3003 W CASINO RD 2018 BLDG 40-23 Plans 2022-12-06 (2)

� � � . i� _ _ _ : SYMBOL LEGEI� D MATERIALS LEGE�JD ABBRE�IATIO �IS GE�IERAL NOTES X X 1 . CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, BUILDI�IG AND WALL , EARTH, DI�T, UNDISTURBED g� q�p L LENGTH MECHANICAL AND ELECTRICAL ELEMENTS ALONG 4VITH OTHER EXISTING �' � � X� XX XX `-` . SECTIONS @ AT LB LAG BOL.T CONDITIONS PRIOR TO BEGINNING OF ANY WORK. i i i��i i i��i i i��i i i��i i i� EARTH, DIRT, COMPACTED AB ANCHOR BOLT LEN LENGTH � X DETAIL ADJ ADJACENT LF LINEAL FEET 2. CONTRACTOR IS TO VERIFY A�L DIMENSIONS AND CONDITIONS SHOWN ON � xx xx xx AFF ABOVE FINISHED FLOOR LL LIVE LOAD THE DRAWINGS AND SHALL BE RESPONS�BLE FOR THE JOINING OF HIS WORK '`-' �°o�$°�'�'��°4°�° STQNE, GRAVEL, POROUS FILL AGG AGGREGATE LWR LOWER TO THE WORK OF OTHER TRADES. ANY DISCREPANCIES BEfWEEN THE AL ALUMINUM EXISTING CONDITIONS AND CONTACT DOCUMENTS SHOULD BE CALLED TO THE � X (^ ^�I ALT ALTERNATE MATL MATERIAL � � REFERENCE TO DETAIL %/////////////// g��CK, COMMON ANCH ANCHOR, ANCHORAGE MAX MAXIMUM ATTENTION OF THE ARCHITECT OR ENGINEER. IN THE EVENT OF SUCH A X� Xx XX � � PLAN APA AMERICAN PLYWUOD ASSOC�ATION MB MACHINE BOLT DISCREPANCY, THE MOST STRINGENT REQUIREMENT(S) WILL GOVERN THE . . y 5�4��SSSS��S��SS�� CERAMIC TILE APPD APPROVED MBR MEMBER SCOPE OF WORK. . APPROX APPROXIMATE MET METAL � ` XX ASTM AMERICAN SOCIEIY MFR MANUFACTURE(R) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF XX ROOM NUMBER OF TESTING MATERIALS MIN MINIMUM ` ` � �+' �'� �� +� "+� � CONCRETE: CAST-IN-PLACE, PRECAST WORK IN ACCORDANCE WITH ALL SAFETY LAWS AND CODES. CONTRACTOR '�� '� � '" � '�� '� '� MISC MISCELLANEOUS BTWN BETWEEN MT MOUNT(ED) (ING} SHALL ALSO �E RESPONSIBLE FOR ALL SECURITY REQUIREMENTS AND XX DOOR NU�IBER BLDG BUILDING MTL METAL REGULATIONS WITHIN THE AREA OF WORK. : INSULATION: BA1T, LOOSE, FILL BLANKET BLKG BLOCKING X BOT BOTTOM N NORTH (COORDWATE) 4. CONTRACTOR SHALL INSURE THAT ALL WORK SHALL WILL CONFORM TO/WITH O WINDOW TYPE ,�� INSULATION: RIGID NF NEAR FACE ALL APPLICABLE BUILDING CODES AND STATE REGULATIONS. C CHANNEL NIC NOT IN CONTRACT � cB CATCH BASIN N0. NUMBER 5. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS � X WALL TYPE %%�/%%/%/i ALUMINUM CC CENTER TO CENTER NOM NOMINAL CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND CEM CEMENT � NTS NOT TO SCALE EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. IF THE �/%%/%%/%%/%% BRASS, BRONZE, COPPER CF CUBIC FEET CONTRACTOR HAS ANY QUESTIONS OR COMMENTS ABOUT CLEANING , C,1 CONTROL JOINT oA OVERALL THROUGHOUT THE COURSE OF WORK, TNEY WILL BE ADDRESSED BY THE x ----- GRID/GRID BUBBLE AND CL CENTER LINE OC ON CENTER(S) CENTERLINE %%%%%%%%/ METAL, STEEL, iRON CLR CLEAR(ANCE) OD OUTSIDE DIAMETER CONSTRUCTION MANAGER. CONTRACTOR IS REQUIRED TO PROVIDE A DAILY COL COLUMN OF OUTSIDE FACE CLEAN-UP ON THE JOB SITE. . ---------------- CONSTRUCTION ABOVE OR BELOW COMP COMPRESS(ED) (ION) OPG OPENING � II� BEYOND OR BEHIND . � .�� . � �� . : PLASTER: SAND, CEMEN7, GROUT CONC CONCRETE OPP OPPOSITE 6. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS CONN CONNECTION SNALL BE COMPLETELY PROVIDED AS I� DRAWN IN FULL. N li DIMENSION DIMENSION LWE CONST CONSTRUCTION P PAINT o I ` PLASTER: GYPSUM WALL BOARD CONT CONTINUOUS, CONTINUE PAR PARALLEL N W � 7.DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR ; v w CONTR CONTRACT(OR) PCC PRECAST CONCRETE CONCRETE WALLS FACE OF STUDS OR TO TNE CENTERLINE OF COLUMNS �' ¢ z � CTSK COUNTERSUNK PCF POUNDS PER CUBIC FOOT � � � Q o � �� 1 � � WOOD: FINISH CY CUBIC YARD{S) PERF PERFORATE(D) UNLESS OTHERWISE NOTED ON THE DRAWINGS. ` � � '- o PERIM PERIMEi�ER ' � ~ �"-u-`'-- WOOD: ROUGH � DIAMETER PL PLATE 8. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OF CENTERED IN THE � DBL DOUBLE P LAM PLASTIC LAMINATE ROOM, UNLESS SHOWN OR NOTED OTHERWISE ON THE DRAWINGS. � DEMOL DEMOLISH, DEMOLITION PNL PANEL � °° WOOQ: INTERRUPTED BLOCKING DEP DEPRESSED � � FLAG NOTE FOR SPECIFIC DIA DIAMETER PR�ST PRE5TRESS(ED) 9. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, o CONSTRUCTION DIRECTION DIAG DIAGONAL PREFORMED UNLESS SHOWN OR NOTED pTHEftWISE ON THE DRAWINGS. N PSF POUNDS PER SQUARE FOOT � PLYWOOD: SMALL SCALE DIM DIMENSION PSI POUNDS PER SQUARE INCH � DL DEAD LOAD PT POINT 10. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, ¢ � GENERAL NOTE FOR DN DOWN PVC POLYVINYL CHLORIDE PIPE MECHANICAL AND ELECTRICAL DRAWINGS ARE FOR THE PURPOSE ONLY OF � NON-SPECIFIC tNFORMATION DS DOWNSPOUT PLYWOOD: LARGE SCALE PWD PLYWOOD ILLU5TRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL � � DWG DRAWING NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO � . g E EAST (COORDINATE) R RADIUS (CURVATURE) THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH ' , ^ p � r '. Eq EA�H R RISER SPECIFIC PORTION OF THE WORK. � •.� �. � �• � �� WALL TYPE: CONCRETE EB EXPANSION BOLT REF REFERENCE, REFEft TO o EF EACH FACE REQ F REQ IRECD(D}IN(GNG> 11 . THE GENERAL CONTRACTOft AND RESPECTIVE SUBCONTRACTORS SHALL 8E "� � � EJ EXPANSION JOINT � � � � RESP�NSIBLE FOR THE COORDINATION OF THE ENTIRE SCOPE OF WORK. THE /�'`./r.�`�i,%`�is`✓`l'.'i��i% �IALL T'(PE: CONCRETE MASONRY UNIT {CMU) EL ELEVATION REV REVISION(S), REVISED j ELEV ELEVATION RH RIGHT HAND ENTIRE SET OF CONTRACT DOCUMENTS SHALL BE REFERRED TO (N DETAIL FOft �- RO ROUGH OPENING COORDINATION OF SPECIFIC REQUIREMENTS. THE GENERAL CONTRACTOR � WALL lYPE: STEEL STUD EQ QUAL S�D� SHALL. REVIEW THE ENTIRE SET OF DOCUMENTS FOR WORK OF VARIOUS � EW EACH WAY SQ SQUARE TRADES WHICH MAY BE INCLUDED ON OTHER DISCIPLINE DRAWINGS OR � EXIST EXISTING SECT SOUTH (COORDINATE) SPECIFICATION SECTIONS FOR EXAMPLE: ELECTRICAL WORK INDICATED ON ��``� � m �� WALL TYPE: WOOD STUD EXP EXPOSED SECT SECTION MECHANICAL SHEETS BUT NOT SHOWN ON THE ELECTRICAL DRAWINGS. THE . ��; � EXT EXTERIOR SF SQUARE FEET CONTRACTOR SHALL PROVIDE ALL WORK REQUIRED TO COMPLETE ALL SYSTEMS ``' INDICATED IN ALL DOCUMENTS WHETHER OR NOT THE WORK IS INDICATED IN ; WALL TYPE: EXISTING FAS FASTEN(ER) SHT SHEET � FD FLOOR DRAIN SIM SIMILAR THE TYPICAL DISCIPLINE LOCATION. m FCO FLOOR CLEAN OUT SQ SQUARE v FF FACTORY FINISH ST STRUCTURAL TEE 12. CONSTRUCTION MANAGER TO INDIGATE STAGING AREAS WHERE THE �, WALL TYPE: REMOVAL (DEMOUNTABLE) FF FINISHED FLOOR STD STANDARD CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED IN LATER o FGR FINISH GRADE STL STEEL PHASES OF THIS PROJECT AND WHERE MATERIAI�S TO BE STAGED BY BOEING � FH FIRE HYDRANT STR STRUCTURAL ARE TO BE LOCATED. � —n—n--p WALL TYPE: PARTITION (5'-0" HIGH) FIN FINISH(ED) SYM SYMMETRY,SYMMETRICAL � FND FOUNDATION SYS SYSTEM 13. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN THE W WALL TYPE: GLASS FOC FACE OF CONCRETE DftAWINGS. CONTRACTOR TO VERIFY ALL EXISTING MATERIAL AND SEE . �;4 , � FOF FACE OF FINISH T&B TOP AND BOTfOM � Z FOIC FURNISHED BY OWNER/ T&G TONGUE AND GROOVE CONSTRUCTION NOTES FOR MATERIAL CALLOUTS. � WSTALLED BY CONTRACTOR TC TOP OF CURB w � :X�:X;��X; WALL TYPE: REMOVAL FO FINISHED OPENING ELEVATION 14. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OF THOSE � w FT FOOT TEMP TEMPORARY TRADES AND OTHERS WHICH DAMAGE EXISTING BUILDING COMPONENTS AND � Fi�G FOOTING THK THICK(NESS) FINISHES, REQUIRE PATCHING, REPAIR AND REFINISHING TO SEAMLESS o FUT FUTURE TOC TOP OF CONCRETE CONDITION. REPAIR WALL OR SURFACE TO 8E REPAINTED TO THE NEXT � TOL TOLERANCE CORN�R PROJECTION OR BREAK IN SURFACE. � GA GAGE TOM TOP OF MASONftY . � GALV GALVANIZED TOS TOP OF STEEL � GC GENERAL CONTRACTOR TS STRUCTURAL TUBE � ��`�. � GI GALVANIZED IRON lYP T`(PICAL � � °�°� GR GRADE �' ". �- GT GROUT UBC UNIFORM BUILDING � CODE ; HDNR HARDENER UL UNDERWRITERS' LABEL • o HDWD HARDWOOD UON UNLESS OTHERWISE ' HG HIGH GRADE NOTED � HM HOLLOW METAL UPR UPPER � HOR HORIZONTAL � HS HIGH STRENGTH VB VAPOR BARRIER o HT HEIGHT VERT VERTICAL i � ID INSIDE DIAMETER W WEST (COORDINATE) �," � ID INSIDE DIMENSION W WIDE FLANGE `� � � IF INSIDE FACE �/ WIDTH, WIDE � . INCL INCLUDED(D) (ING) W/0 WITHOUT � i WWF WELDED WIRE FABRIC � JT JOINT W � � K KIP(S) � KO KNOCK OUT ¢ W � � � n�. DRAWN DATE SUBTITLE CURRENT REVISiON SYMBOL DATE � . � jSYM REVISION BY APi'ROVED DATE SYM REVISIOiV 8Y APPROYED DATE ACCEPTABILITY CHEBCKEDSTROM 05.01.18 , q��REi�iATI�NS & CE�1ERAL N�TES 0 R I G O�J.O�.�� °O . ' �` x w ORIG COMPRESSOR/DRYER REPLACEMENT 22334128 FB 05.01.18 THIS DESIGN AND/OR SYM��LS 22334128 0 SPECIFICATION IS APPROVED SHEET SEQUENCE N0. � � " �" T'T� COMPRESSOR & DRIER REPLACEMENT � v APPROVED BY DEPT. DATE � � �� n QCHECKED - � � � APPROVED ��i L�� 0�� 2233412� A5798537 � 3 APPROVED DWG N0. �, ARCHITECTURAL MASTER COL. H—I/1Q-11 EVEREfT, WA 40-023—G1 I