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" GENERAL NOTES
<br /> - m 1. CONTRACTOR SHALL WITH THE CURRENT'GENERAL CONDIHWS;AND BUILDING STANDARDS AS PROVIDED I r� ' i* s ,. `. ri /,V
<br /> BY THE UILDING LLCOIN E y ii
<br /> 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. L _ / 1
<br /> 3. DO NOT SCALE DRAWINGS,CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. F I POINT OF V I 51 O N
<br /> EXISTING FENCE S i 1 , c_. - - -: ,- r I P.
<br /> ARCKITECTM.As SER,C13
<br /> 4, CONTRACTOR INMATE()CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL -� - -a •vR .-
<br /> PRIORTOFABRICATIONORCONSTRUCTION,CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS _._ .-.-. --.-•-• -- - -�'- -'--
<br /> - REQUIREMENi. • 1628 461h Street SE.Everett,WAle 98203
<br /> `'91 y EXISTING FENCE point_of_vision 2 Ironller,com
<br /> 5. ALL MODIFICATIONS,REWIRING OWNER OR ARCHITECTAPPROVALWILL NOT BE VAUD UNLESS AUTHORIZED IN ,' �'w\\ (4 2 5)7 7 T-8 2 0 7
<br /> WRITING BY OWNER ARD/ORARCMfTECT. - `NEW FENCE
<br /> ANEW 3'W.GATE _
<br /> - 6. WITHIN FIVE(5)BUSINESS DAYS OF START OF CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY IN WRIHNG BOTH THE NEW EXTENDED
<br /> ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELNERY TO THE SITE WOULD BE LATER THAN THAT CONE.WALK \EXISTING CONC.WALK �"X #( ki
<br /> REWIREDFOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH .C-
<br /> SHORTER LEAD TIMES,PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION.OF EXISTING FENCE Zy1�r
<br /> I
<br /> DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. ti
<br /> 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST 1
<br /> LOCAL BUILDING CODES AND ORDINANCES. yy�S s�ay
<br /> 8, CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONOTRONS AND SHALL REPORT ANY CONFLICTS OR J's`'s
<br /> _ QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK,DO NOT SCALE THE DRAWINGS.
<br /> 9. THE USE OF WORD'PROVIDE'SHALL ALWAYS MEM,'FURNISH AND INSTALL,CONNECT,OR SECURE'AS REQUIRED.
<br /> 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN ' l. `3
<br /> gi
<br /> INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.
<br /> 1 ...aaa777
<br /> 11. CONTRACTOR SHALL PROVIDE AWRITTEN CONSTRUCTION SCHEDULE.THIS SCHEDULE SHALL INCLUDE DELIVERY y
<br /> _ LEAD TIMES OF CONSTRUCTION ITEMS,AND START AND COMPLETION DATES OF EACH PHASE.THE CONTRACTOR - •• 'y
<br /> SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON ABM'EEKLY BASIS. ���+iii"'
<br /> - 12 WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. .V "d - .. #, ;
<br /> 13. ACCESS TO AND FROM THE PROJECT SITE,SPECIAL CONDITIONS,NOISY WORK,TIMING OF WORK,INTERRUPTION OF r1'.} 5 - '
<br /> MECHANICAL AND ELECTRICAL SERVICES,RELOCATION OF EXISTING EQUIPMENT,CASEWORK,FIXTURES,FIRINGS, s }L5 - ,,7;_,�
<br /> a \
<br /> -
<br /> ,.",ti
<br /> ETC.,MUST BE COORDINATED WITH THE BULGING MANAGEMENT. - Os- yyt :I ).
<br /> 14. ADEQUATE TENANT IM PROVEMENT S MUSTND BE PLACEMENTA OF ED NY BEFORE ING BUSINESS
<br /> AND/OR OTHS OF ER DISRUPTION ORDER
<br /> ALOE C NT OCCUPANT
<br /> WILL NOT BE INCONVENIENCED
<br /> UST IN THE
<br /> IN THEIR O IN ORDER THATCI
<br /> Tenant Improvements:
<br /> THE OOWPANT WILL NOT BE IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 2 P
<br /> 15, EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK MD SHALL REPAIR SAID DAMAGE AT t. - U b'.'y "tl)
<br /> THEIR OWN EXPENSE,THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AR COMMON HALLWAYS,FREIGHTI
<br /> ELEVATOR VESTIBULES,ETC, tiI s EXISTING PLANTER L....--NEW 3'W.GATE rti.i
<br /> - 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. its DEMOLISHED PUNTER �iNEW 14'W.GATE
<br /> -a 17. UPON COMPLETION OF ALL CONSTRUCTION,THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF /ACCESS LASER
<br /> 'RECORD'AS-BUILT DRAWINGS. NEW 1F W.ROLLING
<br /> - 18. ALL MATERIALS TO BENEWUON. '• �- v � .a-DEMOLISHED PLANTER Access Laser
<br /> .-L- rr J
<br /> - GATE FENCE
<br /> 19. PATCH ALLOISTURBEDARDIORDAMAGEDAREASASREQUIREDTOACCOMPLISHNEWWORKANDASREDUIREDFOR ISTINGCMU i Y ` "� ' 2211 W Casino Rd Unit Al
<br /> FINISHED APPEARANCE. ( CLOSURE ' Everett, WA 98204
<br /> 20. GENERAL CONTRACTOR ISRESPON FOR PROVIDING ALL NECESSARY BACKING,BLOCKING,AND FRAMING FOR `+' NLY/FENCE ;„ x,. ,. ;, .,
<br /> LIGHT FIXTURES,ELECTRICAL FIXTURES,CASEWORK AND ALL OTHER ITEMS REQUIRING IT. Cr -_ •
<br /> - 21, CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER +'-s --i •-.- -. -- ---- �
<br /> 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECTS CONTROL SAMPLES ARDREWIREARCHITECTS 7 �_ EXISTING FENCE I
<br /> REVIEW PRIOR TO INSTALLATION.SUBMIT TO ARCHITECT THREE(3)COPIES FOR REVIEW.
<br /> - 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK,MILLWORK AND ANY OTHER SPECIAL y . •
<br /> ITEMS REQUIRING CUSTOM SHOP FABRICATION.SUBMIT TO ARCHITECT AT LEAST THREE(3)COPES FOR REVIEW, z
<br /> 24. REPETTOVEFEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF ""��44
<br /> DRAWN IN FULL.
<br /> 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.THE LIST OF ABBREVIATIONS SITE PLAN ,, re
<br /> F.
<br /> PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST.THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION )"_30,_U" yip ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF
<br /> - BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND
<br /> 26. ALL SURFACES WHERE WORK IS DONE TO BE PATCHED AND FINSHED TO MATCH ADJACENT SURFACES. IS MIRED TO DRAFTING AND/OR REDRAFTING OFWORKING
<br /> -°
<br /> TO CONSTRUCTION BY CONTRACTOR WRITTEN DIMENSIONS
<br /> DRAWINGS IN REGARDS TO ERRORS ARDOR OMISSWNS.
<br /> 27, ALL EXISTING FIRE SPRINKLERS TO BE MODIFIED TO SERVICE MODIFIED SPACES. BUILDING SUMMARY PROJECT TEAM CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR
<br /> 28. ALL HARDWARE TO BE ADACOMPLUNT AND MATCH EXISTING BUILDING STANDARD, A.B. ANCHOR BOLT ELEV. ELEVATION OR ELEVATOR LL LIVE LOAD REQ. REQUIRED HAVE PRECEDENCE OVER SCALED.
<br /> A.C.P. ACOUSTICAL CEILING PANEL ENCL ENCLOSURE LPT. LOW POINT REV. REVISION -
<br /> 29. ALL NEW LIGHTING TO BE LED. A.C.T. ACOUSTICAL CEILING TILE EQ. EQUAL LAB. LABORATORY RM. ROOM 1.IROJECTADDRESS: TENANT:
<br /> - AFF, ABOVE FINISH FLOOR EQPT, EQUIPMENT LAM. LAMINATE RID. RATED ACCESS LASER Access Laser ISSUANCE
<br /> A.P.C. ACOUSTICAL PANEL CEILING EXH. EXHAUST LAY. LAVATORY 2211 W,CASINO ROAD.UNIT Al 2211 W.Casino Road,Unit AI
<br /> - A.T. ACOUSTICAL TILE IXST. EXISTING LB. POUND S.C. SOUL)CORE EVERETT,WA 98204 Everel'WA98204
<br /> APPROVED This approval only applies to ACOUS.ACOUSTICAL EXP. EXPANSION LBL- LABEL SD. SMOKE DETECTOR TEL 422h5S12-n 2844
<br /> - office of Community,Planning IL Development ADJ. ADJACENT EXT. EXTERIOR LOC. LOCATION S.F. SQUARE FEET
<br /> e P the work being performed under HOIST.ADJUSTABLE LVR LOUVER SS, STAINLESS STEEL 2.APPLICABLE CODES 8 ORDINANCES: EMAIL:Wouskirk@aaemlaser.am
<br /> PLANNING DEPARTMENT Permit H B2303-069 ALT, ALTERNATE F.B. FAT BAR S.V. SHEET VINYL 2018 INTERNATIONAL BUDDING CODE WITH STATEWIDE AMENDMENTS
<br /> AL. ALUMINUM F.D. FLOOR DRAIN M.D.F. MEDIUM DENSITY FIBERBOARD S.Y. SQUARE YARDS ICC/ANSI A117.1.09,ACCESSIBLE AND USABLE BUILDINGS ANO FACILITIES,WITH STATEWIDE AMENDMENTS ARCHITECTIDESIGNER:
<br /> NAME: Jessica NUM and does not recognize any AN. ANODIZED F.E. FIRE EXTINGUISHER M.D.O. MEDIUM DENSITY OVERLAY OCHE).SCHEDULE 2018 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS Point Of Melon
<br /> DATE: 09/11/2023 existing structure that may not APPROX APPROXIMATELY F.E.C. FIRE EXTINGUISHER CABINET M.E. MATCH EXISTING SCR SCREEN 2018 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 1628 MA Street SE
<br /> ARCH. ARCHITECTURAL F.F. FACTORY FINISH M.H. MANHOLE SECT. SECTION Everett,WA
<br /> meet Zoning Code. 2018 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMENDMENTS(PART OF THE IMC ADOPTION) TEL 425.77241207
<br /> - ASS. ASSEMBLY F.F.E, FINISH FLOOR ELEVATION M.O. MASONRY OPENING SH, SHELF 2018 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS ATTAR:BBS2-8207
<br /> AN AUDIO/VISUAL F.F.W. FINISH FACE OF WALL MACH. MACHINE SHIP, SHELF AND POLE
<br /> F.I.O. FURNISHED AND INSTALLED BY MAT. MARIAL SHT. SHEET 2018 UNIFORM PLUMBING DE VII H STATEWIDE AMENDMENTS EMAIL 6a6,00zorih@wa mstnet
<br /> - B.O.C. BOTTOM OF STRUCTURE OWNER MAX. MAXIMUM SHTH, SHEATHING 2018 INTERNATIONAL ENERGY CONSERVATION CODENASHINGTON STATE ENERGY CODE UBI:604-144.967
<br /> APPROVED BP. BUILDING STANDARD F.O. FACE OF AER MEMBER SHWR, SHOWER 2018 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC
<br /> _ B.U. BUILT-UP
<br /> B0. BOARD FOR. FACE OF FINISH
<br /> F.O.I.C.FURNISHED BY OWNER, MECH. MECHANICAL
<br /> MEMO. MEMBRANE SBA. SLOPE GENERAL CONTRACTOR:
<br /> SL. SLOPE NATIONAL ELECTRICAL CODE(NFPA 70) GENE
<br /> Owner
<br /> PUBLIC WORKS DEPARTMENT BTWN. BETWEEN INSTALLED BY CONTRACTOR MIN. MEZZANINEINIMUMSPEC, SPECIFICATION Access Laser
<br /> _ BLDG. BUILDING F.T,I.C, FURNISHED BY TENANT, MIN, MINIMUM SPEC. SPRINKLER 3.GENERAL BUILDBJG DESCRIPTION: 2211 W,Casino Rwd,UMA1
<br /> BLK, BLOCK INSTALLED BY CONTRACTOR MFR MANUFACTURER SPKft. SPEAKER TYPE OF CONSTRUCTION:-NIB Everett WA 98204
<br /> /�/I y�ys�/���AAJ BLKG. BLOCKING F.U. FIREPROOF MIN- MINIMUM SQ. SQUARE FIRE RESISTIVE SYSTEM:SPRINKLERED WITHOUT QUICK RESPONSE HEADS TEL 4255122.2844
<br /> '.� �I Y'/e 'I►t_A"_ RO. BEAM F.R. FIRE RESISTIVEMIRR MIRROR STD. STANDARDE GCWPANCY TYPE:'B'OFFICE/F1'FACTORY ETTN:MAL John Buskirk
<br /> BY / ••• ROT. BOTTOM F.R.P. FIBERGLASS REINFORCED PANELMISC.RK MISCELLANEOUS SR, STEEL EMAIL(busk kuskirk aser.mm
<br /> BRIT. BRACKET FS, FULL SIZE MID. MOUNTED SON. STAIN 4.BUILDING INFO::
<br /> •/�t ^ EON. FOUNDATION MTG. MOUNTING STOR. STORAGE
<br /> DATE O I y ���� CEL CATCH BASIN FA. FINISH MUL METALBURR.
<br /> STRUCTURAL BUILDING AREA FLOOR 2'ESRR SQWARFFEET
<br /> C.F. CUBIC FEET OR FOOT FIXT. FIXTURE MULL MULLION 3DRR. SURROUND FLOOR 24i,596 SQUARE SQUARFEET PROJECT INFORMATION
<br /> CL. CENTERLINE FLASH FLASHING SHOP. SUSPENDED PROJECT NO: POV2327
<br /> CITY OF EVERETT REVIEWED FOR PERMIT CA1A CONCRETE MASONRY UNITS FLOG, FOLDING N. NEW SYMM. SYMMETRICAL 5.PROJECTDESCRIPTKON: LEGAL DESCRIPTION/PARCEL NO. PROJECT MANAGER: BB
<br /> CT. CERAMIC TILE FU, FLOOR N.I.C. NOT IN CONTRACT SYS. SYSTEM
<br /> C,Y, CUBIC YARD(S) FLUOR FLUORESCENT N.T.S. NOT TO WAIF INSTALLATION OF OF ENCLOSING BACKSIDE OF FACILITY
<br /> DRAWN BY: BB
<br /> CAB. CABINET FR. FRAME OR FRAMING NO. NUMBER T. TREAD PARCEL NUMBER: 280414CO200900
<br /> CEO. CEMENTMIFT. FOTING WA NOMINAL APP TA TOILET ACCESSORYDEFINITIONS AND DIMENSIONS
<br /> e CER CERAMIC FIG. FURRING WA NOT APPLICABLE T.B.D. TO GU DETERMINED ROG THELEGAL ND REFERRED
<br /> } CUT CEILINGUIFUT. FURRINGRETAG. TONGUE AND GROOVE THE LAND ON,AND IS DESCRIBED
<br /> SF THE COUNTY OF SNOHOMISH,CITY OF EVERETT,STATE OF
<br /> " CIKG, CAULKING RUT. FUTURE O.C. OVERALL T.B.. TACK BOARD WASHINGTON,AND IS DESCRIBED AS FOLLOWS:
<br /> CLR. CLEAR O.C. ONCENTER T.O. TOP OF A.DEFWITIONS: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14,
<br /> CNTR COUNTER G.B. GRAB BAR ON, OVERHEAD T.O.C. TOP OF CURB OR CONCRETE TOWNSHIP 28 NORTH,RANGE 4 EAST,W.M.IN SNOHOMISH COUNTY,WASHINGTON,DESCRIBED
<br /> COL COLUMN G.C. GENERAL CONTRACTOR (IL OCCUPANT LOAD T.O.S. TOP OF STAB OR TOP OF STEEL 1:TYPIC L'ORT'P'INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. AS FOLLOWS:
<br /> COMP, COMPOSITION GIP. GLU-LAM BEAM 053, ORIENTED STRANDBOARD TOP. TOP OF PAVEMENT BEGINNING AT THE NORTH CORNER OF SAID SECTION I4;
<br /> CONC. CONCRETE GWB GYPSUM WALLBOARD OI OVER T.O.W. TOP OF WALL 2.'SIMILAR'OR*SIM'INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE AND PROCEEDING THENCEOONE-QUARTER THE NORTH LANE OF SAID SECTION NORTH 87'S4'S6"WEST
<br /> COND. CONDITION GA GAUGE 08S. OBSCURE T.S. TUBE STEEL CONDITION NOTED. ALONG
<br /> CONF. CONFERENCE GALV. GALVANIZED BCC. OCCUPANT T.V. TELEVISION 769.83 FEET;THENCE SOUTH 00149'33"WEST 30.01 FEET TO THE SOUTHERLY MARGIN OF THE TT
<br /> CONN, CONNECTION GL GLASS OFF, OFFICE TEL TELEPHONE 3.1AS REQUIRED'INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS COUNTY ROAD,WHICH POINT IS THE NORTHEAST CORNER OF THE TRACT HEREIN DESCRIBED AND - V •4�."„N,ee{.,,
<br /> CONSTR. CONSTRUCTION GAD. GROUND OP. OPERABLE TEMP. TEMPERED OR TEMPORARY INDICATED IN THE PROJECT DOCUMENTS. THE TRUE POINT OF BEGINNING;THENCE SOUTH 00149'33"WEST 635.04 FEET; ... "" e J F afr
<br /> CONT. CONTINUOUS GP. GROUP OPNG. OPENING MC THICK THENCE NORTH 87'54'56'WEST 205.0 FEET; I
<br /> T` 4 '..7 V1c{E F,4
<br /> CONTR.CONTRACTOR GR. GRADE OPP. OPPOSITE RT, TOILET 4'ALIGN'INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,TRUE,AND PLUMB RELATION THENCE NORTH 00'49'33"EAST 635.04 FEET; te-. s=f FOR
<br /> PERMIT
<br /> _ CORR CORRIDOR/CORRUGATED GYP. GYPSUM OVHD. OVERHEAD THR THRESHOLD ADJACENT MATERIALS. LL1tYY/lj
<br /> w ..a,..,.. CPT, CARPET TYP, TYPICAL THENCE ALONG THE SOUTHERLY MARGIN OF THECOUNTY ROAD SOUTH 87'54'S6'EAST 205.0 TO
<br /> CIA CENTER H. HIGH P. PAINT THE TRUE POINT OF BEGINNING;
<br /> w .- CM COUNTERSUNK HA HANDICAP OR HOLLOW CORE PART. PARTITION U,L UNDERWRITERS LABORATORIES 5.'CLEAR'INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTTRWS,
<br /> H.M. HOLLOW METAL PBS. PARTICLEBOARD U.ON. UNLESS OTHERWISE NOTED EXCEPT PORTION CONVEYED TO STATE OF WASHINGTON FOR HIGHWAY BY DEED UNDER
<br /> 0. DEEP OR DEPTH H.R. HANDRAIL PC. PIECE U.P.S. UNINTERUPTED POWER SUPPLY B.DIMENSIONS: RECORDING NO.2011159.
<br /> DA DOUBLE ACTING H.W.T. HOT WATER TANK PERF. PERFORATED UNF, UNFINISHED
<br /> i O.F. DRINKING FOUNTAIN HBD. HARDBOARD PERP, PERPENDICULAR UR, URINAL 1.DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION,CENTER OF SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON
<br /> _ O,P. DAMPPROOFING HDR. HEADER PL PLATE COLUMNS OR GRID UNES UNLESS OTHERWISE NOTED.
<br /> DW. DISHWASHER HOW. HARDWARE RAM. PLASTIC LAMINATE V.B. VAPOR BARRIER
<br /> DEL DOUBLE HORIZ HORQONTAL PLRS. PLASM V.CA VINYL
<br /> ERIFYI FIELD NTILE 2.ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT.TRUER PLUMB.DIMENSIONAL LAYOUT
<br /> L "�\PROJECT SITE DEC, DECORATIVE HR HOUR PLSG. PLUMBING V.G. VERTICAL GRAIN SHALL BE IA THE FOLLOWING PRIORITY ORDER. DRAWING INDEX
<br /> DEPT.DEMO. DEMOLISH OR DEMOLITION HT. HEIGHT PLYING.PLYWOOD VLF. VERIFY IN FIELD A.STRUCTURAL DRAWINGS
<br /> DM DIAMETERENT HIND. HARDWOOD PM..P PANEL V.W.C. VINYL COVERING B.LARGE SCALE DETAILS
<br /> C.SMALL SCALE DETAILS DRAWING ISSUED
<br /> DUG. DIAGONAL INCL INCLUDED,INCLUDING PRCST.PRECAST VEST. VESTIBULE D,ENLARGED PLANS AND SECTIONS
<br /> Check Set 7/26/23
<br /> r DIFF. DIFFUSER INFO. INFORMATION PT, PAINT OR POINT E.FLOOR PLANS
<br /> DIM. DIMENSION INSUL INSULATION PTN. PARTITION W. WIDE
<br /> INP, DISPENSER INT. INTEGRAL INTERIOR WA WATER CLOSET W"•"" DN. DOWN QTY. QUANRY W.H. WATER HEATER 3.MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. Con Cover Plan I
<br /> -_-' DOCS.R. DOOR ITT. JOIST DOCUMENTS JAN. JANITOR WP. WATERPROOF
<br /> 4.FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB,UNLESS OTHERWISE NOTED. h Site Plan
<br /> H. RELOCATE WI WATER RESISTANT
<br /> DW DRAWL JT. JOINT R RISER WI WITH
<br /> DWG. DRAWING R.D. RIGHT OUGH-IHAND WK. WITHOUT A ABOVE
<br /> FINISH
<br /> DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL,UNLESS NOTED
<br /> K.D. KNOCK-OUT R.IA ROUGH-IN ONLY WD. WOOD ABOVE fINISH FLWR-'AFF. SHEET NO
<br /> EW
<br /> VICINITY MAP , EIS G PARLL KR. KITCHEN R�0 RADIUS UGH OPENING WINDOW
<br /> WI, WEIGHT
<br /> 6.CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR - ARCHRECTURALI INTERIORS
<br /> EA. EACH L.B. LAG BOLT REF. REFERENCE OR REFRIGERATOR FACE OF FINISH MATERIAL FOR OTHER CEIUNG TYPES,UNLESS OTHERWISE NOTED, X AI.00 COVER SHEET/SITE PLAN Al
<br /> .00TUTSE9 Al EL ELEVATION L.F. LINEAL FOOT REINF. REINFORCED OR REINFORCING
<br /> ELEC. ELECTRICAL L.H. LEFT FUND REL. RELOCATED 7,DOCUMENTS ARE DRAWN DIAGRAMMATICALLY,ANO SCALED DIMENSIONS ARE APPROXIMATE.DIMENSIONS SHALL
<br /> REM. REMOVE INDICATE REQUIRED SEE CLEARANCES,AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED.
<br />
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