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Plans 1 (VOP 01 OIC U I-<ow Q 0, D LI CO CtQ l K W m r • jQ 3 ED N J O N O N —_ _ _ -- _.4- ._- -\•,,. ) Ili- ,--- — --- -- -�-�_` - . -- - ® ® Ilei i. MIMIL_ . - MACE RICH 401 WILSHIRE BLVD. SUITE 700 SANTA MONICA,CA.90401 BUILDING -A 0.H:(310)394-6000 OWNER FX:(310)395-2791 LOS WASIETrer CONSULTANT ��OF OFA 11.1111111111.1 I I _ -tom 0 I CC I N _- �_ N - Q _ b n - —ji — I— � °' — I n o r - — T ZCe O 21 ——� 1 — I Z O . ! y ' C!, i • a Z 0 _ * O *. O a 5 Ammo* BUILDING -B Z ~ moo . .4-� � L9 in OFFICE C , 4 / �S = -_ . A � v7 1. ;I.- DIPlIliIiI!!_i!!PIILIHh1iILiui XL II ld a1' 11111111111112 isi molimillIIIIIM miimilallINIM ll�l� !III�I� _ _IIL II!!rlIUE_J REV DATE DESCRIVTION BUILDING -C COVER SHEET Ap ,roved ', s ,, SHEET TITLE shall be on ''r; sit:- 13010.00 )OB V WASH I N G T O N SQUARE TDATE 11,21,2013 A0.00 SHEET 4 N N N N O O f •1 SHEET INDEX "/o O �N u Sheet • PROJECT DIRECTORY k a x Number Sheet Name (A p5 5°p o: A]EbE1 OCEI 1=0=4T: O 1 MACERICH TSARCHITECTS,INC. Ci LL'�F- 401 WILSHIRE BLVD. 2050 S BUNDY DR.SUITE 225 C5 J t1 • ARCHITECTURELu • SUITE 700 LOS ANGELES,CA.90025 > > A0.00 COVER SHEET SANTA MONICA,G.90401 PH(310)13951901 • i a 3 A1.01 TITLE SHEET PH;(310)394-8000 CONTACT, m N A1.02 GENERAL NOTES EX:(310)395-2791 ALAN TOMA51 p (310)895.7023 VI J A1.03 GENERAL NOTES AcmA.Ie1FArtn can N __A2.01 SITE PLAN VI N - A2.02 BLDG.A FLOOR PLANS 111/11103/861.1.1101=8: WASHINGTON SQUARE TOO A3.02 BLDG.A EXTERIOR ELEVATIONS PH. 1323) PARTNERS.LLC. 888 S.FIGUEROA STREET A3.01 BLDG.B FLOOR PLAN LOS ANGELES,CA 90017 BLDG.B FLOOR PLAN PH: (32 31 7 338673 A3.03 BLDG.B EXTERIOR ELEVATIONS A4.01 BLDG.C FLOOR PLAN LAWRENCE HO M.02 BLDG.C FLOOR PLAN MA.Mce hoeeng1e1"k COI" NEW FACADE ADDITIONS .. BLDGS. A, B, C A`.:�: BBLDG.C REFLECTED LDG.C ROOF PLAN CEILING PLAN A4.05 BLDG.C EXTERIOR ELEVATIONS A4.06 BLDG.C EXTERIOR ELEVATIONS L_ 9585 S.W• WASHINGTON SQUARE A5.02 BLDG.C WALL SECTIONS A6.01 EXTERIOR DETAILS PORTLAND OREGON 97223A6.02 EXTERIOR DETAILS STRUCTURAL MACERICH S0.01 STRUCTURAL GENERAL NOTES 401 WILSHIRE BLVD. S0.02 STRUCTURAL GENERAL NOTES SUITE 700 S1-01 TYPICAL WOOD DETAILS SANTA MONICA,G.90401 S2.01 BUILDING A FOUNDATION AND FRAMING PLANS PM:(310)394-6000 S3.01 BUILDING B FOUNDATION AND FRAMING PLANS OWNER FX:(310)399-2791 S4.01 BUILDING C FOUNDTION PLAN yt�Ant • S4.02 BUILDING C FRAMING PLAN • OLLAN S5-01 STRUCTURAL DETAILS '70.51 S5-02 STRUCTURAL DETAILS LOS AMC..CA S5-03 STRUCTURAL DETAILS 1ACOME .3% S5-04 STRUCTURAL DETAILS CONSULTANT 'Nia'' LEGENDG'Y'� /\ ABBREVIATIONS SYMBOLS PROJECT DESCRIPTION A L ANGLE FA. FIRE ALARM P . PM PUNTER DRAM PARTITION FIRE RATINGS (PLAN INDICATIONS) MUM•' EXTERIOR\ it,f AT F.D FLOOR DRAIN CENTERLINE F.E. FIRE EXTINGUISHER P.L. PROPERTY LINE ADDITION OF NEW ENTRY FACADE,SIGNAGE AND NEW EXTERIOR R LIGHT FIXTURES.NO CHANGE TO O LEXISTING BULGING OR SQUARE FOOTAGE (.).,) (11•) NUMBER FES FIRE EXTINGUISHER CABINET PL. RATE NON-RATED N N F.F FINISH FLOOR OR FACTORY FINISH PLAM. PLASTIC LAMINATE : < --+- GRID LINES A.B. ANCHOR BOLT F.N C FIRE HOSE CABINET PUS. x' PLASTER 1-• -1 ONE HOUR FIRE RATED ADDITION OF NEW ENTRY FACADE,SIGNAGE AND NEW EXTERIOR LIGHT FIXTURES.NO CHANGE TO 0l '. N AC. ACRYLIC(PAINT) FIN. FINISH PLYWD. PLYWOOD EXISTING BUILDING OR SQUARE FOOTAGE. 01 A.C. ASPHALT CONCRETE FLR. FLOOR PR PAIR { I TWO HOUR FIRE RATED 1 a ACOUS. ACOUSTICAL FLASH. FLASHING PT PAINT INS.nN I C: N Z AC.U. AIR CONDITIONING UNIT FLUOR. FLUORESCENT MATERIALS(SMALL SCALE) ADDITION OF NEW ENTRY FACADES,SIGNAGE AND NEW EXTERIOR LIGHT FIXTURES AT EXISTING ce ZQ MATCH LINE A.D. AREA DRAM F.O. FACE OF R. RISE ADJ. ADJUSTABLE FO.C. FACE OF CONCRETE RAD. RRADIUS O TENANT SPACES.ADDING ADDITIONAL 720 SQUARE FEET AT NORTH EAST CORNER OF BUILDING UB 1..'O p v I CONCRETE INCLUDING NEW STOREFRONT AND NEW STOREFRONT ENTRY. / O �/ yy AL. ALUMNUM F.O.M. FACE OF MASONRY ITEC. RECESSED \ V 1.6 WORK POINT,CONTROL POINT, MOD. ANODIZED F.O.S. FACE OF STUDS REFIT REFRIGERATOR �I1 l F 1�31'k-� EARTH 1. ALL ELECTRICAL WORK SHALL BE DESIGN BUILD O OR DATUM POINT A.P. ACCESS PANEL F.O.W FACE OF WALL APPROX APPROXIMATLEY F.S. FLOOR SINK REOD REQUIRED 2. SIGNAGE SYSTEM IS NOT WITHIN THE SCOPE OF THIS PERMIT.SUBMIT DRAWINGS TO LOCAL F.T FOOT RESIL. RESILIENT r1�ti/'I INSULATION.BATT OR BLANKET JUINSSDIC ION FOR REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES PRIOR TO I Q Aft SECTION NUMBER BLDG BOARD BUILDING FTG FOOTING RM. ROOM M=MIV SHEET NUMBER BLK. BLOCK FURR. FURRINGFLAT WALL(PAINT) R O. ROUGH OPENING INSULATION.RIGID /j� (n Z F.W. ROCFG ROOFNG BLKG. BLOCKING ® MASONRY __ BM. BEAM GA GAGE SASE SELF ADHERED SHEET FLASHNG S.C. SOLID CORE EEFEriKIErnDEs Z BOT. BOTTOM GALV. GALVANIZED ROCK FILL • B.U.R. BUILT•UP ROOFING G D. GARBAGE DISPOSER SECT. SECTION ® 2010 OERGON STRUCTURAL SPECIALTY CODE O GL GLASS S.G E. SEMI-GLOSS ENAMEL 2011 OREGON ELECTRICAL SPECIALTY CODE O SHEATHG SHEATHING MATERIALS(LARGE SCALE) 2011 OREGON PLUMBING SPECIALTY CODE a. DETAIL NUMBER GRT. CARNET GR. GRADE SIM. SHEATH 2010 OREGON FIRE CODE SHEET NUMBER C.B. CATCH BASIN GYP.130. GYPSUM BOARD ACOUSTICAL BOARD OR TILE CEM. CEMENT GYP GYPSUM SILPOL IMILAR SLICOF/E POLYESTER CER. CERAMIC SPECS. SPECIFICATION O C.J. CONTROL JOINT H.B HOSE BIBB SO. SQUARE IIIII))))IIIII))mi ASPHALT CONCRETE PAVING 7 EXTERIOR ELEVATION NUMBER CIG. CEILING H.C. HOLLOW CORE 5.5. SERVICE SINKL SHEET NUMBER CLO. CLOSET FORD. HARDBOARD S.ST. STAINLESS STEEL I I GLASS HI CLR GLEAN HOWD. HARDWOOD STD STANDARD • A C.O CONCRETE OPENINGIRI. HOLLOWUMETAL STL STEEL GRANITE.MARBLE OR STONE A. INTERIOR ELEVATION NUMBER COL. COLUMNSTOP. STORAGE 2 / INTERIOR ELEVATION LETTERS CONC. CONCRETE IIORIZ. HORIZONTALr ) STRL.OR STRUCTURAL V D,7 0�B SHEET NUMBER CONT. CONTINUOUS ID. INSIDE DIAMETER STRUC. ', '-'- -"I GYPSUM WALLBOARD OR GYPSUMSHFJITHING VICINITY MAP a `I CORP CORRIDOR INSUL INSULATION SUSP SUSPENDED C C.S.P. COMBINATION STANDPIPEINT. INTERIOR SYM. SYMMETRICAL I I INSULATION.BATT OR BLANKET C.M.U. CONCRETE MASONRY UNIT JAN JANITOR T,C. TOP OF CONCRETE C.W. CURTAIN WALL JT. JOINT TELE TELEPHONE ® METAL O1 WALL TYPE-SEE WALL SCHEDULE •EAAa1fON L. TEMP. TEMPERED i DBL. DOUBLE LAM. LAMINATE I�aw� METAL LATH LAV LAVATORY TF. TOP OF FINISH O.F. DRINKING FOUNTAIN LB/LBS POUNDS T V G TONGUE AND GROOVE PLYWOOD OA WINDOW TAG•SEE WINDOW SCHEDULE DET DIA DIAMETER LIN LINEN THE. THICK ..t DIM. DIMENSION LVR. LOUVER T.O. TOP OF I'. -. - I SAND.MORTAR OR PLASTER T� ' •'. • LTWT. LIGHTWEIGHT T.O.R. TOP OF ROOF b • 201 DOOR TAG•SEE DOOR SCHEDULE D • DFISI P. DISPENSER T.P. TOP OF PARAPET ® SHEET METAL(ELEVATION) DN. DOOR OWN MAX. MAXIMUM T PH. TOILET PAPER HOLDER .• -' MECH. MECHANICAL • D.S. DOWNSPOUT MTL. METAL T.S. TOP OF SHEATING t - TILE L REV DATE DESCRIPTION OFFICE ROOM NAME D.S.P. DRY STANDPIPE TV. TELEVISION i - I 201 ROOM NUMBER DWG. DRAWING MFR MANUFACTURER TVP, TOP OF WALL I--------------7J I MAZI ACTON MHS MATERIAL HANDLING SYSTEM. TVP TYPICAL WOOD FRAMING THROUGH MEMBER 401)490 . y) _ MIL. MILLIMETERS U.N.O. UNLESS OTHERWISE NOTED ,,,,' ,wE TITLE SHEET CEILING MOUNTED EXIT SIGN EA. EACH MIN. MINIMUM OR MINUTE WOOD FRAMING INTERRUPTED MEMBER 4)" EF. EXHAUST FAN MISC. MISCELLANEOUS V.C.T. VINYL COMPOSITION TILE • 9 1 IIETRODI •:, ® DIRECTION TO EXIT EFS EXTERIOR FINISH SYSTEM MO VERT. VERTICAL F� EIFS EXTERIOR INSULATION M.S. METAL NSTUD OPENINGRY VEST. VESTIBULE h 1,\\l� WOOD FINISH ,r S • SHEET TITLE WALL MOUNTED EXIT SIGN AND FINISH SYSTEM MTD MOUNTED DIRECTION TO EXIT EL. ELEVATION V.W.C. VINYL WALL COVERING / .• _ EIEC. ELECTRICAL 13010.00 ELEV. ELEVATOR N.I.C. NOT IN CONTRACT W. WASHING MACHINE _]OB EMER. EMERGENCY NO. NUMBER WI WITH 11/21/2013 ENCL. ENCLOSURE W.C. WATER CLOSET DATE REVISION CLOUD O/ OVER WD. WOOD " 1L� Q E P. ELECTRIC PANEL O.C. ON CENTER 1 REVISION NUMBER W.H. WATER HEATER {, EQ. EQUAL 0.D. OVERFLOW DRAIN 4■ OF. OVERFLOW WO WITHOUT 4iE EQPT. EQUIPMENT OGC ORGANIC COATING ' EXP.JT. EXPANSION JOINT OPEN'G OPENING WP. WATERPROOF 1'i 2 A1 01 EXP. EXPOSED OPP. OPPOSITE W.S.P. WET STANDPIPE • EXT. EXTERIOR W.W. WINDOW WALL SHEET 4 ID In N N O f FIRE DEPARTMENT NOTES DISABLED ACCESS NOTES W H O N= QOI L/ N U Q O Q UI M F t PROVIDE A PORTABLE FIRE EXi1NGU15HE0.WITHAL RATING OF NOT LESS THAN 1 I BUILDINGS AND FACILITIES.FLOORS OFAGNENSTORY SHALL BE A 12 THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR 21.MOUNT FLUSH VALVE CONTROL NO MORE THAN{4•ABOVE THE FLOOR,ON W >i 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON COMMON LEVEL THROUGHOUT,OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS. SHALL BE LEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SHALL HAVE A THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL E Z>3 EACH FLOOR,AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. j Q 3 LENGTH N THE DIRECTION OF DOOR SWING OF AT LEAST 60'AND THE LENGTH OR OTHER SURFACE. DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR OPPOSITE THE DIRECTION OF DOOR SWING OF 44-AS MEASURED AT RIGHT m O 2.FLOOR SURFACES SHALL BE SLIP-RESISTANT. ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 22.PROVIDE GRAB BARS ON EACH SIDE.OR ONE SIDE AND BACK OF WATER IV J 2 PROVIDE EXIT SIGN WITH 6'LETTERS OVER REQUIRED EXITS.WHERE SHOWN CLOSET 0 In ON DRAWINGS.AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT 3.EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE O 13.FLOORS OR LANDINGS SHALL BE NOT MORE THAN 117 LOWER THAN THE A GRAB BARS TO BE 33'ABOVE AND PARALLEL TO THE FLOOR. INSPECTOR OR FRE DEPARTMENT FIELD INSPECTOR.CONNECT EXIT SIGNS TO SHALL BE NOT LESS THAN N'IN WIDTH EMERGENCY POWER CIRCUITS.COMPLY WITH BUILDING CODES THRESHOLD OF THE DOORWAY.CHANGE IN LEVEL BETWEEN 1/4'AND 1/2' B SIDE BARS TO BE 47 LONG AND PROJECT 20 IN FRONT OF WATER SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CLOSET STOOL.GRAB BAR AT BACK TO BE 30 LONG. 4 ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT 3.PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL. C DIAMETER OF GRAB BARS TO BE 1-1/4'TO 1-112'. EXCEED 1/7 IN HEIGHT.LEVEL CHANGES NOT EXCEEDING 1/4'MAY BE 14 TO ALERT THE VISUALLY IMPAIRED,MARK THE UPPER APPROACH AND THE COMPLY WITHBUILDING CODES. VERTICAL.BEVEL OTHERS WITH A SLOPE NO GREATER THAN 12 D GRAB 1-17 CLEARANCE BETWEEN GRAB BARS AND WALL. LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING E.GRAB BARS(INCLUDING CONNECTORS,FASTENERS,SUPPORT BACKING, 4.MAINTAIN AISLES AT LEAST N'WIDE AT PUBLIC AREAS. COLOR AT LEAST 2-WIDE,PLACED PARALLEL TO AND NOT MORE THAN 1'FROM ETC.)SHALL SUPPORT A 250 POUND LOAD. 5.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE THE NOSE OF THE STEP OR LANDING.THE STRIP SHALL BE OF A MATERIAL IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER F.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. S EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USETHAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR G.GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR TYPE HARDWARE.PANIC BARS.PUSH-PULL ACTIVATING BARS.OR OTHER OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.SPECIAL LOCKING DEVICES HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REOURING THE ABILITY TO ABRASIVE ELEMENTS. SHALL BE OF AN APPROVED TYPE.ALL NEW DOORS SHALL HAVE APPROVED GRASP THE OPENING HARDWARE MOUNT DOOR OPENING HARDWARE BETWEEN 15 CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN/5'ABOVE THE H.EDGES SHALL RAVE A MNIMUM RADIUS OF 118'. LEVER HANDLES. FLOOR OR WORKING PLATFORM. 30 AND 44'ABOVE FLOOR FINISH. Ill SANITARY FACILITES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING 23.PROVIDE A CLEAR FLOOR SPACE 30'X48'IN FRONT OF LAVATORY TO 6 DOORS OPENING INTO REQUIRED 1-HOUR.FIRE-RESISTIVE CORRIDORS SHALL 8.CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30 AND 40 PERMIT A FORWARD APPROACH. BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED ABOVE THE FLOOR RATING AND SHALL BE SELF-CLOSING. 24 MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29'FROM THE FLOOR 7.MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 9 17.ENTRY TO SANITARY FACILITIES. TO THE BOTTOM OF THE APRON.PROVIDE KNEE CLEARANCE UNDER THE 7.20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING.SMOKE AND DRAFT POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,MEASURED A.44'CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 100R FRONT LIP EXTENDING A MINIMUM OF 30 IN WIDTH WITH B'MINIMUM WIDTH,AND MACERICH CONTROLLED. AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR MORE. SHALL BE A MINIMUM OF 9'HIGH FROM THE FLOOR A MINIMUM OF 17 DEEP 401 WILSHIRE BLVD. FOLDING DOORS.CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS B DOORWAYS TO HAVE A 37 CLEAR OPENING. FROM THE FRONT OF THE LAVATORY. SUITE 700 8.EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.MAXIMUM EFFORT TO C.ON APPROACH SIDE.PROVIDE A 60'CLEAR LEVEL SPACE WHEN DOOR SANTA MONICA,G.90401 MORE PERSONS AND IN ANY HAZARDOUS AREA. OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS SWAGS TOWARD APPROACH AND 40 SPACE WHEN DOOR SWINGS AWAY 25.FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH PM:(310)3944000 FROM APPROACH. ONE HAND AND SHALL NOT REOURE TIGHT GRASPING.PINCHING OR TWISTING OF OWNER F%:(310)395-2791 9.INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED 6.THE BOTTOM 10 OF ALL DOORS(EXCEPT SLIDING AND AUTOMATIC)SHALL THE WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO �.,1�ED AIZ RATING. END POINT FLAME SPREAD RATG: GREATER THAN 5 POUNDS.LEVER OPERATED.PUSH TYPE AND ELECTRONICALLY A.CLASS I,FLAME SPREAD 0-25.SMOKE DENSITY 150,FOR MATERIALS HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED 18 TOILET ROOM ACCESSORIES BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS A BOTTOM END OF THE REFLECTIVE SURFACE OF THE MIRROR TO BE MOUNTED CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.SELF INSTALLED IN VERTICAL EXITS. AUK I TOW. * B CLASS If FLAME SPREAD 26.75,SMOKE DENSITY 300.FOR MATERIALS CONDITION.PROVIDE A 10'HIGH SMOOTH PANEL ON THE PUSH SIDE OF 40'AFF MAX. CLOSING ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 * INSTALLED IN HORIZONTAL EXITS. NARROW FRAME DOORS. B.MOUNT TOILET TISSUE DISPENSERS WITHIN 17 FROM THE FRONT EDGE OF SECONDS IT•�, R�cauy�1'. C.CLASS III.FLAME SPREAD 76-200,SMOKE DENSITY 450,FOR MATERIALS THE TOILET SEAT. 26.INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER 97EOF O'' INSTALLED IN ANY OTHER LOCATION. 9.EVERY REQUITED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS C.MOUNT DISPENSING AND DISPOSAL FIXTURES(TOWEL,SANITARY NAPKINS. CONSULTANT LAVATORIES THAN 3.IN WIDTH AND NOT LESS THAN 6,8'IN HEIGHT.DOORS SHALL BE WASTE,COIN SLOTS,ETC)WITH OPERATING PARTS NO HIGHER THAN 40 10.DECORATIONS(CURTAINS,DRAPES.SHADES,HANGINGS,ETC.)SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT FROM THE FLOOR. 27.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 37, 19.SINGLE ACCOMMODATION TOILET FACILITY 11.PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE 10.WHERE A PAIR OF DOORS IS UTILIZED.AT LEAST ONE OF THE DOORS SHALL A.WATER CLOSET TO HAVE A 28'CLEARANCE FROM A FIXTURE AND 37 28.THERMOSTATS SHALL BE MOUNTED AT REACH RANGE HEIGHT(40 AFF) FIRE-RATED WALLS OR CEILINGS PROVIDE A CLEAR,UNOBSTRUCTED OPENING WIDTH OF 32-WITH THE LEAF FROM A WALL. 29.CLOTHING HOOKS ARE TO BE LOCATED WITHIN APPROPRIATE REACH RANGE(MAX 40 AFF) POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. B.MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 40 O 12.STORAGE,DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, C.A SPACE 36'X 40'IS PERMITTED IN FRONT OF EXISTING WATER CLOSET ceN - FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM 11.IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND ACCESSIBLE TO THE HANDICAPPED. 0 Q (N FIRE COOS REGULATIONS. WITH ADDITIONAL DIRECTIONAL SIGNS,AS REQUIRED,VISIBLE FROM APPROACHING = N PEDESTRIAN WAYS. 20 THE HEIGHT OF THE WATER CLOSET(TOP OF SEAT)SHALL BE BETWEEN 17 a 13.WOOD BLOCKING SHALL BE FRE TREATED IN ACCORDANCE WITH APPLICABLE AND 19' V) ZZ�M�L CODE REQUIREMENTS. ce 14.EXTEND OR MODIFY EXISTING FRE/LIFE SAFETY SYSTEM AS REQUIRED TO Z V PROVIDE AN APPROVED FRE/LIFE SAFETY SYSTEM.SUBMIT PLANS TO FIRE GENERAL NOTES Q c� Ce DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION,AND n Z O OBTAIN APPROVAL PRIOR TO INSTALLATION 1--1 Q 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH 9.WORK AREAS TO REMAIN SECURELOCKABLE DURING CONSTRUCTION THE 20.COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GCS ACKNOWLEDGMENT ANDT 15.LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 40 ABOVE THE (^ (I� Z LEVEL OF THE FLOOR.WORKING PLATFORM.GROUND SURFACE OR SIDEWALK INCLUDE SPECIFICATIONS.THE DRAWINGS.ALL ADDENDUMS AND GENERAL CONTRACTOR SHALL COORDINATE WITH LANDLORD TO ENSURE SECURITY. OF ALL WORK TO COMPLETE PROJECT N CONFORMANCE WITH CONTRACT {I/ MODIFICATIONS ISSUED BY THE ARCHITECT. DOCUMENTS AND SCHEDULE.IT IS THE RESPONSIBILITY OF THE GC TO 16.EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE 10.THE GC SHALL VERIFY THAT THE EXISTING FLOORS ARE LEVEL COORDINATE ORDERS.SUBMITTALS AND IMPLEMENTATION OF LONG LEAD ITEMS. Z HEARING IMPAIRED.FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF 2 THE GENERAL CONTRACTOR(GC)SHALL REVIEW ALL DOCUMENTS AND VERIFYAND FREE FROM SCALING GC TO REPORT ANY VARIATIONS N FINISH FLOOR SUBSTITUTIONS WILL NOT BE CONSIDERED RESULTING FROM THE GCS FAILURE 2 NOT MORE THAN 60 FLASHES PER MINUTE. ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS LEVEL GREATER THAN 1N'IN 10'-0'(NON-CUMULATIVE)TO ARCHITECT. TO MAKE LONG LEAD ITEM ORDERS IN A TIMELY FASHION. / BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS,ETC..SHALL BE 0 in 0 a IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE 21.OWNER WILL PROVIDE WORK NOTED RV OTHERS'OR NE'UNDER 17.EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS SEPARATE CONTRACT INCLUDE SCHEDULE REQUREMENTS IN (^ In REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FRE EXTINGUISHING SYSTEM PERFORMANCE OF ANY WORK IN QUESTION v SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO THE GC SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE CERTIFICATE OF OCCUPANCY INSTALLATION. 11.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY.WHAT IS SHOWN OR ORDERLY SEQUENCE OF INSTALLATION. Z REFERRED TO.AT A GIVEN LOCATION.SHALL BE PROVIDED AS THOUGH . SHOWN ON ALL(U 0.N.). 22.MAINTAIN EXITS,EXIT LIGHTING.FIRE PROTECTIVE DEVICES.AND ALARMS 1.....418.AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED 3.IN CASE OF CONFLICT BETWEEN ARCHITECTS AND CONSULTANTS DRAWINGS IN IN CONFORMANCE WITH CODES AND ORDINANCES. CENTRAL,PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH LOCATING MATERIALS/EQUIPMENT.THE ARCHITECT SHALL BE NOTIFIED FOR I CLARIFICATION. 12 SUBSTITUTIONS.REVISIONS,OR CHANGES MUST BE SUBMITTED TO ARCHITECT23.COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. FOR REVIEW(IN CONFORMANCE WITH SPECIFED PROCEDURES)PRIOR TO ATTACHED OR MOUNTED TO WALLS OR CEILINGS 4.ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER PURCHASE,FABRICATION.OR INSTALLATION.REFER TO SPECIFICATIONS POSSIBLE.WORK INVOLVING EXCESSIVE NOISE OR DUST,OR WHICH WOULD FOR SPECIFIC PROCEDURES. 24.WHERE EXISTING ACCESS PANELS CONFLICT WITH THE CONSTRUCTION, OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY/TENANTS RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. SHALL BE DONE ON AN OVERTIME.NONREGULAR BUSINESS HOUR BASIS TO BE 13.ALL WORK SHALL BE COORDINATED BY THE G.C.INCLUDING;SCHEDULING TIME AND LOCATIONS FOR DELIVERIES,BUILDING ACCESS.BUILDING FACILITIES,ETC. 25.UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/0 COORDINATED WITH LANDLORD UNLESS OTHERWISE NOTED 14.THE SCOPE OF WORK AND ADJACENT AREAS(INCLUDING'ACCESSIBLE PATH' 5.GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY(E)UTILITIES,NOT AND LOBBY WHERE IT APPLIES TO THIS WORK)SHALL BE PROTECTED FROM ANY 26.TEMPORARY BARRICADE(S)SHALL NOT BE REMOVED AND TENANT COVERED IN THE CONSTRUCTION/DEMOLITION DOCUMENTS.WHICH MAY INTERFERE DAMAGE THAT OCCURS BECAUSE OF THIS WORK.ANY DAMAGE THAT OCCURS SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, WITH COMPLETING THEIR SCOPE OF WORK.THE ARCHITECT 8 GENERAL SHALL BE THE FINANCIAL RESPONSIBILITY OF THE GC. FIRE INSPECTOR.AND THE BUILDING INSPECTOR APPROVES FINAL CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE UTILITIES.WHEN REMOVAL INSPECTIONS AND THE MALL MANAGEMENT GIVES APPROVAL TO OPEN IS APPROVED BY THE ARCHITECT,GENERAL CONTRACTOR SHALL INSPECT.TEST, FOR BUSINESS. 15.ALL MANUFACTURED ARTICLES.MATERIALS AND EQUIPMENT SHALL BE APPLIED, AND DISCONNECT THE SPECIFIED UTILITY,CUT BACK TO SOURCE(OR PERIMETER OF INSTALLED,CONNECTED,ERECTED,CLEANED.AND CONDITIONED PER MFRS LEASE SPACE)AND CAP.ALL PENETRATIONS RESULTING FROM THE REMOVAL SHALL 27.THE GC SHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED INSTRUCTIONS.IN CASE OF DIFFERENCES BETWEEN THE MANUFACTURERS BY PUBLIC AUTHORITIES GOVERNING THE WORK BE SEALED WITH NEW CONSTRUCTION TO MATCH(E)ADJACENT BLDG.FINISHES. REV DATE DESCRIPTION INSTRUCTIONS AND CONTRACT DOCUMENTS,THE GC SHALL NOTIFY THE UTILITY SERVICE SHALL BE DEFINED AS PLUMBING.HVAC.ELECT., ARCHITECT BEFORE PROCEEDING. 28.CONTACT INSPECTOR FOR A PRELIMINARY CONSTRUCTION INSPECTION WHEN pp//LL AND FRE PROTECTION SYSTEMS.GC SHALL INDICATE PERMANENTLY ABANDONED CONSTRUCTION FINISHED WORK IS APPROXIMATELY 75%TO 80%COMPLETE, GENERAL NOTES UTILITIES ON A RECORD SEPIA TO SERVE AS PART OF THE'AS-BUILT'SET. 16.ACCESS PANELS,CLEANOUT$,AND THE LIKE SHALL BE MAINTAINED FOR WITH PLUMBING.ROUGH VENTILATION,AND ROUGH EQUIPMENT INSTALLED. (COORDINATE WITH LANDLORD) EXISTING BUILDING SYSTEMS 29 CONTACT INSPECTOR FOR A FINAL CONSTRUCTION INSPECTION UPON 100% OF THE CONSTRUCTION,INCLUDING ALL FINISH WORK.A HEALTH PERMIT WILL SHEET TITLE 6'ALIGN'SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 17.THE GC SHALL HAVE AFULL-TIME REPRESENTATIVE ON SITE AT ALL TIMES BE ISSUED AT THE TIME OF INSPECTION WHEN ALL HEALTH CODE REQUIREMENTS WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING ON SITE. ARE SATISFIED. 13010.00 NOB t 7.'TYPICAL'OR TYP'SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR 30.THE GENERAL CONTRACTOR AND ALL EMPLOYEES ARE REQUIRED TO ABIDE BY SIMILAR CONDITIONS THROUGHOUT,UNLESS OTHERWISE NOTED.DETAILS ARE 18 THE GC SHALL COMPLY WITH ALL CODES,LAWS,ORDINANCES,AND LANDLORD'S CONSTRUCTION RULES 8 REGULATIONS. 11/21/2013 REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. DATE USUALLY KEYED AND NOTED TYP'ONLY ONCE,WHEN THEY FIRST OCCUR. 19 DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS. 8.SIMILAR'OR"SIM'MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS DIMENSIONS AM)TYPES.DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN NOTED.VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. ON CONSTRUCTION PLAN.IN CASE OF CONFLICT.NOTIFY ARCHITECT FOR A1.02 WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. SHEET 4 N N 0 Y 1 N O 01 0 DEMOLITION NOTES POWER& COMMUNICATION NOTES REFLECTED CEILING NOTES FINISH NOTES 0 4'Imo{1 M F 1.COMPLY WITH APPLICABLE LOCAL,STATE AND FEDERAL CODES AND 1.PRIOR TO CORING SLAB.REVIEW LOCATIONS WITH ARCHITECT AND 1 ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE,UNLESS W • i DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE 2- > REGULATIONS PERTAINING TO SAFETY OF PERSONS.PROPERTY AND COORDINATE LOCATIONS WITH OWNER. OTHERWISE NOTED.ALL DIMENSIONS MARKED'CLEAR'SHALL BE O= OF 20%OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY • ENVIRONMENTAL PROTECTION TO THE SYSTEM. USE A MINIMUM CEILNG WEIGHT OF 5 POUNDS PER SOUARE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES Q U 2.PRIOR TO TRENCHING SLAB,SONAR ALL(N)TRENCH LOCATIONS AND FOOT TO DETERMINE THE LATERAL FORCE. INCLUDING FLOOR FINISHES N O1J 2.PROVIDE MID MAINTAIN BARRICADES,LIGHTING.AND GUARDRAILS AS REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2.0/P ENSIGNS LOCATING DOORS BV EDGE ARE TO THE INSIDE EDGE OF 0 REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF 2.WHERE CEILING LOADS NOT EXCEED 5 POUNDS PER SQUARE FOOT ANDin BUILDING AND WORKERS. ABJAMB,UNLESS OTHERWISE NOTED. Nm 3.COORDINATE INSTALLATION OF TELECOMMUNICATIONS.DATA AND SECURITY WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM,THE • SYSTEMS. FOLLOWING BRACING METHODS MAY BE EMPLOYED: 3 GRO LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND DO NOT 3.ERECT AND MAINTAIN OUSTPROOF PARTITIONS AS REQUIRED TO PREVENT A.P ROVOE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO 12 GAUGE NECESSARILY APPLY STRUCTURAL COLUMN CENTER LINES OR SPREAD OF DUST,FUMES.AND SMOKE,ETC TO OTHER PARTS OF THE BUILDING. 4 VE RFY EQUIPMENT SPECIFICATIONS.POWER AND INSTALLATION REQUIREMENTS SPLAYED IN FOUR°ELECTIONS 90 DEGREES APART,AND CONNECTED TO THE EXISTING EDGES. ON COMPLETION.REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. MAN RUNNER WITHIN 2'OF THE CROSS RUNNER AND TO THE STRUCTURE MATCH ADJACENT SURFACES. ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE 4 DIMENSIONS SHOWN AS VI.F.SHALL BE VERIFIED BY THE CONTRACTOR 5.VERFY MOUNTING REQUIREMENTS OF ELECTRICAL,TELEPHONE AND OTHER CELNG.PHROVIpE THESE LATERAL SUPPORT PONTIS 12 FEET ON CENTER IN IN THE FIELD BY LAYING OUT THE PARTITIONS. 4.F DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED.RESTORE EQUIPMENT. NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO EFFECTED AREAS AT NO COST TO THE OWNER EACH°RECTION.WITH THE FRST POINT WITHIN 4'FROM EACH WALL B.ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM.ATTACH MAIN RUNNERS PROCEEDING WITH THE WORK IN THAT AREA. 6.GANG ADJACENT LIGHT SWITCHES AND COVER WITH ASNGLEPLATE. AND CROSS RUNNERS AT TWO ADJACENT WALLS.MAINTAIN CLEARANCE 5.REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE.DEBRIS, 5.NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS IN THE SANE PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS.U.O.N RUBBISH.AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS T.PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS C.PROVIDE VERTICAL SUPPORT AS REQUIRED N BUILDNG CODES.IN FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE L_ CONTRACTOR SHALL ADDITION.VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8'OF 6.REMOVE DESIGNATED PARTITIONS.COMPONENTS,BUILDING EQUIPMENT.AND SWITCHES WITH EACH SWITCH CONTROLLING 50%OF LAMPS PER FIXTURE. 8.ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE,AND FREE OF FIXTURES AS REQUIRED FOR NEW WORK. DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED IRREGULARITIES.DOPROCEED WITH WORK UNTIL UNSATISFACTORY 8.MOUNT STANDARD WALL OUTLETS.SWITCHES AND THERMOSTATS AT HEIGHTS BY A WALL. CONDITIONS HAVE BEEN CORRECTED. D.SUPPORT LIGHT FIXTURES MID AIR DIFFUSERS DIRECTLY BY WIRES TO THE 7.REMOVE ABANDONED HVAC EQUIPMENT,INCLUDING DUCT WORK. REQUIRED BY TITLE 24 AND ADA GUIDELINES.UNLESS OTHERWISE NOTED.WHEN THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER,INSTALL BOTH ALIGNED STRUCTURE ABOVE. 7 REPAIR EXISTING SURFACES TO REMAIN AS REDUIRED FOR APPLICATION OF 8.REMOVE ABANDONED ELECTRICAL,TELEPHONE AND DATA CABLING AND HORQONTALLY WITH CENTER LINE AT•3'-2'ABOVE FINISHED FLOOR. NEW FINISHES. MACERICH DEVICES,UNLESS OTHERWISE NOTED. 3.LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRD LINES.CENTER SPRINKLER HEADS.SPEAKERS,RECESSED FIXTURES.AND SIMILAR CELING 401 W ILSHIBLVD. 9 INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH.OR B ALL EXPOSED GYP.BOARD TO BE LEVEL 5 FINISH.TVP. SUU ITE 700 9.REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR ELEMENTS IN ACOUSTICAL UNITS.UNLESS OTHERWISE NOTED LEVEL 3 FINISH AT BOH,TYP. SANTA MONICA,CA.90401 CLUSTER OF OUTLETS OR SWITCHES,UNLESS OTHERWISE NOTED. NEW FLOOR FINISHES. PH:(310)394b000 10.INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD 4.FINISH HVAC CENTDFFUF IS DRAPERY POCKETS.AND SPEAKER GRILLES TO FX:(310)395-2791MATCH ADJACENT FNISH,UNLESS OTHERWISE NOTED 9 CONTRACTOR TO ENSURE DELIVERY AND INSTALLATION OF CASEWORK AND OWNER 10.REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. CAVITIES.DO NOT INSTALL BACK-TO-BACK. FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK LEAVE CONTRACT AREAS AND SITE CLEAN,ORDERLY AND ACCEPTABLE �jyt� �} FOR NEW CONSTRUCTION 11.PROVIDE MATCHING COVER PLATES,RECEPTACLES AND RELATED ITEMS. 5.LOCATIONS OF FIXTURES AND CEIUNG DEVICES SHALL BE AS SHOWN 10.ALL CODE REQUIRED LABELS SUCH AS'ILA,FACTORY MUTUAL OR ANY $' PROVIDE ONE-PIECE TYPE GANG COVER PLATES,UNLESS OTHERWISE NOTED. ON THESE PLANS AND DETAILS.NOTIFY ARCHITECT OF ANY CONFLICTS EQUIPMENT IDENTIFICATION,PERFORMANCE RATING,NAME OR NOMENCLATURE * P TOWS, 11 IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE PRIOR TO COMMENCING CONSTRUCTION.REFER TO MECHANICAL AND PLATES SHALL REMAIN READABLE AND NOT PAINTED. LOS NOELES CA CLEARED OF ALL PARTITIONS.FIXTURES,FINISHES,STOREFRONT AND SIGNAGE, ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE 12.IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED ,5., U.O.N.THE REMAINING SPACE SHOULD CONSIST OF EXISTING DOT SYSTEMS(DUCTS SIZES,CRCUITING ETC.). TRANSITION11.TRANSITN OF FLOOR MATERIALS TO BE LOCATED AT CENTER OF CONSULTANT '44' LIN DEMISING WALLS.STRIPPED COLUMNS,CONCRETE FLOOR.AND EXPOSED DOORS IN CLOSED POSITION UNLESS OTHERWISE NOTED. UNDERSIDE OF STRUCTURE(U.O.N.).COORDINATE WITH MECHANICAL AND 13 SEE MECHANICAL,ELECTRICAL AND SECURITY/DATA DRAWINGS AND 6.VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,DUCTS, ELECTRICAL DWGS IF ANY EXISTING EQUIPMENT IS TO REMAIN.EXISTING PROJECT MANUAL FOR ADDITIONAL NOTES AND NFORMATION ELECTRICAL CONDUITS AND STRUCTURAL ELEMENTS AND OTHER APPLICABLE 12.PAINT BACK SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS SPRINKLER MAINS TO REMAIN. ITEMS NOTIFY ARCHITECT OF INADEQUATE CLEARANCES FOR CEIUNG LAYOUT. TO MATCH EXPOSED SURFACE. 14.INDICATED DMENSIONS ARE TO THE CENTERLINE OF THE OUTLET 12.PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S).PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF (SWITCH)OR CLUSTER OF OUTLETS(SWITCHES).UNLESS OTHERWISE 7.CONTRACTOR TO PROVIDE ARCHITECT WITH SPRINKLER SHOP DRAWINGS 13 PRIOR TO PURCHASE OR INSTALLATION OF FINISH MATERIALS PER SUBMITTAL NOTED,GANG COVER PLATES SHALL BE ONE PIECE TYPE,UNLESS STRUCTURE ASSUME LIABILITY FOR SUCH MOVEMENT,SETTLEMENT,DAMAGE FOR APPROVAL PRIOR TO SUBMITTAL TO BULGING AND FIRE DEPARTMENT LOG SUBMIT SAMPLES TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH OR INJURY OTHERWISE NOTED. 0 SPECIFIED PROCEDURES.ALLOW TIME FOR SUBMITTAL,REVEW 8 FOR �W�/ M 13.CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF 9.ALL CEILING HEIGHTS LOCATED ON PLANS ARE FROM TOP OF FINISH FLOOR RESUBMITTAL IF REQUITED. LIL N 15.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF TO UNDERSIDE OF OF FINISH CEILING U.O.N. N STRUCTURE APPEARS TO BE ENDANGERED.DO NOT RESUME OPERATIONS NEXISTING FIELD CONDITIONS AND WORK SHOWN HEREIN AS /� UNTIL SAFETY IS RESTORED. FEASIBLE AND COMPLIANT WITH ALL APPLICABLE CODES. 9.PROVIDE ADEQUATE CLEARANCES FOR FIXTURES,DUCTS.CEILINGS.AM) V Z ELECTRICAL CONTRACTOR SHALL COORDINATE FIELD CONDITIONS WITH RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED S PROVIDE STRAIGHT,FLUSH RESILIENT BASE AT CARPETED AREAS.AND COVED. W0 Z Id.ARRANGE AND PAY FOR DISCONNECTNG,REMOVING AND CAPPING BASE AT RESILIENT FLOORING,UNLESS OTHERWISE NOTEDCAPPING UTILITYTOP SET RESILENT AND ELECTRICAL ENGINEERS DRAWINGS AND SPECIFICATIONS. CEIUNG HEIGHT ABOVE THE FINISH FLOOR. z c7 SERVICES WITHIN AREAS OF DEMOLITION.DISCONNECT AND STUB OFF. O NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDNG MANAGER IN 16 IF OUTLETS/SWITCHES CANNOT BE INSTALLED AS INDICATED ON THE PLANS, ADVANCE AND OBTAN APPROVAL BEFORE STARTING THE WORK 10.SEE ELECTRICAL DRAWINGS FOR FIXTURE NUMBER AND QUANTITIES. < w DUE TO CONFLICT WITH THE BUILDING ELEMENTS,NOTIFY ARCHITECT PRIOR (((r��]]] ei 15.HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO TO PROCEEDING WITH WORK. 11.ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES.SPEAKERSD ' 0 DEMOLITION TO DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT AND AIR SUPPLY/RETURNDIFFUSERS(AS REQUIRED PER LOCAL CODES)TO !�� 17.G.C.TO CONTACT AND NOTIFY LOCAL POWER COMPANY OF CONSTRUCTION $E THE RESPONSIBILITY OF THE CELING SUB-CONTRACTOR. LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO E.P.A. Q AND ANY MODIFICATIONS TO EXISTING POWER SERVICES.G.C.TO NOTIFY QZ STANDARDS PRIOR TO DEMOLITION . LANDLORD OF SCHEDULING OF POWER SERVICE INSTALLATIONS/MODIFICATIONS 12 DO NOT ATTACH ANYTHI/G TO TIE UNDERSIDE OF THE DECK.ALL 16 PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND I . VERIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCS. OR FROM THE PRMARY ROOF STRUCTURE NOTE ALL STOREFRONTZ CONSTRUCTION MUST BE SUPPORTED FROM THE GROUND ONLY. O 17.BURNING OF MATERIALS ON SITE IS NOT PERMITTED a 18.PATCH.REPAIR AND CLEAN ALL AREAS OF DEMOLITION TO CREATE A SMOOTH HN SURFACE TO ACCEPT SPECIFIED FINISH MATERIAL. 0 111 19.ALL PLUMBING,ELECTRICAL.AND TELEPHONE CONDUITS NEED TO BE Z 69 SAFETIED AND TERMINATED TO SOURCE. it 20.THE TENANT IS REQUIRED TO REMOVE ALL ROOF-MOUNTED EQUIPMENT AND ROOF PENETRATIONS THAT WILL NOT BE UTLIZED BY THE TENANTS BUILD-OUT ,w OF THE SPACE.THESE SHALL BE REMOVED DOWN TO THE ROOF DECK AND Q REPAIRED BY THE MALLS REQUIRED ROOFER.ALL ROOFING REPAIRS SHALL COMPLY WITH THE MALLS ROOFING CRITERIA. REV DATE DESCRIPTION GENERAL NOTES SHEET TITLE 13010.00 106 0 11/21/2013 DATE A1.03 SHEET 4 N N O 0 N O N O n U WO'ur2 DUCOCB Ul •Q N W j' 2- i 0 . • j Q 03 N N O J O In O N BUILDING A BUILDING B 1 1, ,. �, T, �, P u Y ELEC. C.RM TEL.RM –f----C-- S. j -- �, , 1 — � � DoT � 714 3F fx _ p m �� MACERICH a �7�084 SF 5620 SF o l g i R03 401 WILSHIRE BLVD. mSUITE 700 SANTA MONICA,CA.90401 (1.--- 4 24,1118 SF r il ^ PH:E (310)3944000 2791 IN IN w i (u�T' OWNER E](:(310)3952791 \ w w• • w • w .1""1 "lj �� • I i ______ le r r uuf_____J 015 • . N • --_ CONSULTANT 4.6 /i -� 'WO !_ W� lef Ti_ f „,f "M r I _-7 4111111110 ilo I MUM ,� +1 r' 1 1, �� O O Q N gr-, r 'WO ``7 i co0 Ntitf , . 1 Q f— a m PIA J Al7' , Irl ( : < �O w /' cos -.7"104 * ,, O40fQ �( 16.4E N 32 ___ 04. i . • z ori • 4/ CO4 i f--__ Tr • • . ./ -,-__/ did i • w• . w • to 0/ ` .a• • ' Øs : UILDING C / / . REV DATE DESCRIPTION kO, / , SITE PLAN SHEET TITLE 3oR r 13010.00 _ 11/21/2013 DATE N S),E P CD A2.01 SHEET V N N O N 00s° ,` W O P V ��N CC BB O Z Y Xci) T___ U T S OR �Q �NOQ 360'.0• W l+t _ 3U 0 30 0' 3J 0- 30 0' 30 0' 30 0 - 30 0 3n 0' 30 0' 30 0' 30 0' 30 0' • Z Z f _-_--f - - __ --- _ - -__— ----_._ -._ f - - ___ -f / __. f __ -... >F --__--_ -_- 3 -_ --_ -f (E)RAMP m N n n n n n n _� n n n n n ® — o° DN N I I V r r ON I I I I I I I I I I I '.. g. ❑ EXISTING TENANT SPACE NO CHANGEI. �_ 17 FIN.FL. =214.0' PLAN REF="7'-0' (E)PLANTERS ❑ TO REMAIN.PP. — SEE LANDSCAPE JI DRAWINGS \ - - - - - - - - - - - - 1y . p 8 MACERICH , 401 WILSHIRE BLVD. (V VV U SUITE 700 SANTA MONICA, .90401 PH:(310)394-6000 OWNER / ��+FX:(310)395-2791 LI �, , ,—II I I I � iI-, I ..T.D. 44111— ,._ I:2N ,., _._ ___J, ,,_ 0 KAN I'TOWN 1.WOOELES CA * (EINTERS TO REMAIN.PP.SEE )F LANDSCAPE DRAWINGS CONSULTANT �^,\ � A2.03 N. OBLDG.A FLOOR PLAN-EXISTING 1/16"=1'-0" c4 CV p < • 0' 1 W z ce O w CC 66 AA Z Y 0360 0" V — o T S Oce Z 0 30' 0' 30 0' 30 0' 30' 0' 3 0' 30 0' 30' 0' 30'-0' 30'-0' 30 0' 30'-C' 30' 0' ' 2 n n n n Q Q Q n n _n -n ® z � DN O § a 141 33 Lir) o EXISTING TENANT SPACE : Q NO CHANGE - o FIN.FL. =214.0' ❑ PLAN REF.="7'-0' ' - - - - � - - - 0 , ', REV DATE DESCRIPTION _ RELOCATE(E)LIGHTS 1 L. u UNDER SOFFIT®NEW BLDG. /L ENTRY PORTAL A5101 J� A .� - - - - - - - - - - E - - - - --m� - - - - - r- DN - - - - \-\ ,.7 FLOOR • D PLANS NINI HLOOI A. -- ® FINISH TO .}�" SHEET TITLE - MATCH(E) iw AT NEW � I 13010.00 FOOTINGSTRUCTURAL 4'-6'r3-6' 26'-0' 3'-6!\4'-6I +" 3OBJ CLR 11/21/2013 ' DATE A203 N 2 BLDG.;FLOOR PLAN-NEW A2.02 SHEET 4 N 0 WON V 5U w 0: N Q DW • Z Q 5211 O D)J O vsO N • CC BB O TT X W T U T S OR 0J___ rte— I I �� I MACERICH n D B n n I1 I `� 101 WILSHIRE BLVDSU . � — limmiL�� _ I S_ - SANTA MONICA,CA 90401 ■I ■■..■■..■■ _ _�` _ _ PH:(310)394 6000 BLDG.A FLOOR OWNER FX:(310)395-2791 ,—I �1 I 'I`� MI III I I I ' �; j ,PLAN-EXIST�ING �� --t 111 .....7 . .. - - I �� -T-0' 5tp Atg,,, ALAN i TOW. * * CONSULTANT 7EDF OBLDG.A-EXISTING NORTH ELEVATION 1/16'=1'-0' ce IN O aN l' . N a°1 WNo ce oW Q I- Ce D z ° Q1. 1 z CC BB O Z Y © © U T S OR O Z i_ POLYSTYRENE re O 1• O 1 TRIM s A5.01 EXTERIOR-LIGHT � a• E FIXTURE SEE SCHEDULE F_ 0 1 1 I I ILA trg ? ry z i11172 MI. ■N ■■�■■�■■ — _ q jLn -1 MI .____i 1 - �, u 1 L1 1 I - - I ' of BIDG.A FLOOR �- ..� �io� .�= PLAN-EXISTING '� \�-\,\ _ �. . :moo - Il-�°--- 7'-� STONE BASE PLASTER FINISH OVER STUD FRAMING J-BOX OBLDG.A-NEW NORTH ELEVATION 1/16'=1.-0' REV DATE DESCRIPTION BLDG. A EXTERIOR ELEVATIONS LIGHT FIXTURE SCHEDULE SHEET TITLE TYPE DESCRIPTION MANUFACTURER/ LAMP TYPE TOTAL VOLTAGE NOTES MODEL NUMBER WATTS 13010.00 20B* WINONA LIGHTING/ PROVIDE W INONA TM10 DRIVER AT EACH FIXTURE LOCATION.DRIVER TO BE LI WALL SCONCE DRLED-3022 I2V- LED 6W 120R77V MOUNTED INSIDE WEATHERPROOF J-BOX(CONCEALED)PER MANUFACTURERS 11/21/2013 FO-38-STD RECOMENDATIONS.REFER TO NOTE 4 A 12 DATE A2.03 SHEET A CS N8f N N O Wo N Q ID`'In 2 OU 90K •a w j3 • ZZ3 Da mut O UI-2 O V O N OP OO N M L K J I H G . ......... 270-0 f rt 7 r r -. r I . 7 30' 0' 30' 0" 30-0 30-0' 30'•0 30'-0" 30'-0" 30-0' 30'•0' 0 1� ••J1 1).-1n I n 11 EXISTING I .1J_ ELECTRICAL ROOM EXISTING TRASH ROOM EXISTING MAINTENCE I I ROOM 1 ■ MACERICH • 401 WILSHIRE BLVD. I I SUITE 700 SANTA MONICA,CA.90401 0 _ac 4 - - - - - - - - - - - - - - OWNER PH: (310)394-6000 TX:(310)395-2791 • 5<� ia,w i.awv qA * L 14 CONSULTANT �( I I O W M O b EXISTING TENANT SPACEO )Ci N £ n NO CHANGE Q N W cn z FIN.FL. •211.0' O ® - - - - - - PLAN REF...4'-0' - - - z Ce 101 L9 D z l 1-1 5 (E)COLUMNi I : Z . TO REMAIN Ce `i ill I I —t a vi Z rn I I I I I I I 1--1 I (n Q I I a REV DATE DESCRIPTION BLDG. B FLOOR PLAN N SHEET TITLE OBLDG.B FLOOR PLAN-EXISTING 13010.00 1"_1O'-O" 306 A 11/21/2013 DATE A3.01 SHEET 4 0. N N O Of 1 NN,I{,1OONI. U F O QUO•Q 1 O V .O J m . >W>3 (7 • ?Q CO 1/1 O (.6 J 0 V1 0 N .••...... P OO S--) M L © J I H G 0 2T0'-�. 30'-0' 30' 0' 30'-0' 30'-0' 30' 0' 30 0' 30' 0'IEXGTING J ELECTRICAL ROOM EXISTING TRASH ROOM EXISTING MAINTENCE I I I I I I I I MACERICH ROOM 1 401 WILSHIRE BLVD. SURE 700 SANTA MONICA,CA.90401 I I I PH: (310)394-6000 OWNER F1f:(310)395-2791 10 t - y<6ED'�,�, d' FOA ALAN i TOW. .05.0E1E6 CA I I I I I I I CONSULTANT �CF�"' L ISI I W M EXISTING TENANT SPACE NO CHANGE LiJ a DC zo tp FIN.FL. •I11.0' LLW/ I— ® - - - - - - - - PLAN REF.=N'-0' - - - - - - Q Li D 2O I\ Qi = o PI, 2 0 Q � o _ IIPORTALS { A501 I RELOCATEIEILIGHTS Ln ® - - - - - - - 1 - - , - UNDER SOFFIT®1fW - - _ Y - - - - - - - - - - I - - - -1 - ,^ in ENTRY SOFFIT I 1 H II (..! in I 1 _-I I I I 7 N 1 NEW FLOOR _ \ Z (T AH(E \ MATCHNEIE) '`4.11. U,' AT NEW 1 I STRUCTURAL ',�: I � I I I I FOOTING (/■ 4 0' 32' 2' `/, L. / o a , , L , , , 0 —,� ti-- _ ® _ — H- -• ._,. I I I ® REV DATE DESCRIPTION N BLDG. B FLOOR PLAN O BLDG.B FLOOR PLAN-NEW OD SHEET TITLE t =1040' 13010.00 JOBU 11/21/2013 DATE A3.02 SHEET A NrN O ON L WI— l 3 U 2U N -<GF0 I:1 O O 0 0 0 0 0 00 00C? — I i 1 I I MACERICH J ' 1.-.....- 401 WILSHIRE BLVD. 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C REFLECTED CM CEILING PLAN SHEET TITLE 13010.00 JOB* OBLDG.C NEW REFLECTED CEILING PLAN DATE 11/21/2013 1”=10%0" A4.03 SHEET f 010100 1 y�N= 0 0 0 0 0 0 0 0 �� •mQ I T w j I IT T r t ' 2 Q 3 IA J ` N • 0 1 1. 1 i. . 1 1 - 1 .. NO CHANGE TO EXISTING ROOF 3•,,•-0• TVP. ii TO EXISTINGNO CHANGE I' NO CHANGE TO E%ISTNJG ROOF 3•/1.-0"ROOF.TYP_ II - — �yl O - 4 - MACERICH "� I I 3.11.4). I I I I I 401 WILSHIRE BLVD. 1 SUITE 701 • SANTA MONICA,NONICh CA.90001 PH:(310)390-6000 4 OWNER FX:(310)395-2791 I /� E « 4 ' I ' CONSULTANT 4�� q - - - - IHt A1 ,.1 j_ _ -, 1 1 I I • O LU Cfl ce O CV N I BLDG.C EXISTING ROOF PLAN A' M n vIs = ro N.4. I- Orrn W NO o 0 0 0 0 0 0 0 Q o (9 zo >? TiI, r �' I 0..4o v=i z 0 � o via 1 1 � L�-01 — NOCHANGETO Z 09 I I I 1 /1`J� •- -EXISTING ROOF 1-4 3'/,-0• TVP. T v) c) _.,___. , , , _ , 4 , < /' NO CHANGE TO EXISTING ROOF NO CHANGE OEFIST1 : 1 RWc 1 I i ROOF.TVP. § �1 • i It I I I I I • O - - — - - REV DATE DESCRIPTION j .I 3 - BLDG. 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