCEMENT TYPE
<br /> � � G4, Qg INDICAI�S SNAFT DIViDER BEAM PER DETAILS F7. PROl�DE TRIM REINFORCING AT ALL SLAB ON GRADE PENETRATIONS
<br /> �; ? � M%S4.01 AND R/S4.�1. AND RE-ENTRANT CORNERS PER D/S4.01. ���.' AND CONFIGURATION. SEE S4,51 FOR STUDRAIL DETAILS
<br /> �, AND NOTES. STUDRAILS ARE ONLY REQUIRED WNERE THERE
<br /> � � G5. _�-Xn� INDICATES TOP 0� CONCRETE SLAB RELAl1VE TO Fa. SEE DETAIL A/S4.01 FOR SLAB CONTROL JOINT REQUIREMENTS. IS AN SRX-X MARK ON ThIE PLAN.
<br /> � "' �, TYPICAL TOP OF SLAB ELEVATiON CONTRACTOR SHALL SUBMIT PROPOS�D CONSTRUCTION JOINT
<br /> � � LOCATIONS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. P9. ENCAPSULATED TENDON ANCHORAGE REQUIRED AT TNIS LEVEL. REFER TO
<br /> � Q G6. ONLY STRUCTURAL WALLS ARE SHOWN. SEE ARCHITECTURAL POST-TENSIONING SPECIFICATIONS.
<br /> � '�- DRAWINGS FOR ADDITIONAL iNALI.S OR EXTENTS. F9. PREPARE SUBGRADE AND PROVIDE FOR SUBSU!RFACE DRAINAGE AS � ';
<br /> � � RECOMMENDED IN THE SOILS REPORT. P10. �� INDICATES CLOSURE/POUR STRIP PER DETAILS ON SHEET S4.61. Date: 06/21/Za13 �
<br /> � o G7. DIMENSIONS SHOWN TO WALLS ARE TO FACE OF CONCRETE, UNO, Job No: 11304'i
<br /> F10. ALL FOUNDATION BEARING SURFACES SHAL1� BE APPROVED BY THE P11. TEMPERATURE TENDONS, WHERE INDICATED, SHALL BE EQUALLY SPACEa AND
<br /> p � G8. VERIFY ALL DIMENSIONS IMTH TNE ARCHIIECTURAL DRAWINGS.. GEOTECHNICAL ENGINEER PRIOR TO PLACING FOOTING CONCRETE. AND PLACED AT MID-DEPTH 0� SLAB W1TH NO TENDON PROFILE. ,
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<br /> ,� � G9. �� INDiCATES S�EEL COLUMN ON TNE LE_VEL WHERE �fFiEY P12, ��_. �;; INDICATES PAD OR O�fERBUILD PER G/S4.62 OR TOPPING SLAB Drawing No.
<br /> '- '�` ORIGINATE. ABOVE SLAB.
<br /> �-
<br /> � „
<br /> � � G10. ��Mz=�-�=� INDICATES NON-LOAD BEARING 8 MASONRY
<br /> `� � PARTITiON WALL. REINFORCE ALL MASONRY WALL
<br /> j °' PARTlTIONS AND PROVIDE LATERAL RESTRAINT
<br /> � �
<br /> � � PER SHEET S7.01.
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