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<br /> � ^ _
<br /> � � G1. REFERENCE DRAWINGS: �
<br /> � o S1.XX SERIES - STRUCTURAL NOTES, INSPECTION SCHEDULE,
<br /> o �� SYMBOLS & ABBREVIATIONS FOUNQATION PLAN NOTES:_ SLAB PLAN NOTES:_ Z
<br /> � o S3.XX SERIES - PARTIAL PLANS, SECTIONS & WALL ELEVATIONS �
<br /> � � S4.XX SERIES - CONCRETE AND FOUNDATION DETAILS F1. FX.X INDICATES FOOTING TYPE PER C/S4.02 P1. XXX INDICATES SLAB REINFORCEMENT. SEE SCHEDULE ON G/S4.51 � PAGODA VILLAGE
<br /> N ¢ SS.XX SERIES - WOOD DETAILS , „ V EVERETT
<br /> '�- S 6.X X S E R I E S - S T E E L D E T A I L S F 2. (X -X } I N D I C A T E S B O T T O M O F F O O T I N G. T O P O F F O O I I N G
<br /> � - „ P 2. X X X'-X" I N D I C A T E S T O P O F S L A B E I F V A T I O N. C O O R D I N A T E I M T H
<br /> � � S7.XX SERIES - MASONRY DETAILS OCCURS AT 12 BELOW TOP OF SLAB, UNO. ARCHITECTURAL DRAWINGS FOR ALL SLOPES TO DRAIN.
<br /> S8.XX SERIES - COLD-FORMED STEEL DETAILS � GRAND & WALL STREET
<br /> �
<br /> � � F3. �' INDICATES CONCRETE COLUMN TYPE ON THE LEVEL P3. PROVIDE TRIM REINFORCING AT ALL ELEVATED SLAB PENETRATIONS EVERETT, WA
<br /> � � G2. CONTRACTOR SHALL COORDINATE SIZE AND LOCATlON OF ALL WHERE THEY ORIGINATE. SEE SCHEDULE ON S4.21. PER C/S4.41.
<br /> � � HOUSEKEEPING PADS AND CURBS WI1N THE ARCHITECTURAL, GROUND LEVEL FRAMING PLAN - SOUTH
<br /> � � MECHANICAL AND ELECTRICAL DRAWINGS. SEE DETAILS J/S4.01 � F4. � INDICATES STEPPED FOOTING PER F/S4.01 P4. PROVIDE REINFORCING AT ALL SLAB CORNERS PER D/S4.41 AND E/S4.41.
<br /> � �;, AND F/S4.62. 1/8"=1'-0"
<br /> � Q G3. CONTRACTOR SHALL COORDINAT ALL OPENING DIMENSIONS SLAB F5. SLAB-ON-GRADE TO BE 4" THICK REINFORCED WITH 1.5 POUNDS P5. �'�� INDICATES CONCRETE COLUMN TYPE ON THE LEVEL GROUND LEDEL
<br /> E FRAMING PLAN
<br /> �i � PENETRATIONS, BLOCKOUTS, DEPRESSIONS AND EMBEDS WITH THE PER CY OF FlBER MESH OR #4 � 18" OC EW. SEE TYPICAL SLAB WHERE THEY ORIGINATE. SEE SCHEDULE ON S4.21.
<br /> � � ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ON GRADE DETAILS A/S4.01 & K/S4.01. S-XXX SOUTH
<br /> Q a DRAWINGS PRIOR TO SUBMITIING SHOP DRAWINGS. ENGINEER P6. � - INDICATES 1-WAY SLAB. SEE SCHEDULE ON S4.51.
<br /> ' � SHALL BE NOTIFIED OF ALL OPENING/PENETRATIONS THAT ARE F6. XXX'-X" INDICATES TOP OF SLAB ELEVATION. COORDINATE WITH
<br /> Q " P7. B-XXX INDICATES CONCRETE BEAM. SEE SCHEDULE ON S4.31.
<br /> ADDED OR CHANGED FROM WHAT IS SHOWN ON THIS PLAN. ARCHITECTURAL DRAWINGS FOR ALL SLOPES TO DRAIN.
<br /> �� J
<br /> � � G4. DB INDICAIES SHAFT DIVIDER BEAM PER DETAILS F7. PROVIDE TRIM REINFORCING AT ALL SLAB ON GRADE PENETRA110NS P8. �,� INDICAIES STUDRAIL SLAB SHEAR REINFORCEMENT TYPE
<br /> o Q M/S4.01 AND R/S4.41. 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. �-X»� INDICATES TOP OF CONCRETE SLAB RELATIVE TO F8. SEE DETAIL A/S4.01 FOR SLAB CONTROL JOINT REQUIREMENTS. IS AN SRX-X MARK ON THE PLAN.
<br /> �- --� TYPICAL TOP OF SLAB ELEVATION CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION JOINT
<br /> � � LOCATIONS TO ENGINEER FOR APPROVAL PRIIOR TO CONSTRUCTION. P9. ENCAPSULATED TENDON ANCHORAGE REQUIRED AT THIS LEVEL. REFER TO
<br /> � Q G6. ONLY STRUCTURAL WALLS ARE SHOWN. SEE ARCHITECTURAL POST-TENSIONING SPECIFICATIONS.
<br /> �` DRAWINGS FOR ADDITIONAL WALLS OR EXTENTS. F9. PREPARE SUBGRADE AND PROVIDE FOR SUBSURFACE DRAINAGE AS
<br /> � P10. � INDICATES CLOSURE POUR STRIP PER DETAILS ON SHEET S4.61. Date: 06J'21/2013
<br /> �. <c RECOMMENDED IN THE SOILS REPORT. �
<br /> p m G7. DIMENSIONS SHOWN TO WALLS ARE TO FACE OF CONCRETE, UNO. Job No: 1"i3041
<br /> ,�-, � F10. ALL FOUNDATION BEARING SURFACES SHALL BE APPROVED BY THE P11. TEMPERATURE TENDONS, WHERE INDICAIED, SHALL BE EQUALLY SPACED AND
<br /> � � G8. VERIFY ALL DIMENSIONS IM1N THE ARCHITECTURAL DRAWINGS.. GEOTECHNICAL ENGINEER PRIOR TO PLACING FOOTING CONCRETE. AND PLACED AT MID-DEPTH OF SLAB WITH NO IENDON PROFILE.
<br /> o -
<br /> M � G9. �� INDICATES S1EEL COLUMN ON THE LEVEL WHERE THEY P12. ,�����q 4 ,�����;'��r< INDICATES PAD OR OVERBUILD PER G/S4.62 OR TOPPING SLAB Drawing No.
<br /> 'K 1,�^h
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<br /> ABOVE SLAB.
<br /> � ' �� 0�
<br /> � � G10. �Z�:ZZZ� INDICATES NON-LOAD BEARING 8" MASONRY ■
<br /> � � PARIITION WALL. REINFORCE ALL MASONRY WALL
<br /> � � PARTITIONS AND PROVIDE LATERAL RESTRAINT
<br /> � �
<br /> PER SHEET S7.01.
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