Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BUP2015 - 00159 ABBREVIATIONS ACC ACCESSIBLE JT JOINT REMODEL OF WASHINGTON SQUARE ACT ACOUSTICAL CEILING TILE AD AREA DRAIN LAM LAMINATE,LAMINATED ADJ ADJUSTABLE LAV LAVATORY 9 5 S .W. WASHINGTON SQUARE R D RECEIVED i AFF ABOVE FINISHED FLOOR LT LIGHT C�� AHU AIR HANDLING UNIT LTG LIGHTING �gbto ALT ALTERNATE JUN – 2 2015 ALUM ALUMINUM MAS MASONRY SPACE # G13 APPROX APPROXIMATE MATL MATERIAL 818.972.5080 Architects818. ClTY4FTIGAKll 3500 West Burbank Boulevard,Burbank,CA 91505 ARCH ARCHITECT,ARCHITECTURAL MAX MAXIMUM 818.972.5080 fax:818.848.3895 AV AUDIOVISUAL MECH MECHANICAL BUILDING DIVISION ©Copyright:2012 Linane/Drews Architects,Incorporated PORTLAND OR 97223 BD BOARD MED MEDIUM A I rights reserved BLDG BUILDING MGT MANAGEMENT BLKG BLOCKING MFR MANUFACTURE,MANUFACTURER BO BOTTOM OF MIN MINIMUM,MINUTE MISC MISCELLLANEOUS CER CERAMIC MS MOP SINK 4i#DAke CFLG COUNTER FLASHING MTD MOUNTEDti CG CORNER GUARD MTL METALMAT H CCI CAST RON NIC NOT IN CONTRACT PROJECT DIRECTORY PROJECT SUMMARY VICINITY PLAN SHEET INDEX 's CL CENTERLINE NO NUMBER CLG CEILING NOM NOMINAL CLR CLEAR NTS NOT TO SCALE _ IFOItNtA TENANT: BRIGHTON COLLECTIBLES ° ' SHEET# SHEET TITLE ISSUED FOR REVISIONS �N COL COLUMN APPLICABLE CODES ? d A DIVISION \o.4610 DIVISION OF LEEGIN 2014 OSSC(BASED ON 2012 IBC W/OREGON AMENDMENTS) c o CONSTR CONSTRUCTION OFCI OWNER FURNISHED/ 251 LONG LANE CONC CONCRETE WASHINGTON SQUARE " CONT CONTINUOUS CONTRACTOR INSTALLED CITY OF INDUSTRY,CA 91746 2014OMSC(BASED ON 2012 IMC W/W/OREGON AMENDMENTS) 9585 S.W. WASHINGTON SQUARE RD CONTACT:ANA OVALLE T/888 5959532 2014 OPSC(BASED ON 2009 IPC WI OREGON AMENDMENTS) SPACE#G13 a o N a CORR CORRIDOR OC ON CENTER 20140ESC ) PORTLAND,OR 97223 ^*^« OF CPT CARPET OH OVERHEAD YAMEL ALGARA T/626-968-7408 EXT.1515 (SSE ON 2012 NEC W!OREGON AMENDMENTS i o 0 2014 OFC(BASED ON 20091FC W/OREGON AMENDMENTS) �t CSWK CASEWORK OD OUTSIDE DIAMETER 2014 OEESC(BASED ON 2009 IECC W/OREGON AMENDMENTS) ' CT CERAMIC TILE OPNG OPENING ARCHITECT: LINANEIDREWS ARCHITECTS 2010 ADA STANDARDS CTR CENTER OPP OPPOSITE 3500 W. BURBANK BLVD. 1 F- CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED ORD OVERFLOW ROOF DRAIN BURBANK, CA 91505 TYPE OF CONST:II N,M-MERCANTILE 3 w "CONSTRUCTION SET' HEREIN D DEEP OTS OPEN TO STRUCTURE ABOVE w rn CONTACT:RACHEL MEYERS SQUARE FOOTAGE ANALYSIS: LEASE GROSS AREA=1250 SF = > DEMO DEMOLISH,DEMOLITION T1818-972-5080 EXT. 102 F/818-848-3895 w ~ DET DETAIL PERP PERPENDICULAR USE NET AREA LOAD FACTOR OCCUPANTS DF DRINKING FOUNTAIN PLAM PLASTIC LAMINATE SALES AREA 900 SF 30SF 31 F t a ISSUE DATE: DIA DIAMETER PPLYWOOD DIM DIMENSION PNL PANEL MEP ENGINEER: DON PENN CONSULTING ENGINEER STOCKROOM 166SF 300 SF 1 z o NL DIV DIVIDE,DIVISION PL PROPERTY LINE 635 WESTPORT PARKWAY,SUITE 300 TOILET 59 SF 100 SF 1 s -- LL m ISSUED FOI LATE DN DOWN POC POINT OF CONNECTION GRAPEVINE,TX 76051 VEST41 SF 100 SF 1 r o " ARCHITECTURAL DS DOWNSPOUT PR PAIR CONTACT:GREG FANCHER TOTAL NET LEASEAREA1166SF 34 ' FINAL LL REVIEW 05/07/2015 DWG DRAWING PRK PARKING T/817-410-2858 F/817-251 8411 s �wM A010 TITLE SHEET&PROJECT INFO • • � PROPERTY NOOFE EXITRE�= 3aocc.xo.r=6.6 CLRMIN.) . BID / PERMIT SET 05/26/2015 EL,ELEV ELEVATION PT PAINT,POINT A011 RESPONSIBILITY SCHEDULE • • ELEC ELECTRIC,ELECTRICAL PTN PARTITION BUILDING CITY OF TIGARD NO OF EXIT PROVIDED= 2 EXIT11 A020 GENERAL NOTES AND FIXTURE INSTALLATION NOTES • • ENCL ENCLOSE,ENCLOSURE PTD PAPER TOWEL DISPENSERDEPARTMENT: COMMUNITY DEVELOPMENTGry4f "'c ; A030 SPECIFICATIONS • • 13125 SW HALL , ORDINANCES EQ EQUAL R RADIUS,RISER EP ELECTRICAL PANEL PERMIT CENTER `THESE PLANS ARE IN SUBSTANTIAL COMPLIANCE WITH LOCAL AMENDMENTS AND BLVDA040 SPECIFICATIONS AND LANDLORD REQUIREMENTS • • s. " EQUIP EQUIPMENT RCP REFLECTED CEILING PLAN TIGARD,OR 97223 o. REVISION ISSUES DATE THESE PLANS ARE IN SUBSTANTIAL COMPLIANCE WITH AMERICANS WITH A100 DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN • • N EXH EXHAUST REF REFER T0,REFERENCE xk, ° 7/(503)639 171 DISABILITIES ACT! Q EXP EXPANSION,EXPOSED REINF REINFORCED,REINFORCING A200 FLOOR PLAN • • EXIST EXISTING REQ REQUIRED A210 STOREFRONT PLAN, ELEVATION AND DETAILS • • EXT EXTERIOR REV REVISED,REVISION LANDLORD- THEMACERICHCOMPANY PLUMBING FIXTURE CALCS KEYPLAN 0 RM ROOM TENANT 11411 N.TATUM BLVD A220 STOREFRONT SECTIONS AND DETAILS • • FA FIRE ALARM RO ROUGH OPENING PHOENIX,AZ 85028 Q- FCIO FURNISHED BY CONTRACTOR/ RT RIGHT COORDINATOR: CONTACT: KAREN MAYNARD A221 STOREFRONT ENTRY GATE AND DETAILS • • INSTALLED BY OWNER KAREN.MAYNARD@MACERICH.COM BASED ON THE (2014 OPSC)2W9 IPC A300 REFLECTED CEILING PLAN • • _— FCIC FURNISHED BY CONTRACTOR I SC SOLID CORE T/(602)953-6526 TOTAL OCCUPANT LOAD: 1167SF/125 NET SF=34 OCCUPANTS INSTALLED BY CONTRACTOR SCHED SCHEDULE A400 FINISH FLOOR PLAN &FINISH SCHEDULE • • Q SECT SECTION PER SECTION 403.2 EXCEPTION 3,SEPARATE FACILITIES ARE NOT REQUIRED. Z FD FLOOR DRAIN SHT SHEET (TOTAL NUMBER OF EMPLOYEES 3), INC °� A410 INTERIOR ELEVATIONS&SECTIONS • • FIRE SPRINKLERS: WYATT FIRE PROTECTION . FDC FIRE DEPARTMENT CONNECTION SIM SIMILAR = FE FIRE EXTINGUISHER SPEC SPECIFICATION OR 9722(MALL REQUIRED 9095 SW M SL A600 DOOR SCHEDULE&DETAILS • • FIN FINISH,FINISHED SPKLR SPRINKLER SUBCONTRACTOR) TIGARD,OR 97223 UNISEX FACILITY REQUIRED: PROVIDED: _ F2W FIXTURE PLAN&DETAILS • • CONTACT: KEN SUTHERLAND WATER CLOSET: 1 1 FIR FLOOR SPRKR FLUOR FLUORESCENT SQ SQUARER LAVATORIES: 1 2 -` ' F301 CASHWRAP PLANS&ELEVATIONS • • FO FACE OF,FINISHED OPENING SS SERVICE SINK 7/(503)684-2928 BRIGHTON FOIC FURNISHED BY OWNER/ SST STAINLESS STEEL DRINKING FOUNTAIN: REQUIRED: PROVIDED: COLLECTIBLES L, INSTALLED BY CONTRACTOR STD STANDARD FIRE ALARM: SIEMENS BUILDING TECHNOLOGIES, INC. DRINKING FOUNTAIN: 0 0 UITE G13 ELECTRICAL FP FIRE PROTECTION STL STEEL FR FRAME,FIRE RATED STOR STORAGE (MALL REQUIRED 15201 NW GREENBRIAR MOPSINK REQUIRED: PROVIDED: ( r 0 E 1 POWER PLAN • • FRMG FRAMING STRUCT STRUCTURAL SUBCONTRACTOR) SUITE A4 1 BEAVERTON, OR 97006 ERPF FIREPROOF,FIREPROOFING SUSP SUSPENDED MOP SINK 0 0 o E-2 LIGHTING PLAN • • �// FRT FIRE RETARDANT TREATED CONTACT:JEFFNEELY T _ Vo FS FLOOR SINK T TREAD T/(503)234-9995 II`!i I .„� •: � E-3 RISER DIAGRAM&PANEL SCHEDULE • • 111. . .Von FSM FLOORIRE SIN SPRINKLER MAIN TEL TELEPHONE �¢j ! w O E-4 ELECTRICAL SPECIFICATIONS • • FT FOOT,FEET TEMP TEMPERATURE,TEMPORARY ELECTRICIAN: FRAHLERELECTRIC COMPANY {� - FTG FOOTING TMPD TEMPERED DEFERRED SUBMITTAL - TO TOP OF FINAL CONNECTIONS 11860 SW GREENBURG RD I �� (MALL REQUIRED TIGARD, OR 97223 GALV GALVANIZED TV GA GAGE TV TELEVISION THERMOSTAT SUBCONTRACTOR) CONTACT:ADAM ETHERINGTON . � i _, 4 GEN GENERAL,GENERATOR TYP TYPICALGL GLASS 7/(503)639-4627 GNB GYPSUM WALL BOARD UGND UNDERGROUND – 1.SPRINKLER SYSTEM WASHINGTON SQUARE GYP GYPSUM LION UNLESS OTHERWISE NOTED 2.VOICE EVACUATION SYSTEM a at OTCsJL ROOFING: CARLSON ROOFING CO, INC 3.SIGNAGE aI IC1 L1 H HIGH VERT VERTICAL (MALL REQUIRED P.O. BOX 1695 4.FIRE ALARM ( 9j583'�.W. WASHINGTON SQUARE RD HC HOLLOW CORE VIF VERIFY IN FIELD SUBCONTRACTOR) HILLSBORO, OR 97123 Aa SPACE # G13 HDW HARDWARE VR VAPOR RETARDANT INFO@CARLSONROOF.COM -- '- �' " HM HOLLOW METAL - -- Suite#1 PORTLAND, OR 97223 7/(503)646-1575 OL LEGEND = , „ ' B OWNS HO HOLD OPEN W WIDE N(503)640-2122 HORIZ HORIZONTAL W/ WITH ARCHITECTURAL SYMB HTR HOUR WC WATER CLOSET,WALLCQVER COL :! ,,;,, ~`'I BG 1 41 4.00 PROJECT NUMBER: HVAC HEATING,VENTILATING AND AIR WD WOOD DUMPSTER INTERNATIONAL ENVIRONMENTAL MANAGEMENT ! STE.245l�;) } I 11660 ALPHARETTE HWY �I i .1 1 Drawn By File Name CONDITIONING WP WHEATHERPROOF,WATERPROOF SERVICE: CENTERLINE d WR WATER RESISTANT (MALL REQUIRED d LDA BG1414 RevitCD.rvt IC IRON CONTRACTOR WT WEIGHT SUBCONTRACTOR) ROSWELL, GA 30076 CONTACT:DIANA COLUMN DESIGNATION DIMENSION START/ END LEASE LINE ID INSIDE DIAMETER Checked By Scale: INFO INFORMATION PARTITION 1 .• I I I RB 12" = 1`-0° INSUL INSULATE,INSULATION DESIGNATION mow .5- PLAN 5- - - INT INTERIOR PLAN EXPEDITOR WESTERN DESIGN GROUP � (� R) x _u�o Project Mgr. (MALL REQUIRED 2300 E THIRD LOOP,STE 110 SEES.EETA500 A.ARCHITECTURAL Ei n I. RYM SUBCONTRACTOR) VANCOUVER,WA 98661 o-DEMOUTON ROTES n CONTACT: DAVID HARDISTER PARTITION TAG NOTE ARROW F-FIXTURE NOTES Title:E AL ELEcTRWNOTES T/(360)699 5317 M-►ECNANICu F/(3 60)699-0511 T-TORET/ACCESSORIES FINISH— CEILING FINISH S.STRUCTURA ffRAMING TITLE SHEET & ENERGY ENVIRONMENTAL CONTROLS, INC. HE CEILING HEIGHT U' Ir z-WSCELUNEQus SCOPE OF WORK MANAGEMENT 7060 SW. BRIDGEPORT RD. REFERENCE NOTE PROJECT INFO (MALL REQUIRED TUALATIN,OR 97224 CEILING DESIGNATION LEVEL DATUM SUBCONTRACTOR) CONTACT:DALE NOLAN EXISTING RETAIL STORE CST-1 Q O G.C.RESPONSIBILITY-OWNER VENDORS: SEE SHEET A400 SEE SHEETA60D - SELECTIVE REMODEL G.C.SHALL BE RESPONSIBLE FOR CONTACTING OWNERS VENDOR IMMEDIATELY UPON AWARD OF FINISH DESIGNATION REVISION DOOR DESIGNATION - NEW STOREFRONT CONTRACT AND COORDINATING ALL WORK REQUIRED WITH THIS VENDOR FOR THE COMPLETE SCOPE OF WORK OUTLINED IN THE CONTRACT DOCUMENTS.G.C.SHALL BE RESPONSIBLE FOR - NEW FINISHES Sheet No. COORDINATING ALL MATERIAL TAKE OFFS,ORDERING OFMATERIALS,TAKING DELIVERY OF A DETAIL - NEW FLOOR & WALL FIXTURES MATERIALS,STORING MATERIALS AS REQUIRED,AND INSTALLATION AS OUTLINED IN THE L( �(NUMBERFORPLANS) - NEW LIGHT FIXTURES RESPONSIBILITY SCHEDULE.G.C.SHALL INVENTORY ALL MATERIALS UPON DELIVERY AND L J (LETTER FOR - NEW VAV UNIT COORDINATE WITH VENDOR RE-DELIVERY OF ANY DAMAGED AND/OR MISSING MATERIALS IN THE / e ORDER. AREA ELEVATIONS/SECTIONS) A010 J DETAILED DRAWING NUMBER NOTE:SEE SHEET A040 FOR LANDLORD PROVIDED NOTES SECTION/PLAN DETAIL ELEVATION DETAIL L -LANDLORD RESPONSIBILITY SCHEDULE E -EXISTING PROVIDED BY LANDLORD T -TENANTS VENDOR GC -GENERAL ECONTCONTRACTOR FC -FIXTURE CONTRACTOR m m m m m m IC -IRONWORK CONTRACTOR w o wp p p (E) -EXISTING TO REMAIN x Lux = J ILE" SC -SIGNAGE CONTRACTOR WA -NOT APPLICABLE j N j co t;narwDrms Ardvtects U. ? Dz D Z 3500 West Burbank Boubvard,Burbank CA 91505 818.972.5080 Fac 818.81.8.3895 2012 ARCHITECTURAL: COMMENTS: STOREFRONT: COMMENTS: ELECTRICAL: COMMENTS: ®6" °d L..rawraoaa ,Iaw 1 CONTRACTS GC GC 1 STOREFRONT FRAMING GC GC 1 ELECTRICAL PERMITS GC GC 2 BUILDING PERMIT GC GC 2 STOREFRONT GYPSUM BOARD/SHEATHING GC GC USE WATER RESISTANT GYP TYPE'X' 2 MAIN DISTRIBUTION PANEL (E) (E) GC TO FIELD VERIFY 3 GENERAL REQUIREMENTS GC GC STONE VENEER-HONED AT CURBS,WALLS SEE SHEET A210&A400.GC TO VERIFY 3 MAIN SERVICE CONDUIT (E) (E) GC TO FIELD VERIFY �r�' 4 BARRICADE GC GC 3 &SOFFIT PRE-FAB CORNERS T GC STONE SPECIFICATION WITH OWNER 4 MAIN SERVICE WIRING TO LEASED SPACE (E) (E) GC TO FIELD VERIFY EXISTING CONDITIONS �a 2.r4;'S 5 DEMOLITION GC GC AS REQUIRED-SEE A100&A101 4 FLOOR PREP REQ'D FOR ENTRY TRANSITION GC GC 5 DISTRIBUTION PANEL IN SPACE (E) (E) 6 FLOOR LEVELING/MINOR FLOOR PREP GC GC 5 STONE TILE FLOORING-12"x12"HONED T GC SEE SHEET A400-COORD.SPEC W/OWNER 6 METER (E) (E) GC TO PROVIDE NEW IF REQUIRED � 7 MAJOR FLOOR PREPARATION GC GC SEE FINISH PLAN FOR REQUIREMENTS 6 STONE TILE FLOORING-NON STANDARD GC GC SEE SHEET A400 FOR MORE INFO 7 TRANSFORMER Bl R31�. CALIFOR�L4 (E) (E) GC TO FIELD VERIFY No. 4610 8 CONCRETE GC GC CUTTING/PATCHING/SLAB INFILL 7 MOSAIC TILE INSET AT STONE FLOORING T GC GC TO PROVIDE REPAIR KIT 8 SALES FLOOR LIGHT FIXTURES T GC d rfl 9 METAL FRAMING AT DEMISING WALL (E) (E) 8 PATCH AND REPAIR OF(E)MALL TILE GC GC GC TO PROVIDE NEW FINISH AS REQUIRED 9 CHANDELIERS AT SALES AND TOILET RM T GC 4 Or 0 10 GYPSUM BOARD AT DEMISING WALL GC GC NEW/PATCH/REPAIR AS REQUIRED 9 WOOD PANELING,MOULDINGS,AND CROWN FC GC 10 COVE LIGHTING T GC 1' 11 METAL FRAMING AT INTERIOR PARTITIONS GC GC 10 WROUGHT IRON SCROLL WORK IC GC GC TO PROVIDE FIELD DIMENSIONS TO I.C. 11 BACK OF HOUSE LIGHTING T GC 12 GYPSUM BOARD AT INTERIOR PARTITIONS GC GC 11 TRANSOM SIGN SC GC 12 LAMPS FOR ALL FIXTURES T GC CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED 13 UNISTRUT/STEEL ANGLES,SECONDARY GC GC WHERE REQUIRED BY LANDLORD 12 STOREFRONT GLAZING GC GC 13 EXIT LIGHTING T GC "CONSTRUCTION SET"HEREIN FRAMING AT STRUCTURE 13 ILLUMINATED SIGNAGE(WHERE SHOWN) SC GC SEE SHEET A210 14 EMERGENCY LIGHTING T GC 14 CEILING AND SOFFIT METAL FRAMING GC GC 14 NON-ILLUMINATED BLADE SIGN T GC SEE SHEET A210 15 SIGN CONDUIT AND WIRING GC GC ISSUE DATE: 15 CEILING AND SOFFIT GYPSUM BOARD GC GC 15 ILLUMINATED BLADE SIGN(WHERE SHOWN) SC GC SEE SHEET A210 16 OUTLETS AND SWITCHES GC GC 16 BARREL VAULT METAL FRAMING (E) (E) 16 SIGN PERMITS(WHERE REQUIRED) SC SC 17 POWER FOR WATER HEATER GC GC ISSUED FOR: DATE 17 BARREL VAULT GYPSUM BOARD (E) (E) 17 SOFFIT DISPLAY TRACK WITH CLIPS GC GC 18 GENERAL CONDUIT AND WIRING GC GC FINAL LL REVIEW 05/07/2015 18 DOORS AND FRAMES GC GC 18 GLAZING FILM(WHERE REQUIRED) GC GC FOR EXTERIOR STORES ONLY 19 TELEPHONE CONDUIT TO LEASE SPACE (E) (E) GC TO FIELD VERIFY EXISTING CONDITIONS BID/ PERMIT SET 05/26/2015 GC TO COORDINATE CYLINDERS AND KEYIN 19 ALUMINUM STOREFRONT WINDOWS GC GC FOR EXTERIOR STORES ONLY 20 TELEPHONE WIRING TO LEASE SPACE GC GC GC TO FIELD VERIFY EXISTING CONDITIONS 19 HARDWARE GC GC WITH TENANT AND LANDLORD20ALUMINUM STOREFRONT DOORS GC GC FOR EXTERIOR STORES ONLY 21 TEL.CONDUIT W/PULL STRING&J-BOXES GC GC 20 WOOD FLOORING AND MASTIC T GC 21 KEYSTONE(WHERE SHOWN) T GC FOR INTERIOR STORES ONLY 22 TELEPHONE EQUIPMENT T T 21 MOSAIC TILE INSET AT ENTRY T GC 22 MOSAIC PATTERN WALL(WHERE SHOWN) T GC 23 AUDIONIDEO SYSTEM T GC No. REVISION ISSUES DATE 22 WOOD BASE FC GC 24 TELEVISIONS AT BACKWRAP FC GC BY FIXTURE CONTRACTOR-WHERE SHOWN Q 23 RUBBER BASE GC GC 25 TEMPORARY UTILITIES CHARGES GC GC Q 24 VINYL COMPOSITION TILE FLOORING GC GC Q 25 CE RAMICTILEWAINSCOT GC GC FIXTURES: MECHANICAL: 0 26 CERAMIC TILE BASE AND FLOOR GC GC Q 27 WATER PROOF BARRIER GC GC AT TOILET ROOM AND WET AREAS 1 I PERIMETER COLUMNS FC GC 1 HVAC PERMITS GC GC Q 28 PAINTING GC GC 2 PERIMETER BUNKERS FC GC 2 HVAC UNIT (E) (E) 29 FAUX PAINTING AT WALLS T T GC TO PROVIDE SCAFFOLD AND LADDERS 3 PERIMETER SHELVING(INCLUDING GLASS) FC GC 3 HVAC DUCTWORK (E) (E) 30 FAUX PAINTING AT BARREL VAULT T T GC TO PROVIDE SCAFFOLD AND LADDERS 4 PERIMETER SHELF LIGHTING T GC 4 EXHAUST FANS AND VENTS (E) (E) 31 GRAPHICS T GC 5 LAMPS FOR PERIMETER SHELF LIGHTING T GC 5 SUPPLY AND RETURN REGISTERS (E) (E) GC TO VERIFY EXISTING CONDITIONS 32 MISC.FINISH CARPENTRY FC GC 6 CUT OUTS FOR SHELF LIGHTING WIRING FC GC 6 TOILET EXHAUST AND DUCTWORK (E) (E) 33 MISC.GLAZING AND MIRROS GC GC v 7 BUILT IN DOWNLIGHT AT PERIMETER FIXTS T GC 7 EXTEND OUTSIDE AIR TO LEASE SPACE (E) (E) GC TO VERIFY EXISTING CONDITIONS = 34 TOILET ROOM VANITY (E) (E) EXISTING-GC TO FIELD VERIFY 8 LAMPS FOR BUILT IN LIGHTING T GC 8 CHILLED WATER PIPING TO LEASE SPACE (E) (E) GC TO EXTEND AS REQUIRED,VERIFY(E) 35 TOILET ROOM ACCESSORIES (E) (E) EXISTING-GC TO FIELD VERIFY 9 CASHWRAP FC GC 9 TESTING,BALANCE AND CERTIFICATION GC GC HVAC SYSTEM h ton (E) (E) 36 TOWEL DISPENSER (E) (E) EXISTING-GC TO FIELD VERIFY 10 BACKWRAP(WHERE SHOWN) FC GC 10 WARRANTIES AND MANUALS g 37 MIRROR (E) (E) EXISTING-GC TO FIELD VERIFY 11 MISC.FINISH WOOD FOR LOOSE FIXTURES T T 11 STORE STAFF TRAINING OF HVAC SYSTEM (E) (E) 38 STOCKROOM ROLLING SHELVING (E) (E) GC TO PROVIDE NEW IF REQUIRED 12 MISC.WROUGHT IRON FOR LOOSE FIXTS T T 39 SHELVES&STANDARDS IN MGR'S DESK (E) (E) GC TO PROVIDE NEW IF REQUIRED 13 SAW-CUT/CORE-DRILL FOR CASHWRAP GC GC 40 BACKROOM CABINETS (E) (E) EXISTING-GC TO FIELD VERIFY 14 BLOCKING FOR FIXTURES GC GC 41 COUNTER AND OVERHEAD CABINETS (E) (E) EXISTING-GC TO FIELD VERIFY 15 POWER FOR FIXTURES GC GC WASHINGTON SQUARE 42 SAFE (E) (E) EXISTING-GC TO FIELD VERIFY 43 BULLETIN BOARD (E) (E) EXISTING-GC TO FIELD VERIFY NON 9585 S.W. WASHINGTON SQUARE RD 44 PEG BOARD AND PEGS (E) (E) EXISTING-GC TO FIELD VERIFY ALL WORK SHOWN BY FS SHALL BE DESIGN SPACE # G13 ILD.GC SSCHEDULE& 45 REFRIGERATOR (E) (E) EXISTING-GC TO FIELD VERIFY FIRE PROTECTION: ALL WORK ASALL PART OF BASE BCDOORDINATE PLUMBING: PORTLAND, OR 97223 46 MICROWAVE (E) (E) EXISTING-GC TO FIELD VERIFY 1 SPRINKLER MAIN TO LEASE SPACE (E) (E) EXISTING-GC TO FIELD VERIFY 1 PLUMBING PERMITS GC GC 47 WATER FILTER (E) (E) EXISTING-GC TO FIELD VERIFY 2 FIRE SPRINKLER DRAWINGS FS FS 2 WATER LINE TO LEASE SPACE (E) (E) EXISTING-GC TO FIELD VERIFY PROJECT NUMBER: BG 1414 00 ._........__....... _ _.._ _........—. 48 BROOM RACK (E) (E) EXISTING-GC TO FIELD VERIFY 3 FIRE SPRINKLER PERMIT FS FS 3 WASTE LINE TO LEASE SPACE (E) (E) EXISTING-GC TO FIELD VERIFY 49 MISCELLANEOUS FURNISHINGS (E) (E) EXISTING-GC TO FIELD VERIFY 4 DEMOLITION OF FIRE SPRINKLERS FS FS GC TO DEMO AS REQUIRED 4 VENT LINE TO LEASE SPACE (E) (E) EXISTING-GC TO FIELD VERIFY LDA BG1414 RevitCD.rvt 50 TOILET ROOM DECORATIVE WALL 5 MODIFICATION OF FIRE SPRINKLERS FS FS GC TO MODIFY AS REQUIRED 5 PLUMBING ROUGH IN FOR FIXTURES (E) (E) ACCESSORIES (E) (E) EXISTING-GC TO FIELD VERIFY Checked By Scale: 6 NEW FIRE SPRINKLERS AS REQUIRED FS FS 6 CUTTING/PATCHING REQ'D FOR ROUGH IN (E) (E) RB 1/4" = 1'-0" 7 CONCEALED HEADS FS FS AT STOREFRONT,SALES&VAULT 7 VANITY AT TOILET (E) (E) EXISTING-GC TO FIELD VERIFY Project Mgr. 8 UPRIGHT HEADS FS FS AT EXPOSED STRUCTURE(STOCKROOM) 8 SINK AT TOILET (E) (E) EXISTING-GC TO FIELD VERIFY RYM 9 FIRE EXTINGUISHERS GC GC 9 FAUCET IN BATHROOM (E) (E) EXISTING-GC TO FIELD VERIFY Title: 10 PATCH/REPAIR OF FIREPROOFING AT STEEL GC GC GC TO MAINTAIN(E)FIRE-RATING 10 SERVICE BASE AND UPPER CABINET (E) (E) RESPONSIBILITY 11 INSPECTION,TESTING&CERTIFICATION FS FS FIRE SPRINKLER SYSTEM 11 SERVICE SINK(MOP SINK) (E) (E) 12 FIRE ALARM SYSTEM(WHERE REQUIRED) GC GC PER LL TENANT CRITERIA 12 FAUCET AT SERVICE SINK (E) (E) SCHEDULE 13 SMOKE EVACUATION SYSTEM GC GC WHERE REQUIRED,SEE LL TENANT CRITERIA 13 WATER FILTER AT SERVICE SINK (E) (E) 14 WATER CLOSET (E) (E) EXISTING-GC TO FIELD VERIFY 15 FLOOR DRAIN (E) (E) 16 MISC.PIPING,FITTINGS AND VALVES (E) (E) 17 WATER HEATER (E) (E) EXISTING-GC TO FIELD VERIFY Sheet No. GENERAL NOTES FIRE DEPARTMENT NOTES FIXTURE INSTALLATION NOTES 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT,THE APPLICATION SHALL SPRINKLER AND FIRE ALARM PLANS SHALL BE SUBMITTED AND APPROVED 1. WORK DESCRIPTION OF PROJECT 7. QUALITY ASSURANCE HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE BY LOCAL GOVERNING AUTHORITY PRIOR TO COMMENCEMENT OF WORK COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE UNDER SEPARATE PERMIT. A. BRIEF DESCRIPTION OF PROJECT A. INSTALLER QUALIFICATIONS: EXPERIENCED IN PRODUCING CABINETS 18. WASHERS: PROVIDE WASHERS UNDER HEAD AND NUT OF ALL BOLTS.LOCAL LABOR CODE. 1. INSTALLATION OF PERIMETER AND LOOSE STORE FIXTURES. AND FIXTURES EQUIVALENT TO SPECIFIED STANDARDS AND QUALIFIED WHEN INDICATED ON DRAWINGS, PROVIDE STEEL PLATE WASHERS, 1. FIRE PROTECTION SYSTEMTO OBTAIN CERTIFICATIONS BY ARCHITECTURAL WOODWORK INSTITUTE OTHERWISE, PROVIDE STANDARD STEEL CUT WASHERS. 2. AFTER OBTAINING BUILDING PERMIT AND BEFORE COMMENCING WITH THE CONTRACTOR SHALL USE ONLY MATERIALS AND FINISHES (AWI) WORK,THE GENERAL CONTRACTOR SHALL SHOW EVIDENCE OF ALL THE A CONTRACTOR TO PROVIDE A COMPLETE FIRE PROTECTION OUTLINED ON DRAWINGS AND SPECIFICATIONS. 19. SCREWS: BORE HOLE FOR SCREW TO SAME SIZE AND DEPTH OF SHANK, SPRINKLER SYSTEM FOR ALL AREAS OF THE SPACEDRAWINGS B. SOURCE QUALITY CONTROL THEN CONTINUE HOLE TO DEPTH EQUAL TO LENGTH OF SCREW WITH . INSURANCE REQUIREMENTS, 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL MATERIALS, SHALL BE PREPARED BY THE SPRINKLER CONTRACTOR AND HE SHALL DIAMETER OF HOLE SAME E ROOT DIAMETER OF SCREW. DRIVE WITH Linane/brews Architects EQUIPMENT,AND SYSTEMS BE INSTALLED COMPLETE FOR THEIR 1. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORD WITH 3. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED BE RESPONSIBLE FOR COMPLIANCE WITH THE LOCAL AND STATE SCREWDRIVER(NOT HAMMER)TO PENETRATION OF 2/3 SCREW LENGTH, 3500 West Burbank Boulevard,Burbank,CA 91505 LAWS GOVERNING FIRE RATING AND/OR INSPECTION BUREAU, N.F.P.A. INTENDED FUNCTION IN THE COMPLETED WORK. REFERENCED AWI QUALITY STANDARDS. OR 8 DIAMETERS INTO FAR TIMBER. GOVERNING AGENCIES BEFORE BUILDINGS ARE OCCUPIED. e1e.972.5080 Fax:81e.e4e.3895 AND INSURANCE ASSOCIATIONS. PREPARE SHOP DRAWINGS AND B. CONTRACTOR'S DUTIES 2. INSTALL CABINETS AND FIXTURES IN ACCORD WITH THE STANDARDS C Co ht:2012 Linane brews Architects,Incorporated 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS OBTAIN APPROVAL FROM ALL AUTHORITIES. CONTRACTOR TO VISIT INCLUDED IN THE LATEST EDITION OF THE MANUAL OF MILLWORK OF 20. CERTAIN PORTIONS OF THE WORK INTENDED TO REFLECT THE O PYri9 rpo ed AND LICENSES AND PAY REQUIRED FEES. THE JOB SITE TO ASCERTAIN THE EXTENT AND LOCATION OF ALL 1. EXCEPT AS SPECIFICALLY NOTED, PROVIDE AND PAY FOR: THE WOODWORK INSTITUTE IN THE GRADE OR GRADES OF SPECIFIED CHARACTER OF AN ARCHITECTURAL PERIOD OR"THEME". THE INTENT Ail rights reserved 5. CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS EXISTING SPRINKLER DROP LOCATIONS(IF ANY), RELOCATE AND/OR A. LABOR, MATERIALS (EXCEPT THOSE PROVIDED BY OWNER)AND OR INDICATED ON THE DRAWINGS. OF THE CONTRACT DOCUMENTS IS TO REPRODUCE SUCH WORK ADD SPRINKLER HEADS AS REQUIRED TO PROVIDE A COMPLETE ACCURATELY,WITHIN PRACTICAL LIMITS. (SHOPPING CENTER CRITERIA),AND SHALL BE RESPONSIBLE FOR EQUIPMENT. C. FOR SELECTING MATERIALS AND FOR THEIR ACTUAL CUTTING, FITTING, APPROVED SYSTEM. COMPLIANCE WITH SAME. CONTRACTOR SHALL INVESTIGATE LOCAL ASSEMBLING AND INSTALLING. 21. WHERE TOPS ARE TO BE JOINTED IN THE FIELD, METHOD OF JOINTING CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. B. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. SHALL BE AS INDICATED ON APPROVED SHOP DRAWINGS AND/OR B. CONTRACTOR SHALL USE MALL DESIGNATED FIRE SPRINKLER 1. USE ARTISANS WHO ARE THOROUGHLY SKILLED IN THE VARIOUS INSTALLATION DETAILS. 6. CONTRACTOR SHALL MEET WITH LANDLORD'S REPRESENTATIVE BEFORE CONTRACTOR. COORDINATE WITH MALL REPRESENTATIVE. C. PROVIDE ALL WATER, HEAT, POWER AND UTILITIES REQUIRED FOR CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED cs§; CONSTRUCTION COMMENCES. INSTALLATION. REQUIREMENTS. 22. FOR UNITS OF SECTIONAL CONSTRUCTION: C. ALL SPRINKLER HEAD LOCATIONS AND ALL FEEDER PIPE LOCATIONS D. OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER 2. PROVIDE THE SERVICES OF A COMPETENT FOREMAN OR SUPERVISOR A. ACCURATELY FIT AND ALIGN THE SEPARATE PARTS. j DRE`r S 7. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MUST BE COORDINATED WITH THE ARCHITECT PRIOR TO BEGINNING EXECUTION AND COMPLETION OF WORK. WHO SHALL BE AVAILABLE AT ALL TIMES DURING PROGRESS OF THE s MECHANICAL. WORK. PROVIDE ARCHITECT WITH SHOP DRAWINGS. SPRINKLER HEAD 23. SCRIBE MEMBERS: COVERS TO BE FACTORY APPLIED,WHITE AS SPECIFIED. 2. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES. WORK OF THIS SECTION WITHIN THE SUBCONTRACTOR'S ya m 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE ORGANIZATION FOR MATTERS IN CONNECTION WITH THE WORK OF A. PROVIDE SUFFICIENT ADDITIONAL MATERIAL TO PERMIT SCRIBING TO Bt:ti3., CALIFORNIA OVER SCALED DRAWINGS. D. PROVIDE FIRE SPRINKLER SHOP DRAWINGS FOR LANDLORD 3. SECURE AND PAY FOR AS NECESSARY FOR PROPER EXECUTION AND THIS SECTION. WALLS, FLOORS,AND RELATED WORK. No.4610 9. A COPY OF LANDLORD'S FINAL APPROVED PLANS MUST BE ON SITE APPROVAL. COMPLETION WORK. ALL PERMITS AND INSPECTIONS WHICH ARE CUSTOMARILY SECURED AFTER THE START OF CONSTRUCTION AND 8. INSPECTION 24. PROVIDE ADEQUATE ALLOWANCE FOR SHRINKAGE OCCURRING AFTER �+ " DURING CONSTRUCTION. E. SPRINKLER HEADS: REFER TO SPECIFICATIONS SHT. A040 DIV. 15 WHICH ARE APPLICABLE AT TIME OF RECEIPT OF BIDS. A. EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT INSTALLATION. � �� !`^, 10. INSPECT SITE,VERIFY FIELD DIMENSIONS BEFORE COMMENCING 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING EXECUTION, PERMANENCE AND QUALITY OF WORK. A. ASSEMBLE WITH BOLTED AND SCREWED CONNECTIONS, SECURING TO 03 CONSTRUCTION. NOTIFY ARCHITECT AND LANDLORD IMMEDIATELY IF CODE REQUIREMENTS. 4. COMPLY WITH LAWS, CODES,ORDINANCES, RULES, REGULATIONS, THERE ARE ANY SIGNIFICANT DISCREPANCIES. ORDERS,AND OTHER LEGAL REQUIREMENTS UL PUBLIC OR B. CORRECT UNSATISFACTORY CONDITIONS BEFORE PROCEEDING WITH STRUCTURAL BACKINGS WITH CINCH ANCHORS, EXPANSION SCREW, OR 11. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, QUASI-PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF THE WORK. TOGGLE BOLTS AS APPROPRIATE FOR THE ANCHORAGE CONDITION. CONCRETE COLUMN OR GRID LINES AND FACE OF GYP. BD. UNLESS NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD WORK. C. VERIFY THAT AWI COMPLIANCE LABELS ARE AFFIXED TO CABINET AND B. MORTISE-AND-TENON ALL RAILS AND STILES, NEATLY MITER AND CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED OTHERWISE NOTED OR DETAILED. INSPECTOR. 5. ASSUME FULL RESPONSIBILITY FOR PROTECTIQN AND SAFEKEEPING FIXTURE ITEMS. MEMBER THROUGHOUT. MAKE BUTT JOINTS FLUSH AND SMOOTH,AND "CONSTRUCTION SET" HEREIN 4. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF: FOR PRODUCTS STORED ON PREMISES. MAKE UP PERMANENT JOINTS WITH WATER-RESISTANT GLUE. 12. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR, SUCH AS 9. INSTALLATION GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC.,THEY SHALL CLASS II AT EXIST WAYS CLASS III AT ALL OTHER AREAS SMOKE DENSITY 2. COORDINATION 25. ASSEMBLE FIXTURES WITHOUT FACE SCREWS OR NAILS, EXCEPT AS BE PAINTED TO MATCH THE ADJACENT SURFACE AND AS DIRECTED BY SHALL BE NO GREATER THAN 450 WHEN TESTED IN ALLOWANCE WITH 1. INSTALL ALL WORK UNDER THE DIRECT SUPERVISION OF A TECHNICIAN NEEDED TO ATTACH TRIM. THE ARCHITECT. LOCAL BUILDING CODE. PROPERLY COORDINATE ALL PHASES OF THE WORK TO AVOID DELAYS, TRAINED IN THE FIELD ASSEMBLY, FITTING AND INSTALLATION OF ISSUE DATE: ERRORS, OMISSIONS AND DAMAGE TO ANY PART OF THE WORK OR ARCHITECTURAL CASEWORK AND FIXTURES. A. COUNTERSINK FACE NAILS AND FACE SCREWS, FILL WITH PLASTIC WOOD OR WOOD PLUGS, SAND SMOOTH,AND TOUCH UP TO BE NEARLY ISSUED FOR: DATE 13. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND 5. GENERAL CONTRACTOR SHALL VERIFY,COORDINATE AND/OR INSTALL EXISTING CONSTRUCTION. 2. SCRIBE CASEWORK AND CABINETS TO WALLS AND ABUTTING FEATURES INVISIBLE. ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED 3. CUTTING AND PATCHING AND SURFACES. NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED PER LANDLORD AND CITY. B. COUNTERSINK THE HEADS OF ALL SCREWS IN EVERY SURFACE. FINAL LL REVIEW 05/07/2015 OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS A. BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING OF THE 3. SECURELY ATTACH WORK TO BUILDING ELEMENTS IN ACCORD WITH CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF A. THE LANDLORD WILL PROVIDE A CONNECTION LOCATION FOR EACH WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT APPROVED SHOP DRAWINGS AND/OR INSTALLATION DETAILS. PROVIDE 26. CUT AND FIT THE WORK OF THIS SECTION AS NECESSARY TO CLEAR, BID / PERMIT SET 05/26/2015 OWNER. ALL ROOF PATCHING AND REPAIRS SHALL RETURN AREA TO TENANT TO RECEIVE A SIGNAL FROM THE MALL FIRE ALARM SYSTEM. TOGETHER PROPERLY AND DO NOT ENDANGER THE WORK OR ANY FASTENERS APPROPRIATE FOR CONDITION OF USE. RECEIVE, ENGAGE, OR SUPPORT OTHER PARTS OF THE WORK,AND AS WATER TIGHT CONDITION. ROOFING WORK SHALL BE COORDINATED WITH CONTRACTOR SHALL INSTALL CODE-REQUIRED MODULES, STROBES PART OF IT BY SUCH OPERATION. 4PROVIDE FIELD CUTTING AND FITTING IN FIXTURE WORK AS REQUIRED NEEDED FOR INTERFACE WITH ELECTRICAL, PLUMBING, OR OTHER . LANDLORD'S ROOFING CONTRACTOR AS PART OF G.C. SCOPE OF WORK. AND POWER SUPPLIES,WHICH ARE TO BE ACTIVATED UPON A MALL TO ACCOMMODATE ELECTRICAL WORK. UNITS. FIRE ALARM SIGNAL. 14. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS,VENTS, ETC., IN 4. REFERENCE STANDARDS AND SPECIFICATIONS 5. INSTALL ALL FINISH WORK USING CONCEALED FASTENERS TO FULLEST 27, AFTER INSTALLATION OF GLASS STOPS AT STOREFRONT, SEAL AND PUBLIC AREAS. B. THE LANDLORD WILL PROVIDE A CONNECTION LOCATION FOR EACH A. ALL WORK CALLED FOR UNDER THESE SPECIFICATIONS SHALL BE EXTENT POSSIBLE. CAULK ALL GLASS STOPS WHERE CUTTING OF GLASS STOPS OCCUR, TENANT TO RECEIVE AN AUDIO INPUT FROM THE MALL VOICE No. REVISION ISSUES DATE 15. GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY PERFORMED IN STRICT ACCORDANCE WITH THE DRAWINGS LISTED. NO PAINT AND SEAL EXPOSED WOOD PRIOR TO INSTALLATION. GLAZING EVACUATION SYSTEM. CONTRACTOR SHALL PROVIDE SPEAKERS 6. WHERE SURFACE NAILING IS UNAVOIDABLE, SET NAIL HEADS OTHER CONTRACTORS, DISCREPANCIES, IF ANY,SHOULD BE BROUGHT TO DEVIATION OR CHANGES IN THE WORK SHALL BE MADE WITHOUT CONTRACTOR TO PROVIDE AND INSTALL ALL CAULK AND SEALANT AT WITHIN THE LEASED PREMISE TO PROVIDE CODE REQUIRED WRITTEN CONSENT AND APPROVAL OF OWNER. APPROXIMATELY 3132 INCHES BELOW SURFACE. FILL HOLES SAND GLASS STOPS. COLOR TO MATCH STOPS. THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE AUDIBILITY. SMOOTH STAIN AND SEAL OR PAINT AS REQ'D TO PROVIDE SMOOTH, ZL PROCEEDING WITH THE WORK. B. COMPLY WITH REFERENCED STANDARDS AND SPECIFICATIONS'LATEST EVEN FINISH. 28. PROVIDE ACCESS PANELS AS NEEDED FOR CONNECTION AND 16. SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR WITH THE C. CONTRACTOR SHALL PROVIDE BASE BUILDING COMPATIBLE STROBES REVISION IN EFFECT AT THE TIME THE BIDS ARE RECEIVED. MAINTENANCE OF UTILITIES. SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE WITH AND SPEAKERS AND ALL ASSOCIATED WIRING. FINAL CONNECTION TO 7. CUT JOINTS ACCURATELY TO A HAIR-LINE FIT. MITER EXTERNAL 2g. ANCHOR UNITS INTO POSITION,AND ANCHOR SECTIONAL UNITS THEMSELVES,GENERAL CONTRACTOR SHALL CONTACT ARCHITECT FOR LANDLORD'S SYSTEM WILL BE BY THE LANDLORD'S DESIGNATED C. DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON DRAWINGS CORNERS. COPE INTERNAL CORNERS. CLARIFICATION. CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL USE WHERE CASES ARE TO BE INSTALLED BETWEEN WALLS OR CABINETS. 8TOGETHER FIRMLY, IN ACCORD WITH THE APPROVED SHOP DRAWINGS Q MALL DESIGNATED FIRE ALARM CONTRACTOR. COORDINATE WITH ACTUAL FIELD MEASUREMENTS SHALL BE TAKEN BY GENERAL .A. PROVIDE ALL FINISH WORK FREE FROM OPEN JOINTS, HAMMER AND AND/OR INSTALLATION DETAILS. MALL REPRESENTATIVE. CONTRACTOR. NOTIFY OWNER'S REPRESENTATIVE IF ANY MACHINE MARKS AND OTHER SURFACE BLEMISHES. Q 17. NO SUBSTITUTIONS ARE PERMITTED WITHOUT OWNER'S WRITTEN DISCREPANCIES ARE FOUND. GENERAL CONTRACTOR IS RESPONSIBLE B. FILL, SAND SMOOTH ALL JOINTS TO AN INVISIBLE CONDITION PRIME 30. HARDWARE: APPROVAL. 6. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND FOR CORRECT DIMENSION AND FOR PROPERLY INSTALLING ALL WORK SURFACE FOR PAINT OR STAIN AND SEAL AS REQ'D. A. ADJUST ALL OPERATING HARDWARE FOR CORRECT ALIGNMENT AND 18. IF ANY CONFLICT APPEARS IN CONTRACT DOCUMENTS,CONTRACTOR INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING SHOWN ON DRAWINGS. OPERATION. SHALL NOTIFY THE ARCHITECT AND REQUEST CLARIFICATION. INSPECTOR PRIOR TO INSTALLATION. C. ALL PAINT TO BE SPRAYED ON. NO BRUSHING WILL BE ALLOWED. 7. PROVIDE FIRE DAMPER WITH FUSIBLE LOUVER WHEREVER DUCT WORK 5. PRODUCT HANDLING AND PROTECTION MIXING PAINT AND PAINTING MATERIALS WILL BE PER B. ADJUST HARDWARE IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY MANUFACTURERS SPECIFICATIONS. ALL HORIZONTAL AND VERTICAL ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT PENETRATES 1-HR, CEILING OR WALL, UNLESS OTHERWISE NOTED. A. RECEIVE INVENTORY AND STORE MATERIALS AND EQUIPMENT AT THE TRIM SHALL BE SPRAYED AS REQUIRED TO ENSURE A CONSISTENT C. IDENTIFY KEYS FOR LOCKING HARDWARE,AND DELIVER KEYS TO FIXTURES AND ANY OTHER SUCH MATERIAL(S)TO BE UTILIZED ON THIS 8. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE JOB SITE IN SUCH A MANNER AS TO PREVENT THE INTRUSIONS OF SEAMLESS PAINT FINISH. OWNER. PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IN FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. FOREIGN MATTER OR MOISTURE AND TO PREVENT DAMAGE. 9. SCRIBE FIXED UNITS TO WALL, FLOOR AND OTHER SURFACES AS 10. ADJUST AND CLEAN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED APPROPRIATE WITH NOT MORE THAN 1/32 INCHES CLEAR BETWEEN THE ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT 9. DURING CONSTRUCTION THE GENERAL CONTRACTOR IS TO PROVIDE A B. PROTECT ALL FINISHED SURFACES. A. CLEAN ALL SURFACES, REMOVE DUST, STAINS,AND DIRT. RECEIVED BY THE OWNER,THE CONTRACTOR ACCEPTS RESPONSIBILITY PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A C. INSTALLER TO BE FINANCIALLY RESPONSIBLE FOR ANY LOST ITEMS. IT CABINET OR FIXTURE AND THE ABUTTING PERMANENT SURFACE,AND FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WITHIN(75 FT.)FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE WITH NO CHANGE OF CLEARANCE IN EXCESS OF .01 IN ANY 4 INCHES. B. SURFACES WHICH ARE DAMAGED, STAINED,DISTORTED OR OTHERWISE WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO BUILDING ON EACH FLOOR. SHALL BE HIS RESPONSIBILITY TO NOTIFY OWNER AND FIXTURE CASH WRAP UNIT TO BE SCRIBED TO WALL. DISFIGURED, SHALL BE REPAIRED, REFINISHED OR REPLACED AS ton CONTRACTOR FOR REPLACEMENTS AND ENSURE TIMELY ARRIVAL DIRECTED BY ARCHITECT AND/OR OWNER.THE OWNER, INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO 10. DOORS OPENING INTO REQUIRED ONE HOUR FIRE RESISTIVE CORRIDORS PRIOR TO THE SCHEDULED TURNOVER DATE. 10. SET EACH UNIT SQUARE, LEVEL, PLUMB,AND PROPERLY ALIGNED J� V CREATE A HARDSHIP ON THE OWNER AND NOT DELAY PROGRESS OF THE SHALL BE PROTECTED WITH SMOKE OR DRAFT STOP FIRE ASSEMBLY WITHIN A TOLERANCE OF ONE IN 1000 VERTICALLY,ONE IN 1000 C. REPAIR WORK WHEN AUTHORIZED BY ARCHITECT AND/OR OWNER, IIIJJJ WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. HAVING A 20 MINUTE FIRE RATING WITH SELF-CLOSERS. D. IT SHALL ALSO BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY THE HORIZONTALLY,AND 1/4 INCH FROM DESIGNATED PLAN LOCATION FOR SHALL MATCH ORIGINAL WORK IN EVERY ASPECT. 20. MECHANICAL CONTRACTOR SHALL VERIFY EXACT DIMENSIONS WITH 11. MECHANICAL DUCT AND PIPE SHAFTS SHALL BE OF ONE HOUR FIRE OWNER AND FIXTURE CONTRACTOR IN WRITING FOR ITEMS MISSING FREESTANDING WORK.FROM THE BILL OF LADING (PACKING LIST)NO LATER THAN ONE (1)DAY D. COMPLETION OF THIS PROJECT SHALL MEAN TURNING OVER THIS JOB EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY RESISTANT CONSTRUCTION, INCLUDING TOP AND BOTTOM OF AFTER A DELIVERY11. SEAMS IN WOOD PANELS TO BE TIGHT WITH NO OPEN JOINTS. FILL, CLEAN AND READY FOR STOCKING AND OPERATING TO OWNER'S . ALL SIZES AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND ENCLOSURES. SAND, STAIN,AND SEAL AS REQUIRED FOR SMOOTH AND EVEN SATISFACTION. VERIFY DISCREPANCIES WITH ARCHITECT FOR CLARIFICATION. E. DO NOT ACCEPT CABINETS AND FIXTURE MATERIALS OR PRODUCTS TO TRANSITION. SEAM TO BE FLUSH AND INVISIBLE. 12. PATCH AND REPAIR EXISTING FIREPROOFING OF STRUCTURAL COLUMNS, PROJECT UNTIL CONCRETE AND PLASTER WORK HAS BEEN 11. WORKMANSHIP 21. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING, COPING BEAMS AND CEILINGS, ETC.,AS REQUIRED BY LANDLORD OR CITY. COMPLETED,AND 1S DRY,AND BUILDING INTERIOR HAS ATTAINED A 12. WOOD PANELS LESS THAN 8 FEET WIDE TO HAVE NO VERTICAL JOINTS. A. ERECT MEMBERS STRAIGHT AND PLUMB,AND WITH CUTS ACCURATELY WASHINGTON SQUARE AND EXPANSION JOINTS SHALL BE WATERPROOF. MAINTAIN EXISTING FIRE RATING. RELATIVE HUMIDITY OF 50%TO 55%AT 70 DEGREES F. 13, NAILING: MADE FOR FULL BEARING OF MEMBERS EXCEPT WHERE OTHERWISE 22. CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND OTHER INDICATED ON DRAWINGS. SET MEMBERS CROWN-UP. ACCURATELY OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, 13, ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AND BE A. WHERE NAILING HAS TENDENCY TO SPLIT WOOD, DRILL PILOT HOLES WITHIN 1-HR. CONSTRUCTION. F. DO NOT ACCEPT PRODUCTS OR COMPONENTS WHICH REQUIRE FITTING SLIGHTLY SMALLER THAN DIAMETER OF SHANK OF NAIL BEING USED. SPACE MEMBERS AND SECURELY NAIL, SCREW, BOLT, BRIDGE, BLOCK 9585 S.W. WASHINGTON SQUARE RD GASKETED, OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. TO STRUCTURAL ELEMENTS OR INTO FINISHED SPACES UNTIL AND TRUSS AS DETAILED OR REQUIRED TO PRODUCE A RIGID 23. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUITS, 14. ALL NOISE BARRIER BATTS(SOUND INSULATION)SHALL BE DIMENSIONS HAVE BEEN VERIFIED AT THE SITE. B. REMOVE AND REPLACE STRUCTURAL MEMBERS WHICH HAVE BEEN STRUCTURE. SPACE # G13 NON-COMBUSTIBLE. SPLIT OR OTHERWISE MATERIALLY DAMAGED. PORTLAND, OR 97223 OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING G. PROVIDE ADDITIONAL PROTECTION AS NEEDED TO ASSURE THAT THE 14. PROVIDE NAILING FOR STRUCTURAL CONNECTIONS AS INDICATED ON 1 EXCEPTION:WHERE STRUCTURES,OR PORTIONS OF STRUCTURES WALLS WITH THERMAL AND ACOUSTIC INSULATION. 15. NOTIFY LANDLORD 24 HRS. IN ADVANCE FOR SPRINKLER DRAIN DOWN. WORK OF THIS SECTION REMAINS UNDAMAGED DURING INSTALLATION DRAWINGS. PROVIDE NAILING OF APPROVED SIZES AND TYPES,AND OF ARE INDICATED ON DRAWINGS TO BE CONSTRUCTED OUT-OF-PLUMB, 24. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND PROVIDE FIRE WATCH WHILE SYSTEM IS DOWN. AND THE TIME BETWEEN COMPLETION OF INSTALLATION AND ACTUAL SUFFICIENT SIZE TO DRAW AND READILY SECURE MEMBERS IN PLACE. CONSTRUCT ACCORDING TO DETAILS ON DRAWINGS. B G 1414■�� ORDERLY CONDITION UPON THE CONCLUSION OF HIS WORK ON A DAILY 16. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR BE FLAME PROJECT COMPLETION, 15. USE FINISHING NAILS FOR EXPOSED FINISH MEMBERS. SET HEADS 12. ELECTRICAL COMPONENTS PROJECT NUMBER: BASIS. ALL WASTE,RUBBISH AND EXCESS MATERIALS SHALL BE PROOFED IN AN APPROVED MANNER. REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR 6. WORK INCLUDED(INSTALLATION ONLY) PUTTY,SAND SMOOTH, STAIN AND SEAL FOR INVISIBLE CONNECTION. A. GENERAL: PROVIDE MATERIALS COMPLYING WITH THE NATIONAL Drawn By File Name SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, 17. PROVIDE A SIGN OVER ENTRANCE DOORS STATING"THIS DOOR TO PREFINISHED CABINETS, SHOW CASES, DISPLAY RACKS, FIXTURES,AND 16. FRAMING ANCHORS: ELECTRIC CODE, NATIONAL BOARD OF FIRE UNDERWRITER'S INCLUDING OWNER FURNISHED ITEMS AND TRASH GENERATED BY REMAIN OPEN DURING BUSINESS HOURS" THE SIGN SHALL BE IN LETTERS A SIMILAR ITEMS OF THEMED CHARACTER DESIGN, INCLUDING, BUT NOT REQUIREMENTS,AND BEARING THE UL LABEL WHEN STANDARDS FOR LDA BG1414_RevitCD.nrt OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. NECESSARILY LIMITED TO THE FOLLOWING: A. PROVIDE FRAMING ANCHORS AS INDICATED ON DRAWINGS AND AS SUCH MATERIALS HAVE BEEN ESTABLISHED BY THE UNDERWRITER'S Checked By Scale: 18 REQUIRED TO COMPLETE WORK. FILL ALL HOLES WITH PROPER SIZE LABORATORIES, INC. 1, 25, SAFETY: ALL CONDUCT,WORK EQUIPMENT AND MATERIALS SHALL BE IN ALL REQUIRED EMERGENCY EXITS SHALL BE PROVIDED WITH EXIT SIGNS NAILS. FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS 1. METALS WHICH ARE PART OF CABINETS AND FIXTURES,AS SPECIFIED B. WIRING OF STORE FIXTURES AND LIGHTING UNITS SHALL BE DONE IN O" RB 12" = HAVING LETTERS SIX(6)INCHES HIGH AND 3/4"WIDE IN CONTRASTING IN THIS SECTION. ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODES Project Mgr. OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE COLORS. SEE PLANS FOR LOCATIONS. B. CONCEAL ALL FRAMING ANCHORS WITHIN FINISH WORK. IF THERE ISA AND REGULATIONS IN WHICH THE STORE IS LOCATED. RYM WORK. 2. GLASSWORK WHICH IS PART OF CABINETS AND FIXTURES,AS CONFLICT IN DETAIL OR INTENT,CONSULT ARCHITECT FOR ALTERNATE 19. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL SPECIFIED IN THIS SECTION. ANCHORAGE METHOD. 26. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. Title: ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO 3. HARDWARE WHICH IS PART OF CABINETS AND FIXTURES,AS SPECIFIED 17. BOLTS AND SCREWS: SUITE JOB CONDITIONS AND SHALL BE INCLUDED AS PART OF IN THIS SECTION. A. BOLTS: INSTALL BOLTS IN HOLES BORED WITH A BIT 1/32 INCHES GENERAL NOTES AND CONTRACTOR'S WORK LARGER THAN NORMAL DIAMETER OF BOLT. �( ' I 4. FINISH CARPENTRY AND MILLWORK. FIXTURE V RE 27. CONSULT MALL UTILITY PLANS AND STRUCTURAL DRAWINGS BEFORE 5. GROUNDS, BLOCKING AND BACKING. B. TIGHTEN BOLTS AND RETIGHTEN JUST PRIOR TO COVERING WITH CORE DRILLING CONCRETE SLAB. OTHER WORK. 28. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL 6. WALL PANELING. INSTALLATION NOTES CONTRACTORS. 7 FINAL ELECTRICAL CONNECTIONS BY ELECTRICAL SUBCONTRACTOR. 8. ALL PRIMER,TOUCH-UP AND FINISH STAINS,SEALERS,AND LAQUERS AS REQUIRED TO ENSURE A CONSISTENT SEAMLESS FINISH SURFACE INSTALLATION. Sheet No. DIVISION 0 - GENERAL AND SPECIAL CONDITIONS 15. BARRICADE AND PROTECTION 6. GALVANIZED INSULATION: 08700-HARDWARE GYPSUM WALLBOARD FINISH SHALL CONFORM TO REQUIREMENTS 00710-GENERAL CONDITIONS A. CONTRACTOR WILL ERECT OR MOVE EXISTING SOLID BARRICADE A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 1. SCOPE: OF"RECOMMENDED SPECIFICATION FOR LEVELS OF GYPSUM BOARD MIN.4'-0"OUT FROM THE MALL BASE LINE,WITHOUT OPENING OR FINISH"OF THE GYPSUM ASSOCIATION. PUBLICATION GA-214-07 1. GENERAL CONDITIONS OF THE CONTRACT: 7. WELDING: A. FURNISH ALL FINISH HARDWARE REQUIRED TO COMPLETE THE PASSAGE TO THE MALL,AND SHALL PROVIDE ADEQUATE WORK AS INDICATED ON THE DRAWINGS AND AS HEREIN SPECIFIED. A. GENERAL CONDITIONS OF THE CONTRACT, STANDARD FORM A-201, PROTECTION TO THAT PORTION OF THE MALL FLOOR ENCLOSED BY A. PERFORM ALL WELDING IN CONFORMANCE WITH AWS STANDARDS LEVEL 0: NO TAPING, FINISHING OR ACCESSORIES REQUIRED. PROVIDE ALL TRIM,ATTACHMENTS AND FASTENINGS SPECIFIED OR CURRENT EDITION, OF THE AMERICAN INSTITUTE OF ARCHITECTS, ARE THE CONSTRUCTION BARRICADE PRIOR TO START OF WORK. THE AWS D1.1 STRUCTURAL WELDING CODE HEREBY MADE PART OF THIS SPECIFICATION THE SAME AS IF BOUND CONTRACTOR MUST ALSO MEET WITH THE LANDLORD'S REQUIRED FOR PROPER AND COMPLETE INSTALLATION. INCLUDE LEVEL 1:ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE 1 HEREIN. THE GENERAL CONDITIONS, INCLUDING MODIFICATIONS AND REPRESENTATIVE AND CONSTRUCT THE BARRICADE IN DIVISION 6 - WOOD AND PLASTICS ALL HARDWARE UNDER THIS SECTION OF THE SPECIFICATIONS THATIS NOT SPECIFIED IN OTHER SECTION,WHETHER OR NOT SUCH EMBEDDED IN JOINT COMPOUND. SURFACE SHALL BE FREE OF SPECIAL CONDITIONS HEREIN SHALL BECOME A PART OF THE ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. ANY AND ALL 06200-CARPENTRY AND MILLWORK HARDWARE IS HEREIN SPECIFICALLY SCHEDULED. EXCESS JOINT COMPOUND, TOOL MARKS AND RIDGES ARE CONTRACT AND SHALL APPLY TO THE GENERAL CONTRACTOR AND ALL DAMAGE DONE TO MALL FLOORS WILL BE REPAIRED OR REPLACED ACCEPTABLE SUBCONTRACTORS. COPIES OF GENERAL CONDITIONS MAY BE AT THE TENANTS CONTRACTOR'S EXPENSE. DAMAGE IS TO 1. INCLUDED(BUT NOT LIMITED TO): 2. LOCK STRIKE: Linane/Drem Architects EXAMINED OR OBTAINED AT THE ARCHITECT'S OFFICE. INCLUDE ANY STAINING BY LIQUID AND FOOD STUFF. BARRICADE- LEVEL 2:ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE 3500 West Burbank Boulevard,Burbank,CA 91505 FIRE TREATED A. ROUGH CARPENTRY INCLUDING ALL WOOD STUDS; FURRING, A. ALL LOCK STRIKES SHALL BE BOXED,AND SHALL HAVE A CURVED LIP EMBEDDED IN JOINT COMPOUND AND WIPED WITH A JOINT KNIFE 818.972.5080 Fax 818.848.3895 BLOCKING, GROUNDS, ROUGH FRAMES,WOOD CURBS, BUCKS, OF SUFFICIENT LENGTH TO PROTECT THE TRIM AND/OR JAMB. LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS B. THE GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE APART OF ©Copyright:2012 Linane/Drew Archftects,Incorporated NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES AND SHALL APPLY TO THE WORK OF EVERY SECTION OR SUB-SECTION A rights reserved DIVISION 2 - SITE WORK AS DETAILED. 3. DOOR CLOSERS: SHALL BE COVERED WITH A COAT OF JOINT COMPOUND. TOOL OF THESE SPECIFICATIONS. B. WOOD DOORS AND FINISH FRAMES AS SCHEDULED. MARKS AND RIDGES ARE ACCEPTABLE. JOINT COMPOUND APPLIED 02050-DEMOLITION C. STOREFONT AS DETAILED. A. FURNISH DOOR CLOSER SIZES PER HARDWARE SCHEDULE. OVER THE BODY OF THE TAPE AT THE TIME OF TAPE EMBEDMENT DIVISION 1 - GENERAL REQUIREMENTS 1. SPACE PREPARATION: 4. KEYING AND MASTER KEYING: D. ROUGH HARDWARE. SHALL BE CONSIDERED A SEPARATE COAT OF JOINT COMPOUND 01100-SPECIAL SERVICES AND INFORMATION A. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE A. ALL KEYING SHALL BE DETERMINED AFTER A CONFERENCE WITH AND SHALL SATISFY THE CONDITIONS OF THIS LEVEL. E. INSTALLATION OF FINISH HARDWARE. 1. SCOPE: COST OF MAKING THE SPACE COMPLETELY READY FOR THE OWNER,AND THE KEYING SHALL BE DESIGNATED IN THIS � ## A. WORK OF THE CONTRACT INCLUDES FURNISHING OF ALL LABOR, NEW CONSTRUCTION TO BEGIN. THE OWNER SHALL F. INSTALLATION: CONTRACTOR'S HARDWARE SCHEDULE BY APPROPRIATE SET LEVEL 3:ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE d MATERIALS,APPLIANCES,TRANSPORTATION AND SERVICES REQUIRED NOT BE CHARGED EXTRA FOR ANY DEMOLITION OR INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, NUMBERS OPPOSITE THE RESPECTIVE DOORS. EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF FOR SATISFACTORY CONSTRUCTION OF THIS STORE. COSTS OF ANY KIND TO PREPARE THE SPACE FOR NEW PLUMB, LEVEL,TRUE AND JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. WORK. 5. DOOR HARDWARE: FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH " B. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EFFECT ALL 2. DEMOLITION AND PREPARATION J. STRAIGHT WITH NO DISTORTIONS, SHIM AS REQUIRED USING A. THE HAND LOCK SHALL BE AS INDICATED ON THE DRAWINGS. IF TWO SEPERATE COATS OF JOINT COMPOUND.ALL JOINT COMPOUND ALTERATIONS ADJUSTMENTS, ETC.TO DELIVER COMPLETE STORE REFER TO DEMOLITION SPECIFICATIONS AND NOTES ON A120 CONCEALED SHIMS. DOOR HAND IS CHANGED DURING CONSTRUCTION, CONTRACTOR SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. BURBA ifORlL1 INSTALLATION TO CONFORM TO CONTRACT DRAWINGS AND H. PREPARE WORK FOR FILED FINISHING; SAND SMOOTH AND SET SHALL MAKE NECESSARY CHANGES IN HARDWARE AT NO SPECIFICATIONS. DIVISION 3 - CONCRETEAILSAND No.�6io 03300-CAST-IN-PLACE CONCRETE EXPOSEDWOOD FILLER, SAND,AND LEAVE READYFOR SITE-APPLIED ASED ADDITIONAL EXPENSE TO THE OWNER. LEVEL D ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPERATE COATS OF C. THE OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURE WORK FINISHES. B. ALL DOOR HARDWARE SHALL BE IN COMPLIANCE WITH ADAAG JOINT COMPOUND OVER ALL FLAT JOINTS AND SEPERATE COAT OF fA ��'y OR TO USE PORTION OF THE CONSTRUCTION AREA AFTER SUBSTANTIAL 1. SCOPE: SECTION 4.13 FOR HANDICAPPED ACCESSIBLE DOOR HARDWARE JOINT COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER c COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO2. WORKMANSHIP: HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE A. NEW CONCRETE FLOOR SLAB AND PATCHWORK AS 6. FINISH OF HARDWARE: WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK. REQUIRED. A. AS PER WOODWORK INSTITUTION OF CALIFORNIA, LATEST EDITION. SEPERATE COATS F JOINT COMPOUND A. THE FINISH OF THE HARDWARE SHALL BE AS NOTED ON DOOR SHALL E SMOOTH OF TOOL MARKS AND RIDGE D. GENERAL CONTRACTOR SHALL MAINTAIN ONE SUPERINTENDENT ON CUSTOM GRADE(OR EQUAL). SITE AT ALL TIMES. SUPERINTENDENT SHALL WORK EXCLUSIVELY ON 2. MATERIALS: SCHEDULE 3. MATERIALS: LEVEL 5:ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED THIS PROJECT FROM START OF CONSTRUCTION THROUGH RECEIVING A. CEMENT: ASTM C-150, LOW ALKALI 7. HARDWARE LIST: OWNER'S ISSUE OF SUBSTANTIAL COMPLETION,AND WILL PROVIDE B. AGGREGATES:ASTM C-33 A. FRAMING LUMBER: SEE HARDWARE LIST ON DRAWINGS. EMBEDDED IN JOINT COMPOUND AND TWO SEPERATE COATS OF "CONSTRUCTION SET' HEREIN JOINT COMPOUND OVER ALL FLAT JOINTS AND OWNER WITH TELEPHONE, FACSIMILE,AND PAGER ACCESS 24 HOURS DOUG. FIR OR SOUTHERN PINE GRADED PER WCLIB GRADING PER DAY FOR DURATION OF PROJECT. C. MESH: ASTM A-185 RULES, NO. 16. 1970 ED. JOINT COMPOUND APPLIED OVER INTERIOR ANGGLES.LES. COAT OF FASTENER AS 08800 GLASS AND GLAZING HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE D. WATER: POTABLE B. CONSTRUCTION LUMBER: MITERED CORNERS SEPERATE COATS OF JOINT COMPOUND. A THIN SKIM COAT OF ISSUE DATE: 2. OCCUPANCY DURING CONSTRUCTION: "CONSTRUCTION"GRADE. JOINT COMPOUND TROWEL APPLIED, OR A MATERIAL A. THE ADJACENT STORES INTEND TO REMAIN IN BUSINESS THROUGHOUT 3. STRENGTH: MITERED CORNERS SHALL NOT EXCEED 1/8"GAP BETWEEN EACH PIECE. MANUFACTURERED ESPECIALLY FOR THIS PURPOSE AND APPLIED IN ISSUED FOR: DATE THE WORK. PROTECTION OF THE PUBLIC AND OF STORE EMPLOYEES A. 3,000 P.S.I. MINIMUM ORAS NOTED. C. ALL SILLS: EASED EDGES. POLISHED ALL EXPOSED EDGES TYPICAL. SILICONE GAPS ACCORDANCE WITH THE MANUFACTURERES RECOMENDATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.SUCH REDWOOD OR PRESSURE TREATED LUMBER. WHERE INDICATED. REFER TO DRAWIGNS FOR EXACT CORNER TYPE SHALL BE APPLIED TO THE ENTIRE SURFACE.THE SURFACE SHALL FINAL LL REVIEW 05/07/2015 PROTECTION SHALL BE ACCOMPLISHED BY TEMPORARY BARRICADES 4. CURING: D. FINISH WOOD: AND DETAILS CALLED OUT. BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. AND THE LIKE. A. KEEP WET NOT LESS THAN 24 HOURS: MOIST NOT LESS DOOR JAMBS AND TRIM. BUTT JOINT CORNERS BID / PERMIT SET 05/26/2015 3. PERMITS: THAN SEVEN (7)DAYS WITH PLASTIC FILM COVERING E. PLYWOOD: B. JOINT REINFORCING TAPE,ADHESIVE AND METAL CORNER OR THE LIKE. BUTT JOINT CORNERS SHALL NOT EXCEED 1/4"MAX. GAP BETWEEN REINFORCEMENT: A. ALL PERMITS AND INSPECTIONS REQUIRED, UNLESS SPECIFIED D.F.AS PER PS 1-95(EXTERIOR GLUE)GROUP 2 INTERIOR- EACH PIECE. EASED EDGES. POLISHED ALL EXPOSED EDGES TYPICAL. STANDARD PRODUCTS RECOMMENDED BY THE MANUFACTURER OF OTHERWISE, SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. 5. SLAB FINISHES: UNDERLAYMENT. SILICONE GAPS WHERE INDICATED. REFER TO DRAWIGNS FOR EXACT 4. TEMPORARY FACILITIES: A. FLOOR: TAMP TO DISTRIBUTE CONCRETE AND THEN 4. TREATED LUMBER AND PLYWOOD: CORNER TYPE AND DETAILS CALLED OUT. THE GYPSUM WALLBOARD USED IN THE WORK. FLOAT AND TROWEL TO SMOOTH SURFACE. FINISH C. FASTENERS: SELF-DRILLING, SELF-TAPPING, COUNTERSUNK BUGLE A. ELECTRIC,WATER AND TOILET SERVICES REQUIRED IN THE A. ALL LUMBER AND PLYWOOD SHALL BE PROVIDED WITH A MINIMUM A. SAFETY GLASS STANDARD: HEAD DRYWALL SCREWS, FOR ATTACHMENT OF WALLBOARD TO No. REVISION ISSUES DATE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR FLOOR SHALL BE LEVEL AND FLAT TO WITHIN 1/8" IN 10'. FIRE RETARDANT RATING OF CLASS III CPSC 16 CFR 1201,ANSI Z97.1, UNIFORM BUILDING CODE CHAPTER BY THE CONTRACTOR.THE CONTRACTOR SHALL ALSO PROVIDE FIRE 54 AND STANDARD 54-2. METAL STUDS OR METAL STUD TO METAL STUD. 6. BONDING: 5. TREATED LUMBER AND PLYWOOD: Q EXTINGUISHER AS REQUIRED BY THE FIRE DEPT. DURING D. MAIN SUSPENSION RUNNERS: A. AS A MINIMUM REQUIREMENT, COMPLY WITH STANDARDS FOR B. TEMPERED GLASS: Q CONSTRUCTION. TEMPORARY TELEPHONE LINES SHALL BE ON JOB SITE A. BOND ALL NEW WORK TO OLD BY THOROUGHLY 16 GAUGE COLD ROLLER STEEL CHANNELS 1 1/2",WEIGHING 475 CUSTOM GRADE OF THE MANUAL OF THE WOODWORK INSTITUTE OF SELECT GLAZING QUALITY, CLEAR FLOAT GLASS, FULLY TEMPERED, WITHIN 48 HOURS OF BEGINNING WORK. CLEANING OLD WORK AND APPLYING AN APPROVED SAFETY GLASS; HORIZONTAL TEMPERING PROCESS 1/2"TYPICAL LBS./100 LINEAR FEET. Q CONCRETE GLUE EVENLY TO THE INTERFACING CALIFORNIA. FINISH WOODWORK SHALL BE SMOOTHLY DRESSED, THICKNESS AT STOREFRONT, 1/2"TYPICAL THICKNESS AT FINISH FREE FROM OPEN JOINTS, E. HANGER WIRE: 5. ADDENDA TO SPECIFICATIONS: SURFACE JUST PRIOR TO POURING THE NEW WORK. BELT-SANDED AT MILL AND HAND-SANDED PRIOR TO ERECTION. 8 GAUGE MINIMUM,GALVANIZED ANNEALED LOW CARBON STEEL A. BULLETINS AND INSTRUCTIONS ISSUED BY THE OWNER DURING THE HAMMER AND MACHINE MARKS, TRANSOMS, ER TYPICAL THICKNESS N SANDBLASTED GLASS WIRE PERIOD OF BIDDING WILL BE INCORPORATED IN THE CONTRACT DIVISION 5 - METALS STRUCTURAL DEFECTS AND SURFACE BLEMISHES. WHEREVER UNLESS OTHERWISE NOTED ON DRAWINGS. Q PRACTICAL, CONCEAL MEANS OF FASTENING VARIOUS PARTS AND F. DRYWALL FRAMING CHANNELS: DOCUMENTS BY MEANS OF ADDENDA TO THE SPECIFICATIONS. 05100-METAL FRAMING MEMBERS TOGETHER,WHERE SURFACE NAILING IS UNAVOIDABLE. 1. PROVIDE SANDBLASTED GLASS WHERE SHOWN ON DRAWINGS. ROLLED FORMED 25 GAUGE MINIMUM ELECTRO-GALVANIZED STEEL 6. TESTS AND INSPECTIONS: 1. LIGHT GAUGE METAL FRAMING: NEATLY SET NAILS FOR PUTTY STOPPING. 2. PROVIDE UV FILM AS SHOWN ON DRAWINGS. HAT SECTION WITH WING FLANGES. A. ALL TESTS AND INSPECTIONS, OF ANY KIND, REQUIRED HEREINAFTER IN A. ALL STUD FRAMING MEMBERS, RUNNER TRACKS, BRIDGING AND C. GLAZING SEALANT: G. FURRING CLIPS: THE SPECIFICATIONS,AND WHICH INVOLVE EXPENSE, SHALL BE PAID BY NON-LOAD BEARING STUDS SHALL BE OF TYPE AND SIZE INDICATED DIVISION 7 - THERMAL AND MOISTURE PROTECTION ASTM C920,TYPE S, GRADE NS, ELASTOMERIC ONE-COMPONENT DRYWALL FURRING CHANNEL CLIPS. THE CONTRACTOR. ON DRAWINGS AND GALVANIZED. SILICONE GLAZING H. TIE WIRE: 07920-SEALANTS, CAULKING AND SEAL MANUFACTURER FOR APPLICATION INVOLVED; BY DOW, GE, OR 7. PROTECTION OF WORK IN PLACE: B. MATERIALS AND INSTALLATION SHALL BE IN STRICT CONFORMANCE 18 GAUGE MINIMUM, GALVANIZED DOUBLE-ANNEALED WIRE. WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS (SEE CERAMIC TILE SPECIFICATION, 09300) SEALANTS AS RECOMMENDED BY SEALANT MANUFACTURER FOR A. ALL WORK IN PLACE SHALL BE ENCLOSED WITH ADEQUATE AS APPROVED BY THE OWNER. APPLICATION INVOLVED; BY DOW, GE,OR TREMCO. J. ACOUSTICAL SEALANT: PROTECTION. PERMANENT OPENINGS USED AS THOROUGHFARES FOR PROVIDE CAULKING AS REQ'D TO INSURE MOISTURE PROTECTION NON-DRYING, NON-HARDENING, PERMANENTLY FLEXIBLE. THE INTRODUCTION OF WORK AND MATERIALS TO THE STRUCTURE C. MINIMUM 20 GA. LIGHT GAUGE STEEL FRAMING (UNLESS OTHERWISE INCLUDING BUT NOT LIMITED TO THE FOLLOWING AREAS: SHALL HAVE HEADS,JAMBS AND SILLS WELL BLOCKED AND BOARDED. DIVISION 9 - FINISHES K. SYNTHETIC RUBBER-BASED PRODUCT:MANUFACTURING 101, BY PARR, REPAIR ALL DAMAGED EXISTING WORK. NOTED ON PLANS). 3 5/8"STEEL STUDS(UNLESS OTHERWISE A. AROUND TOILET FIXTURES, STOREFRONT, PIPE PENETRATIONS, ETC. INC., LOS ANGELES, CA.,TREMCO MANUFACTURING CO., CLEVELAND, NOTED). 09100-ACOUSTICAL TREATMENT(IF SPECIFIED ON MATERIALS LIST) OHIO. t /���O� 8. GUARANTEES: 2. STRUCTURAL METAL FRAMING: MATERIALS: 1. SCOPE: 09650-RESILIENT FLOORING A. CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND THE A. STRUCTURAL METAL FRAMING AS PER SPECIFICATIONS ON A. REFER TO CERAMIC TILE SPECIFICATION,09300. A. FURNISH MATERIALS AND LABOR REQUIRED FOR INSTALLATION ENTIRE WORK FOR AT LEAST ONE(1)YEAR. ARCHITECTURAL DRAWINGS OF THESE DOCUMENTS. SCOPE: DIVISION 8 - DOORS AND FRAMES SUSPENDED GYPSUM BOARD CEILINGS AND SUSPENDED ACOUSTITI C 1, B. CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND THE 1. STEEL CHANNELS: ASTM A-36 TILE CEILINGS, INDICATED ON THE DRAWINGS,AS SPECIFIED AND AS A. VINYL SHEET FLOOR COVERING. ENTIRE WORK FOR AT LEAST ONE(1)YEAR. 2. STEEL PLATES: ASTM A-36 08100-METAL DOORS AND FRAMES NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT B. VINYL COMPOSITION TILE. 1. HOLLOW METAL DOORS: LIMITED TO THESE MAJOR ITEMS. 9. CLEANING: 3. NUTS AND BOLTS: ASTM A-307 OR ASTM A-325F C. RUBBER BASE. A. HOLLOW METAL DOORS: 2. MATERIALS: D. MATERIAL: REFER TO SHEET A420 FOR MATERIAL INFORMATION A. THE CONTRACTOR AND SUBCONTRACTORS SHALL FROM TIME TO TIME 4. SHOP PAINT: FLUSH TYPE,THICKNESS AS INDICATED ON THE DOOR SCHEDULE, A. REFER TO FINISH &MATERIALS LIST-SHEET A400, FOR ACTUAL REMOVE ALL DIRT AND RUBBISH CAUSED BY THEIR WORK, FROM THE NON-GALVANIZED ITEMS; STANDARD BRAND RUST INHIBITIVE FORMED OF TWO SHEETS OF #18 GAUGE STEEL WITH#20 GAUGE FINISHES. GENERAL: WASHINGTON SQUARE BUILDING AND THE SITE. AT COMPLETION OF THE WORK,THOROUGHLY PRIMER, F.S.TT-P-00641,TYPE II. VERTICAL REINFORCING MEMBERS EXTENDING FULL HEIGHT OF 2 A. FIELD CONDITIONS: CLEAN INTERIOR AND EXTERIOR OF THE BUILDING. ALL GLASS SHALL BE 5. SHOP PAINT: DOOR, SPACED NOT OVER 6"ON CENTERS AND UNIFORMLY SPOT B. GYPSUM BOARD:AS SPECIFIED IN SECTION 09250. VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS. WASHED CLEAN AT COMPLETION. ALL FLOORS AND MILLWORK SHALL WELDED AT 4"CENTERS. VERTICAL SEAMS AT DOOR AND FILLED BE THOROUGHLY CLEANED AND FREE OF ANY CONSTRUCTION DEBRIS. GALVANIZED ITEMS; STANDARD BRAND ZINC DUST,ZINC OXIDE WITH MINERAL FILLER AND FINISHED FLUSH AND EDGES: WELDED C. ACOUSTICAL TILE: INSPECT RELATED WORK AND ADJACENT SURFACES. REPORT 9585 S.W. WASHINGTON SQUARE RD PRIMER, F.S.TT-P-00641,TYPE I. SEE MATERIALS AND FINISHES SCHEDULE. (ONE FULL BOX OF EACH CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK. 10. THE TERM"OR EQUAL" AT MAXIMUM OF 2" SPACING, GROUND SMOOTH. PROVIDE STYLE AND COLOR OF LAY-IN TILES SHALL BE DELIVERED TO STORE SPACE # G13 6. STRUCTURAL STUDS: ASTRAGAL AT DOUBLE DOORS.WHEN CALLED FOR PROVIDE W/U.L. MANAGER UPON COMPLETION OF PROJECT). CONTRACTOR SHALL B. DELIVERY: PORTLAND, OR 97223 A. WHEREVER TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT PUNCHED OR UNPUNCHED 16 GAUGE STEEL HAVING A MIN.YIELD LABEL AND FUSIBLE LINK WHERE REQUIRED FOR LABELED DOORS. ORDER MATCH AND TOUCH-UP PAINT WHEN ORDERING CEILING DELIVER ALL MATERIALS IN THEIR ORIGINAL UNOPENED AS APPROVED IN WRITING BY THE OWNER. POINT OF 50,000 P.S.I.,THICKNESS AS INDICATED TILES. CONTAINERS WITH PRODUCT IDENTIFICATION CLEARLY LEGIBLE ON EACH CONTAINER. 3. METAL FASTENING: 2. HOLLOW METAL FRAMES: PROJECT NUMBER: BG1414 00 11. EQUIPMENT UNDER THIS CONTRACT AND FURNISHED BY OTHERS: D. SUSPENDED LAY-IN CEILING: SEE MATERIALS AND FINISH SCHEDULE C. STORAGE: A. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A. POWDER ACTUATED FASTENERS: A. FRAMES: STORE IN CLEAN, DRY SPACES IN A MANNER TO PREVENT DAMAGE ■ ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT UNDER MINIMUM 7/32" DIAMETER, SHOT THROUGH 2"DIAMETER BY 118" COMBINATION TYPE WITH BUCK, FRAME AND TRIM FORMED TO E. SUSPENDED DRYWALL FURRINGS: SEE SECTION 09250/#3-G.,H.,J. FROM ANY CAUSE. Drawn B File Name WASHER. WHERE ATTACHING STUD RUNNER TRACKS, MAXIMUM INDICATED DESIGN AND FABRICATION FROM#16 GAUGE STEEL. y HIS CONTRACT SO THAT PREPARATIONS CAN BE MADE E PROVIDE SPACING SHALL NOT EXCEED 2'-0"O.C. MINIMUM OF TWO(2) CONSTRUCT FRAMES WITH WELDED MITERED CORNERS;WELDS D. TEMPERATURE: LDA BG1414 RevitCD.rvt ENTRY INTO THE BUILDING WITH SUFFICIENT CLEARANCES AND SO 09250-GYPSUM DRYWALL BEFORE, DURING AND AFTER INSTALLATION, MAINTAIN SPACES TO - ADEQUATE FLOOR AREA IS AVAILABLE. POWDER ACTUATED FASTENERS PER RUNNER TRACK. GROUND SMOOTH ON EXPOSED SURFACES, FRAMES SHALL HAVE 1. SCOPE: RECEIVE THIS WORK AT THE TEMPERATURES RECOMMENDED BY Checked By Scale: 4, INSTALLATION OF METALS: INTEGRAL STOPS EXCEPT WHERE DETAILED OTHERWISE. THE MANUFACTURER. �� _ „ 12. PROGRESS: A. FURNISH MATERIALS AND PERFORM LABOR REQUIRED TO EXECUTE RB 12 = 1 -0 A. THE CONTRACTOR SHALL CAUSE THE WORK TO BE DILIGENTLY A. INSTALLATION OF METALS SHALL CONFORM TO DETAILS PROVIDED. 3. ALUMINUM STOREFRONT ENTRY DOORS: THIS WORK AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND AS E. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED TO PURSUED TO THE ENTIRE COMPLETION. SHOULD THE CONTRACTOR 5. ARCHITECTURAL METALWORK: THE ALUMINUM STOREFRONT ENTRY DOORS SHALL BE PROVIDED BY NECESSARY TO COMPLETE THE CONTRACT. RECEIVE NEW FLOOR FINISHES. Project Mgr. THE G.C.THE G.C. IS RESPONSIBLE FOR PROPER SCHEDULING, RYM FAIL TO SUPPLY A SUFFICIENCY OF WORKERS OR MATERIALS OR FAIL A. ALL EXPOSED METAL WITHIN PROJECT SHALL BE U.S. NO.26 FINISH, STORING, HANDLING, COORDINATING AND INSTALLATION OF THE 2. REFERENCE SPECIFICATIONS: F. RESILIENT FLR'G SHALL BE IN SUBST. COMP.W/ADAAG SEC.4.5 AND TO MAKE TIMELY ARRANGEMENTS WHICH MAY BE REQUIRED FOR UNLESS OTHERWISE NOTED. ALL ARCHITECTURAL METALWORK COMPLETE ALUMINUM STOREFRONT.THE GC'S GLAZING PROVIDE A"FIRM,STABLE,AND SLIP RESISTANT'SURFACE. PROGRESS,THEN THE CONTRACTOR SHALL PROVIDE EVIDENCE SHALL BE INSTALLED BY GENERAL CONTRACTOR, EXCEPT FOR THE SUBCONTRACTOR SHALL THEN INSTALL THE GLAZING PANEL WITH A. EXCEPT AS MAY BE MODIFIED BY THESE SPECIFICATIONS AND Title: SATISFACTORY TO THE OWNER PROJECT MANAGER THAT SAID METAL INTEGRAL TO MILLWORK,WHICH WILL BE INSTALLED BY THE THE APPROPRIATE GASKETS AND/OR SEALS. CARE SHALL BE TAKEN APPLICABLE LAWS AND ORDINANCES AT THE PLACE OF BUILDING, 2. INSTALLATION: DEFICIENCIES ARE DUE TO CAUSES BEYOND THE CONTRACTOR'S MILLWORK CONTRACTOR. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT THE ENTRY DOORS. INSTALL THIS WORK TO CONFORM TO THE REQUIREMENTS OF A. INSTALL UNDERLAYMENT IN MANNER RECOMMENDED BY FLOOR SPECIFICATIONS CONTROL. UNLESS THE CONTRACTOR PROVIDES SUCH EVIDENCE,THE FOR PROPER COORDINATION OF ALL ARCHITECTURAL METALWORK. OWNER SHALL HAVE THE RIGHT, AFTER ONE DAY NOTICE IN WRITING,TO 4. ALUMINUM STOREFRONT: FINISHES",AS APPROVED BY THE AMERICAN NATIONAL STANDARD MAKE SUCH ARRANGEMENTS AND SUPPLY SUCH WORKERS AND B. ALL DECORATIVE METAL WORK IN STOREFRONT AND IN SALES AREA THE ALUMINUM STOREFRONT SHALL BE PROVIDED BY THE G.C.THE INSTITUTE AS ANSI#A97.1. B. VERIFY PATTERN LAYOUT WITH THE OWNER. MATERIALS AT THE CONTRACTOR'S EXPENSE. THE SAME RELATIONSHIP SHALL BE PROCURED BY THE GC FROM THE OWNER DESIGNATED G.C. IS RESPONSIBLE FOR PROPER SCHEDULING, STORING, C. START TILE INSTALLATION IN CENTER OF EACH ROOM OR AREA WITH SHALL EXIST BETWEEN THE GENERAL CONTRACTOR AND ALL THE FABRICATOR LISTED BELOW.THE GENERAL CONTRACTOR SHALL BE HANDLING, COORDINATING AND INSTALLATION OF THE COMPLETE 3. MATERIALS: LAYOUT TO AVOID TILES OF LESS THAN ONE-HALF WIDTH EXCEPT SUBCONTRACTORS. RESPONSIBLE FOR PROPER COORDINATION AND SCHEDULING OF ALUMINUM STOREFRONT.THE GC'S GLAZING SUBCONTRACTOR A. GYPSUM WALLBOARD: AT IRREGULARLY SHAPED SPACES. 13. ROOF DECK PENETRATIONS: SUCH ITEMS. THE CONTRACTOR SHALL PROVIDE A CORRECT SIZE SHALL THEN INSTALL THE GLAZING PANEL WITH THE APPROPRIATE TAPERED EDGE SHEET CONFORMING TO ASTM C36; 5/8"THICKNESS TEMPLATES TO THE FABRICATOR,WHICH WILL FABRICATE, FINISH GASKETS AND/OR SEALS. CARE SHALL BE TAKEN TO PROTECT UNLESS NOTED OTHERWISE. USE TYPE")("ONE HOUR BOARD D. MAKE ALL JOINTS TIGHTLY BUTTED,STRAIGHT AND ALIGNED A. CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH THE CENTER'S AND SHIP TO SITE.THE GENERAL CONTRACTOR SHALL BE STOREFRONT. EXACTLY PARALLEL WITH RESPECTIVE WALLS OF BUILDING, NEATLY ROOFER FOR ALL PENETRATIONS OF THE ROOF DECK BY ELECTRICAL, RESPONSIBLE FOR PROPER HANDLING,STORAGE AND FINAL THROUGHOUT. USE TYPE W/R, CONFORMING TO ASTM C630.WHERE TRIM MATERIAL ABUTTING OTHER WORK TO FORM A TRUE,CLEAN PLUMBING AND MECHANICAL. INSTALLATION. 08200-WOOD AND PLASTIC DOORS NOTED AND WHEN REQUIRED BY CODE, BEHIND ALL CERAMIC TILE JOINT. WHERE FLOORING EDGES ARE COVERED BY OTHER AND MASONRY VENEER,AND AT ALL TOILET ROOMS. Sheet No. MATERIALS, MAKE CUTS SUFFICIENTLY ACCURATE 14. SCHEDULING AND PROCEDURES: MAPLE WELDING & IRON WORKS, INC. 1. WOOD DOORS: 10943 SCHMIDT RD. ARE COMPLETELY CONCEALED. COMPLETE FLOORING THAT EDGES G INSTALLATION A. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULING, EL MONTE, CA 91733 A. WOOD DOORS: BEFORE INSTALLING ANY BASE. PROCESS AND PROCEDURES WITH OWNER. SHALL BE OF DESIGN SIZE AND TYPE SHOWN ON DRAWINGS. CONTACT:JAVIER QUINTERO CONSTRUCT PER W.I.C. SECTION 20 FOR CUSTOM GRADE DOORS, CONTINUED NEXT SHEET T/626-444-1649 EDGE BANDING AND FACE VENEERS SHALL BE APPEARANCE GRADE. A030 F/626-444-1670 D9650-RESILIENT FLOORING(CONTINUED) WOOD FLOORING MAINTENANCE REQUIREMENTS(CONT.) 4. CONDITION OF SURFACES: E. GALVANIZED METAL: LANDLORD NOTES A.DAILY MAINTENANCE AGENERAL: (PRETREAT WITH PHOSPHORIC ACID ETCH)FIRST COAT ZINC DUST E. INSTALL SHEET VINYL IN MANNER RECOMMENDED BY ALL SURFACES TO RECEIVE PAINT SHALL BE CLEAN,DRY,SMOOTH PRIMER;SECOND AND THIRD COATS SEMI-GLOSS ENAMEL. L MANUFACTURER. MINIMIZE SEAMS,FLASH COVE AT ALL VERTICAL 1. SWEEP OR VACUUM ENTIRE FLOOR WITH SOFT BRISTLE BROOM OR SOFT AND DUST FREE BEFORE APPLICATION L ANY MATERIAL. PREPARE F. FAUX PAINTING: SOLID COVER BACKING, CAP WITH METAL"J"MOLD. SURFACES TO INT INDICATED SPECIFIED.INSTALL AGAINST BRISTLE ATTACHMENT TO REMOVE ALL DUST,GRIT,AND OTHER ABRASIVE PARTICLES. SURFACES AS FOLLOWS. FAUX PAINTING WILL BE PERFORMED BY THE TENANTS FAUX VENDOR. 1)GENERAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD APPROVED DRAWINGS MCONTRACTOR IS RESPONSIBLE FOR PREPARING,PRIMING AND AND MAINTAIN AT JOB SITE AT ALL TIMES DURING DURATION OF CONSTRUCTION. 2. AFTER FLOOR HAS BEEN DAMPENED WITH RECO D,WIPE THE ENTIRE FLOOR WITH AN B. WOOD: PAINTING THE BASE COLOR ON ALL THE SURFACES TO RECEIVE FAUX F. THOROUGHLY BOND RESILIENT FLOORING T BACKING SURFACES. UNTREATED DUST MOP DAMPENED WITH RECOMMENDED CLEANER. SPRAY DUST SAND SMOOTH AND REMOVE DUST. FILL OPEN JOINTS,CRACKS, TREATMENT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION . BLISTERS AND FISH MOUTHS ARE UNACCEPTABLE. MOP HEAD WITH FLOOR CLEANER AND PUSH ACROSS THE FLOOR FOLLOWING THE NAIL HOLES AND OTHER PITS OR DEPRESSIONS FLUSH AND SMOOTH AND SCHEDULING. , DIRECTION OF THE WOOD GRAIN. USE UNTREATED DUST MOPS ONLY REPLACE G. INSTALL BASE IN LONGEST SECTIONS POSSIBLE. MINIMIZE CUTS WITH PUTTY OR WOOD DOUGH AFTER PRIMING. COLOR PUTTY TO BETWEEN CORNERS. THOROUGHLY BOND BASE TO BACKING SOILED MOP COVERS AS NECESSARY. CONTINUED USE OF SOILED COVERS WILL MATCH FINISH PAINT COAT.TOUCH UP KNOTS OR SAP STREAKS SURFACE WITH BOTTOM EDGE UNIFORM CONTACT WITH FLOORING CAUSE STREAKING AND SCRATCHING OF FINISH. WITH SHELLAC OR OTHER APPROVED SEALER BEFORE PRIMING. DIVISION 10 - SPECIALTIES SURFACE. MAKE ALL JOINTS TIGHT,THE SURFACE ALIGNED. 3. VACUUM WALK-OFF MATS TO MAXIMIZE THEIR DIRT AND GRIT TRAPPING ABILITY. C. CONCRETE AND MASONRY: 10520-FIRE EXTINGUISHER Linane/Drews Architects H. LEAVE ALL SURFACES FREE OF ADHESIVE,SOIL AND CONSTRUCTION REMOVE ALL FOREIGN MATTER,EFFLORESCENCE AND 1. SCOPE: 3500 West Burbank Boulevard,Burbank,CA 91505 STAINS,BUT APPLY NO MAINTENANCE FINISHES. RECLEAN FLOORS EVERY SIX MONTHS TO ONE YEAR-DEEP CLEANING ENCRUSTATION. USE A STIFF FIBER BRUSH TO REMOVE LOOSE A. PROVIDE WALL MOUNTED FIRE EXTINGUISHERS AS REQUIRED. 818.972.5080 Fax:818.848.3895 SOILED PRIOR TO ACCEPTANCE OF PROJECT AT NO ADDITIONAL PERFORM AS NEEDED TO HELP REJUVENATE THE LOOK OF THE FLOOR. PARTICLES. FILL ALL DEPRESSIONS AND REMOVE ALL SUBSTANCES EXPENSE TO THE OWNER. 1. AFTER CLEANING THE FLOOR,USE RECOMMENDED FLOOR CLEANER AS A SPRAY NOT INHERENT IN THE BASE MATERIAL. 2. PRODUCTS: (g Copyright:2012 Linane/Drews Architects, Incorporated BUFF SOLUTION BY LIGHTLY MISTING THE FLOOR,THEN FOLLOWING WITH A WHITE PAD Al rights reserved 4. POLISH AND PROTECTION: AND BUFFER(150-175 RPM). D. PRIMED FERROUS METAL: A. PROVIDE FILLED AND TAGGED,RED ENAMELED CYLINDERS, UL RATED A. COVER TRAFFIC LANES WITH PROTECTION PAPER. PROVIDE REMOVE ALL FOREIGN MATTER TOUCH-UP ABRASIONS WITH AS DIRECTED BY OWNER. ADDITIONAL FORMS OF PROTECTION WHEN REQUIRED BY JOB 2, BE SURE THAT TALL RESIDUE FROM THE WHITE PAD BUFFINGICLEANING FERROUS METAL PRIMER. B. METAL WALL MOUNTING BRACKET. CONDITIONS. PROCEDURE IS REMOVED FROM THE FLOOR SURFACE BY IMMEDIATELY TACKING THE E. UNPRIMED FERROUS METAL: SURFACE WITH WATER-DAMPENED,WELL WRUNG OUT CLOTH. 10800-TOILET AND BATH ACCESSORIES REMOVE ALL RUST,MILL SCALE,AND FOREIGN MATTER BY WIRE 4 B. APPLY A UNIFORM COATING OF POLISH TO ALL SURFACES.AVOID BRUSHING,SCRAPING,SANDBLASTING,OR SOLVENT,AS REQUIRED 1. GENERAL: -SCREEN&RECOAT l EVERY TWELVE TO EIGHTEEN MONTHS SC EXCESS MATERIAL RESULTING IN PUDDLES. WHEN THOROUGHLY TO PROVIDE A CLEAN SMOOTH SURFACE. A. PROVIDE TOILET ACCESSORIES AS INDICATED ON DETAIL DRAWINGS DRY,MACHINE BUFF. THIS SHOULD PERFORMED AS FLOOR BEGINS TO SHOW SOME WEAR. DO NOT WAIT UNTIL THE FINISH IS WORN OFF AND THE DIRT AND SPILLS HAVE HAD A CHANCE TO F. GALVANIZED METAL: FOR EACH TOILET- REFER TO SHEET A430. C. IMMEDIATELY PRIOR TO FINAL INSPECTION OF THE BUILDING, PENETRATE TO THE WOOD. REMOVE ALL FOREIGN MATTER AND CLEAN ENTIRE SURFACE WITH REMOVE PAPER AND OTHER PROTECTION,APPLY SECOND COAT OF 1. MAKE SURE THE FLOOR IS FREE OF GREASE,WAX,AND OILY RESIDUE. MINERAL SPIRITS. PREHEAT WITH PHOSPHORIC ACID ETCH OR DIVISION 11 - SPECIALTIES �= POLISH AND MACHINE BUFF. VINYL WASH. APPLY PRIMER THE SAME DAY AS PRETREATMENT IS 11130-SOUND AND VIDEO IN2. ABRADE THE FLOOR USING A 3M MAROON ALL-PURPOSE PAD WITH 180 GRIT APPLIED. ■ SANDING STRIPS AND BUFFER(150-175 RPM). N,DVD PLAYER, (2)SPEAKERS IN CEILING,AUDIO PLAYER. SI_Tffl Fi IFORNL4 D9300-CERAMIC TILE/MARBLE TILE G. GYPSUM BOARD: . N REMOVE ALL FOREIGN MATTER. FILL ALL PITS,FLUSH AND SMOOTH BY FIXTURE CONTRACTOR S0.-1b10 3. VACUUM FLOOR WITH SOFT BRISTLE ATTACHMENT AND TACK THOROUGHLY WITH DVD PLAYERS BY BRIGHTON r 1. TILE: WATER-DAMPENED,WELL WRUNG-OUT COTTON TOWELS. WITH SPACKLE. NO IMPERFECTIONS(DENTS,PITS,BUBBLES, CEILING SPEAKERS BY GENERAL CONTRACTOR A THE TILE IS TSCRATCHES,LINT,ROLLER MARKS,ETC.)WILL BE ACCEPTED IN A I AUDIO PLAYER BY BRIGHTON MEET ANSI-1008.5 SPECIFICATIONS.CERAMIC TILE TO 4. APPLY RECOMMENDED FINISH PER LABEL INSTRUCTIONS. THIS WILL KEEP FINAL FINISH OF DRYWALL AND/OR PAINT. B. ALL OUTSIDE CORNERS AND EDGES TO BE BULLNOSED TILE. 5. PRIMING: L �C a/ BE THIN-SET N 3132'MORTAR. FLOORS LIGHT,CLEAN,AND CLEAR-LOOKING EVEN AFTER SEVERAL RECOATS. vtt,, v DIVISION 15 - MECHANICAL PRECAUTIONS 15400-PLUMBING C. REFER TO SHEET A400 FOR MATERIAL REFERENCE. 1. NEVER"WET MOP"THE WOOD FLOOR. EXCESSIVE WATER CAUSES WOOD TO A. WOOD: REFER TO MECHANICAL DRAWINGS CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED EXPAND AND MAY DAMAGE THE FLOORING. BEFORE INSTALLATION, PRIME AND BACK-PRIME ALL ITEMS PARTIALLY D. PRE-MANUFACTURED CORNER STONE TRIM TON X ENTRY X R TO BE OR COMPLETELY CONCEALED IN THE FINISH WORK. USE 15500-HVAC "CONSTRUCTION SET' HEREIN USED ER ALL STOREFRONT VERTICAL AND STONE ENTRY ARCHWAY FACTORY-MIXED PRIMER. FOR WOOD HAVING A STAINED OR CORNERS, UNLESS OTHERWISE INDICATED ON DRAWINGS. REFER 2. DO NOT USE FLOOR CLEANER FOR AT LEAST I DAYS A UNTIL THE FLOOR IS REFER TO MECHANICAL DRAWINGS TO DRAWINGS FOR EXACT LOCATION. THOROUGHLY CURED AFTER THE FINAL COAT OF FINISH IS APPLIED. TRANSPARENT FINISH USE VARATHANE'ELITE DIAMOND FINISH, CLEAR GLOSS,THREE COATS MINIMUM. 15320-FIRE PROTECTION 2. MORTAR: 3. DO NOT PLACE PLASTIC OVER NEWLY FINISHED FLOORS AS IT MAY INTERFERE B. GALVANIZED METAL: REFER TO DESIGN BUILD DRAWINGS AND TO TABLE AT THE BOTTOM ISSUE DATE: A. MORTAR IS TO MEET ANSI-118.1 SPECIFICATIONS. JOINTS ARE TO BE WITH THE CURING PROCESS. PRIME ALL SURFACES,EXCEPT WHERE TO BE EMBEDDED IN OF THE SHEET A MAX.OF 1/8"ON WALL TILE AND MAX. 1/4"ON FLOOR TILE. 4. DO NOT USE ANY OIL SOAPS OR WAX PRODUCTS ON FLOORING. WAXING YOUR CONCRETE,MASONRY OR ROOFING;ALLOW TO DRY BEFORE 15600.REFRIGERATION EQUIPMENT ISSUED FOR: DATE HARDWOOD FLOOR MAKES IT VERY DIFFICULT TO RECOAT. DO NOT USE DUST MOP INSTALLATION. 3. GROUT: A GROUT IS TO MEET ANSI-108.1 SPECIFICATIONS. TREATMENTS OR ANY MAINTENANCE PRODUCTS OTHER THAN THE CLEANERS 6. APPLICATION: REFER TO MECHANICAL DRAWINGS RECOMMENDED BELOW. FINAL LL REVIEW 05/07/2015 A APPLY MATERIAL EVENLY,FREE FROM SAGS,RUNS,CRAWLS, 4. SEALANT: RECOMMENDED CLEANERS HOLIDAYS OR DEFECTS. MIX TO PROPER CONSISTENCY,BRUSH OUT DIVISION 16 - ELECTRICAL - DESIGN BUILD BID PERMIT SET 05/26/2015 A. USE DOW CORNING 999-A SILICONE BUILDING AND GLAZING SEALANT - JUNCKERS WOOD FLOOR CLEANER:800-87&9663 SMOOTH,LEAVING MINIMUM OF BRUSHMARKS, ENAMEL AND VARNISH OR EQUAL. THE COLOR SHALL BE BLACK. - TRUSTOR COATINGS WEARMAX K-10 CLEANER:715-849-8080 UNIFORMLY FLOWED ON. 16000-ELECTRICAL B. CLEAN ALL JOINTS,REMOVING ALL FOREIGN MATTER AND - BONAKEMI PACIFIC CLEANER:800-872-5515 B. APPLY PAINT BY BRUSHES,ROLLER OR SPRAY. REFER TO ELECTRICAL DRAWINGS CONTAMINANTS SUCH AS GREASE,OIL,DUST,WATER,SURFACE (IF USING CONCENTRATED FORMULA,FOLLOW LABEL DIRECTIONS FOR PROPER DIRT,OLD SEALANTS AND PROTECTIVE COATINGS. DILUTION RATIO) C. TINT ALL PIGMENTED UNDERCOATS TO APPROXIMATELY SAME SHADE AS FINAL COAT. PERCEPTIBLY INCREASE THE DEPTH OF SHADE IN C. SILICONE BEADING SHOULD BE NO THICKER THAN 1/2"AND NO RECOMMENDED FINISHES SUCCESSIVE COATS. NOTE: No. REVISION ISSUES DATE THINNER THAN 1/8". - TRUSTOR COATINGS WEARMAX FORMULA ONE:JUNCKERS SOLID TRADITIONS D. ALLOW EACH COAT TO THOROUGHLY DRY BEFORE SUCCEEDING COAT ALL DIVISIONS CONTAINED HEREIN MAY NOT BE Q APPLICATION. FOR OIL PAINTS,ALLOW AT LEAST 48 HOURS BETWEEN REQUIRED FOR THIS PROJECT COORDINATE WITH Q 5. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED TO COATS OF EXTERIOR WORK, EXCEPT WHERE OTHERWISE ARCHITECTURAL, ELECTRICAL, MECHANICAL _ RECEIVE NEW FLOOR FINISHES. RECOMMENDED BY THE MANUFACTURER. PLUMBING, FIRE SPRINKLER AND INTERIOR DESIGN Q 09900-PAINTING MATERIALS Q WOOD FLOORING 1. SCOPE: E. FINISH ALL FOUR EDGES OF DOORS WITH SAME NUMBER AND KIND OF DRAWING REQUIREMENTS. COATINGS AS SPECIFIED FOR THEIR MAIN SURFACES. WHERE Q COMMERCIAL FLOORING AS MANUFACTURED BY JUNCKERS, OWNER A. FURNISH AND APPLY PAINTING AND FINISHING,AS INDICATED AND OPENINGS INTO ROOMS HAVING DIFFERENT FINISHES, FINISH DOOR FURNISHED&G.C.INSTALLED SPECIFIED COMPLETE. EDGES AS DIRECTED. Q 1. SITE CONDITIONS: B PRODUCTS PAINTS.CONTACT IN MOORE PAINTS BENJAMIN MOORE PAINTS,(COMMERCIAL 1800 34-2512. F. DO NOT PAINT FACTORY FINISHED ITEMS UNLESS SPECIFICALLY FIRE EXTINGUISHER SHALL BE 5 LB. CLASS ABC Q A. WOOD FLOORING AND ADHESIVE MUST BE STORED ON SITE ATA ( ) DIRECTED. I.C.I. THEE PAINT PRODUCTS MULTIPURPOSE DRY CHEMICAL BEARING 2A-10B:C MINIMUM TEMPERATURE OF 65"F.AT LEAST 24 HOURS PRIOR TO NO OTHER PAINT PRODUCTS WILL BE ACCEPTED. G. PAINT VISIBLE SURFACES OF METAL DUCTS AND VENTS. U.L. LABEL (MODEL #MP5 AS MFD. BY LARSEN'S OR INSTALLATION. C. PROVIDE FOR 3 MAN-HOURS OF TOUCH-UP PAINTING TO OCCUR H. FINISH MILL OR SHOP PRIMED ITEMS WITH MATERIALS COMPATIBLE z. FLOOR PREPARATION: EQUAL). WALL MOUNTED EVERY 3,000 SQ. FT. WITH A. THE FLOOR MUST BE FREE FROM ALL FOREIGN MATTER,GREASE, APPROXIMATELY 1 WEEK AFTER STORE TURNOVER FOR NON-PUNCH WITH PRIME COAT. TRAVEL DISTANCE TO EXTINGUISHER NOT TO LIST ITEMS. COORDINATE WITH OWNER. J. MECHANICAL AND ELECTRICAL WORK IN EXPOSED AREAS INCLUDE PAINT,WAX,OIL, DIRT, NON-COMPATIBLE ADHESIVES,ETC. 2. GENERAL: THAT PORTION OF DUCT WORK OR PLENUM SPACE AND THE INTERIOR EXCEED 75' FROM MOST REMOTE LOCATION IN B. THE SUB-FLOOR MUST NOT HAVE AN EXISTING SUBSTRATE WITH A. FIELD CONDITIONS:VERIFY DRAWING DIMENSIONS WITH ACTUAL OF WHICH IS VISIBLE THROUGH THE GRILLES. PREMISES. FLEXIBLE OR CUSHIONING PROPERTIES. FIELD CONDITIONS,INSPECT RELATED WORK AND ADJACENT 1. SHOP PRIMED METAL SURFACE OF ALL MECHANICAL AND ELECTRICAL C. ALL EXISTING FLOORING MATERIAL MUST BE SECURELY ATTACHED. SURFACES. REPORT TO THE OWNER ALL CONDITIONS WHICH EQUIPMENT SHALL RECEIVE TWO FINISH COATS OF PAINT TO MATCH PREVENT PROPER EXECUTION OF THIS WORK. ADJOINING WALL OR CEILING SURFACES. PRIME COAT,IN ADDITION D. CRACKS,HOLES AND DEPRESSIONS MUST BE FILLED WITH A LATEX TO ABOVE,ON ALL UNPRIMED SURFACES,PRINCIPAL ITEMS OF THIS + PATCHING COMPOUND. B. DELIVERS: DELIVER MATERIALS TO THE JOB IN UNOPENED WORK INCLUDE INTERIOR OF HOSE CABINETS,AIR GRILLES,CEILING { E. ALL PROTRUDING OBJECTS MUST BE REMOVED. CONTAINERS BEARING MANUFACTURER'S NAME AND PRODUCT DIVISORS,ELECTRICAL PANELS,TELEPHONE PANELS,ACCESS F. FLOOR SURFACE MUST BE SWEPT OR VACUUMED THOROUGHLY. . ton DESIGNATION CORRESPONDING TO DESIGNATION OF MATERIAL LIST. PANELS,CONDUIT,OUTLET AND PULL BOXES,DUCTS AND PIPES (`/ WOOD FLOORING INSTALLATION-DIRECT GLUE DOWN: C. STORAGE: 2. ALL OTHER MECHANICAL EQUIPMENT EXPOSED TO VIEW,SUCH AS STORE IN DRY,CLEAN,WELL VENTILATED AREAS IN A MANNER TO COVERED AND UNCOVERED PIPING AND DUCTWORK,PUMPS, A. APPROVED ADHESIVE PREVENT DAMAGE OR FIRE,AND IN CLOSED CONTAINERS. REMOVE COMPRESSORS,AIR CONDITIONING EQUIPMENT,TANKS,ETC.,SHALL EMPTY CONTAINERS AND PAINT-SOILED OR OILY RAGS FROM THE BE PAINTED AS SPECIFIED HEREIN,WHERE NOT SUPPLIED FINISHED 1. BOSTIK BEST SITE AT THE END OF EACH DAY'S WORK. UNDER OTHER SECTIONS. B. FLOOR PREPARATION: K. MISCELLANEOUS PAINTING: REMOVE ALL FOREIGN MATTER,GREASE,PAINT,WAX,OIL, DIRT,AND D. COLORS AND GLOSS: 1. SURFACES TO BE PAINTED AND NOT SPECIFICALLY DESCRIBED OLD ADHESIVE. FILL ALL CRACKS, HOLES,AND DEPRESSIONS WITH AS SELECTED AND APPROVED BY THE OWNER. NO EXTRA WILL BE A LATEX PATCHING MATERIAL. REMOVE ALL PROTRUSIONS. ALLOWED FOR SPECIAL OR DEEP TONE COLORS. HEREIN,SHALL BE PAINTED WITH A PRODUCT SPECIFICALLY MANUFACTURED OR PREPARED FOR THE MATERIAL AND SURFACE: rYAS H I N GTON SQUARE SMOOTH FLOOR SURFACE. SEAL CONCRETE WITH KURE-N-SEAL WD E. SAMPLES: PRIME COAT AND TWO FINISH COATS. ,A, BY SONNENBORN. VERIFY THAT CONCRETE SLAB ph DOES NOT WHEN MATERIALS ARE REQUESTED,SUBMIT SAMPLES,USING EXCEED 10.0. VERIFY THAT WATER VAPOR TRANSMISSION DOES MATERIALS APPROVED FOR THE PROJECT,OF EACH COLOR AND L. UPON COMPLETION,REMOVE ALL RUBBISH CAUSED BY THIS TRADE. NOT EXCEED 3#PER 1000 SQUARE FEET PER 24 HOUR PERIOD. PAINT FINISH SELECTED BY THE OWNER. PREPARE DUPLICATE REMOVE SPOTS FROM FLOORS,GLASS AND OTHER SURFACES. LEAVE SAMPLES 8 1/2"x 11",SHOWING SUCCESSIVE COATINGS, FOR PREMISES IN A CLEAN AND ORDERLY CONDITION. 9585 S.W. WASHINGTON SQUARE RD C. INSTALLATION PROCEDURES: TRANSPARENT AND STAINED FINISHES, PREPARE SAMPLES ON M. AT THE COMPLETION OF THE TRADES AND FIXTURE INSTALLATION SPRINKLER HEAD REQUIREMENTS SPACE # G13 USING A X 1/8'X NOTCHED TROWEL,SPREAD ADHESIVE SPECIES AND QUALITY OF WOOD USED IN WORK. TOUCH UP DAMAGED SURFACES AS REQUIRED. PORTLAND, OR 97223 AT A RATEE OF 12-1-1 5 SQUARE YARDS PER GALLON. ALLOW PROPER OPEN TIME. CUT CARPET ALONG COMPLEMENTARY PATTERN F. ENVIRONMENT CONDITIONS: 7. PAINTING: CHARACTERISTICS TO ENSURE A PROPER MATCH. APPLY NO PAINT IN RAIN,FOG OR MIST WHEN THE TEMPERATURE IS A. GENERAL NOTE: BRIGHTON COLLECTIBLES - SPRINKLER HEAD TYPE AND COLOR REQUIREMENTS D. ALLOW SUFFICIENT OPEN-TIME FOR THE ADHESIVE AS BELOW 55 DEGREES FAHRENHEIT.INSURE PROPER VENTILATION FOR TYPE, BG 1414.00 COLOR AND LOCATION OF PAINTED FINISH,SEE INTERIOR RECOMMENDED BY THE ADHESIVE MANUFACTURER AND DURING ALL INTERIOR PAINTING. DESIGN DRAWINGS. PROJECT NUMBER: ACCOUNTING FOR AMBIENT CONDITIONS. G. HARDWARE: B WOOD: ROOM LOCATION TYPE OF HEAD COLOR OF HEAD ALIGNMENT E. ROLL WOOD FLOORING WITH A 75 POUND LINOLEUM ROLLER IN INSURE THAT HARDWARE IS REMOVED BEFORE PAINTING IS ONE(1)COAT ENAMEL UNDERCOAT;SECOND COAT: SPLIT COAT OF Drawn By File Name BOTH LENGTH AND WIDTH DIRECTIONS. STARTED AND REPLACED ONLY WHEN PAINT FINISHES ARE ENAMEL UNDERCOAT AND SEMI-GLOSS ENAMEL;THIRD COATI STOREFRONT ENTRY DOORS CONCEALED WHITE AT CENTER LDA BG 1414 RevitCD.l'Vt THOROUGHLY DRY. FITTING,REMOVAL AND REINSTALLATION OF SEMI-GLOSS ENAMEL - F. AFTER INSTALLATION,PROTECT WOOD FLOORING FULLY BY FINISH HARDWARE IS SPECIFIED IN FINISH CARPENTRY AND COVERING WITH MASONITE OVER KRAFT PAPER MILLWORK SECTIONSChecked By Scale: DISPLAY SEE SHOP DRAWINGS FOR . C. TRIM WORK: STOREFRONT WINDOW CONCEALED WHITE EXACT LOCATIONS RB 12" - 1�-O" H. COATS: THE FOLLOWING PROCEDURE SHOULD BE UTILIZED FOR THE PAINTING G. RESTRICT HEAVY TRAFFIC AND FURNITURE MOVEMENT FOR 24 THE NUMBER OF COATS SPECIFIED IS THE MINIMUM NUMBER OF WOOD TRIM. - - HOURS. ACCEPTABLE. IF FULL EVEN COVERAGE IS NOT OBTAINED WITH THE STOREFRONT DRYWALL SOFFIT CONCEALED WHITE SEE SHOP DRAWINGS FOR Project Mgr. 3. SEE SHEET A400 FOR MAINTENANCE INSTRUCTIONS. SPECIFIED NUMBER OF COATS,APPLY AT NO EXTRA COST,SUCH 1. SAND SEAMS WITH 80 GRIT SANDPAPER. EXACT LOCATIONS RYM COATS AS ARE NECESSARY TO PRODUCE THE REQUIRED FINISH,AS 2. BONDO(POLY SUPREME FINISH PUTTY). PER MALL TENANT PER MALL TENANT WOOD FLOORING MAINTENANCE REQUIREMENTS APPROVED BY THE OWNER. STOREFRONT MALL BULKHEAD CRITERIA CRITERIA PER MALL TENANT CRITERIA WOOD FLOORING COMMERCIAL MAINTENANCE INSTRUCTIONS: J. PROTECTION: 3. SAND WITH 100, 120 AND 150 GRIT SANDPAPER. Title: PROTECT FLOOR AND ALL ADJACENT SURFACES FROM PAINT 4. REPEAT,IF NEEDED-SPOT PUTTY WHERE NEEDED WITH ACRYLIC SALES GYP. BD. CEILING CONCEALED WHITE ED BETWEEN DOALIGN ALIGN CENTERED TERR LIGHTING LINES SPECIFICATIONS AN D PREVENTATIVE MAINTENANCE SMEARS,SPATTERS AND DROPPINGS. USE DROP CLOTHS TO GLAZING PUTTY AND SAND WITH 150 GRIT SANDPAPER. 1. NOT USED. PROTECT FLOORS. COVER FIXTURES AND REMOVE HARDWARE NOT ALIGN CENTERED BETWEEN 2. ALL TABLES AND CHAIRS MUST HAVE FELT FLOOR PROTECTOR PADS ON THE TO BE PAINTED. MASK OFF AREAS WHERE REQUIRED. 5. PRIME WITH BENJAMIN MOORE ULTRA FILL(MIX THICK). SALES SOFFIT CONCEALED WHITE DOWNLIGHTS OR ON LIGHTING LINES LANDLORD UNDERSIDE OF THEIR LEGS. FELT PADS SHOULD 6POWER SAND WITH 180 GRIT SANDPAPER..LD BE CLEANED MONTHLY AND K. DRY WALL NORMAL USE AND ATMOSPHERIC CONDITIONS. ALIGN CENTERED BETWEEN L. PRIOR TO PAINTING,APPLY U.S.G.'SHEETROCK" REPLACED EVERY 6 MONTHS. SALES VAULT CONCEALED WHITEBRAND 7. PRIME AGAIN WITH SAME PRIMER(MIXED THINNER). HAND SAND WITH DOWNLIGHTS OR ON LIGHTING LINES PRIMER" 220 GRIT SANDPAPER.FIRST COAT". VESTIBULE GYP. BD.CEILING CONCEALED WHA ALIGN CENTERED BETWEEN REQUIREMENTS 3. AVOID EXCESS MOISTURE FROM TRACKED IN WATER, LEAKS,OR 8. MIX PAINT WITH SLOW-DRY LACQUER THINNER TO DESIRED DOWNLIGHTS OR ON LIGHTING LINES OVER-MAINTENANCE SUCH AS WET MOPPING. M. REFER TO FINISH SCHEDULE FOR BASE PAINT COLORS THICKNESS(50/50 TO 70/30 RATIO)&ADD 1 OUNCE OF LACQUER AS NEEDED RETARDANT TO EACH QUART OF PAINT(OR AS SPECIFIED BY FIXTURE TOILET GYP. BD.CEILING CONCEALED WHITE CENTER ON LIGHT 1. CLEAN UP SPILLS IMMEDIATELY. FOR STICKY SPILLS,QUICKLY WIPE UP AS MUCH 3. MATERIALS: CONTRACTOR). AS POSSIBLE,THEN APPLY RECOMMENDED FLOOR CLEANER TO A COTTON CLOTH AND A. REVIEW THE PAINT AND FINISH SCHEDULES WITH THE OWNER,AND 9. SPRAY 2 OR 3 COATS OF PAINT. STOCKROOM SUSPENDED SEMI-RECESSED CHROME ALIGN CENTERED BETWEEN WIPE UP ANY REMAINING RESIDUE. SUBMIT COMPLETE LIST OF MATERIALS PROPOSED FOR THE WORK, D. FERROUS METAL: ACOUSTICAL CEILING DOWNLIGHTS OR ON LIGHTING LINES Sheet No. USING THE HIGHEST GRADE MATERIAL AVAILABLE FROM THE FIRST COAT ZINC CHROMITE(OMIT IF SHOP PRIMED);SECOND AND EXPOSED EXPOSED W/ ALIGN CENTERED BETWEEN 2. SWEEP OR VACUUM FLOOR TO REMOVE ALL DEBRIS. TO REMOVE SCUFFS TO MANUFACTURER. THIRD COATS SEMI-GLOSS ENAMEL. STOCKROOM STRUCTURE SHIELD CHROME DOWNLIGHTS OR ON LIGHTING LINES STUBBORN STAINS THAT ARE NOT REMOVED WITH RECOMMENDED FLOOR CLEANER, USE ORIGINAL'GOOF-OFF"SPARINGLY,THEN FOLLOW WITH THE CLEANER. B. EMPLOY COATS AND UNDERCOATS FOR ALL TYPES OF FINISHES IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURERS OF BENJAMIN MOORE PAINTS. A040 C. REFER TO SHEET A400 FOR MATERIAL REFERENCE. DEMO GENERAL NOTES REFERENCE NOTES LEGEND A THE GC SHALL BE RESPONSIBLE FOR VERIFYING ALL EXIST. FIELD CONDITIONS SO AS TO I PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL DEMOLITION. X01 LEASELINE D11 EXISTING TRANSFORMER, ELECTRICAL AND X02 EXISTING DEMISING WALL TO REMAIN PHONE PANELS TO BE REMAIN-SEE BECOME FAMILIARIZED WITH THE DEMOLITION AND/OR DEMOLITION WORK WHICH MAYBE J ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT ELECTRICAL PLANS FOR MORE INFOEXISTING DEMISING WALL-FIRE PARTITION. FIRECODE W SHEETROCK,TAPED AND REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS.THE SCOPE OF TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF HOURS". X03 EXISTING STRUCTURAL COLUMN TO REMAIN, SEALED TO DECK ABOVE. WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXIST. CONTRACTOR TO PROTECT DURING D12 EXISTING VAULTED CEILING AND SOFFIT TO K THE ELECTRICAL CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL EXIST. ELECTRICAL , . CONSTRUCTION. REMAIN CONSTRUCTION IN PART OR ITS ENTIRETY AND THE DEMOLITION RELOCATION AND POWERING x. DEVICES, CONDUIT AND WIRING WORK AS CALLED OUT IN THE CONTRACT DOCUMENTS AND AS � EXISTING WALL TO REMAIN OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER NECESSARY WHETHER SUCH ITEMS ARE INDICATED IN THE CONTRACT DOCUMENTS OR NOT,IN X04 EXISTING NEUTRAL PIER TO REMAIN AND BE D13 EXISTING CHANDELIER TO BE RELOCATED AS TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE. IT IS THE INTENT THAT ORDER TO ACCOMPLISH THE INSTALLATION OF THE SPECIFIED NEW WORK EQUIPMENT. PROTECTED DURING CONSTRUCTION INDICATED. REFER TO SHEET A300 FOR _ — _ _ — EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE MATERIAL AND DEVICES REMOVED SHALL BECOME THE PROPERTY OF CONTRACTOR(IF LOCATION _ _ __ _ _ EXISTING TO BE DEMOLISHED INVOLVED IN THE INITIAL INSTALLATION,THAT IS -CARPENTRY WORK BY THE CARPENTRY D15 EXISTING METAL PANEL,ACOUSTICAL TILE OR Linane/Drews Architects TRADE, MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES APPROVED BY THE TENANT). SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED IN THE CONTRACT DOCUMENTS. CONDUIT,WIRE AND OUTLET BOXES REMOVED SHALL BE D01 EXISTING STOREFRONT TO BE REMOVED. GC GYP BD CEILING AND ASSOCIATED SUPPORT 3500 West Burbank Boulevard,Burbank,CA 91505 RESPECTIVELY,AND SO ON.THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL WIRES/FRAMING TO REMAIN 818.972.5080 Fax:818.848.3895 T THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR SCRAPPED BY THE ELECTRICAL CONTRACTOR.WHERE WALLS AND CEILING ARE TO REPAIR EXISTING BULKHEAD AND NEUTRAL THE COST OF ALL DEMOLITION AND/OR DEMOLITION WHICH MAY BE REQUIRED TO PRODUCE THE REMOVED,THE CONDUIT IS TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE PIER FINISHES TO LIKE-NEW CONDITIONS. D16 EXISTING EMERGENCY EXIT SIGNS TO BE ©Copyright: Linane brews Architects,Incorporated END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. ABANDONED CONDUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE WALLS AND D02 EXISTING DOOR TO REMAIN,VERIFY CONDITION REPLACED All rights reserved CEILINGS BY THE DEMOLITION CONTRACTOR.ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED IN FIELD D17 EXISTING TENANT DUCTWORK AND UNIT TO B IF THE GC IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION AT THE REMAINING LINE OUTLET BOXES OR AT THE PANELS, IF NOT COMPLETELY REMOVED. D04 EXISTING PLUMBING,TOILET FIXTURES AND REMAIN PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN L PLUMBING SUBCONTRACTOR TO VISIT SITE PRIOR TO BIDDING ON DEMOLITION, LOCATE ALL ACCESSORIES TO BE REMAIN,VERIFY D18 EXISTING ENTRY ARCHWAY TO BE REMOVED REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SUPPLY,WASTE AND VENT PIPING TO BE REMOVED, LABEL ALL SUPPLY,WASTE AND VENT CONDITION IN FIELD D19 EXISTING LIGHT FIXTURES TO BE REMOVED AS SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION. PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE CUTTING OF SLABS D05 EXISTING STOCKROOM SHELVING, FIXTURES, INDICATED C GC TO COMPLETE ALL DEMO AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS WHICH WILL BE COMPLETED BY LANDLORD'S G.C., CAP BELOW SLAB LINES AS REQUIRED, BRING AND ACCESSORIES.VERIFY WITH OWNER IF TO D20 EXISTING LIGHT FIXTURES TO REMAIN AS � Cl AND RUBBISH FROM THE PROJECT AND BUILDING SITE UP TO SLAB LINES ALL PIPES THAT ARE TO BE CREATED FOR CODE REQUIRED CLEAN-OUTS AND BE REPLACED INDICATED REFER TO SHEET A300 FOR —J� D DEMO WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT,AND ALL FOR ALL NEW CLEAN-OUTS. COORDINATE WITH GENERAL CONTRACTOR AND D06 REMOVE EXISTING FLOORING, BACKING,AND LOCATION INSURANCE PAPERS AS REQUIRED BY THE LL OF THE BUILDING TO BE SUBMITTED WITH THE M DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF MASTIC.PREPARE CONCRETE SLAB TO D21 REMOVE EXISTING DROP SOFFIT E.DREWS REQUIRED LIMITS OF LIABILITY AND INDICATION OF INSURED PRIOR TO STARTING WORK. FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS RECEIVE NEW FLOOR FINISHES,SEE A400 FOR E ALL AREAS WHERE DEMO IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES MORE DETAILS. D22 EXISTING HEAVY UNISTRUT GRAPHIC SUPPORT ■ REQUIRED SHORING, BARRICADING,AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GC N ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING TRACK TO BE REMOVED �— D07 EXISTING ELECTRICAL OUTLETS TO BE D23 EXISTING TENANT HVAC REGISTERS TO F.L7 .t K IFORNR F ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING 0 ALL SPRINKLER LINES, MAINS, BRANCHES,AND HEADS TO REMAIN OR TO BE MODIFIED, RAISED, REMOVED OR RELOCATED AS REQUIRED REMAIN -SEE CEILING PLAN \o. 4610 _ SITE.ANY HAZARDOUS MATERIALS DEMOLITION OR DEBRIS DUMPING TO BE COMPLETED BY THIS REPOSITIONED BY THE GENERAL CONTRACTOR'S SPRINKLER CONTRACTOR,OR LANDLORDS D08 EXISTING SPRINKLER LINES, DROPS AND D25 EXISTING TENANT FIXTURES,AND CASEWORK PENDANT TYPE HEADS SHALL NOT BE CONTRACTOR, PER PROPER APPROVALS. DESIGNATED SPRINKLER CONTRACTOR(GENERAL CONTRACTOR TO VERIFY PRIOR TO BID) eys� TO BE REMOVED. G GC IS RESPONSIBLE FOR THE BREAKOUT AND DEMO OF CONCRETE SLAB AT ALL AREAS WHERE P REMOVE PLUMBING FIXTURES SHOWN TO BE REMOVED AND ALL THEIR ASSOCIATED PIPES. REMOVED BY THE DEMOLITION CONTRACTOR, Cg7 UNDER SLAB MECHANICAL, PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND REPAIR ALL PENETRATIONS THROUGH WALLS, ROOF AND FLOOR TO ACHIEVE A LEVELED ALL REMOVAL AND/OR RELOCATION OF LINES D26 EXISTING VCT FLOORING TO REMAIN. GC TO 11,, COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SMOOTH FINISH WITH ADJACENT MATERIALS DROPS&HEADS SHALL BE DONE BY THE FIRE VERIFY IN FIELD CONDITION. REPAIR AS DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD PROTECTION CONTRACTOR. REQUIRED Q REUSE EXIST. ROOF SUPPORTS AND OPENINGS TO THE FULLEST EXTENT POSSIBLE AND PATCH D27 EXISTING ELECTRICAL OUTLETS TO REMAIN. H ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION"RULES AND AND REPAIR AS REQUIRED,AND AS INDICATED ON MECHANICAL DRAWINGS D10 CONSTRUCTION BARRICADE WITH ACCESS RELOCATED AS REQUIRED. GC TO REPLACE CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED REGULATIONS". R THE GC IS REQUIRED TO MAINTAIN THE INTEGRITY OF THE LANDLORD STOREFRONT BULKHEAD, DOOR PER LANDLORD REQUIREMENTS ELECTRICAL COVER AS NEEDED.VERIFY "CONSTRUCTION SET"HEREIN TO STRUCTURE ABOVE.ALL REPAIRS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONDITION IN FIELD. ISSUE DATE: (E)GYP BD. CEILING (E)GYP BD. SOFFIT ADJACENT TENANT JI0.- I it ISSUED FOR: DATE FINAL LL REVIEW 05/07/2015 — BID / PERMIT SET 05/26/2015 X01 I D12 D23 I � Deo 000 O 000 D 000 D 000 O 000 000 O no I D22 III 1 II II IIINo. REVISION ISSUES DATE Dzo D,sI I MALL 01z III L T PROMENADE Q 019 � 0 0 0 e 0 D13 D18 Dig D16 / Q OO (E)GYP. BD.VAULT (R) O O 0 �IVA � ; O I I fD21 x01 0 I o 0 VD23 J TT 0 III D,s D,7 000 000 a 000 a 000 a1170-0-011a 000 a o Dzz i Iii JD Diz 015 titan (E)2'x 4'ACT S tem (E)GYP BD.CEILING (E) GYP BD. CEILING ADJACENT TENANT x01 REFLECTED CEILING PLAN SCALE: 3 ADJACENT TENANT WASHINGTON SQUARE NOTE: x02 x01 X03 FOR REFERENCE ONLY IF MODIFICATIONS x03 xoa — SQUARE RD MALL SOFFIT TO EXISTING BARRICADE ARE REQUIRED. 9585 S.W. WASHINGTON I SPACE # ON 4 MIL BLACK VISQUEEN-STRETCH TIGHT,WRAP x01 I PORTLAND, OR 97223 &SECURE TO AREA BEHIND MALL SOFFIT ooz �� Dol LL PROJECT NUMBER: BG1414.00 D06 D27 DOB Doz I I III MALL Drawn By File Name 5/8"FIRE CODE G.W.B.,(TAPE JOINTS;PAINT X03PROMENADE LDA BG1414_RevitCD.rvt BENJAMIN OF PAINT SEMIRE NAVAJO WHITE 66�95(2)COATS-GLO S)COORDINATE PAINT COLOR D11 Doz D1a L RBCheked By Scale: = 1'-0" WITH LANDLORD I // x01 Project Mgr. RYM TENANT 35/8"x 20 GA.MTL.STUDS @ 24"O.C. O p Doz Title: INTERIOR MALL CONCOURSE o � D25 Dob Dal Dos �� I TYP. DEMOLITION FLOOR I I SUPPORT KICKERS AS REQ'D U Doa \ 2 METAL TRACK- J D26 027 D05 A,00 PLAN & REFLECTED SECURE TO 2X4 PLATE Q D27 2x4 PLATES SECURE TO PLYWOOD ® I ole FJ_ 4'4'-0" CEILING PLAN FROM UNDERSIDE,SCREWS TO BE FLUSH(TYP.) // D01 4'-0" 314"PLYWOOD FLOORING Sheet No. HOLD ADJACENT TENANT x01 x02 xoaA100 BARRICADE DETAIL SCALE: 2 DEMOLITION PLAN SCALE: 1 REFERENCE NOTES (UNLESS OTHERWISE ALLEo T°EMS�ITEMS ARE ECONTRACTOR FURNISHED, GENERAL NOTES X01 LEASELINE F03 EXISTING 8'-0"HIGH STOCK ROOM A NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES IN THE DIMENSIONS X02 EXISTING DEMISING WALL TO REMAIN SHELVING UNITS. REPLACE AS REQUIRED AND/OR FIELD CONDITIONS PRIOR TO THE START OF ANY WORK. X03 EXISTING STRUCTURAL COLUMN TO -VERIFY CONDITION IN FIELD AND B ALL DIMENSIONS ARE FROM THE FINISH FACE OF GYP BD OR TO CENTER LINE OF COLUMN , . REMAIN,CONTRACTOR TO PROTECT CONFIRM WITH OWNER (U.N.O.) DURING CONSTRUCTION. F05 EXISTING PREFABRICATED MANAGER'S C MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING X04 EXISTING NEUTRAL PIER TO REMAIN AND DESK SHALL BE 4" BE PROTECTED DURING CONSTRUCTION F06 EXISTING PREFABRICATED KITCHENETTE D ALL GYP BD TO BE TYPE W,5/8"THICK(U.N.O.) A01 NEW STOREFRONT SYSTEM WITH UNIT W/SINK E GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING AND BRACING FOR FIXTURE Linane/Drews Architects TEMPERED GLAZING,SEE STOREFRONT F08 EXISTING MICROWAVE OVEN AND INSTALLATION AND ALL ELECTRICAL COMPONENTS TO COMPLETE THE FINAL INSTALLATION OF 3500 West Burbank Boulevard,Burbank,CA 91505 ELEVATIONS FOR MORE DETAILS UNDERCOUNTER REFRIGERATOR ALL THE FIXTURES.COORDINATE WITH THE FIXTURE CONTRACTOR. 818.972.5080 Fax:818.648.3895 A02 NEW LASERCUT METAL ENTRY ARCH P01 EXISTING FLOOR DRAIN TO REMAIN. F ALL PLYWOOD AND WOOD BLOCKING TO BE FIRE RETARDANT. ©Copyright:2012 Linane/Drews Architects,Incorporated A03 NEW STOREFRONT ENTRY DOORS VERIFY LOCATION,CONDITION AND Al rights reserved SURROUNDING TILE IN FIELD. A04 EXISTING 5/8"GYP BD DROP SOFFIT. T01 EXISTING PLUMBING FIXTURES AND PATCH AND REPAIR AS REQUIRED ACCESSSORIES TO COMPLY WITH STATE A05 NEW 5/8"GYP BD SOFFIT AND LOCAL CODES.GC VERIFY A08 EXISTING 5/8"GYP BD BARREL VAULTED CONDITION. REPLACE AS REQUIRED. A / CEILING T02 EXISTING WATER CLOST, LAVATORY 8 ``L41 A72 NEW TRACK LIGHTING TROUGH,SEE STOREFRONT SECTIONS FOR DETAILS LOCAL CODES.GC VERIFY CONDITION.T TO COMPLY WITH STATE AND LEGEND A16 EXISTING MALL FLOORING TO REMAIN, REPLACE AS REQUIRED %. GC TO PATCH AND REPAIR AS NEEDED, SEE SHEET A400 EXISTING DEMISING WALL-FIRE PARTITION. FIRECODE'X'SHEETROCK,TAPED AND A19 NEW STOREFRONT ENTRY PORTAL SEALED TO DECK ABOVE. E01 NEW STOREFRONT SIGN-REFER TO �R IfOR\C4 STOREFRONT ELEVATION FOR LOCATION EXISTING WALL TO REMAIN \o.4610 AND DETAIL E02 EXISTING ELECTRICAL AND TELEPHONE NEW NON-RATED PARTITION 4." PANELS OF F01 NEW ACCESSIBLE CASHWRAP W/34"HI X O WALL TYPE-SEE WALL TYPES SHEET A500 36"WIDE TRANSACTION COUNTER BY F.C. F02 PERIMETER FIXTURE SHOWN DASHED, O DOOR NUMBER-SEE SHEETA600 FOR DOOR TYPES CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED SEE F200 "CONSTRUCTION SET"HEREIN REFERENCE KEYNOTE-SEE REFERENCE NOTE ISSUE DATE: ISSUED FOR: DATE FINAL LL REVIEW 05/07/2015 BID / PERMIT SET 05/26/2015 No. REVISION ISSUES DATE G H A210 0Q ,"._0.1 20'-0" 6'-4„ 0 10'-5" 5'-7" r-7" 43'-5" V.I.F. V.I.F. V.I.F. V.I.F. x03 Q X03 01 ADJACENT TENANT xo4 • _I _ �•� Ono F02 02 , Ii F02 li �O co _ 5 — _ - - - (E)VESTIBULE A04 A04 _. ..... i \ . A01 xoz - - - - - - W ,02 2 _ - - - - - - - - - - - - - - Al2 o A19 MALL / ILton W41 2 r — — — — — — — — — — — — — — — — — — — F I PROMENADE WX01 E02 F08 O - .._ - W O F02 I 1 OS I I • a I O w u O (E)STOCK M T02 I ( i 4 A410 3 (E) SALES AREA I Ags 'i = -0 I I 2 A210 ? j 104 I LL D 166 SF Fot I 2 101 I I I A03 D: 900 SIF I WASHINGTON SQUARE c ' V . ....F�_ __ .__ .__ _ (E)T010LET TOi I '._ i I A08 I I I r I A16 zo Po1 I A0z F03 59 s I . L — — — — — — — — — — — — — — J 9585 S.W. WASHINGTON SQUARE RD - - - - - - - - - - - - � — _ _ _ — J A,9 — SPACE # R 9 Foz I 32'-8" i Al2 i PORTLAND, OR 97223 V.LF. - - __ _ .. _ _... _ A01 Foe Foz x01 PROJECT NUMBER: BG1414.00 Drawn By File Name xoa LDA BG 1414_RevitCD.lvt xoz xo, ADJACENT TENANT -- Checked By Scale: 10'-5" r-o" 50'-71/4" ---- 2'-4- - RB 1/4" = 1'-0" V.I.F. V.I.F. V.I.F. V.I.F. Project Mgr. 70'-4"LEASELINE TO LEASELINE RYM V.I.F. Title: FLOOR PLAN Sheet No. A200 FLOOR PLAN SCALE: 1 1/4"= 1'-0" 3 5/8"X 20 GA METAL STUD FRAMING EXISTING - - LASERCUT PANEL STRUCTURAL COLUMN 3 5/8"X 20 GA 1"X3"METAL ------- 7116*STONE CONTINUOUS FRAME _-_---_-_-_-_-_-_-_-_---_- LEASELiNE TOPANDTTOM , VENEER OVER THIN BOTTOM TRACK 1/7 TEMPERED . SET 5/8'OVER GLAZING TYPE"X'GYP BD, • 2 TYR LEASELINE NEW STONE VENEER �- —-� i A221 TILES OVER NEW LinanelDrews Archf[ects STOREFRONT BASE- 4 I ` I 3500 West Burbank Boulevard,Burbank,CA 91505 JERUSALEM GOLD, A210 I ' \` ' 3 818.972.5080 Fax:818.848.3895 18"X18" I A21D C Copyright 2012 Linane Drews Archttec s,Incorporated CUSTOM METAL _ ` All rights reserved GATE ENTRY, REFER TO SHEET A221 rtr �•-- ' N EXISTING NEUTRAL r _ �- _ _ _ _ _ _ _ _ iv ARC PIER TO REMAIN •'l l� LEASELINEir �_ r"� ' —. L < 10TEMPERED 1 F a GLAZING4610 -- �, IE/)RtiL-1 NEW 10 CLEAR 2'-0' 1'- 1' 1'-2" T-8" V-2" 1'- 1" 7-0" TEMPERED GLAZING (� 111/2" EQ. EQ. 101/1' PREFABRICATED STONE CORNER V-2' 18'-0"LEASELINE TO LEASELINE TILE,TYP. LEASELINE V.I.F. CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SEHEREIN ENTRY PORTAL DETAIL SCALE: 3 ENLARGED STOREFRONT PLAN SCALE: 1 T' 3"' 1'-0' 1/7= 1'-0- ISSUE DATE: ISSUED FOR: DATE FINAL LL REVIEW 05/07/2015 4 BID / PERMIT SET 05/26/2015 3 A220 A220 A220 EXISTING MALL BULKHEAD No, REVISION ISSUES DATE MEDIUM ACRYLIC LETTERS WALL MOUNTED ILLUMINATED SIGN Q (UNDER SEPARATE PERMIT) A NEW STONE VENEER TILES-JERUSALEM Q GOLD, 18"X18" 14,_0. L� I j MALL BULKHFJID RECESSED TOP GLAZING CHANNEL r gh on I PREFABRICATED STONE CORNERS / EXISTING LEASELINE + ` 6 EXISTING MALL I -�- -�-� - --- GLAZING,TYP.EAR � 1_�O� NEUTRAL PIER TO I —a---- I GLAZING,TYP. �`] REMAIN 1/7 CLEAR I I I NEW NON- TEMPERED GLAZING, TYP ' I ILLUMINATED SIGN � � I METAL CHANNEL POLISHED S.S. METAL WASHINGTON SQUARE / FINISH BY GLAZING SIM. CONTRACTOR EXISTING DEMISING WALL ` 9585 S.W. WASHINGTON SQUARE RD TO REMAIN I �\ 1 I A210 0 LEASELINE 4 . / \` . A221 I EXISTING LEASELINE N SPACE # G13 A210 ' I PORTLAND, OR 97223 5/8"TYPE'X"GYP BD TO BE tO PROJECT NUMBER: PAINTED P, I j BG1414.00 NEW STONE VENEER TILES ' , - Drawn By File Name OVER NEW STOREFRONT I I I I LDA BG1414 RevitCD.rvt BASE-JERUSALEM - - - - - - GOLD, BOTTOM RECESSED 18"X18" GLAZING CHANNEL I I I Checked BY Style: i OPEN BUTTJOINTED ' RB As indicated 1/2"TEMPERED GLAZING NEW STONE VENEER I I I I Project Mgr. TILE BASE / RYM ITRIe: _ _ ISTOREFRONT PLAN F ISH FLOOR 1 ELEVATION AND EXISTING NEUTRAL PIER TO DETAILS REMAIN AND BE PROTECTED DURING 5 CUSTOM DOOR PULLS 5 NEW STONE VENEER TILES- CONSTRUCTION A220 A220 JERUSALEM GOLD, 18"X18" PATCH AND REPAIR FROM NEW FRAMELESS ENTRY DEMOLITION OF EXISTING DOOR(TEMPERED STOREFRONT.REPLACE GLASS) Sheet No. WITH 5/8"TYPE'X'GYP. BD AS REQUIRED. Pi NEUTRAL PIER PLAN DETAIL SCALE: 4 STOREFRONT ELEVATION Ste: 2 EXISTING MALL BULKHEAD TO REMAIN LEASELINE 5/8"STONE VENEER TILE 1/2"METAL REVEAL OVER THIN SET PRE-FABRICATED — — STONE TILE TRIM + Til 3 5/8"x 20 GA. METAL STUDS AT Architects 24"O.C.SEE SECTIONS ON A220 3 3500 Wrevrs 500 West BurbarYc Boulevard,Burbank.CA 91505 I I 818.972.5080 Fax:818.848.3895 (3)#8 S.M.S.AT EACH STUD I I ©Copyright:2012 Lkmne/Drews Architects,Incorporated TO STUD CONNECTION,TYP. MI rte$reserved 5/8"STONE VENEER TILE OVER THIN SET-SEE SHEET A210 FOR `*' MORE INFOgD AP, SCJ 5/8"W.R.GYP.BD SHEATHING I I �CA �'f� J MOTUABLED L STUDN8"X 20 GA. PRE-FABRICATED STONE 5/8"TYPE W GYP. BlY3.�ti 1FORtil1 TILE TRIM BD.LIGHT TROUGH r� No.X610 TOP CHANNEL RECESSED TRACK LIGHTING, yr' ,� `t GLAZING CHANNEL SEE ELEC.DWGS S,iF Off' 12"CLR.TEMPERED GLAZING 5 12 9" TRACCONTK GA MTL SET IN NEOPRENE CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET"HEREIN SCALE: STOREFRONT HEAD 2 1 12"= 1'-0' ISSUE DATE: ISSUED FOR: DATE H H H FINAL LL REVIEW 05/07/2015 EXISTING FIRE BID / PERMIT SET 05/26/2015 SPRINKLER MAIN EXISTING MALL EXISTING FIRE BULKHEAD AND SPRINKLER MAIN I EXISTING MALL EXISTING STRUCTURE CEILING TO REMAIN BULKHEAD AND TO REMAIN No. REVISION ISSUES DATE CEILING TO REMAIN LEASELINE EXISTING STRUCTURE EXISTING MALL I EXISTING FIRE TO REMAIN BULKHEAD AND CEILING SPRINKLER MAIN EXISTING STRUCTURE TO REMAIN TO REMAIN Q LEASELINE I I Q 5/8"STONE VENEER TILE I 5/8"STONE VENEER TILE I IQ OVER THIN SET OVER I OVER THIN SET OVER 3-5/8"x20 GA METAL STUD W/ 5/8"W.R.GYP.BD 5/8"W.R.GYP.BD CONNECTION,TYP.S.MS AT STUD �SHEATHING �SHEA_THING � V 0" OBULKHEAD — —•—" — — BULKHEAD — — — _qF MALLLBULKHEAD — — 3-5/8"x 20 GA METAL STUD 1N! — (3)#8 S.MS AT EACH STUD I 3-5/8"x 20 GA METAL NEW ILLUMINATED CONNECTION,TYP. STUD W/(3)#8 S.MS SIGNAGE UNDER AT EACH STUD SEPARATE PERMIT CONNECTION,TYP. - NEW 5/8"STONE NEW 5/8"STONE VENEER TILE OVER THIN NEW 5/8"TYPE"X" SET OVER 5/8"W.R. _ •J GYP BD HELD TIGHT VENEER TILE OVER THIN , ALIGN �Ih ton GYP.BD SHEATHING TO EXISTING SET OVER 5/8"W.R. I }� BULKHEAD AND GYP.BD SHEATHING 5 V NEW 5/8"TYPE"X"GYP 2 STRUCTURE P1 I NEW 5/8"TYPE"X"GYP A221 BD HELD TIGHT TO ' A220 BD HELD TIGHT TO EXISTING BULKHEADNEW 5/8"TYPE"X"GYP EXISTING BULKHEAD I — AND STRUCTURE AND STRUCTURE p1 EXISTING FRAMING BD HELD TIGHT TO EXISTING FRAMING TO REMAIN EXISTING FRAMING TO REMAIN P1 EXISTING FRAMING TO REMAIN WASHINGTON SQUARE NEW 5/8'TYPE"X"GYP EXISTING CEILING EXISTING CEILING NEW 5/8"TYPE"X"GYP EXISTING CEILING BD HELD TIGHT TO TO REMAIN TO REMAIN BD HELD TIGHT TO TO REMAIN EXISTING FRAMING I EXISTING FRAMING I P1 EXISTING DROP SOFFIT BEYOND EXISTING DROP P1 EXISTING DROP 9585 S.W. WASHINGTON SQUARE RD LEASELINE SOFFIT BEYOND SPACE #G13 5/8"STONE VENEER TILE SOFFIT BEYOND OVER THIN SET OVER L SALES AREA DOOR PIVOT PORTLAND, OR 97223 MALL SALES AREA I 5/8"W.R.GYP.BD 12"CLRISHEATHING GLAZING MALL I SALES AREA I LASER-CUT OPEN PROJECT NUMBER: BG 1414e 00 12"TEMPERED METALFRAME G.C.TO PROVIDE GLAZING LEASELINE 3-5/8"x 20 GA METAL STUD 1"x3" I Drawn By File Name � POLISHED S.S. CONTINUOUS 1/4"BACKER I 12"CLR TEMPERED BRACING W/(3)#8 S.MS AT STOREFRONT FRAMING LDA BG1414_RevitCD.lvt ROD AND SEALANT RECESSED GLAZING GLAZING EACH STUD CONNECTION, CHANNEL I TYR I Checked BY Scale. STONE VENEER PRE-FAB STONE TILE GC SHALL CAREFULLY SAW I I PORTAL BEYOND RB As indicated CORNER,TYP.OF BOTH NEW STOREFRONT I CUT AND REMOVE MALL 3-5/8"x 20 GA METAL STUD project Mgr. SIDES CONT.WOOD BASE WITH 5/8'STONE FLOORING IN THIS AREA GC FRAMING FOR PORTAL BLOCKING VENEER TILE OVER TO REMOVE AND REPLACE FRAMELESS ENTRY RYM STONE TILE VENEER OVER THINSET OVER 5/8"W.R. ANY AND ALL DAMAGED GLASS DOORS MALL FLOORING ADJACENT 4"GLAZING BASE W/ 1/4"THINSET(S-3) F GYP.BD SHEATHING TO I POLISHED STAINLESS Title. LIKE-NEW CONDITION TO SAW CUT TO PROVIDE DOUBLED 3-5/8"x 20GA. c BDE'X' A 5 "LIKE NEW CONDITIONS STEEL FINISH STOREFRONT ' FMETAL STUD 12"PLYWOOD I SECTIONS AND INTERIOR SALES 0• 0• ' I 0' DETAILS PROVIDE SEALANT&BACKER- — — — — FLOOR FINISH— — IN INISH FLOOR FINISH FLOOR ROD II I Sheet No. 5-1/2"x 16GA. BOTTOM TRACK 5 12" STOREFRONT BASE DETAIL SCALE: 5 STOREFRONT DISPLAY SECTION SCALE. " 4 STOREFRONT PORTIAL SECTION s�ALE. . 3 STOREFRONT ENTRY SECTION SCALE. . 1 A220 3"= V-0" 12"= V-0 12"= V-0 12"= V-0 3-5/8"X20 GA METAL I STONE VENEER TILE OVER FRAMELESS GLASS DOORS STUDS AT 24"O.C. I THIN SET OVER 5/8"W.R. GYP BD SHEATHING PRE-FABRICATED STONE _ _ _ _ _ _ - _ - _ 'I'l METAL FRAME CORNER TRIM I , N LASERCUT PANEL GYP BD SOFFIT ` ' ANCHOR BY G.C. 4 NEW STOREFRONT ENTRY PORTAL Linane/Drews Architects 3500 West Burbank Boulevard,Burbank,CA 91505 MOUNT ANGLE BY I.C. I , 818.972.5080 Fax 818 M.3895 FASTENER BY I.C. 1X3"POLISHED STAINLESS t � C Copyright 2012 LinanelDrevrs Architects, Incorporated COVER ANGLE BY I.C. STEEL FRAMING i) All rights reserved 01 LASER-CUT OPEN ^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ METAL FRAME oir - - - - - - - - - - - - - - - - - - - - - - - - 1"x3"POLISHED - ' - T - STAINLESS I -� \N� ^ STEEL FRAMING -- J all TOP PIVOT HINGE AT GLASS DOORS i i EQ EO �,IIFORNLa LEASELINE \o.Is�10 BY DOREFNT 1 ?46 � �VENDOR 1 ( L I�� LEASE LINE 0.- 1/2"TEMPERED V-2" 10" 8'-0" 10" V-2" GLASS DOOR. SEE DOOR SCHEDULE T-8" SALES 3" 8" CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET"HEREIN STOREFRONT HEAD 3= I'l 5 ENTRY GATE PLAN 3//4� 2 ISSUEDATE: ISSUED FOR: DATE 4"BOTTOM GLAZING SHOE SALES FINAL LL REVIEW 05/07/2015 1/2"CLEAR TEMPERED GLAZING BY STOREFRONT ENTRY DOORS BID / PERMIT SET 05/26/2015 VENDOR 1"x 3"POLISHED S.S. STOREFRONT FRAMING NO. REVISION ISSUES DATE 1/8"TRIM CAP - - - - - - - (BELOW) O ZL 1/4"OPEN / - - - - - - - - 5 METAL WORK ; Q A221 ' 1/2"GLAZING CHANNEL BY DOOR PIVOT STOREFRONT VENDOR �9 IF I MALL0 0® is 1" 1/2"GLAZING CHANNEL X / BY STOREFRONT 1�ton VENDOR"POLISHED 10' ,' �� � FINISH" ' ` 1"x 3"POLISHED o� CHROME METAL FRAME 3"= III14 ENTRY DOOR PLAN DETAIL SCALE: 4 BY IRON CONTRACTOR (LC.) OPEN LASERCUT METAL WASHINGTON SQUARE 3" \ WORK FRAME �/ 9585 S.W. WASHINGTON SQUARE RD SALES MALL °o ` SPACE # G13 z b, w x c PORTLAND, OR 97223 O —._ __ o 114"LASER CUT PANELW �� CUSTOM DOOR PULLS, PROJECT NUMBER: BG 1414.00 W m = 7 m SEE SHT A600 ®��� ��® Drawn By File Name o LDA BG1414 RevitCD.rvt W 1" 112" a C ` Checked By Scale: NEW FRAMELESS RB As indicated o - ENTRY DOOR _ (TEMPERED GLASS) Project Mgr. ` RYM W 1/2" SQ. BAR GLAZING STOP g 1/8"TRIM / `� TAPERED BOTTOM COVER 1"x 3" FRAME Title:RAIL, STAINLESS STELL FINISH MTL. SUPPORT TABS 1/4"BACKER ROD 8 SEALANT STOREFRONT ENTRY � , COLOR TO MATCH MALL GROUT GATE AND DETAILS FINISH FLOOR MALL FLOORING G.C.TO \` FINISH SCHEDULE PATCH AND REPAIR AS REQ'D _ Nk 00- FINISH FLOOR Y e. d (E)CONCRETE SLAB 3 Sheet No. 3/8"x3"EXPANSION ANCHORS A221 "HILTI"OR EQUIVALENT (ESR-1917) U21 ENTRY GATE SILL SCALE , 3 ENTRY GATE ELEVATION SCALE: 1 3-5/8"METAL STUD FRAMING LEGEND REFERENCE NOTES 24' MULTI-LAMP RECESSED E08 EXISTING RELOCATED CHANDELIER-GC ACRES GLASS FIBER PUSH-OUT ADJUSTABLE LIGHTS,T4 TO PROVIDE CLC FLUSH MOUNTED J-BOX ACCESS PANEL O O O A METAL HALIDE MULTI-SPOTS X02 EXISTING DEMISING WALL TO REMAIN T STUD BLOCKING TO SUPPORT D J- CUSTOM CHANDELIER W/(12) X03 EXISTING STRUCTURAL COLUMN TO FIXTUREna n_lpfrr TRAC-MASTER TRACK H 3W BULBS FOIC, B.O.FIXTURE REMAIN,CONTRACTOR TO PROTECT AT r$'AFF E11 EXISTING LIGHT FIXTURES TO REMAIN, , AE LIGHTING W!CONCENTRIC DURING CONSTRUCTION. LAMPS TO BE REPLACED,TYP. CYLINDER T4&39W LAMP A04 EXISTING 5/8"GYP BD DROP SOFFIT. E12 NEW EMERGENCY EXIT SIGN PATCH AND REPAIR AS REQUIRED E13 NEW RECESSED LIGHT FIXTURES,TYP. 1 11 6'VERTICAL CFL DOWNUGHT ® CUSTOM CHANDELIER W/(1) A05 NEW 5/8"GYP BD SOFFIT G.C.TO VERIFY LOCATION FOR IMPEDING Una � ts 0 B -OPEN APERTURE K 40W BULB FOIC, B.O. FIXTURE A06 EXISTING 5/8'GYP BD FRAMED CEILING. HVAC DUCTWORK ABOVE. 3500818.972.5080 West BurbankBBFax:818.848.3895 Boulevard, Burbank,CA 91505 s AT 5'-11"AFF PATCH AND REPAIR AS REQUIRED FOR F02 PERIMETER FIXTURE SHOWN DASHED, NEW LIGHT FIXTURES SEE F200 ©Copyright:2012 LiranaMraws Archxecb,Incorporated SHEET METAL L 7-0"ACCESS OPENING * FILL,TAPE AND SAME AS'B-BUT -W/90 MIN A07 EXISTING GYP BD CEILING AND WALLS AT All rigInts reserved SCREW,TYP. I SAND SMOOTH AT O 81 EMERGENCY BATTERY BACK TOILET ROOM Z-6"ROUGH OPENING JOINT BETWEEN EM IUP.NS INSTALL TEST BUTTON FRAME AND INSIDE OF FIXTURE A08 EXISTING 5/8"GYP BD BARREL VAULTED ACCESS PANEL CEILING j FRAME, BY DRYWALL,TYP. CHAIN HUNG OPEN STRIP SECURITY CAMERA LOCATION, A10 EXISTING DECORATIVE CEILING ARCI MFR. F ��qq�� GC TO PROVIDE CAT 5 CABLE MOULDING, SEE DETAIL 3/A300 f FLUORESCENT PENDANT LUJ FROM CAMERA TO AREA �� LIGHT ABOVE MANAGER'S DESK Al2 NEW TRACK LIGHTING TROUGH,SEE rBUII FEIX'$ METAL STUD METAL STUD STOREFRONT SECTIONS FOR DETAILS BLOCKING ABOVE. BLOCKING ABOVE. CHAIN HUNG OPEN STRIP SPEAKER-RECESSED A15 EXISTING FAUX VERIFY CONDT ON NCILED FIELDPATTERN. PUSH-OUT PANEL MANUFACTURED BY: INTEX F2 FLUORESCENT PENDANT FORMS INC,GLASS FIBER ACCESS PANEL EM CEILING MOUNTEDLIGHT W/90 MIN EMERGENCY A17 NEW PUSH-OUT CEILING ACCESS PANEL,#AP24, FINISH TO MATCH CEILING. BATTERY PACK SEE DETAIL?/A300 GLENDON COMPANY,510 887 8000 NOTE:THIS ACCESS PANEL NOT TO LINEAR T5 LED LIGHTS- SUPPLY DLINEAR IFFUSR-SEILING EMECH D17 OIREING MAIN NANT DUCTWORK AND UNIT BE USED IN FIRE-RATED LOCATIONS. LED INTEGRAL DRIVER SURFACE SUPPLY REGISTER-SEE D23 EXISTING TENANT HVAC REGISTERS TO �T O LED FIXTURE,LENGTH VARIES MECHANICAL DRAWINGS REMAIN-SEE CEILING PLAN RECESSED LED EDGE LIT RETURN REGISTER-SEE E01 NEW STOREFRONT SIGN-REFER TO SIGN,LED GREEN LETTERS W/ Fz] MECHANICAL DRAWINGS STOREFRONT ELEVATION FOR LOCATION Ell M 90 MIN.BATTERY BACK UP- AND DETAIL EXHAUST FAN SEE SALES AREA SIGN a MECHANICAL DRAWINGS E04 NEW LIGHT TRACK IN GYP BD FRAMED CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED CEILING-SEE STOREFRONT DETAILS "CONSTRUCTION SET"HEREIN PUSH-OUT CEILING ACCESS PANEL SCALE: EXI EXIT SIGN E06 EXISTING LED STRIP COVE LIGHTS IN M1 LED EXIT W/90 MIN.BATTERY VAULTED CEILING TO BE REPLACED BACK UP-BOH SIGN ISSUE DATE: ISSUED FOR: DATE _ FINAL LL REVIEW 05/07/2015 — _ BID/ PERMIT SET 05/26/2015 5/8"GYP.BD.VAULT PROVIDE I I IN ,PAINTED CONTINUOUS 3" No. REVISION ISSUES DATE P-1 RETURN AIR SLOT AT INSIDE FACE OF COVEiv I LED COVE LIGHTING. Q SEE SHT A300 u 0 SE PLANS 1x CONTINUOUS G H B.O.CEILING BLOCKING SOFFIT DECORATIVE MOULDING (E)2'x 4'ACT S tem (E)GYP BD.CEILING (E)GYP BD.CEILING 0 TYP.5/8'GYP.BD. BY F.C.-PAINT 11'-0" 0'-11 0'- 11 I I CEILING PAINTED P-2 SEMI-GLOSS P-2 E12 E12 ADJACENT TENANT 3 02 01 2x BLOCKING @ 32'O.C. NOTE: ATTACHED TO MTL STUDS ALL MOULDINGS TO BE PAINT GRADE. 3/4"WOOD TRIM, PAINTED pyo c LL MOULDING TO BE PROVIDED BY F.C. G.C. I I I F02 I I I E11 TO INSTALL AND TOUCH-UPAS REQUIRED P-2 SEMI GLOSS I I N > L—J I I L i I I L --- - J I I F02 m �I E04 xo1 e11 E)————— O (E) — (E)— — — — E}- — — — — (E) —(Er——— 61. Al2 ton �i[� #6 �� g E06 0 - 0 #2 EXISTING LIGHT COVE DETAIL SCALE: ..: .: : .. :: : .. : .: .. : : - :: :: -Ii: : :-:-:-- -- : : : : : :-: : : :-: - --- -- - - : : : : -: :: : :: 6' r_s E13 1 1/2"= 1,-0„ 4 F02 (E ( (E) ( (E) e(E) (�e - - A75 �5 W ( ) G P D.CEIL N m 1..1_— (E)GYP.BD.VAULT x_ " N E°' WASHINGTON SQUARE QQ I (E O VARIES — E13 A07 E" 2'-r A15 (R) E06 E12 9585 S.W. WASHINGTON SQUARE RD Ix V.I.F. t0 (E)8 (E)8 0(E) E08 8(E) (E)e " N U #1 I (E) . . . _ . . PROMENADE PO 223 - - - -- - - - -- - --- - -- - - -- 17 w OMENAD PORTLAND, RMALL 197 -- -- - ---- -- - - - - -- - - -- --- - --- - - I GYP BD.CEILING . . . . . . . . . . .. .. . . .... . . J (E) Q D17 IED 11 O F02 I �T Tj (E) (E) (E) #3 (E) (E) #4 =(E) o rj PROJECT NUMBER: BG1414.00 J o X02 — —— — r` #7 iv li r-- ----1 r --- - - � r- - - - � - - - - -fir — F — ao Drawn By File Name zv > I I I oa I I I Foe I I E„ I r— Dz3 ,i I I F0 I E04 LDA BG1414-RevitCD.rvt 11 IL Checked By Scale: Al2 RB As indicated 5' MALL CORRIDOR 6' 3• Project Mgr. (E) GYP BD.CEILING xo2 xo1 I RYM ,r_0" I REFLECTED CEILING PLAN Sheet No. REFLECTED CEILING PLAN SCALE: A300 1/4"= 1'-0" 1 MATERIAL AND FINISHES GENERAL NOTES ITEM SYMBOL DESCRIPTION SOURCE REMARKS LOCATIONS FINISH DESCRIPTION ITEM SYMBOL DESCRIPTION SOURCE REMARKS LOCATIONS FINISH DESCRIPTION A ALL APPLIED PAINT FINISHES TO BE"SMOOTH",WITH NO BRUSH STROKES VISIBLE OR PAPABLE B IS IT IMPERATIVE THAT GROUT SPACE IN FINISHED STONE AND TILE SURFACES BE NO MORE BENJAMIN MOORE #380 HAYSTACK UNSANDED POLY BLEND THAN 1/16"MAXIMUM EXCEPT AT STOREFRONT WHERE 1/8" GROUT IS ACCEPTABLE NAVAJO WHITE#72- THIS IS THE BASE SALES AREA& EGGSHELL FINISH"REGAL AQUA "REGAL AQUA"LINE TILES BASE COLOR COAT COLOR TO RECEIVE VESTIBULE WALLS T-1 48"ROUND MOSAIC PROVIDED BY ENTRY FLOOR GROUT SEAL AND"MIRACLE SEALANTS CO" C ALL INTERIOR FINISH MATERIAL IN THIS FULLY SPRINKLERED BUILDING MUST BE MI . NO SUBSTITUTIONS VELVET' FLOOR MEDALLION OWNER SUPERSEAL PENETRATING SEALER CLASS"C" INTERIOR FINISH. 2 COATS MIN. WILL BE ACCEPTED FAUX PAINTING BY ..... .......... FAUX PAINT _...... ._ ..-.. _............ . . .............. __..__ _ __.........___._..._._ __............___—_..__.__ _........_..._. _.... _ ........._. _._..... _... __ . .. ............_ �.�_..........—_....._ ... ...-.-. D ENGINEERED WOOD FLOOR FINISH IS TO BE ATTACHED DIRECTLY TO THE CONCRETE WITHOUT ...... CONTRACTOR ANY SLEEPERS OR SPACERS BETWEEN THE WOOD AND THE CONCRETE SLA PRIMER COAT SHEETROCK WHERE OCCURS VAULTED OR REGAL AQUA PEARL P-1 O BY FIXTURE STAINING BY F.C. SALES AREA, SEE DETAIL EA4 FOR MORE E REFER MATERIALS AND FINISH SCHEDULES FOR FINISH FLOOR MATERIALS Linanelorews Architects g_1 2 1/2" HIGH STAINED STAINING IN FIELDD VESTIBULE SPECIFICATIONS.ALL FLOOR TRANSITIONS MUST BE FLUSH AND LEVEL UNO. BRAND PRIMER- OCTAGONAL CEILING BASES CA 911505 "FIRST COAT" WOOD BASE CONTRACTOR DETAILS F MATERIALS AND PRODUCTS FOR USE IN THIS TENANT LEASE SPACE SHALL NOT CONTAIN 3500 west Burbank Boulevard,Burbank, 818.972.5080 Fax:818.848.3895 WHISPER WHITE#934 ICI PAINT CO. FLAT CEILINGS, 12" ASBESTOS, POLYCHLORINATED BIPHENYLS(PCB)OR OTHER HAZARDOUS MATERIA ©Copyright: 2012 Linane crews Architects,incorporated 2 COATS MINIMUM NO SUBSTITUTIONS FASCIAS,STOREFRONT FLAT FINISH G LIGHT SWITCHES AND ELECTRICAL OUTLETS AT SALES AREA, BATHROOMS,VESTIBULE AND All sere rights reserved PAINTS WILL BE ACCEPTED SOFFITS CORRIDORS OPEN TO THE PUBLIC SHALL BE COLOR IVORY. P 2 SHEETROCK H LIGHT SWITCHES AND ELECTRICAL OUTLETS AT STOCKROOM (AREAS NOT OPEN TO PUBLIC) PRIMER COAT BRAND PRIMER- ALL CROWN MOLDINGS SEMIGLOSS SHALL BE COLOR WHITE "FIRST COAT' p_5 ANCIENT IVORY BENJAMIN MOORE FIXFIXTURE FINISH By TURE CONTRACTOR FIXTURE TOWERS AND FINISH PER FIXTURE CONTRACTOR GYP. BOARD WALL & CEILING FINISH NOTES REFERENCE NOTES ,�c��►�`�" f� #OC-133 MOLDINGS SALES AREA, NORDIC OAK DRI WS 1 W-1 WOOD FLOORING JONKERS VESTIBULE FLOORING LOCATIONS LEVELS OF GYP BD FINISH PRIMER X01 LEASELINE A16 EXISTING MALL FLOORING TO REMAIN, GC FLOORING X02 EXISTING DEMISING WALL TO REMAIN TO PATCH AND REPAIR AS NEEDED,SEE 12"X12"VCT ARMSTRONG STOCKROOM CLASSIC BLACK EXCELON COMMERCIAL SALES AREA&VESTIBULE LEVEL 5 FINISH X03 EXISTING STRUCTURAL COLUMN TO REMAIN, SHEET A400 FR-2 F11 EXISTING CERAMIC TILE FLOOR AND B CALIf02`IL1 FLOORING DRY BACK VINYL TILE SHESEE SHEET A030 ETROCK"FIRST C BRAND CONTRACTOR TO PROTECT DURING WAINSCOT TO REMAIN,STEAM CLEAN TILE 4610 WALLS 09250 GYPSUM DRYWALL COAT' CONSTRUCTION. FLOOR AND WAINSCOT AND REPLACE 12"X12"X3/8"THICK PROVIDED BY SALES AREA AND HONED FINISH,ALL EXPOSED EDGES TO BE X04 EXISTING NEUTRAL PIER TO REMAIN AND BE FLOOR GROUT WITH NEW GROUT. (FOR ! � LIMESTONE OWNER ENTRY FLOORING HONED. f -- —� PROTECTED DURING CONSTRUCTION REFERENCE OF MATERIALS AND FINISHES "JERUSALEM GOLD" SALES AREA&VESTIBULE LEVEL 4 FINISH SHEETROCK BRAND SEE FINISH SCHEDULE). S-1 GROUT: BUTT JOINTS(G.C.TO USE#902 X05 EXISTING MALL FLOORING WITH BUTT JOINTS IVORY TEC SPECIALTY SANDED JOINTS ONLY FLAT CEILINGS, 12" FASCIAS& SEE SHEET A030 "FIRST COAT' F12 EXISTING VCT FLOORING TO REMAIN, STONE IF REQUIRED) STOREFRONT SOFFITS 09250-GYPSUM DRYWALL REPAIR AND REPLACE WHERE REQUIRED (GROUTS) — F13 MALL TILE TO EXTEND TO DOOR ENTRY, GC CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED 18"X1 8"X7/16"THICK PROVIDED BY CUSTOM HERRING STOREFRONT HONED FINISH,ALL EXPOSED EDGES TO BE A10 EXISTING DECORATIVE CEILING MOULDING, TO COORDINATE WITH MALL MANAGEMENT "CONSTRUCTION SET"HEREIN CREMA MARFIL TILE OWNER BONE PATTERN HONED. SEE DETAIL 3/A300 FOR TILE SPEC. S-3 WITH BUTT JOINT GROUT: BUTT JOINTS(G.C.TO USE#902 Al2 NEW TRACK LIGHTING TROUGH, SEE F15 VERIFY IN FIELD-COORDINATE TILE INFILL IVORY TEC SPECIALTY SANDED JOINTS ONL STOREFRONT SECTIONS FOR DETAILS FROM PREVIOUS STOREFRONT W/MALL ISSUE DATE: IF REQUIRED) MANAGEMENT ISSUED FOR: DATE FINAL LL REVIEW 05/07/2015 BID / PERMIT SET 05/26/2015 No. REVISION ISSUES DATE TYPICAL WALL A FRAMING,REFER TO G H 0 SHEET A500 TYPICAL WALLBOARD, REFER TO SHEET A500 FLOOR Q B-, A 1/2"QUARTER ROUND BASE WOOD TRIM /4" WALL/CEILING I xoa I STAINED WALNUT ADJACENT TENANT HARDWOOD BASE x02 FURNISHED BY FURNITURE xoa CONTRACTOR& INSTALLED BY G.C. N FLOOR FINISH, REFER A16 —► I N TO SHEET A400 1 X01 I I F15 , 1 p II= MALL ton 5 , PROMENADE i P1 A600 � I wALLs I 1 - - SCALE: - �rt FLOOR m co 5" BASE DETAIL - SALES AREA 3 - 3„_ ,,_0„ fY 12 F i io 0 WASHINGTON SQUARE i Ig1 1 BASE I — A600 SHIN U L1 -- ---- + --- -- P1 V r Flt WALUCE1LING ( A 9585 S.W. WASHINGTON SQUARE RD Q I SPACE # G13 MINIMAL GROUT I' o PORTLAND, OR 97223 3 5._�•_ F15 JOINT @ TRANSITIONS STRIP(1/8"MAX.) SINGLE WOOD PLANK AROUND ��� PROJECT NUMBER: THE STONE FLOOR APRON I (REFER TO FINISH FLOOR PLAN) 3/8"STONE TILE ON THINSEI H _ I ( xos MASTIC BED. ALIGN TILE WITH Drawn By File Name HEIGHT OF WOOD FLOORING L DA BG1414 Re vitCD.rvt 1/2"ENGINEERED WOOD FLOORING PER FINISH SIN LE Xoz xot Checked By Scale: xoa SCHEDULE, SEE PLAN ADJACENT TENANT RB As indicated FOR DIRECTION. WOOD LAN I Project Mgr. RYM Title: FLOOR PLAN (per CONTINUOUS S.S.ANGLE TRIM BY FINISH F LOO' 1 L `N `^ SCHLUTER SYSTEMS INC:ANGLE HEIGHT TO EQUAL THICKNESS OF TILE FINISH SCHEDULE (E)CONCRETE FLOOR FLOOR INSTALL 40 MIL ANTI FRACTURE MEMBRANE UNDER MOSAIC TILE THINSET AT MOSAIC TILES.W.O. Sheet No. A400 SCALE: SCALE: FLOOR TRANSITION DETAIL3„= 1101 2 FINISH FLOOR PLAN 1/4"= 1'-0' M-6 REFERENCE NOTES GENERAL NOTES X01 LEASELINE SO4 GC TO PROVIDE FIXTURE SUPPORT A GC SHALL PROVIDE ALL NECESSARY BLOCKING AND BACKING REQUIRED FOR FIXTURE X02 EXISTING DEMISING WALL TO REMAIN STRAPPING AT HANGBAG FIXTURES. GC INSTALLATION TO CORE DRILL CABINET BACK PANEL B G.C.SHALL PROVIDE ALL ELECTRICAL COMPONENTS TO COMPLETE THE FINAL INSTALLATION , OF ALL STORE AND STOREFRONT FIXTURES.COORDINATE REQUIREMENTS WITH FIXTURE . CONTRACTOR AND STOREFRONT CONTRACTOR. A01 NEW STOREFRONT SYSTEM WITH C REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CONNECTION INFORMATION. TEMPERED GLAZING,SEE STOREFRONT D ALL EXISTING DUCT AND PIPING HEIGHTS SHALL BE FIELD VERIFIED BY G.C. PRIOR TO ELEVATIONS FOR MORE DETAILS FABRICATION OF ANY NEW DUCT OR PIPE. ANY DISCREPANCIES BETWEEN THE HEIGHTS Linane/Drr w Architects A02 NEW LASERCUT METAL ENTRY ARCH INDICATED ON THE DOCUMENTS AND THE HEIGHTS IN THE FIELD SHALL BE REPORTED TO THE 3500 West Burbank Boulevard.Burbank,CA 91505 A03 NEW STOREFRONT ENTRY DOORS OWNER. 818 972 5080 Fax 816 848.3895 A04 EXISTING 5/8"GYP BD DROP SOFFIT. E ALL STUD FRAMING SHALL CONSIST OF 3-5/120 GA. MTL STUD FRAMING AT 24"O.C. UNLESS U Copyright 2012 Linam/Di aws Architects.Incorporated PATCH AND REPAIR AS REQUIRED NOTED OTHERWISE.(25 GA AT CEILING U.N.O.) Al rights reserved A05 NEW 5/8"GYP BD SOFFIT F COMPRESSION STRUTS SHALL BE PROVIDED WHERE AND AS REQUIRED.SEE COMPRESSION A06 EXISTING 5/8"GYP BD FRAMED CEILING. STUD ON DETAIL NOTED ON RCP PATCH AND REPAIR AS REQUIRED FOR NEW LIGHT FIXTURES T A08 EXISTING 5/1 BD BARREL VAULTED � `f CEILING r A10 EXISTING DECORATIVE CEILING MOULDING, SEE DETAIL 3l1 ]_�T, DREWS E01 NEW STOREFRONT SIGN -REFER TO STOREFRONT ELEVATION FOR LOCATION ■ AND DETAIL ■ E06 EXISTING LED STRIP COVE LIGHTS IN $ N CALIFOltlrl4 VAULTED CEILING TO BE REPLACED 4610 r0 E08 EXISTING RELOCATED CHANDELIER-GC �ta� O� OV TO PROVIDE CLG FLUSH MOUNTED J-BOX &STUD BLOCKING TO SUPPORT 50L6 FIXTURE E10 PROVIDE POWER AT DESIGNATED HEIGHT-SEE ELECTRICAL SHEETS S01 NEW SOFFIT HANGER CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED S03 GC TO PROVIDE FD(TURE SUPPORT "CONSTRUCTION SET"HEREIN BACKING PLATE AT ALL FIXTURE TOWERS,SEE DETAIL;3IF200 ISSUE DATE: ISSUED FOR: DATE H EXISTING STRUCTURE TO G REMAIN,TYP. FINAL LL REVIEW 05/07/2015 BID/ PERMIT SET 05/26/2015 loI No. REVISION ISSUES DATE 10 s«, lo _ ,r �r _ �r- 1�r G.B. CEILING G.B.CEILING Y Q 10'- 11• _ _ (E)DROP SOFFIT S03 P-1 A04 / O S03 C S03 , P 1 P 1 P 1 E110 ,o , a F50 i (E)DROP SOFFIT Q E10 E10 E,0 - - - - - r ❑ a I P 1 Q E,o ,OP N TO — `v SO4 i VEU S IBLE � \ / xo, [Ell El n '� o ❑ ' X02 c / f \ 3 S03 ❑❑❑ ❑❑ ❑❑ ❑ ❑❑ ❑ I Aaoo o, vv �) \' cASHRnP 24- FINISH FLOOR Y 10 FINISH F h ton MENS BELT 24'TWR 5-IONI SUNGLASSES& 1 TWR MPDS 48" 6T 50'FOCUS 48' 22 PEG LADIES MEN'S BELT FASHIONISTA FASHIONISTA TA HANDBAG MIR 58"SUWT 58'SLANT CHARM BELTS CENTRE MONITOR DRESSER HANDBAG Y WALL JEWELRY CENTRE STORAGETWR 8-1 INTERIOR ELEVATION / SECTION 14CA`E: 4 INTERIOR ELEVATION / SECTION 14�" 2 WASHINGTON SQUARE EXISTING VAULT TO REMAIN EXISTING STRUCTURE TO REMAIN (TYP.) ,0 Eos G H 9585 S.W. WASHINGTON SQUARE RD SPACE # G13 PORTLAND, OR 97223 PROJECT NUMBER: BG1414.00 MA 14 0" — LL BULKHEAD Drawn By File Name �,��,. 11. ,,,,, ,,. E01 LDA BG1414_RevitCD.rvt 7 77. G.B.CEILING V G.B.CEILING Checked By Scale: RB 1/4" - V P-1 10 -11' 10'- 11' -l/ (E)DROP SOFFIT (E)DROP SOFFR S� G Eto So3 E08 10 I--I S03 S Project Mgr. E06 RYM I Title: X01 — — — — E,0 SIXAo, INTERIOR 1 O x02 o o P ELEVATIONS & A03 ! —,A 33 x r 3 m m Ij o A400 i SECTIONS ri 0" MM� ( 00. li FINISH FLOORFINISH FLOOR 90 Sheet No. 5'-71/2' 111 77' f�1.Ip 18'TWR 6T 1 TWR 6T 18' 77' 18' FASHIONISTA CHAIR HANDBkI AIR MIRROR HANDBAG MI ROR HANDBAG DRESSER HANDBAG MIRRO CENTRE INTERIOR ELEVATION / SECTION „CALF-0. 3 INTERIOR ELEVATION / SECTION 14cA;-0.1 DOOR SCHEDULE DOOR/ OPENING FRAME 5/8"TYPE"X" IL O GYP. BOARD Ln Xf z (9 LINE OF PAINT GRADE � LL W WOOD WALL BASE J J O WALL TYPE PER I (BELOW) Of UJ Z of (� SHEET A500 i i I WALL TYPE PER SHEET A500 m = = Y W p z p m W LU I I 1 1/4"x 3 1/4" PAINT Linane/DrevmArchitects LU F- U V f•- H Q F � DOUBLE 20 GA GRADE WOOD TRIM ON i i I I DOUBLE 20 GA 35W West Burbank Boulevard,Burbank,CA 91505 ROOM NAME: D- o z LU 2 Q Q UJ Q Q 2 HEADER I VESTIBULE SIDE OF i HEADER 818.972.5080 Fax:918.&48.3895 DOOR LOCATION z x H x _ H COMMENTS DOOR I I ©Copyright:2012 Linane/Drevrs Architects,Incorporated SALES AREA 1 A 6' - 0" 9' - 0" 1/2" GL A NR - - - - 1/A600 POLISHED S.S. HARDWARE Al rights reserved VESTIBULE 2 C T - 0" 8' - 0" N/A NR 6/A600 6/A600 WD P-1 - EXISTING TREATED WD BLOCKING 3 3/4"HI. PAINT GRADE TOILET 3 B T - 0- 7' - 0" 1 3/4" WD/P-1 N/A INR 3/A600 3/A600 WD I P-1 2/A600 EXISTING WOOD PLINTH BLOCK .F STOCK ROOM 4 D 3' - 0" 7' - 0" 13/4" WD/P-1 N/A NR 3/A600 3/A600 WD P-1 5/A600 EXISTINGSTAINED MAPLE Q BASE OF JAMB. Ij HARDWOOD STOCK ROOM 5 - 3' - 0" T - 0" 1 3/4" EXISTING - 1 HR - - - - - EXISTING HOLLOW SERVICE EXIT DOOR AND VESTIBULE � �_{ / ' TOILET OR S� C PANIC HARDWARE TO REMAIN. GC TO VERIFY _ Do - - STOCK ROOM �� EXISTING CONDITIONS. REPLACE AS ��!�' REQUIRED. n \ a SHIM AS REQUIRED CASING BY HOUSE OF DOOR FRAME BY '��.' - MOULDING 11/16"X 2 FIXTURE CONTRACTOR 1/2"#697MAPLE BUR + 'K ic0FNR a ti '10 2" 2" O s^ OF CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET"HEREIN HARDWARE SCHEDULE DOOR TYPES (E) SALES AREA HEAD/JAMB 3c/,o. 6 (E) VESTIBULE HEAD/JAMB 3 SCALE:1'0" ISSUE DATE: GROUP A DOUBLE ENTRY DOORS(INTERIOR MALL) ISSUED FOR: DATE QTY ITEM DESCRIPTION INTERIOR MALL NOTE: NOTE: FINAL LL REVIEW 05/07/2015 2 EA FLOOR PIVOT FLOOR PIVOT SET:_POLISHED CHROME REFER TO SHEET REFER TO SHEET BID / PERMIT SET 05/26/2015 2 EA QUAKE TOP PIVOT QUAKE TOP PIVOT 345,POLISHED CHROME A400 FOR FLOOR A40 FFOR FLOOR 4 EA MORTISE TAPERED HEAD MORTISED CYLINDER, 1E76,POLISHED CHROME,BEST FINISH SCHEDULE FINISH SCHEDULE DEADLOCK BOTTOM RAIL DEADLOCK,PART OF DOOR PACKAGE.BEST 2 PR CUSTOM PULLS 'BRIGHTON'S DESIGN*BACK TO BACK MOUNT, 10"CENTER TO CENTER 1 EA ACCESSIBILITY DECAL SPECIALIZED BUILDERS HARDWARE 160:6"X6"ACCESSIBLE DECAL; POLISHED S.S.HINGES BLUE W/CLEAR FIGURE No. REVISION ISSUES 1 SIGNAGE SIGN:"THESE DOORS ARE TO REMAIN UNLOCKED WHEN BUILDING IS 1/2"TEMPERED GLASS AT OCCUPIED."PART OF SIGNAGE PACKAGE DOOR Q 4 EA STRIKES DUSTPROOF STRIKES,8790, POLISHED CHROME FINISH,ACCURATE Q � � CUSTOM DOOR PULL SEE GROUP A HARDWARE NOTES ON DOOR NOTES FOR ADDITIONAL INFORMATION VESTIBULE STOCK ROOM VESTIBULE TOILET ROOM = GENERAL DOOR NOTES o L�W 4"POL.STAINLESS 1. DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL � STEEL BOTTOM RAIL KNOWLEDGE. O DOORJAMB DOORJAMB Q 2. G.C.SHALL FURNISH AND INSTALL THE INTERNATIONAL ACCESSIBILITY SYMBOL AS REQUIRED BY O I I / DESCRIPTION GOVERNING CODE. \I I, PAIR OF FRAMELESS GLASS ENTRY DOOR STOPDOOR STOP Q 3. ALL DOOR HARDWARE SHALL BE LEVER-TYPE OR PUSH-TYPE AND SHALL MEET APPLICABLE I DOORS W/CUSTOM DOOR PULLS, CREME COLORED "DOORS, GATES,AND TURNSTILES"SECTION OF APPLICABLE CODE,SEE COVER SHEET FOR INFO. v FLOOR PIVOT SETS,TOP PATCH HINGE STONE THRESHOLD, 4. REFER TO SECTION'08700:DOOR HARDWARE"ON SHEET A030 FOR ADDITIONAL INFORMATION. &4"BOTTOM RAIL W/FLOOR LOCKS. DOOR SET-IN MASTIC DOOR CHAMFERED EDGES As GROUP A HARDWARE NOTES: 1. ENSURE THAT CONCRETE DOES NOT CONTAIN PRE-STRESSED CABLES OR SIMILAR _ WOOD REDUCING STRIP SHOWN STONE FLOORING ELEMENTS BEFORE CUTTING. --_ 2. SCHEDULED FLOOR CLOSER INCLUDE INTEGRAL POSITIVE STOP. IF PROPOSING DRI_RD._HOLE___ - VINYL COMPOSITE TILE SLOPE NOT TO SUBSTITUTION OF A DORMA BRAND FLOOR CLOSER,WHICH DOES NOT HAVE THIS DRILLED FOR I EXCEED 1:2 FEATURE,FIRST CONSULT WITH ARCHITECT TO REVIEW FEASIBILITY/DESIREABILITY OF D DOOR PULL TYPICAL BOTH USING A FLOOR STOP.ABSENT OF THIS REVIEW,THE SUBSTITUTION IS NOT ALLOWABLE. A i TYP. FOR(4) i a SIDES 3. EXIT DOOR SHALL HAVE A SIGN STATING :'THESE DOORS TO REMAIN UNLOCKED WHEN FIRE ASSEMBLY:NOW RATED a v a BUILDING IS OCCUPIED".USE 1"HIGH LETTERS ON CONTRASTING BACKGROUND.LOCATE SIGN ON EGRESS SIDE OF OPENING ON OR ADJACENT TO THE DOOR. I I 4. CONFIRM THESE REQUIREMENTS WITH LOCAL AUTHORITY POSITION STRIKES TO LAMINATE ACCESSIBILITY I 1/2" 1/2' / jjiiFAFACILITATE BOLTING IN DOORS IN CLOSED AND OPEN POSITIONS. 3'-0" tonSIGN FURNISHED AND I o I 5" EQ EQ INSTALLED BY G.C. REFER TO DETAIL 4/A600 I ' 3"J -3" I SCALE: r SCALE: DOOR DESCRIPTION PAINT GRADE DEDOOR VEST./STOCK THRESHOLD 5 VEST./TOILET THRESHOLD 2 W/S SINGLE LITE. USE i N \ / i (E) (E) \ TRANSLUCENT LAMINATED i . i WASHINGTON SQUARE R GLASS-25 x 65"ACTUAL I CORRESPONDING r 5112" 5 1/2" POSED GLASS GRADE II BRAILLE ----- - - -- � WALL MOUNTED ` SIGNAGE TO BE LETTERING _ - 9585 S.W. WASHINGTON SQUARE RD LOCATED ON LATCH RAISED SPACE # G13 SIDE OF DOOR,CLEAR 1/32" PORTLAND, OR 97223 ANODIZED BROWN OF DOOR-SWING, KICKPLATE MOUNT AT 60"TO r `t MALL (E) DOOR TYPE CENTERLINE OF SIGN ' t i SALES B FROM FLOOR t PROJECT NUMBER: BG1414.00 FIRE ASSEMBLY:NON-RATED tt � � r I 1/2"CUR.TEMPERED GLASS DOOR D-DESCRIPTION DOOR W/NEOPRENE GASKET Drawn By File Name PAINT GRADE WOOD DOOR W/ I 3'-0" T-0" SINGLE LTE. `�` / LDA BG1414_RevitCD.rvt USE TRANSLUCENT LAMINATED ALL UPPERCASE \t .' 3/8"STONE TILE ON THINSET POLISHED S.S. Checked By Scale: GLASS-25"x 65"ACTUAL N I S E7IC __�_- MASTIC BED. ALIGN TILE EXPOSED GLASS CHARACTERS,HEIGHT 4 - FINISHED DOOR \ / OF LETTERING 5/8"MIN -- FLOORINGCENTER OF WOOD SHOE PRrBo Mgr. As indicated \ / / SPRAY PAINT DOORS COLOR P- TO 2"MAX DOOR S M AT HEAD SE OF RYM 2 SEMI-GLOSS FINISH I \\ WALL MOUNTED SIGNAGE (TYP) 1/4"BACKER ROD&SEALANT J COLOR TO MATCH MALL GROUT Title: co A F 5 1/2" 51/2" ,� \ MALL FLOORING G.C.TO DOOR SCHEDULE & SIGNAGE / \ DOOR-MOUNTED `v 0 PATCH AND REPAIR AS REQ'D Q DETAILS / \ 7t \ m ANODIZED DOOR C-DESCRIPTION BROWN KICKPLATE CASED OPENING WITH UNISEX STAINED HARDWOOD BUTT WALL BASE& PLINTH BLOCK DETAIL MOULDING JAMB TRIM TO TYPICAL AT BOTH STOCK AND Sheet No. PLINTH BLOCK TOILET ROOM DOORS DOOR MOUNTED SIGNAGE (TYP) C E ASSEMB(E) DOOR TYPE D (E) DOOR TYPE FIRLY: NON-RATED FIRE ASSEMBLY:NON-RATED SCALE: SCALE: (E) TOILET ROOM SIGNS 11,2"= 1,-0„ 4 ENTRY THRESHOLD 3"= 1,-0„ 1 METAL STUDS REFER TO WALL TYPES . FOR SIZE AND SPACING Lirmel!3 a Archlegs 3500 West Barbar*Boulevard,Burbank CA 91505 4"X 20 GA CONTINUOUS 818.972.5080 Fax:818.848.3895 BACKING. ANCHOR TO STUDS ©Copyright:2012 LinanwDrews Architects,InmrporaW WI(2)#8 SELF TAPPING al rights reserved Z SCREWS-MIN(2)PERT STUD. O F Q W �y J W �C_ a ]. S o ' CMHOINLA 10ti 5/8"TYPE"X"GYP. BD. O�` ol" CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED "CONSTRUCTION SET"HEREIN FIXTURE BACKING 3 3'-= 1'V-0-0" ISSUE DATE: ISSUED FOR: DATE FINAL LL REVIEW 05/07/2015 BID / PERMIT SET 05/26/2015 No. REVISION ISSUES DATE A G H D D A A A I � ADJACENT TENANT p pTr Tr 67' 6rI ' HANDBAG CHAIR HANDBAG HANDBAG HANDBAG CHAIR 48' TWR DRESSER ton MIRROR / MI(ROR MI R-RO �'. ( / / % \� \ I _ w Z IMENSBEL ~ \ \ / / \ / \ JEWELRY / � I \ I I I Z STOWER2o I � MALL vt DISPLA DISTI ; _ -0PROMENADE O g LL MANAGER F30, , WASHINGTON SQUARE L I I cHARmM ' 9585 S.W. WASHINGTON SQUARE RD v —— — —— cASHwRAP BAR \ / SPACE # G13 \ X I / I o PORTLAND, OR 97223 22 PEG LADIES , TWR -IrTWK SBG1414a00 BELTS i MI OR — PROJECT NUMBER:58-SLANT 58"SLANTJEWELRY WFA�LLUS JEWELRY I HANDBAG 48• Drawn By File Name DRESSERAuthor BG1414_RevitCD.rvt Checked By Scale: RB As indicated ADJACENT TENANT I I PfO��' RYM Title: FIXTURE PLAN & DETAILS Sheet No. F200 FIXTURE PLAN SCAE. 1 Linane/Drews Architects 3500 West Burbank Boulevard,Burbank,CA 91505 818.972.5080 Fax:818.868.3895 _ PULL OUT SHELF FOR ©Copyright w 2012 Linane/Dres Architects,Incorporated KEYBOARD BELOW Al rights reserved 4'-0 COUNTER AND SIDES ���� e4 f� PULL OUT SHELF FOR KEYBOARD _ -- - _ REV, �' __ I -- I �� v _ L�-- — I c — REMOVEABLE PANEL i $drawer �'ratAer� L ; CpLIFORkL4 FOR ACCESS TO r.6� / No.4610 cti EQUIPMENTAND r CJ CABLES SERVICING / `�� o \CP / I I \ / OF Ole POWER OUTLET AND DATA nn r N �__-° \\ INSTALLED BY G.C.-VERIFY i-r------- nter r—I POWER AND DATA `------ I I G.C.TO INSTALL POWEVAN ; 12111 1 1- II / \REQUIREMENTS I CONTRACTOR SHALL BUILD ONLY FROM SETS STAMPED W/BRIGHTON -----------j BASE PLATFORM DATA LINES PER BRIGH -----�- / \ EQUIPMENT yam_ "CONSTRUCTION SET' HEREIN RFQIIIRFMFNT WBRIGHTON III ISSUE DATE: CONDUITS FROM 6"X6"ACCESS OPENING IN BELOW BOTTOM CONDUITS FROM BELOW ISSUEDFOR: DATE SECTION n REAR ELEVATION FINAL LL REVIEW 05/07/2015 BID / PERMIT SET 05/26/2015 ACCESSIBLE TRANSACTION COUNTER @+34"A.F.F. MAX. 34"A.F.F.HIGH COUNTER q No. REVISION ISSUES DATE - awouo N 71 4 Q i7 Q ACCESS HOLE FOR CARD/PI 5 Q SWIPE EQUIPMENT - i i 0 I I 42"HIGH COUNTER S-0" TOP PLAN VERIFY ALL DIMENSIONS WITH TO� F.C. , /V G 2 ��JJ 4'-0" 1'-0" COUNTER WITH GLASS TOP COUNTER WITH GLASS COUNTER WITH GLASS TOP TOP PULL OUT DRAWER ACCESSIBLE TRANSACTION n. - ACCESSIBLE OON EIR AF WASHINGTON SQUARE COUNTER @+34"A.F.F.MAX. a ,< ,. 9585 S.W. WASHINGTON SQUARE RD / PANEL AND FRAME BY I.C. SPACE # G13 i _ CHROME LASERCUT �� / 7 PANEL AND FY LASERCUT CHROAE RCUT RAME BLC. /� !� ' , f PANEL AND FRAME BY I.C. PORTLAND, OR 97223 / CHROME LASERCUT Q PANELTOTPROJECT NUMBER: URN" o iv BG1414■00 CORNERS IN PATTERN N / REMOVEABLE PANEL 1 J i , / , / /f FOR ACCESS TO Drawn By File Name I 7 �. i / ! / EQUIPMENTAND �fiJ j,;' , / ,f j ;�`f �It / . I �/ Author BG1414_RevitCD.rvt I J !;'� CABLES SERVICING Checked By Scale: ' RB 3/4" = V-0- CHROME LEG BY I.C. Project Mgr. RYM SIDE ELEVATION n SIDE ELEVATION n FRONT ELEVATION n Title: BGFso1e_csvG CASHWRAP PLANS & ELEVATIONS Sheet No. CASHWRAP PLAN AND ELEVATIONS SCALE. 1 GENERAL NOTES: ELECTRICAL NOTES 5Y SYM50L: CONTRACTOR SHALL COMPLY WITH ALL LANDLORD REQUIREMENTS. Oj INSTALL TWO (2) GAT-5 CABLES FROM THE PHONE BOARD LOCATION TO THE CASHWIRAP , MMM COUNTER. INSTALL ONTO ONE LINE AFTER LEAVING ABOUT SIX (6) FEET OF SLACK A JACK REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL DEVICES. (RJ-IV FOR LINE 03, MARK 'LINE 03). THE SECOND LINE LEAVE COILED UP WITH ABOUT SIX (6) FEET ON EACH END AND MARK 'FOR PSL'. Linane/Drews Architects REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES AND FIXTURE 2 ALL ELECTRICAL IN HATCHED AREA IS EXISTING TO REMAIN 3500 West Burbank Boulevard, Burbank, CA 91505 TYPES. 818.972.5080 Fax: 818.848.3895 ALL 1P/20 AMP BRANCH CIRCUITS SHALL $E PROVIDED WITH 3/4' CONDUIT AND (2) • 12 GU THWN , (1) • 3 3/4' CONDUIT, SAW CUT/CORE DRILL SLAB ONLY. COORDINATE WORK WITH MALL MANAGEMENT © Copyright: 2015 Linane/Drews Architects, Incorporated PRIOR TO COMMENCING ANY WORK All rights reserved. 12 CU GROUND 4 INSTALL TWO (2) JACKS (RJ-Il), ONE (I) FOR LINE 01 AND A SECOND JACK FOR LINE 02. MARK ALL GENERAL RECEPTACLES (NOT IN FIXTURES) TO BE MOUNTED AT 18' AFF, EACH JACK AS TO WHICH LINE IT IS FOR LIGHT FIXTURES AT ALL SALES FIXTURES ARE PROVIDED BY OWNERt INSTALLED, WIRED AND O RECEPTACLE AT CEILING PER NEC REQUIREMENT. CIRCUIT VIA TIMECLOCK CONNECTED BY TG.G. O NEW RECEPTACLE CIRCUIT TO BE PLACED ON EXISTING DISPLAY LIGHT CONTACTOR T.G.C. TO ALL WIRING AND FIXTURES IN THE CEILING PLENUM SHALL CONFORM TO APPLICABLE CODE V.I.F. PRIOR TO BID IF CONTACTOR IS LARGE ENOUGH TO ACCOMMODATE NEW CIRCUITS. REQUIREMENTS FOR A CEILING RETURN AIR PLENUM. ALL WIRING BY TENANT SHALL BE INSTALLED IN UP-GRAPE SIZE AS NEEDED CONDUIT. O 4+y Q w EXISTING ELECTRICAL PANEL. REFER TO SHEET E3 FOR FOR REFERENCE. z CL N ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING ¢ w t t JURISDICTION. Og INSTALL ONE SINGLE LINE JACK (RJ-11) FOR LINE 03. OINSTALL ONE GAT-5 FROM THE MANAGERS DESK TO THE CASHWRAP LEAVING SIX (6) FEET OF SLACK ON EACH END AND MARK EACH END 'FOR CCTV'- "WHEN NO DESK, VERIFY WITH ARCHITECT FOR FINAL LOCATION PRIOR TO INSTALLATION- v 635 Westpoit Suite ffMEGHA:N1C:AL A /� //�� ©©©© G�V3817-410-2858x8051 A4N1C:AL NOTES: Fax:817-251-8411 don penn ■ consulting engineerCE EXISTING VAV UNIT WITH A NEW VAV UNIT WITH ELECTRONIC, CONTROLS TO1 WITH MALL CENTRAL PLANT, AND ASSOCIATED COMPONENTS FOR A FULLY WORKINGISSUED FOR: DATE TO FIELD VERIFY EXISTING UNIT ANp PROVIDE NEW UNIT SUBMITTAL FORHITECT APPROVAL. PRELIM. LL REVIEW 03.20.15 BID PERMIT SET 05.26.15 No. REVISION ISSUES: DATE Qj LL COMMENTS 05.20.15 A A A A G \ H hton g - -----1 T -__ � -..- _ - -- ;I l! :� ! Ips^ ............ - ___-- - _ E u � I+ n n , 4 F. - WASHINGTON lr a« ✓� 2 s SQUARE MALL Z i M1i � 9644 SW SQ. RD. — - " WASHINGTON I SPACE #G13 15 DSL ON+END - � � � -- � TIGARD, OR 97223 F WIRE i 0 s....- —a. --'---._� ----"' :L O O� V f g { PROJECT NUMBER: BG1414.00 za L Drawn By File Name �—' --- -� -� RB BG1414�2 Checked By LT Scale i . RB #3+ DSL u i ON ENDL Project Mgr. Scale: of HARE L RB AS SHOWN 2 _ i i < _�— Title , j i . .n41 ANLL .. 1 p - -- -- 24 POWER PLAN TO CONTACTOR REFERENCE ONLY I NOT APPROVED WITH THIS PERMIT POWER PLAN Sheet No. 1 '-0„ E - 1 -DWGSHTD.DWG PLOT DATE: LIGHTING LEGEND -REMODEL FIXTURE SYMBOL LAMP DESCRIPTION FINISH MOUNTING NOTES FIXTURE SYMBOL LAMP DESCRIPTION FINISH MOUNTING NOTES , • TYPE NO. TYPE TYPE NO. TYPE INCANDESCENT: CUSTOM CHANDELIER ARCH, DESIG. DESIGNER COVE ACCENT LIGHT PAR38, 3—LIGHT. NEW Linane/Drews Architects A3 WHITE RECESSED SUPPLIED BY OWNER ® 39W W/ TRIM (EXISTING qq 3W LAMP PER FIXTURE LABEL. BY CHANDELIER 3500 West Burbank Boulevard, Burbank, CA 91505 (E) MANUFACTURER: INDY 472R1-383 V.IF.) H 12 GANDE- OWNER PENDANT TOTAL 818.972.5080 Fax: 818.848.3895 LABRA 36WATT ©Copyright: 2015 Linane/Drews Architects, Incorporated 4" LED RECESSED DOWNLIGHT ARCH, MAX All rights reserved. B Q 1 23W LED INDY (JUNO) L4 SERIES L4-23301 G2 BR RECESSED DESIG. (EXISTING FIXTURE L40OP-CS-WH /PARABOLIC REFLECTOR AB I Y'1'`y 4 NEW 3W EXISTING BATHROOM CHANDELIER* FONDANT V.IF.) RELAMP h LED BI I 23W LED 4" LED RECESSED DOWNLIGHT W/BATTERY BACK UPARCHY(E) CANDEL BRAD *ERECESSED DESIG. M INDY (JUNO) L4 SERIES L4-23301 G2 BR (EXISTING - V.IF.) L40OP-CS-WH PARABOLIC REFLECTOR ABE EXIT SIGN: EDGE LITGREEN ON CLEAR 1 CMH 6" RECESSED CERAMIC METAL HALIDE CLEA RECESSED M EXIT I 5W LED WITH W MIN. EMERGENCY BATTERY GREEN SURFACE WALL MTD yg� d D (EXISTI (EXISTING yr PACK ETTE MTD. EXISTING �, Q" w 03 (E) PAR 30 SPECULAR CLEAR ALZAK v.IF.) V.IF.) JUNO NAVILITE: NXESBAr_vWH o w a �� (� 35 WATTS MANUFACTURER: INDI 445R-35-SAC ¢ ZAC (RELAMP EXIT SIGN: EDGE LIT WITH EMERGENCY RECESSED o w LIGHTS , GREEN LETTER WITH W MIN GREEN RECESSED CLG y o Q HID: TRACK, SINGLE CIRCUIT LENGTH AS M2 EXIT G 1 5W LED EMERGENCY BATTERY PACK ETTER MTD. AT ENTRY SHOUK PROVIDE ALL HARDWARE AND NAVILITE:NXECRBAr_%WH -EXISTING �S w E � I ISW LED ACCESSORIES AS NECESSARY. WHITE MOUNTED ENEW K CEILING �i�3b QO JUNO: HEAD:CYLINDRA T25TL PROVIDE V CONDUIT WITH PULL STRINGS MOUNTED TRACK: TRAC-MASTER O FROM SPEAKER TO MANAGER'S DESK SPEAKER OCTRON F © 2 3500 48' FLUORESCENT: STRIP (EXISTING WHITE SURFACE (EXISTING LINEAR LED FIXTURE. BY SURFACE ER UL (E) KELVIN VJR) MOUNTED V.IF.) LED OWNER LISTED wmmm �Westport Parkway (EXISTING - v.IF.) OWNER PROVIDED Grapevine,Texas 76051 Phone:817-410-2658 Fax:817-251-8411 (E) EXISTIN7SPRINKLER NES, DROPS AND PENDANT TYPE HEADS don penn ■ consulting engineerCEILING MOUNTED SECURITY CAMERA EXISTING SUPPLY REGISTERo LOCATION-GC TO PROVIDE CAT 5 OSPEAKER - RECESSED CEILING MOUNT SHALL D BY THE DElAOLIT,QN CONTRACTOR. IF �' CABLE FROM CAMERA LOCATIONS TO REQUIRL AND/ OR RELOCATION OF LINES, DROPS ISSUED FOR: DATE ABOVE MANAGER'S DESK U.ON. BY EXISTING LINEAR SUPPLY AIR REGISTER (E) do HEANE BY THE FlRE PROTECTION CONTRACTOR. PRELIM. LL REVIEW 03.20.15 (E) O EXISTING �TURI REGISTER TYPICA ) ELECTRICAL CONTRACTOR PROVIDE MOUNTED IN SOFFIT WALL. -V.IF. ( CEILING COVERS TO MATCH CLG. COLOR BID PERMIT SET 05.26.15 ATTENTION LIGHTING SUPPLIER AND CONTRACTOR: ENSURE ALL (� (� 1� Q� LIGHTING EXPOSED TO PLENUM IS PLENUM RATED LIGHTING NOTES 5Y 5 11„�50L : O O CONNECT LIGHTING TO J-BOX FOR LIGHTING IN MILLWORK BY FIXTURE No. REVISION ISSUES: DATE CONTRACTOR-REFER TO POWER PLAN FOR CIRCUIT DESIGNATION. 1 LL COMMENTS 05.20.15 OMASTER SWITCH LOCATION. TG.C. TO VERIFY LOCATION IN FIELD Q OALL LIGHT FIXTURES LABELED (E) ARE EXISTING TO REMAIN. A RE-LAMP/ REPAIR AS NEED TO PROVIDE LIKE NEW CONDITION Q O4 TIE NEW LIGHT FIXTURE INTO EXISTING LOCAL CIRCUIT AS SHOWN Q OLIGHT FIXTURE TO BE PLACED ON EXISTING DISPLAY LIGHT CONTACTOR T.G.C. TO VJF. PRIOR TO BID IF CONTACTOR IS LARSE ENOUGH TO ACCOMMODATE NEW CIRCUITS. UP-GRADE SIZE AS NEEDED ONEW LED COVE LIGHTS TO BE PLACE ON EXISTING COVE LIGHTING CIRCUIT AND SWITCHING AS SHOWN ONEW EXIT SIGN TO BE TIED INTO EXISTING EMERGENCY LIGHTING CIRCUIT. v.IF. ghton CONSTRUCTION NOTES: 43) I. • SYMBOL INDICATES EMERGENCY LIGHTING LOCATIONS. REFER TO LIGHTING LEGEND THIS DRAWING FOR FIXTURE SPECS. 2. ON SITE G.G. TO PROVIDE ACCESS TO ALL DUCTWORK, HEATERS, PIPING, CONTROLS, OR VALVES LOCATED WITHIN THE PREMISES WASHINGTON (WHETHER TENANT OR BASE BUILDING SYSTEMS) BY MEANS OF ACCESSIBLE CEILING TILE OR FLUSH ACCESS PANELS. SQUARE MALL 3. CEILING SYSTEMS TO BE SUSPENDED FROM STRUCT. STEEL ONLY. 9644 SW WASHINGTON SQ. RD. CONNECTION TO LANDLORD'S METAL DECK IS NOT PERMITTED. C O O O MOM O OMOT! O MOM 0=0 0=0 O 4 O BE GALL ELECROUPED TRICAL TOGETHER AND OCATTED OVER STAND MECOCK OMPONENTS ABOVEGROOM 1 38 EILING O SPACE #G13 o TIGARD, OR 97223 AS MUCH AS POSSIBLE TO KEEP THE QUANTITY OF REQUIRED 00 CEILING ACCESS PANELS TO A MINIMUM. ALL ACCESS PANELS TO Oi MATCH PANEL SPECIFIED IN ENTRY VESTIBULE. D P 0,, A 0 A A PROJECT NUMBER: 13G1 414.00 5. ALL WIRING AND FIXTURES IN THE CEILING PLENUM SHALL - — CONFORM TO APPLICABLE CODE REQUIREMENTS FOR A CEILING 3 O 3 O 4 Drawn By File Name RETURN AIR PLENUM. ALL WIRING BY TENANT SHALL BE RB 8G1414_P2 INSTALLED IN CONDUIT. O I T r O O Y Checked B LT Scale 3 P 8 8 RB - ----------- Project Mgr. Scale: 4 RB AS SHOWN a --- - - O Title: ' --- - ------ 000 17000 17000 . 000 000 000 / LIGHTING PLAN REFERENCE ONLY NOT APPROVED WITH TY IS PERMIT Sheet No. SLIGHTING PLAN E - 21 /4 1 '-0" -DwGSHTD.OWG PLOT DATE EX PANEL L RE5PON5151LIT'' NOTES Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted I. ALL CUTTING OF ROOF OPENINGS, SUPPORT FOR ROOF OPENINGS, PITCH PANS, ROOF Mains: 250 Am MLO Total Watts: 26820 NEMA 1 CURBS, FLSHINGS, REPAIR TO ROOF, ETC., ASSOCIATED WITH THE HVAC REM CKTDESCRIPTION WATTS WIRE I BKRIA B C1 BKRI WIRE IDESCRIPTION WATTS ICKTI REM SUB-CONTRACTOR SHALL BE THE RESPONSIBILITY AND PART OF THE CONTRACT WITH LD 1 1 JFX EXIT/EM LIGHTS 100 /2 1120 X 1/20 12 SW RECEPTACLE 360 2 TC THE HVAC SUB-CONTRACTOR SUB-CONTRACTOR SHALL EMPLOY THE LL'S ROOFERS 3 SPARE 1/20 X 1/20 12 POS RECEPTACLE 500 4 FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. 5 EX SALES LIGHTS 500 12 1/20 X 1/20 12 POS RECEPTACLE 500 6 7 EX SALES LIGHTS 1200 12 1120 X 1/20 12 CASHWRAP RECEPT 720 8 2. THE CONDUITS REQUIRED FOR THE MECHANICAL CONTROLS SHALL Linane/Drews Architects 9 EX SALES LIGHTS 900 12 1/20 X 1/20 12 GEN RECEPTACLES 540 10 BE SUPPLIED BY THE ELECTRICAL CONTRACTOR THE ELECTRICAL 3500 West Burbank Boulevard, Burbank, CA 91505 11 SPARE 12 1/20 X 1/20 12 EX RECEPTACLE 360 12 WIRING FOR THE MECHANICAL CONTROLS SHALL BE PROVIDED BY 818.972.5080 Fax: 818.848.3895 C 13 CHADELIER 100 12 1/20 X 1/20 12 EXREFRIGERATOR 500 14 LD THE MECHANICAL CONTRACTOR © Copyright: 2015 Linane/Drews Architects, Incorporated C 15 CASE LIGHTING 540 12 1/20 X 1/20 SPARE 16 3. SANITARY SEWER AND DOMESTIC WATER SHALL BE STUBBED INTO OR NEAR THE All rights reserved. 17 SPARE 1/20 X 1/20 12' EXTELEPHONE 360 18 LD THE PREMISES BY THE LNDLORD. SEE MECHANICAL SHEETS FOR LOCATION OF 19 EX RR LIGHT/FAN 200 12 1/20 X 1/20 SPARE 20 ! STUB-INS. 21 EX STOCK LIGHTING 500 12 1/20 X 1/20 SPARE 22 4. THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TENANT'S In 23 EX DISPLAY LIGHTING 1200 12 1/20 X 1/20 SPARE 24 — 25 MPOS RECEPTACLE 500 12 1/20iX 1/20 12 EXRR GFI 180 LNDLORD AND TO THE APPROPRIATE RATING BUREAU FOR THEIR APPROVAL. A COPY T TC 27 EX SIGN 1200 12 1/20 X 1/20 12 EX MGR DESK RECEIPT 360 28 OF THE APPROVAL LETTER FROM THE RATING BUREAU SHALL BE FORWARDED TO THE 29 EX WATER HEATER 1200 12 y20 X 1/20 12 EX STOCK RECEPTACLE 540 30 31 1200 X TENANT'S LNDLORD. MUST USE THE LNDLORDS DESIGNATED CONTRACTOR 1/20 12 EX COMPUTER TABLE 360 32 5. THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL co a 33 1200 fX 1/20 SPARE 34 FLOOR OUTLETS, TELEPHONE OUTLETS, AND LINES REQUIRED FOR PLUMBING vQ uJEX WATER HEATER -- 12 2/20 o a35 1200 X 1/20 12 EXDVD/TV 200 36 ROUGH-IN TIGHT AGAINST THE UNDERSIDE OF THE FLOOR SLB. THE FLOOR = z37 3000 1/20 12 LED COVE LIGHTING 400 38 STRUCTURAL SLS SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT a �' crEXVAV 3000 8 3/40 1/20 SPARE 40 THE LOCATIONS SHOWN ON THE PLNS. 0 o Q 41 3000 X 1/20 12 EXTIMECLOCK 200 42 v TOTAL LOAD PHASE 'A' 8820 6. THE HVAC SUB-CONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED HVAC mfr/�3b �O�P REMARKS TOTAL LOAD PHASE 'B' 8740 EQUIPMENT AND APPARATUS WITH 6' HIGH PAINTED STENCILED STORE NAME ON ALL TC TIME CLOCK CONTROLLED TOTAL LOAD PHASE 'C' 9260 SIDES OF EQUIPMENT. C VIA LIGHTING CONTROL PANEL 1. THE LL'S DESIGNATED CONTRACTOR SHALL MODIFY EXSITIN'G SPRINKLER LOCATIONS LD LOCK ON DEVICE TOTAL LOAD ALL PHASES 26820 WATTS est 635 Westport Parkway AND ADD ADDITIONAL HEAD WHERE REQUIRED TO CONFORM WITH NEW FLOOR PLN Suite G DEDICATED GROUND 74.50 AMPS AND CEILING DESIGN LAYOUT AS REQUIRED BY LOCAL CODES. HR HACR RATED CB G DEDICATED GROUND (ORANGE) Phone: 817-4142858 Grapevine,Texas 7sost 817-251-8411 P PHOTOCELL don penn . consufting engineer Fax ISSUED FOR: DATE ELECTRICAL LOAD SUMMARY PRELIM. LL REVIEW 03.20.15 120/208V 3 PH - 4W BID PERMIT SET 05.26.15 CONNECTE DEMAND DEMAND LOAD DEMAND LOAD LOAD DESCRIPTION D LOAD FACTOR (WATTS) (AMPS) (WATTS) LIGHTING 5640 1.25 7050 20 RECEPTACLES 6180 NOTE #1 8090 22 No. REVISION ISSUES: DATE SIGNS 1200 1.25 1500 4 WATER HEATERS4800 1.25 6000 17 Q1 LL COMMENTS 05.20.15 A/C EQUIPMENT 9000 NOTE #2 11250 31 Q TOTAL 1 26820 — 33890 94 NOTES: A 1. 100% OF FIRST 10.000 WATTS . PLUS 50% OF REMAINING LOAD. Q 2. 100% OF A/C LOAD, PLUS 25% OF HIGHEST LOAD. Q — HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL BE AS FOLLOWS: LENGTH CIRCUIT WIRE SIZE HOMERUN WIRE SIZE 1 F TO SOFT NO.12 AWG NO.12 AWG 51FT TO 75FT NO.12 AWG NO.10 AWG 76FT TO 120FT NO.10 AWG NO.8 AWG 121FT TO 19OFT NO.10 AWG NO.6 AWG 191 FT TO 300FT NO.10 AWG NOA AWG TENANT IS REQUIRED TO PROVIDE A MEANS OF A MAIN PANEL IR1 SER DIAGRAM hton DISCONNECT WITHIN THE LEASED SPACE BEFORE THE 10 TRANSFORMER. DISCONNECT SHALL BE EITHER LINE 120/208 3P/4WIRE SERVICE NOTE: -TG.C. SHALL PROVIDE AND INSTALL ALL SWITCH OR A MAIN CIRCUIT BREAKER IN THE MLO CP PANEL OPER CONDUCTORS. TG.C. SHALL VERIFY ANY THIRD PRIOR TO BID TENANT IS REQUIRED TO VERIFY THAT PARTY INSPECTIONS REQUIRED BY -TG . TO VERIFY EXACT DISTANCE R IBUTION/ THE LANDLORDS EXISTING AVAILABLE ELECTRICAL THE LOCAL JURISDICTION PRIOR TO ELECTRICAL FEEDERS FROM LL DISTTR SERVICE MEETS THE TENANTS TOTAL CONNECTION BIDDING NG THIS PROJECT. TO BIDDITRANCE TO TENANT SPACE PRIOR WASHINGTON LOAD. SQUARE MALL COORDINATE ALL NEW ROUTING OF CONDUIT. FEEDER -TG.C. TO VERIFY ALL METERING REQUIREMENTS CABLES AND CONNECTIONS TO LANDLORDS MAIN WITH LANDLORD AND LOCAL UTILITY PRIOR TO 9644 SW WASHINGTON SQ. RD. ELECTRICAL GEAR WITH MALL OPERATIONS. BID. SPACE #G13 TGC TO SURVEY ALL EXISTING ELECTRICAL EQUIPMENT TIGARD, OR 97223 AND VERIFY ANDY ADDITIONAL WORK TO BE COMPLETED. ANY AND ALL UPGRADES TO EXISTING EQUIPMENT LL PREM. PROJECT NUMBER: BG1414.00 SHALL BE BY TGC AT TENANTS EXPENSE. Drawn By File Name MOUNT ALL PANELS SURFACE MOUNTED ON PLYWOOD EX METER RB BG1414_P2 BACKERS. DO NOT MOUNT RECESSED WITHIN TG.C. TO V.IF. T I Checked By LT Scale LANDLORDS DEMISING WALL. RB F— — — --7l Project Mgr. Scale: EX 200 AMPA—J LLI I PANEL I F —1 EXISTING CLOCK AND E RB AS SHOWN DISCONNECT TO GTI I TG I Title: TLs.G. TO V.I.F. I L I L � CONTACTOR I -i17RISER DIAGRAM & PANE E I PANEL I — —�——J REFERE CE ONLY PANEL SCHEDULES I I EX (4) 03/0 EX (4) 03/0 NOT APPROVEE WITH THIS PERMIT I zTHWN 404 G. TI 404 G. 30 MM 30 MM F rL W IN 2'C. V.IF. IN 2'C. V.I.F. %?d VES 1QINJ Sheet No. OTHER EQUIPMENT CLEARANCE E - 3 2 TYPICAL CLEARANCES n RISER DIAGRAM E3 NTS E3 NTS -DWGSH TO DWG PLOT DATE: ELECTRICAL 25. RECEPTACLES 35. CONDUCTORS so-ALL SALES AREA LIGATING TO BE OWNER FUWISI4ED AND CONTRACTOR INSTALLED. A ALL CONVENIENCE DUPLEX RECEPTACLES A. NO ALUMINUM WIRING IS ACCEPTABLE. L FOR ADDITIONAL 91 EGTRIC IFOOV IATION SEE ELECTRICAL DRAWINGS AND SWITCH PLATES SHALL OE LOCATED b' AFF. UNLESS OTHERWISE G NO.6 AND SMALLER 60LID CONDUCTOR COPPER TYPES,TW,THW, SPECIFICATIONS. NOTED ON PLANS. THAN,R R4, RMI,WITH IDEAL WIN4GNUTS,6COTCHLOCK CONNECTORS. 2. ELECTRICAL C114TRACTOR TO PROVIDE ALL BREAKERS TO BE BOLT DOW B. GRO140 FAULT NTEIRRPTER RECEPTACLES SHALL BE AS FOLLOW& TYPE. G NO.6 AND LARGER STANDARD CONDUCTOR COPPER TYPE6, THW, , L FOR INTERIOR APPLICATION& INSTALL GFI RECEPTACLE TI-W RHA,RHIN,WITH 6OLDERLE86 DOLTED PRESSURE . 3. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE M AN EMPTY CONNECTORS. CONDUIT FOR TELEPHONE OR AS REG UIRED BY LOCAL PHONE C MPANY. IDVACLD TO TRIP AT 5 D T 1/30TH OF SECOND RATED AT MATE AS WITH FACE AND STAINLESS STEEL UR FIXTURE WIRING IN Cl-�OF: _FIXTURES SHALL BE 4. ELECTRICAL CONTRACTOR SHALL BE FSSPC N615LE FOR THE WIRING OF PLATE AS MAdFACTRED BY PASO AND BEYMOl1R OR EQUAL D. EITHER RRHH ON TI-ER"IOPLA6TIC 'APPLIANCE WIRE' - IODDEGREE C THE INTERLOCK SWITCH AND ALL CONTROLS FOR MOTORIZED OVERHEAD 2. FOR EXTERIOR APPLICATIONS, INSTALL GFI RECEPTACLE AS COPPER (CSA TYPE TAW). GR11 1 F DESIGNED FOR TRIP AND RATING ABOVE. RECEPTACLE SHALL Linane/Drews Architects BE M0INTED M A BOX RATED NEMA 3R AND SHALL COVER E MINIMUM SIZE,SHALL DE NO. G AU M,TYPE F44LL , EXCEPT FOR 3500 West Burbank Boulevard, Burbank, CA 91505 5. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF PLATE AS MAIdPACTURED BY PASS AND SEYMOR OR EQUAL CONTROL CIRCUITS. 818.972.5080 Fax: 818.848.3895 WITH THE PLANS (ARCHITECTURAL,MPE,LANDLORD DRAWINGS AND DETAILS,ETCJ AND SHALL VERIFY EX16TWA CONDITIONS AT THE JOD SITE G NO CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED ON Q Copyright: 2015 Linane/Drews Architects, Incorporated 6. ENTIRE INSTALLATION SHALL DE PRE-PARED M AFIRST-CLASS RECSUIRED BY CITY CODE CERAMIC TILE OR A MIRRORED 6UIRFACE UNLESS SPECIFICALLY 36. OUTLET BOXES All rights reserved. WORICIANLIKE MANNER THE COMPLETED SYSTEMS SHALL BE FULLY OUTLET BOXES SHALL BE PRESSED STEEL 004OCKOIT TYPE CAST IRON OPERATIONAL ACCEI-TA14CE BY OWNER SHALL BE A CONDITION OF THE 26. LIGHT SWITCH BOXES WITH DRILLED, TAPPED,AND PLUGGED HOLES OR PVC, CAST IRON BOXES CONTRACT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES M SHALL BE HOT DIPPED GALVANIZED OR SHERAI ISD. ALL DOXES SHALL ORDER TO AVOID rNT I EPWNCES OR DISPUTES AMONG RESPECTIVE ENCLOSURE BOXES TO SERVE AS RECEIVE FOR VARIOUS LIGHT CONTROL DE OF PROPER CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS TRADES. SWITCHE6 (PER PLANS)MEET SAYE CRITERIA AS FOR OUTLET/DOMES PASSING THROUGH OR TERMINATING THEREIN. (ABOVE). ALL BOXES SHALL (A6 A MINIMUM STANDARD)BE RATED FOR THE 6 1. ALL NEW MATERIALS,WORIK'IMSHIP,AND EGAAM-ENT SHALL BE VOLTAGE AND AMPERAGE OF THE CIRCUIT. BEING SWITCHED MRD/OR TO 31. HVAC EQUIPMENT GUARANTEED FOR ONE YEAR AFTER SYSTEM ACCEPTANCEA�' N MEET LOCM. CODES AND ORDMANC-ES. SNO� ti�� A ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING, & ALL WIRING SHALL DE M CONDUIT AS REGLIRED BY LOCAL CODE AND 21. LIGHT 6WTC1-ES CONDUIT,FINAL CONNECTIO,16,DISCONNECTS, INTERLOCKS, �y Q' � -- 64ALL BE CONCEALED WERE POSSIBLE. WERE EXPOSED,RUN M DAMPER ACTUATORS,ALL POWER AND CONTROL WIRING DIAGRAMS. Xt tV Ui Z e� ) hn STRAIGHT LINES PARALLEL AND/OR PERPENDICULAR TO BUILDING LINES. O O A GENERAL-USE SNAP SWITCHES AS INDICATED CN PLANS ARE AS ALL HVAC E6YUIPMENT SHALL 59 KMI64 ED DY HVAC CONTRACTOR � W CDMANUF � S ELECTRICAL CCNTRACrOR SHALL INCLUDE ALL MISCELLANEOUS ANEOUS ITEMS WALL BE RATRED DY T 2VITON PASS AND WITCH FACE EQUAL AND REC.IUIRED TO COMPLETE THE WORK. SHALL BE RATED AT 20A/126VAC. THE SWITCH FAGS MID COVER TEMPORARYEN SERVICES G p I 106 ¢ cJ PLATE SHALL UN CF W404-IMPACT NYLON UNLESS NOTED L THE CETERA! CONTRACTOR WALL PROVIDE THE FOLLOwNG SPECIFIC yb O O m, ELECTRICAL SHALL CONTRACTOR T THE CUIERB NOT SCALE DRAWINGS FOR DI ANY OTHERUSE MOAT AT 46' AFF. ITEMS OF TEMPORARY SERVICE&I!IUT DIMENSIONAL DATA REQUIRED AND SHALL VERIFY EXACT LOCATION AND Q. ME Or TH TCHE6 USED TO CONTROL D AT TI-EVOLTAGEIA S SHALL A TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL MOUNTING HEIGHTS OF ALL FIXTURES,NOT SPECIFIED ON DRAWINGS OR DE THE HEAVY-DUTY TYPE RATED AT THIS VOLTAGE/AMPERAIsE A JOB SITE TELEPHONE AND NOTIFY TENANT OF THE TELEPHONE DETAILS WITH TENANT'S REPRESEN'TATIYE PRIOR TO WTALLATION INDICATED ON PLANS AND DIAGRAMS AND SHALL BE FURTHER HIUMBER AND THE NAME OF THE SUPERINTENDENT ON OR BEFORE QUALIPIED TO CONTROL MOTOR LOADS UP TO 2 HP.114LE86 NOTED JOB STAIRT-UP. IL ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FDCnNRES, OTHERWISE,AS MANUFACTURED BY PASS AND SEYMOUR OR ECSIAI , LAMPS AND FEPLACEi'ENTS WORK THAT ARE NOT INDICATED ON (BODY AND COVER PLATE). 6 tEMIPO4ARY WATER - WATER RE(iIIR=D M THE PERFOR"WNCE OF DRAAIANG6 OR FURNISHED BY TENANT. TENANT TYPICALLY SUPPLIES ALLG 2TNAGROA LIGFRTI4G CIRCUITS WILL NOT DE CONTROLLED ON THE CONTR:4GT SHALL BE PROVIDED AND PAID FOR BY THE Lkr*WDRAWING FIXTURES,SCI EXIT E6 AND LAPS. (REFER TO 191 AND NODAL CONTRACTOR WATER USED FOR FIN'IAI'1 CONIXI'IPTION SHALL mmma T GS AND ES,E IT SIG ALL SUCH PS. 90 E TO AND HOOK-UPS OCINTRGENERAL-1.161E SNAP 61UTCHES. 2 n/VAC FIXTURES WILL BE CONFORM TO REC UIPWM4T6 OF STATE AND LOCAL A"ORITIE6 635 Westport Parkway ARE BY ELECTRICAL CONTRACTOR DIAGRAMSLED. T FESS THE PRIMARY PALL R INDICATED AT BSER FOR POTABLE WATER Suite 300 DIAGRAM'16. THESE P20A GIIRCUIT DREAKER3 SHALL BE RATED FOR a. ELECTRICAL CONTRACTOR SHALL BE RE6PONOIDLE TO INSTALL OR REMOVE 'dATCHNG DUTY.' G TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE Grapevine,Texas 76051 AND REPLACE AS NECESSARY ALL DAMAGED LIGHT FIXTURE6 LEN6E6, 26. ELECTRICAL CONTR.AGTOR SHALL BE IRE81°rO481BLE TO WIIRE INDIVIDLLAL REQUIRED IN THE PEWOP41ANCE OF THE CONTRACT SHALL BE Phone: -251- 411 LOUVERS,BAFFLES, HOU6NG6,ETC,RECEIVED ON JOD M DAMAGED OR FIxTRE6 INSIDE TENANT KM41SHM LIGHT BOXES. FINAL HOME RHS, FURNISHED AND MAINTAIN ALL TEMPORARY OVERHEAD don penn . consulling engineer Fax: 817-251-8411 DEFECTIVE CONDITION,WITH REPLACEMENT WITS. GONNECTION6,AND !SINNING SHALL ALSO DE INC-LUDED. CONSTRJCTIOK METERS, DROPS,MUD OTHER WIRING AND FTTTW36 FOR BOTH LIGHT MID POWER AT LOCATIONS RECUIRED M THE B. THE ELECTRICAL CONTRACTOR'S CONTRACT,ALONG WITH THE PREVIOUS 29. ELECTRICAL CONTRACTOR SHALL DE RESPO481BLE TO WIRE INJDIVIDUAL LOW AND SHALL BEAR THE CAST OF MAKING THE SERVICE ISSUED FOR: DATE LISTED ITEMS,SHALL INCLUDE OMIT NOT DE LIMITED TO THE FOLLOWING: GLECTRI AL BEFORE FINAL ACCEPTANCE,TEMPORARY FIXTURES ONS,A TENANT FURNISHED LIGHT BOXES. FINAL HOME RM, ELECTRICAL F SERVICE FACILITIES INSTALLED BY C coNTRAcroR PRELIM. LL REVIEW 03.20.15 WIRING,PANEL 00)ES,TRANSFORMERS,SWITCHES,DUPLEX RECEPTACLES, CONNECTIONS,AND LAMIPMG 6FL1LL ALSO DE INCLUDED. SIGN TIME CLOCK JUNCTION BOXES, AND LABOR SHALL !7E REMOVED AND/OR SERVICE DISCONNECTED M ACCEPTABLE MANNER 14. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL 23 ELECTRICAL CONTRACTOR SHALL Of RESPONSIBLE FOR ELECTRICAL ITEMS IECED6ARY TO COMPLETE THIS PROJECT AS DRAWL GGN'EGMOTO . OVERREAD GRILLE INCLUDING BUT NOT LIMITED TO D. TEMPORARY FLAT, WHEN REQUIRED FOR PROPER INSTALLATION OR BID PERMIT SET 05.26.15 GRILLE MOTOR ALL LIMIT SWITCHES, AND INTERLOCK SWITCHES. PROTECTION W ANY PORTION OF THE WORD CONTRACTOR SHALL IS, ELECTRICAL CONTRACTOR SHALL RMIW AND INSTALL ALL ELECTRICAL30CETERA! FURNISH AND INSTALL TEMPORARY HEATING WITS AS PROVIDED BY EGLIPMENT MID WIRING M ACCEPTANCE WITH .LANDLORD'S DESIGN THE LANDLORD OR LOCAL AUTHORITY. CRITERIA ALL WIRING SHALL COFORI TO THE STANDARDS OF THE NATIONAL ELECTRICAL CODE AND MEET ALL LOCAL REGULATIONS. E. DOST LANDLORD PROVIDED SERVICES, IF THE LANDLORD , ELECTSS TO PROVIDE TEMPORARY UTILITY SERVICES,THE CONTRACTOR WILL BE 60 INFORMED BY THE TENANT. THE 16. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUIT 'LOCK-CN' CLIPS AND 3L LIGHTING AND POWER PANELSCONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH No. REVISION ISSUES: DATE INSTALL SAME ON THE FOLLOWING CIRCUIT& A ALL LIGHT AND POWER PANELS SHALL BE GENERAL ELECTRIC, LANDLORD'S GENERAL CONTRACTOR TO PAY THE C06T OF SAID TEMPORARY CONSTRICTION AND UTILITY SERVICES. CASH( WRAP RECEPTACLES WESTINGHOUSE, OR I-T-Es UTILIZING BOLTED DREAIMRS WITH 1 LL COMMENTS 05.20.15 - WATER HEATER INTEGRAL MAN DREAKER(61ZE PER PLANS). - STOIREP RONT SIGN TIME CLOCK 32. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL SEVEN (1)DAY 24- - NIGHT�EM ERGENCY LIGHTING CIRCUIT FROM LANDLORD PANEL HOUR TIME CLOCK FOR STOREFRONT 61GNA GE. TIME CLOCK WALL BE - OA GRILLE ALF PARAGON 1000 SERIES 1-DAY TIME CONTROL WITH MANUAL HAND TRIP - HVAC EMIPMENT OR EQUAL - PHONE Q - TRANSFOR-ER 33. STEP DOIN TR.4NSFOIW ERS - SENSORIATIC Q A STEP DOWN TR,MIBFOR"ER6 SHALL DE EQUAL TO GE OR LF-ST -440" 600 VOLT CLASS 'DRY TYPE' SINGLE OR THREE Il. EGIIIPM'ENT IDENTIFICATION PHASE PER PLANS CLASS 'R' NSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE A IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED 34. CONDUIT (COMPRESSION FITTINGS REQUIRED) BAKELITE NAMEPLATE OR IMIPRES6ED,PLASTIC,STRIP. M92ER TO NOTE 22. A ALL CONDUIT SHALL DE CONCEALED, M FNI6WM AREAS. ALL b. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOADS AGRO66 ALL C474CONDUIT UNDER GROINS D T CONCRETE SLAB SIL MLA RKa1D PHASES AND WALL PROVIDE A CROW DIRECTORY WITH TYPED CIRCUIT TUBING . ALL OTHER OUTLETS MAY DE ELECTRICAL METALLIC DESIGNATION CARD UNDER PLASTIC COVER ON THE INSIDE OF EACH PANEL TIDING (E 64A ALL OUTLETS SHALL WITH FLUSH AT RIGHT ALL CONDUITS SFNALL DE RW PARALLEL WITH AND AT RGFNT ANGLES TO DOOR ELECTRICAL CONTRACTOR WALL ALSO RIRNISH AND INSTALL THE BUILDING CONSTRICTION AND SHALL BE LEVEL FLEXIBLE NAMEPLATE ON ALL D16COWECT SWITCHES AND PANELS. ALL NEW METALLIC TUBING (NtTJ MAY DE USED WHERE PER'IITTED (DY ELECTRICAL MATERIALS,PRODUCTS AND EQUIPMENT (WA-WING ALL NE.C.ARTICLE 349 OR LOCAL RESTRICTIONS). C4XIPONENT6 THEREOF)SHALL BEAR THE WDERIMTER'6 LABORATORIES LABEL AND MEET THE APPROPRIATE ASTM,NEC AND NEMA STANDARDS. D. CONTRACTOR WILL PROVIDE ND IN COD CABLES,JUMPERS,ETC, TO M&kRE CONTINUOUS GNRfOU4D M CONDUIT SYSTEM M ONLY U.L.APPROVED CUT-OUTS WILL DE PER1ITTED M DETIISING AND G ECWS)REQUIRE TRUE THREE WIRE DEDICATED LINES. THIS 16 A OTHER FIRERATED PAPARTITIONSFOR ELECTRICAL CIRCUUITS/SIUITCFES, MID TRE GROUNDNOT A NEUTRAL CONDUIT MUST NOT BE USED AS FOR ALL UTILITY PENETRATIONS. THE OLY GROUNDINGMEANS. D. THE CONDUITS REOIUIRED FOR MECHANICAL CONTROLS SHALL DE ON20. THE ELECTRICAL CTRACTOR 16 RE6PCN61BLE TO PROVIDE RA TEMPORARY SUPPLIED DY THE ELECTRICAL CONTRACTOLIGHTING MID POWER SYSTEM FOR THE WORK OF ALL TRADES DURING THE ELECTRICAL WIRING FOR THE MECHANICAL CONTROLS CONSTRUCTION,AND SHALL REPROVE THE SAME PRIOR TO THE SHALL BE PROVIDED DY THE MECHANICALCORNTRACTOCOCOMPLETION OF THE PROJECT, ALL WRITS SHALL BE POVIDED WITHINDIVIDUAL DISCONNECTS AT EACH WIT M ACCORDANCE WITHTHE NATIONAL ELDEECTRIC CO #ghton 2L TENANT'S ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE E WHERE STORE IS ON ANY LEVEL BUT GRCND LEVEL,THE TENANT'S TEMPORA Y POWER WITH GROUND FAULT PROTECTION FOR ALL POWER GENERAL CONTRACTOR BNALL RW ALL CONDUIT FOR ELECTRICAL ECUIPMENT USED M THE PREMISES,AND SHALL IRIEMOYE THE SATE PRIOR FLOOR OUTLETS AND TELEPHONE FLOOR OUTLETS, TIGHT AGAINST TO THE COMPLETION OF THE PROJECT. THE U,DERBIDE OF THE SECOND FLOOR LEVEL THE SECOND WASHINGTON FLOOR STAUCTIRA` SLAB SHALL BE CORED AS REQUIRED TO SQUARE MALL 22. ELRE ECTRICAL WOW( CESSED DUPLEX OUTLETS,ETCJ 16 ALLOWED M THE INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. DIVIDING PARTITIONS BETWEEN TENANTS WHERE (U NO WORK CONFLICTS F. ALL TELEPHONE WIRE SHALL BE INSTALLED M CONDUIT. ALL WIRES WITH OR DAMAGES WORK PREVIOUSLY INSTALLED BY AN ADJOINING SHALL BE COPPER 9644 SW WASHINGTON SO. RD. TENANT,AND ( 22))WOW, AND BING UILDDEPARTMENT DO NOT RESTRICT PROPOSED W( SPACE #G13 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL TIGARD, OR 97223 OLGOTCING,CHAINS,HANGERS,ETC`A6 NECESSARY TO SUPPORT LIGHTNG SYSTEMS. 24. DUZZERS/CWM&ffl IW BUTTONS A CIMIES BUZZERS, H ,AND PUB14 WTTONS SHALL BE EmIA' TO THOSE PROJECT NUMBER: BG 1414.�� MANFACTRED BY EDWARDS AND SHALL OPERATE FROM A 24 VOLT -- - TRANSFORMER ON THE 6TOOKIROOM RECEPTACLE CIRCUIT. Drawn By File Name D. WHEN USED IN AN EXTERIOR 0211DITIOK THE PUSH BUTTON SHALL RB BG1414_P2 MEET NEMA STANDARDS FOR EXTERIOR OPERATION! Checked By LT Scale G CHIMES AND BUZZERS SHALL BE r ioU4TED ABOVE THE CEILING RB GRID. Project Mgr. Scale: D. SIGNAL CONDUCTORS WIRING FOR ANNUNCIATOR DEVICES AND RB AS SHOWN BETWEEN MULTIPLE DEVICES AND THEIR ACTIVATORS,SHALL DE ROUTED AND SHIELDED AGCORDIYs TO PREVAILING ORDINANCES. Title: REFERENCE ONLY ELECTRICAL NOT APPROVED WITH THIS PERNIIT SPECIFICATIONS Sheet No. E - 4 DA-,