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Plans (12) BtP2014 - 00045 D � mo R E MA[A - 3 2014 RECON CITY0-HIGARD 1949 OF 0 0 PROJECT LOCATION BUILDING/CODE INFORMATION DRAWING INDEX 2010 OREGON STRUCTURAL SPECIALTY CODE T-0.0 COVER SHEET ri SW Ir�ttltsn�i (wtrc~ t �t CONSTRUCTION TYPE: V-B, SPRINKLED T-0.1 SPECIFICATIONS CITY OP TIGARD BUILDING HEIGHT. 2 LEVELS REVI FOR CODE COMPLIANCE a. T 0 2 SPECIFICATIONS } = Approved: j "r BUILDING OCCUPANCY: B j _ '`' T-1.1 EGRESS SHEET- FIRST FLOOR OTC: w� nrtrk' Permit ';y , TENANT IMPROVEMENT SQUARE FOOTAGE: 2,485 SF FIRST FLOOR, 1,247 SF-SECOND FLOOR T-1.2 EGRESS SHEET-SECOND FLOOR CAPITAL ONE BUILDING C RENOVATION �� A mss: k2A 6720 SW MACADAM AVENUE,SUITE 100 15w flaf0c,S1 "" ; �' . OCCUPANT LOAD FOR TENANT IMPROVEMENT: 314- FIRST FLOOR, 411 -SECOND FLOOR(SEE EGRESS PLAN) PORTLAND,OR 97219 f/1 _ T 503-245-7100 " t �` T-2.1 DEMOLITION PLAN -FIRST FLOOR IT swrr 4 By: Date: .._. . .. � tlf r Lai � . T-2.2 DEMOLITION PLAN-SECOND FLOOR 117 SOUTH MAIN STREET,SUITE 400 T-3.1 FLOOR PLAN -FIRST FLOOR SEATTLE,WA 98104 T 206-576-1600 V, Me6dow So� � ©ANKROM MOISAN ARCHITECTS, INC. � 3" Comm, , i t urc6" Y T-3.2 FLOOR PLAN -SECOND FLOOR, DOOR SCHEDULE,APPLIANCE SCHEDULE � » �� St T-4.1 REFLECTED CEILING PLAN- FIRST FLOOR ,approved pian y , y per cn T-4.2 REFLECTED CEILING PLAN SECOND FLOOR S11ail be On )Ob Site. CL GENERAL NOTES - CODE INFORMATION tp, I �te�ox T-5.1 DETAILS , ykaft lndar v�ttsfe �' .: � C-4hi �; OFFICE COPY Zak. � ; . � ��E'Q C�At�C ��Lx� FVVSouth+�oodrjr:.' 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE STRUCTURAL SPECIALTY f�rcrs T-5.2 DETAILS CODE 2010 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. T-5.3 ELEVATIONS "' d �uctiz�rY{�ib�i 'Gec><gel nx 3 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER ztr T-6.1 FINISH PLAN -FIRST FLOOR, FINISH SCHEDULE tle4v et Ply FMO. 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND T-6.2 FINISH PLAN -SECOND FLOOR F Fs�ishst ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. " t" Lttr=bcryinis ti {qr` 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS " �' TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA DEFERRED SUBMITTALS WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. VI C I N ITY MAP 5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS PROVIDE ARCHITECT WITH DESIGN BUILD DRAWINGS FOR REVIEW. SCALE: N.T.S. DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. ELECTRICAL 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, AND THE INTERNATIONAL FIRE CODE. MECHANICAL 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY PLUMBING CODE 2010 EDITION, SECTIONS 1006 AND 1011 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS FLS/SPRINKLER ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL SPECIALTY CODE 2010 EDITION. U z m � N PROJECT TEAM w > z Qo BUILDING ADDRESS BUILDING C O F_ W 12447 SW 69TH AVE M O TIGARD, OREGON 97223 OWNER/LANDLORD TIGARD CORPORATE CENTER < 3: Q LIMITED PARTNERSHIP 15400 SW MILLIKAN WAY �. BEAVERTON, OR 97006 Q ' AREA OF WORK AREA OF WORK PHONE: (503) 646-2202 FAX: (503) 626-8903 ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS 6720 SW MACADAM, SUITE 100 PORTLAND, OR 97219 CONTACT: ELIZA ALLEN "' PHONE:(503)245-7100 REVISION DATE REASON FOR ISSUE Q FAX:(503)245-7710 EL Lu PROJECT MANAGER MARK G.ANDERSON CONSULTANTS, INC. 5525 LAKEVIEW DRIVE, SUITE 200 S _ KIRKLAND, WA 98033 L,., CONTACT: ED FISCHER PHONE: (425) 739-1351 p n FAX: (206) 822-7878 Ui TENANT CAPITAL ONE COVER SHEET a CONTRACTOR TBD LnN ti k. }1.0 O J CO PERMIT/BID oQ • cy w LL w u CITY OF TIGARD DATE PROJECT MANAGER Q Z Approved by Planning 02.28.14 SO 0 Date: -P! H PROJECT wQ — _ _ _ Initials: 126250 BER SHEET NUMBER KEY MAP BUILDING C FIRST FLOOR KEY MAP BUILDING C SECOND FLOOR SCALE: N.T.S. SCALE: N.T.S. SCALE T-090 0� N/A INCLUSIVE OF ADDENDUM #001 & BID RFI #001 rr/ Ni CAPITAL ONE / BUILDING C 5.COORDINATION 4.SHOP DRAWINGS 194 DEMOLITION NOTES PARTITION PLAN NOTES THE RCP INDICATES THE LOCATION OF CEILING HEIGHTS,LIGHT TYPES,LIGHT FIXTURES,SWITCH HARDWARE NOTES REPRODUCTIONS OF CONTRACT DRAWINGS SHALL NOT BE PERMITTED AS SHOP DRAWINGS. LOCATIONS AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, 4 OF Qe 1.SUMMARY 1.DIMENSIONS WIRING LAYOUT,AND ADDITIONAL.INFORMATION. 1.COORDINATION THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR PRODUCT DATA/CUT SHEETS: WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES LABOR FOR DEMOLITION,REMOVAL DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL GC TO COORDINATE HARDWARE PURCHASE,SPECIFICATION AND INSTALLATION. MATCH 1. FIXTURES/FITTINGS OF DEBRIS,PATCH AS REQUIRED,CONTROL DUST,AND NECESSARY PERMITS. BE SHOWN ON PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAY BY ARCHITECT 6.DISCREPANCIES EXISTING BUILDING STANDARD ON FLOOR. 2. DOOR HARDWARE TAKES PRECEDENT OVER ALL OTHER PLANS. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS'RCP AND THE ENGINEER'S 3. DOORS/RELITE FRAMES 2.TYPES OF SELECTIVE DEMOLITION WORK LIGHTING PLAN,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING 2.KEYING 4. DOOR FRAMES DEMOLITION WILL REQUIRE THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL;SEE 2.PARTITIONS MATERIALS OR PROCEEDING WITH WORK. KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER AND TENANT. STAMP S. MILLWORK/CABINETRY FLOOR PLANS. ALL GYP PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL KEYS"DO NOT DUPLICATE." 6. PAINT ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH 7.CONFLICT. 7. LIGHT FIXTURES 3.SCHEDULE AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL NOTIFY ARCHITECT OF ANY CONFLICTS IN LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, 3.HINGES SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. DUCTS,STRUCTURES,HVAC.AND/OR CONDUIT,PRIOR TO ROUGHING IN FOR LIGHTS. FURNISH TWO PAIR HINGES PER LEAF LION. THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SAMPLES: 1.CARPET DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS,THE OWNER`S REPRESENTATIVE 8.FIELD VERIFICATION OF WORK 2 2.VCT!V.VCT/VINYL FLOORING SDT 3.CLEAR DIMENSIONS AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF,CAPPING t VERIFY FIELD CONDITIONS AND LOCATION OF ALL PLUMBING,MECHANICAL DUCTS, 4.SILENCERS 3 BASE AND CONTINUITY OF UTILITY SERVICES ARE REQUIRED WITH DETAILS FOR DUST AND NOISE DIMENSIONS NOTED"CLEAR"OR"CLR"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT FURNISH SILENCERS FOR ALL INTERIOR FRAMES:3 FOR SINGLE DOOR,4 FOR PAIR OF DOORS. CONTROL VARY MORE THAN+/Y"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. STRUCTURAL ELEMENTS AND ANDY AND ALL OTHER APPLICABLE ITEMS:INSTALL NEW OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 4.PAINTS PLUMBING,MECHANICAL FANS,DUCTS,CONDUITS AND OTHER RELATED ITEMS SO AS TO NOT S.PLASTIC LAMINATE . _ 4.CONDITION OF STRUCTURES. 4.DIMENSION TOLERANCES CONFLICT WITH THE LUMINARIES AND ANY OTHER FIELD CONDITIONS5.LOCKS THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SHOP DRAWINGS: OWNER AND TENANT ASSUME NO RESPONSIBILITY OF ACTUAL CONDITION OF ITEMS OR DIMENSIONS TOLERANCES SHALL NOT EXCEED LOCAL JURISDICTION CODE DEFINED CRITERIA. g UL RATED ASSEMBLIES LOCKS TO BE 38"FROM BOTTOM OF DOOR TO CENTER OF LEVER. 1.CARPET PATTERN LAYOUTS STRUCTURES TO BE DEMOLISHED. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE ARCHITECTAPPROVAL 6.FAILSAFE FURNISH AND INSTALL UNDERWRITER LABORATORIES INC.LABELED DEVICES THROUGHOUT. 2.STANDARD MILLWORKICABINETRY 6720 SW MACADAM AVENUE,SUITE 100 'S IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING THE CONSTRUCTION ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM. 3.HARDWARE PORTLAND,OR 97219 THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING,THEN WAIT FOR DIRECTION FROM 5.DISCREPANCIES 10.LIGHTING FIXTURES 4.GLAZING T 503-245-7100 FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE PROVIDED NEW AT THE 5.ALUMINUM DOORS AND FRAMES THE OWNER. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)OF COMPLETION OF THE PROJECT. 7.ELECTRONIC HARDWARE 6.COORDINATED MECHANICAUELECTRICAVPLUMBING/HRE PROTECTION/LIFE SAFELY SIGNAL NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT,NOTIFY THE ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE 117 SOUTH MAIN STREET,SUITE 400 _ CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC SHOP DRAWINGS SEATTLE,WA 98104 BY OWNER INSOFAR AS PRACTICAL PARTITION INSTALLATION. , 11.LIFE SAFETY DEVICES HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK T 206-576-1600 LIFE SAFETY DEVICES TO BE INSTALLED AS BIDDER DESIGNED ITEMS AS REQUIRED BY CODE. . MECHANISM. 055000 METAL FABRICATIONS S.PROTECTIONS 6. EXPOSED EDGES 0 ANKROM MOISAN ARCHITECTS,INC. _ PROVIDE PROTECTIVE BARRICADES,PROTECTIVE CANOPIES,AND OTHER FORMS OF PROTECTION ALL EXPOSED GYP EDGES TO HAVE METAL EDGE TRIM. MILLWORK NOTES 8.DOOR HANDLES AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO ALL DOORS WITH LOCK SETS TO HAVE A LEVER HANDLE. 1.SUMMARY SELECTIVE DEMOLITION WORK. 7.ALIGNMENT THIS SECTION INCLUDES THE FOLLOWING: ALL WORK SHALL BE ERECTED AND INSTALLED, PLUMB,LEVEL SQUARE AND TRUE,AND IN 1.AWI STANDARD 9.MOUNTING HEIGHTS OVERHEAD DOORS,LOW PARTITIONS,BRACING,COUNTERTOPS AND SUPPORTS FOR PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF PROPER ALIGNMENT. "ALIGN" MEANS TO ACCURATELY LOCATED FINISHED FACES IN THE SAME ALL MILLWORK TO BE AWI STANDARD:CUSTOM GRADE. HAND ACTIVATED DOOR-OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 44 INCHES APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. OWNER'S PERSONNEL.TENANT,THEIR EMPLOYEES AND THEIR INVITEES,AND GENERAL PUBLIC PLANE. AFF. TO AND FROM OCCUPIED PORTIONS OF BUILDING. 2.BLOCKING 2.SHOP DRAWINGS: 8. MILLWORK ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING,GC TO CHECKJOB PROGRESS 10. DOOR HARDWARE SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. INCLUDE PLANS PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN AND COORDINATE WITH OTHER TRADES INVOLVED. GC IS RESPONSIBLE FOR ALL BLOCKING DOOR HARDWARE TO BE ADA COMPLIANT. ELEVATIONS,SECTIONS AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. EXPOSED DURING DEMOLITION OPERATIONS. DRYWALUMILLWORK CONDITIONS. REQUIRED;UNDER NOT CIRCUMSTANCES WILL"EXTRA"WORK BE AUTHORIZED FOR EXTRA SHOW ANCHORAGE AND ACCESSORY ITEMS. BLOCKING. 010000 GENERAL REQUIREMENTS, PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. 9.CEILING HEIGHT PARTITIONS 3. PROJECT CONDITIONS: - REFER TO RCP FORM SOFFITS AND CEILING HEIGHTS. 3.SHOP DRAWINGS FIELD MEASUREMENTS:VERIFY ACTUAL LOCATION OF WALLS AND OTHER CONSTRUCTION CONSTRUCT TEMPORARY INSULATION SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO THE GC SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. ALTERATION PROJECT PROCEDURES CONTIGUOUS WITH METAL FABRICATIONS BY FIELD MEASUREMENTS BEFORE FABRICATION AND SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. 10. ELECTRICAL WORK INDICATE MEASUREMENTS ON SHOP DRAWINGS. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. REFER TO ELECTRICAL DRAWINGS. 4.FIELD VERIFICATION 1. HOURS IT SHALL BE THE GC'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH 4.COORDINATION:COORDINATE INSTALLATION OF ANCHORAGES FOR METAL FABRICATIONS. 6.DAMAGES 11.ARCHITECT APPROVAL THE PROJECT DOCUMENTS 50 AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK TO BE PREFORMED IN ACCORD WITH LANDLORD'S RULES AND TENANT'S REQUIREMENTS. PROPERLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING PIPES,FURRING AND SIMILAR WORK WILL BE PERFORMED,INCLUDING SUCH MATTERS AS UNLOADING FACILITIES,LOCATIONS 5.PRODUCTS: ADDITIONAL COST TO OWNER. SYSTEMS AND ITEMS,ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT AND SIZES OF ELEVATORS,EQUIPMENT,OR FACILITIES NEEDED PRELIMINARY TO AND DURING 2•ACCESS METAL SURFACES GENERAL:PROVIDE MATERIALS WITH SMOOTH,FLAT SURFACES,LION. FORM PLANS. THE WORK,AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. ACCESS TO OCCUPIED SPACES SHALL BE MAINTAINED AT ALL TIMES DURING NORMAL BUSINESS METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK,PROVIDE MATERIALS 7.TRAFFIC HOURS. PROVIDE PROTECTION FOR WORK IN-PLACE AND SAFETY OF PUBLIC DURING WITHOUT SEAM MARKS,ROLLER MARKS,ROLLED TRADE NAMES OR BLEMISHES. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO 12. SLAB WORK 5.PROTECTION CONSTRUCTION. ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS AND OTHER ADJACENT ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND THE GC SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE 6.FASTENERS: OCCUPIED OR USED FACILITIES. SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. AND TO PROTECT BUILDING OWNER AND TENANTS PROPERTY FROM INJURY OR LOSS ARISING IN 3.DUST EXPANSION ANCHORS:ANCHOR BOLT AND SLEEVE ASSEMBLY WITH CAPABILITY TO SUSTAIN, CONNECTION WITH ALL PROJECT WORK. ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT THE SPREAD OF DUST,FUMES, WITHOUT FAILURE,A LOAD EQUAL TO SIX TIMES THE LOAD IMPOSED WHEN INSTALLED IN UNIT 8.UTILITY SERVICES 13.DOOR CLEARANCES NOISE,AND SMOKE AS NECESSARY. MASONRY AND FOUR TIMES THE LOAD IMPOSED WHEN INSTALLED IN CONCRETE,AS MAINTAIN EXISTING UTILITIES TO REMAIN,KEEP IN SERVICE,IDENTIFY AND PROTECT AGAINST TRIM THE BOTTOM OF DOORS TO LEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE,BY Ya" 6. GUARANTEE DETERMINED BY TESTING ACCORDING TO ASTM E 488,CONDUCTED BY A QUALIFIED DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS MAXIMUM,LION.VERIFY SLAB CONDITION AND TRIM EACH DOOR TO FIT CONDITIONS WHERE THE GC SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY 4.FALSE ALARMS INDEPENDENT TESTING AGENCY. REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. RADICAL VARIATIONS IN FLOOR ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR TAKE STEPS AS NECESSARYTO PROTECT AND MINIMIZE FALSE ALARMS TO BUILDING FIRE STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTATION SYSTEM. COORDINATE FIRE ALARM PROTECTION EFFORTS WITH BUILDING MANAGER TO 7.FABRICATION,GENERAL REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE MAINTAIN SYSTEM FUNCTION. SHOP ASSEMBLY:REASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. DATAICOMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH THE TELEPHONE 14. GLASS WORK PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DISASSEMBLE UNITS ONLY AS NEEDED FOR SHIPPING AND HANDLING LIMITATIONS. USE COMPANIES SERVICE OWNER TO TENANT DATA/COMMUNICATIONS REP AS REQUIRED TO ALL GLASS SHALL BE CLEAR TEMPERED GLASS,UON. GLAZING TONG MARKS SHALL NOT BE DEFECTS WITH REASONABLE PROMPTNESS. 5.PATCH: CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. CLEARLY MARK UNITS PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO DELIVERY. PATCH AT LOCATIONS IN EXISTING AREAS WHERE PARTITIONS ARE TO BE REMOVED,PATCH FOR REASSEMBLY AND COORDINATED INSTALLATION.CUT,DRILL AND PUNCH METALS CLEANLY DRAINS NOT BEING REUSED. 7.FINISH FLOORS,WALLS AND CEILINGS WITH NEW FINISH MATERIAL TO MATCH ADJACENT FINISHES AND ACCURATELY. REMOVE BURRS AND EASE EDGES TO A RADIUS OF APPROX &INCH(1 MM), 15.CEILING HEIGHT PARTITIONS ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. GC WHERE A PRODUCT OR TYPE OF CONSTRUCTION OCCURS IN EXISTING BUILDING,AND IS NOT LION. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. 9.ENVIRONMENTAL CONTROLS CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING;WITH NO JOINTS SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. SPECIFIED AS PART OF NEW WORK,PROVIDE SUCH PRODUCTS OR TYPES OF CONSTRICTION AS FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN USE TEMPORARY ENCLOSURE AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT VARYING MORE THAN Y"OVER 6'-0"AND NO JOINTS GREAT THAN %s"LION. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE GC AT THEIR EXPENSE. NEEDED TO PATCH,EXTEND OR MATCH EXISTING WORK. SEPARATION OR OTHERWISE IMPAIRING WORK. RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND 1 FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGELS AND SURFACES AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. DOOR DIMENSIONS 8.COORDINATION 01 2 3 0 0 ALTERNATES STRAIGHT EDGES. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB UON. MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL,TELEPHONE AND FOLLOWING:USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP 10. INSPECTION COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED STRENGTH AND CORROSION RESISTANCE WELDING FLUX IMMEDIATELY. AT EXPOSED PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK INSPECT AREAS IN WHICH WORK ALL DOORS SHALL HAVE V-6"CLEAR ON STRIKE/PULL SIDE OF DOOR, VERIFY AND ADVISE TO CONCEAL CABLES. 1.SUMMARY CONNECTIONS,FINISH CONTOUR OF WELDED SURFACES AND SMOOTH AND BLENDED SO NO WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ALTERNATES ROUGHNESS SHOWS AFTER FINISHED AND CONTOUR OF WELDED SURFACE MATCHES THAT OF (� SURFACES OR EQUIPMENT THAT COULD BE MISCONSTRUED AS DAMAGED RESULTING FROM 12.SHELVING ADJACENT SURFACE. DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 17. MILLWORK NO UNBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 3'-0"WITHOUT 2.DEFINITIONS: FORM EXPOSED CONNECTIONS WITH HAIRLINEJOINTS,FLUSH AND SMOOTH,USING ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK ADDITIONAL SUPPORTS AND/OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY ALTERNATE:AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN CONCEALED FASTENERS WHERE POSSIBLE. WHERE EXPOSED FASTENERS ARE REQUIRED,USE 11.PREPARATION NOT SUPPORTED BY SLABS ABOVE 4'-0"HEIGHT, ALL CONCEALED LUMBER AND BLOCKING TO BE BLOCKED AND OR SUPPORTED. WORK DEFINED IN THE BIDDING REQUIREMENTS THAT MAY BE ADDED OR DEDUCTED FROM THE PHILLIPS FLAT-HEAD SCREWS OR BOLTS,LION. LOCATED JOINTS WHERE LEAST CONSPICUOUS. CONTRACTOR SHALL CEASE OPERATIONS AT THEIR DISCRETION AND NOTIFY OWNER AND FIRE-RATED. BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER IN THE FABRICATE SEAMS AND OTHER CONNECTIONS THAT WILL BE EXPOSED TO WEATHER IN A BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. FINISH AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS,MATERIALS,EQUIPMENT, MANNER TO EXCLUDE WATER. .J CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS 18. PATCH AND REPAIR 1 I N I S H P LAN NOTES SYSTEMS OR INSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS. THE COST _ LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A AT ALL PERIMETER CONDITIONS WHERE DEMOLITION OCCURS TO BE PATCHED AND REPAIRED. OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO THE DEDUCTION FOR THEM 8.FINISHES,GENERAL DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED TO RECEIVE SCHEDULED 1. FINISHES CONTRACT SUM TO INCORPORATE ALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE COMPLY WITH NAAMM'S"METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL N LICENSED STRUCTURAL ENGINEER. FINISH. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH JEOPARDIZE MADE TO THE CONTRACT SUM. PRODUCTS"FOR RECOMMENDATIONS FOR ALLYING AND DESIGNATING FINISHES. FINISH METAL N THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS FABRICATIONS AFTER ASSEMBLY. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING DOOR NOTES THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 3.COORDINATION: LLJ W CI1 OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. MODIFY OR ADJUST AFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INGRATE WORK 9.EXECUTION > 2.COLOR SELECTION OF THE ALTERNATE INTO PROJECT. INSTALLATION GENERAL: E 0 12.COVER AND PROTECT 1.DOOR SCHEDULE ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT,LION. CUTTING,FITTING AND PLACEMENT:PERFORM CUTTING,DRILLING,AND FITTING REQUIRED FOR = COVER AND PROTECT FURNITURE,EQUIPMENT AND FIXTURES,AND OTHER ITEMS TO REMAIN REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS 11 INSTALLINGVETAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, W 0 1 FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS 3. FINISH PREPARATION 013100 COORDINATION ALIGNMENT AND ELEVATIONS;WITH EDGES AND SURFACES LEVEL,PLUMB,TRUE AND FREE OF _j l0 W FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 2.FIELD MEASURE ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURES, RACK;AND MEASURED FROM ESTABLISHED LINES AND LEVELS. FIST EXPOSED CONNECTIONS e 0 FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. RECOMMENDATIONS. ALL GYP PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. ALL 1.SEQUENCING ACCURATELY TOGETHER FORM HAIRLINE JOINTS. weld CONNECTIONS THAT ARE NOT TO BE LEFT Ln 13. CLEAN UP CRACKS, HOLES AND IMPERFECTIONS IN EXISTING WALLS,PARTITIONS OR GYP WALLS SHALL BE COORDINATE SCHEDULING,SUBMITTALS,AND WORK OF VARIOUS TRADES TO ASSURE AND AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. a AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTING AREAS SHALL BE LEFT IN 3.THRESHOLDS FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION AND INTERDEPENDENT ELEMENTS. DO NOT WELD,CUT OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP IE <BROOMED AND CLEAN CONDITION. CARPETED AREAS TO BE BE LEFT INA VACUUM CLEAN THE FLOOR DR LANDING SHALL NOT BE MORE THAN Y2"LOWER THAN THE THRESHOLD OF THE INTERIOR GYP SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR SCREWED FIELD CONNECTIONS. Q < CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL DOORWAY. BEVEL(1:2 MAX SLOPE)WHERE THE THRESHOLD EXCEEDS Y4"IN HEIGHT. THE FIRST COAT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED DURING SANDING 2.COORDINATION u � ) DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. PROCESS. THE GC SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION AND PROJECT RELATED FIELD WELDING:COMPLY WITH THE FOLLOWING REQUIREMENTS:USE MATERIALS AND 4.DOOR OPENINGS ACTIVITIES IN ACCORDANCE WITH BUILDING STANDARD CONSTRUCTION AND PROJECT METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE 14.EXISTING ELECTRICAL DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE WITHIN 4"OF ADJOINING 4.WORK AREA CLEAN-UP REQUIREMENTS INCLUDING,BUT NOT LIMITED TO,BUILDING ACCESS,BUILDING OPERATIONS, OF BASE METALS.OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FLUX IN PARTITIONS TO BE REMOVED,REMOVE AND CAP ALL OUTLETS,SWITCHES,WIRES, PARTITION,LION. UPON COMPLETION,REMOVE ALL PAINT FROM WHERE IT HAS SPILLED,SPLASHED OR HOURS OF OPERATION,NOISE AND DUST CONTROL,PROTECTION OF PUBLIC AREAS,ELEVATOR IMMEDIATELY. ATE EXPOSED CONNECTIONS,FINISH EXPOSED WILDS AND SURFACES SMOOTH THERMOSTATS,ETC.TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, SPLATTERED ON EXPOSED SURFACES. ACCESS,AND CONSTRUCTION CONTROL REQUIREMENTS. AND BLENDED SO NON ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED u,, WHERE NOTED TO BE REMOVED OR RELOCATED SHALL BE CAPPED OFF TO THE NEAREST J REVISION PATE REASON FOR ISSUE SURFACE MATCHES THAT OF ADJACENT SURFACE. JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY ALL GLASS IN DOORS SHALL BE TEMPERED GLASS,UON. 5.TOUCH-UP EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO DATAtCOMMINICATIONSRHD EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING 013300 SUBMITTAL PROCEDURES FASTENING TO IN-PLACE CONSTRUCTION:PROVIDE ANCHORAGE DEVICES AND FASTENERS L TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES,SERVICE OWNER OR TENANT 6.EXIT CORRIDORS AND MILLWORK INSTALLATION,AND PROCEED WITH'TOUCH UP"AS REQUIRED. EXAMINE ALL . WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED AND IN-PLACE CONSTRICTION. G DATA/COMMUNICATIONTS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING AND MILLWORK 1,SUMMARY PROVIDED THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS,TOGGLE DELAYS. WHEN OPENED IN ANY POSITION. INSTALLATION,AND PROCEED WITH"TOUCH UP"AS REQUIRED. BOLTS,THROUGH BOLTS,LAG BOLTS,WOOD SCREW,AND OTHER CONNECTORS. g THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTING CORROSION PROTECTION:COAT CONCEALED SURFACES OF ALUMINUM THAT WILL COME INTO 15.PATCHING SHOP DRAWINGS PRODUCT DATA,SAMPLES AND MISC SUBMITTALS. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND OR REPAIRING ANY DAMAGE CAUSED 7.DOOR SWINGS 6.FINISH APPROVAL CONTACT WITH GROUT,CONCRETE,MASONRY,WOOD,OR DISSIMILAR METALS WITH A HEAVY a ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. PROVIDE ARCHITECT WITH PAPER DRAWDOWN OF EACH COLOR AND FINISH FOR APPROVAL AT COAT OF BITUMIOUS PAINT. TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY,PUBLIC CORRIDORS,RESTROOMS OR TENANT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY 2.SUBMITTAL PROCEDURES SPACES. REFINISH TO MATCH ADJACENT FINISH,OR AS NOTED HEREIN. CEILING ` ( coLOR/FINISH ONCE THE WALL TEST i IAS BEEN MADE. COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS. SPECIFICATIONS � REFLECTED L E I L I N \a P��N NOTES CONSTRUCTION ACTIVITIES. COORDINATE EACH SUBMITTAL WITH FABRICATION,PURCHASING, o TESTING,DELIVERY AND OTHER SUBMITTALS AND RELATED ACTIVITIES THAT REQUIRE GENERAL:INSTALL FRAMING AND SUPPORTS TO COMPLY WITH REQUIREMENTS OF ITEMS BEING �, 16.PIPES,VENTS,ETC. - 7.DELIVERY LEAD TIME SUPPORTED,INCLUDING MANUFACTURES'WRITTEN INSTRUCTIONS AND REQUIREMENTS "' REMOVE TO SOURCE ALL PIPES,VENDS,APPLIANCES,OR DRAINS NOT BEING RE-USED. SEQUENTIAL ACTIVITY. C4 1.COORDINATION GC SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS WITHIN INDICATED ON SHOP DRAWINGS. >- 17.FLOORING THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED,AND ANY EXCESSIVE COORDINATE THE WORKING OF ALL TRADES IN THE CEILING WORK TO ENSURE CLEARANCES FOR 3EXECUTION. LEAD TIMES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY TO ALLOW FOR 10.ADJUSTING AND CLEANING: a REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FIXTURES,DUCTS,PIPING,CEILING SUSPENSION SYSTEM,ETC.NECESSARY TO MAINTAIN THE REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. <Imo- FINISHED CEILING HEIGHTS,SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. RESPECIFICATION IF NEEDED. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROPRIATE STAMP BEFORE CLEANING AND TOUCH UP PAINTING OF FIELD WELDS,BOLTED CONNECTIONS AND ABRADED a FLOORING SURFACE,SUCH AS FASTENERS,OUTLET CORES,COVER PLATES,RESILIENT FLOOR AREAS OF SHOP PAINT ARE SPECIFIED IN FINISH SCHEDULE. COVERINGS,CARPET,CARPET PAD, FLASH PATCH,CONCRETE FILL,PLYWOOD,ETC VERIFY IN FIELD. SUBMITTING TO ARCHITECT. 8.FLOOR SURFACE MODIFICATIONS J 2.FIXTURE TRIM MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS,THUS ARCHITECT'S REVIEW IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE 072100 THERMAL I N S U LATI O N �m 18.DEMOLITION PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. PERMIT/BID c FURNISH AND INSTALL ALL FIXTURES,ASSOCIATED TRIM,FIXTURE LAMPS,AND SEISMIC BRACING INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. COMMENTS MADE ON THE SHOP DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT 15 SHOWN ON DRAWINGS. THE INTENT IS �+W AS REQUIRED TO MEET CODE. DRAWINGS DO.NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. 9.FINISHES OF THE CONTRACT DOCUMENTS. REVIEW OF AIA CONTRACT SPECIFIED TIME SHALL NOT 1,SUMMARY IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH a o SEE FINISH PLAN,ELEVATIONS,AND DETAILS,FOR CLARIFICATION OF EXTENT OF FINISH BOARD INSULATION AT SOFFITS,EXTERIOR CAVITY WALL CONSTRUCTION,PERIMETER < THE CONTRACT DOCUMENTS,CLARIFY WITH POINT IN QUESTION WITH THE ARCHITECT BEFORE 3.FIXTURE LOCATIONS INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48"ABOVE FINISHED FLOOR TO CENTER OF MATERIALS.- FOUNDATION WALL,AND UNDERSIDE OF FLOOR SLABS.ACOUSTICAL INSULATION. J PROCEEDING. DATE PROJECT MANAGER -i SWITCH,LION. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND THE GC IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; <Z FINISHED WITH ONE COVER PLATE,LION. 10.JOINTS INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS 2.ACOUSTICAL INSULATION 02.28.14 , O 0 19.STAIRWAYS STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN BATT INSULATION:ASTM C 665;PREFORMED GLASS OR MINERAL FIBER BATT,FRICTION FIT, STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION VIEWED FROM ANY REASONABLE ANGLE. METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES OF CONSTRUCTION AND CONFORMING TO THE STUD SIZE SHOWN ON THE DRAWINGS. Lu 4. SOFFITS AND CEILING HEIGHTS DIMENSIONS COORDINATION OF THE WORK WITH OTHER TRADES. THICKNESS: PROJECT NUMBER SHEET NUMBER ~ ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO ACING:UN AC p�NCH OR AS INDICATED ON DRAWINGS. 126250 p o- 20.GRAPHICS 11 FLOOR FINISHES W dBOTTOM OF FINISHED GYP OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR DENSmr:1.0 LBS/FT3 MINIMUM. u REMOVE EXISTING SIGNAGE/GRAPHICS FOR RE-USE WHERE APPLICABLE IF SIGNAGE MEETS ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER C FINISHES. FLAME/SMOKE PROPERTI ES:10/10 IN ACCORDANCE WITH ASTM E M. SCALE T-01 4 S BUILDINGlTENANTSIANDARDS. OF DOOR,LION. N/A • INCLUSIVE OF ADDENDUM #001 & BID RFI #001 �� o. CAPITAL ONE BUILDING C 5.COORDINATION 4,SHOP DRAWINGS, t.�'r� �►�J DEMOLITION NOTES PARTITION PLAN NOTES THE RCP INDICATES THE LOCATION OF CEILING HEIGHTS,LIGHT TYPES,LIGHT FIXTURES,SWITCH HARDWARE NOTES REPRODUCTIONS OF CONTRACT DRAWINGS SHALL NOT BE PERMITTED AS SHOP DRAWINGS. LOCATIONS AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, OF V }" 1.SUMMARY 1.DIMENSIONS WIRING LAYOUT,AND ADDITIONAL INFORMATION. 1.COORDINATION THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR PRODUCT DATA/CUT SHEETS: WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES LABOR FOR DEMOLITION,REMOVAL DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL GC TO COORDINATE HARDWARE PURCHASE,SPECIFICATION AND INSTALLATION. MATCH 1. FIXTURES/FITTINGS OF DEBRIS,PATCH AS REQUIRED,CONTROL DUST,AND NECESSARY PERMITS. BE SHOWN ON PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAY BY ARCHITECT 6. DISCREPANCIES EXISTING BUILDING STANDARD ON FLOOR. 2• DOOR HARDWARE TAKES PRECEDENT OVER ALL OTHER PLANS. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS'RCP AND THE ENGINEER'S 3. DOORS/RELITE FRAMES LIGHTING PLAN,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING 4. DOOR FRAMES 2.TYPES OF SELECTIVE DEMOLITION WORK 2. KEYING DEMOLITION WILL REQUIRE THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL;SEE 2:PARTITIONS MATERIALS OR PROCEEDING WITH WORK. KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER AND TENANT. STAMP 5. MILLWORK/CABINETRY FLOOR PLANS. ALL GYP PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL KEYS"DO NOT DUPLICATE." 6. PAINT ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH 7•CONFLICT. 7. LIGHT FIXTURES 3.SCHEDULE AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL NOTIFY ARCHITECT OF ANY CONFLICTS IN LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, 3. HINGES - SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DUCTS,STRUCTURES, HVAC,AN CONDUIT,PRIOR TO ROUGHING IN FOR LIGHTS. THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SAMPLES: SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. FURNISH TWO PAIR HINGES PER LEAF LION. 1 CARPET DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS,THE OWNER'S REPRESENTATIVE 8. FIELD VERIFICATION OF WORK 2.VCT/VINYL FLOORING/SDT AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF,CAPPING 3.CLEAR DIMENSIONS 4.SILENCERS AND CONTINUITY OF UTILITY SERVICES ARE REQUIRED WITH DETAILS FOR DUST AND NOISE DIMENSIONS NOTED"CLEAR"OR"CLR"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, FURNISH SILENCERS FOR ALL INTERIOR FRAMES:3 FOR SINGLE DOOR,4 FOR PAIR OF DOORS. 3•BASE CONTROL VARY MORE THAN+/-Y"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. STRUCTURAL ELEMENTS AND ANDY AND ALL OTHER APPLICABLE ITEMS: INSTALL NEW OMIT WHERE SOUND OR LIGHT SEAL OCCURS4.PAINTS . - - PLUMBING, MECHANICAL FANS,DUCTS,CONDUITS AND OTHER RELATED ITEMS SO AS TO NOT 5.PLASTIC LAMINATE '' CONFLICT WITH THE LUMINARIES AND ANY OTHER FIELD CONDITIONS. 4.CONDITION OF STRUCTURES. 4.DIMENSION TOLERANCES - 5. LOCKS THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SHOP DRAWINGS: • ad OWNER AND TENANT ASSUME NO RESPONSIBILITY OF ACTUAL CONDITION OF ITEMS OR DIMENSIONS TOLERANCES SHALL NOT EXCEED LOCAL JURISDICTION CODE DEFINED CRITERIA. g UL RATED ASSEMBLIES LOCKS TO BE 38"FROM BOTTOM OF DOOR TO CENTER OF LEVER. 1.CARPET PATTERN LAYOUTS STRUCTURES TO BE DEMOLISHED. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE 6.FAILSAFE ARCHITECT'S APPROVAL FURNISH AND INSTALL UNDERWRITER LABORATORIES INC,LABELED DEVICES THROUGHOUT. 2.STANDARD MILLWORK/CABINETRY 6720 SW MACADAM AVENUE,SUITE 100 IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING THE CONSTRUCTION ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM, 3.HARDWARE PORTLAND,OR 97219 THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING,THEN WAIT FOR DIRECTION FROM. 5.DISCREPANCIES 10. LIGHTING FIXTURES 4.GLAZING T 503-245-7100 FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE PROVIDED NEW AT THE 5.ALUMINUM DOORS AND FRAMES THE OWNER. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)OF COMPLETION OF THE PROJECT. 7. ELECTRONIC HARDWARE 6.COORDINATED MECHANICAVELECTRICAVPLUMBING/FIRE PROTECTION/LIFE SAFETY SIGNAL NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT,NOTIFY THE ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE 117 SOUTH MAIN STREET,SUITE 400 CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC SHOP DRAWINGS SEATTLE,WA 98104 LIFE SAFETY DEVICES BY OWNER INSOFAR AS PRACTICAL. PARTITION INSTALLATION. 11. HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK T 206-576-1600 LIFE SAFETY DEVICES TO BE INSTALLED AS BIDDER DESIGNED ITEMS AS REQUIRED BY CODE. MECHANISM. 055000 METAL FABRICATIONS 5. PROTECTIONS 6.EXPOSED EDGES 0 ANKROM MOISAN ARCHITECTS,INC. PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES,AND OTHER FORMS OF PROTECTION ALL EXPOSED GYP EDGES TO HAVE METAL EDGE TRIM. MILLWORK NOTES 8.DOOR HANDLES AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO ALL DOORS WITH LOCK SETS TO HAVE A LEVER HANDLE. 1.SUMMARY - SELECTIVE DEMOLITION WORK. 7.ALIGNMENT THIS SECTION INCLUDES THE FOLLOWING: ALL WORK SHALL BE ERECTED AND INSTALLED,PLUMB,LEVEL SQUARE AND TRUE,-AND IN 1.AWI STANDARD 9. MOUNTING HEIGHTS OVERHEAD DOORS,LOW PARTITIONS,BRACING,COUNTERTOPS AND SUPPORTS FOR PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF PROPER ALIGNMENT. "ALIGN"MEANS TO ACCURATELY LOCATED FINISHED FACES IN THE SAME ALL MILLWORK TO BE AWI STANDARD:CUSTOM GRADE. HAND ACTIVATED DOOR-OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 44 INCHES APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS, OWNER'S PERSONNEL,TENANT,THEIR EMPLOYEES AND THEIR INVITEES,AND GENERAL PUBLIC PLANE. AFF. TO AND FROM OCCUPIED PORTIONS OF BUILDING. 2.BLOCKING 2,SHOP DRAWINGS: . 8.MILLWORK ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING,GC TO CHECK JOB PROGRESS 10. DOOR HARDWARE SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. INCLUDE PLANS PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN AND COORDINATE WITH OTHER TRADES INVOLVED. GC IS RESPONSIBLE FOR ALL BLOCKING DOOR HARDWARE TO BE ADA COMPLIANT. ELEVATIONS,SECTIONS AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. EXPOSED DURING DEMOLITION OPERATIONS. DRYWALVMILLWORK CONDITIONS. REQUIRED;UNDER NOT CIRCUMSTANCES WILL"EXTRA"WORK BE AUTHORIZED FOR EXTRA SHOW ANCHORAGE AND ACCESSORY ITEMS. BLOCKING. 010000 GENERAL REQUIREMENTS, PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. 9.CEILING HEIGHT PARTITIONS 3.PROJECT CONDITIONS: REFER TO RCP FORM SOFFITS AND CEILING HEIGHTS. 3.SHOP DRAWINGS FIELD MEASUREMENTS:VERIFY ACTUAL LOCATION OF WALLS AND OTHER CONSTRUCTION CONSTRUCT TEMPORARY INSULATION SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO THE GC SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. ALTERATION PROJECT PROCEDURES CONTIGUOUS WITH METAL FABRICATIONS BY FIELD MEASUREMENTS BEFORE FABRICATION AND SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. 10. ELECTRICAL WORK INDICATE MEASUREMENTS ON SHOP DRAWINGS. - EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. REFER TO ELECTRICAL DRAWINGS. 4.FIELD VERIFICATION 1.HOURS IT SHALL BE THE GC'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH 4.COORDINATION:COORDINATE INSTALLATION OF ANCHORAGES FOR METAL FABRICATIONS. 6. DAMAGES 11.ARCHITECT APPROVAL THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK TO BE PREFORMED IN ACCORD WITH LANDLORD'S RULES AND TENANTS REQUIREMENTS. PROPERLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING PIPES,FURRING AND SIMILAR WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES,LOCATIONS 5.PRODUCTS: ADDITIONAL COST TO OWNER. SYSTEMS AND ITEMS,ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT AND SIZES OF ELEVATORS, EQUIPMENT,OR FACILITIES NEEDED PRELIMINARY TO AND DURING 2•ACCESS METAL SURFACES GENERAL PROVIDE MATERIALS WITH SMOOTH,FLAT SURFACES,LION. FORM PLANS. THE WORK,AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. ACCESS TO OCCUPIED SPACES SHALL BE MAINTAINED AT ALL TIMES DURING NORMAL BUSINESS METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK,PROVIDE MATERIALS 7.TRAFFIC HOURS. PROVIDE PROTECTION FOR WORK IN-PLACE AND SAFETY OF PUBLIC DURING WITHOUT SEAM MARKS,ROLLER MARKS,ROLLED TRADE NAMES OR BLEMISHES. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO 12. SLAB WORK 5.PROTECTION CONSTRUCTION., ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS AND OTHER ADJACENT ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND THE GC SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE 6.FASTENERS: OCCUPIED OR USED FACILITIES. SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. AND TO PROTECT BUILDING OWNER AND TENANTS PROPERTY FROM INJURY OR LOSS ARISING IN 3. DUST EXPANSION ANCHORS:ANCHOR POLT AND SLEEVE ASSEMBLY WITH CAPABILITY TO SUSTAIN, CONNECTION WITH ALL PROJECT WORK. ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT THE SPREAD OF DUST,FUMES, WITHOUT FAILURE,A LOAD EQUAL TO SIX TIMES THE LOAD IMPOSED WHEN INSTALLED IN UNIT 8. UTILITY SERVICES 13.DOOR CLEARANCES NOISE,AND SMOKE AS NECESSARY, MASONRY AND FOUR TIMES THE LOAD IMPOSED WHEN INSTALLED IN CONCRETE,AS MAINTAIN EXISTING UTILITIES TO REMAIN,KEEP IN SERVICE,IDENTIFY AND PROTECT AGAINST TRIM THE BOTTOM OF DOORS TO LEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE,BY Y4" 6. GUARANTEE DETERMINED BY TESTING ACCORDING TO ASTM E 488,CONDUCTED BY A QUALIFIED DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS MAXIMUM,LION.VERIFY SLAB CONDITION AND TRIM EACH DOOR TO FIT CONDITIONS WHERE THE GC SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY 4.FALSE ALARMS INDEPENDENT TESTING AGENCY. REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. RADICAL VARIATIONS IN FLOOR ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR TAKE STEPS AS NECESSARY TO PROTECT AND MINIMIZE FALSE ALARMS TO BUILDING FIRE STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTATION SYSTEM. COORDINATE FIRE ALARM PROTECTION EFFORTS WITH BUILDING MANAGER TO 7•FABRICATION,GENERAL REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE MAINTAIN SYSTEM FUNCTION. SHOP ASSEMBLY:REASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH THE TELEPHONE 14. GLASS WORK PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DISASSEMBLE UNITS ONLY AS NEEDED FOR SHIPPING AND HANDLING LIMITATIONS. USE COMPANIES SERVICE OWNER TO TENANT DATA/COMMUNICATIONS REP AS REQUIRED TO ALL GLASS SHALL BE CLEAR TEMPERED GLASS,LION. GLAZING TONG MARKS SHALL NOT BE DEFECTS WITH REASONABLE PROMPTNESS. 5.PATCH: CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. CLEARLY MARK UNITS PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO DELIVERY. PATCH AT LOCATIONS IN EXISTING AREAS WHERE PARTITIONS ARE TO BE REMOVED,PATCH FOR REASSEMBLY AND COORDINATED INSTALLATION.CUT,DRILL AND PUNCH METALS CLEANLY DRAINS NOT BEING REUSED. 7.FINISH FLOORS,WALLS AND CEILINGS WITH NEW FINISH MATERIAL TO MATCH ADJACENT FINISHES AND ACCURATELY. REMOVE BURRS AND EASE EDGES TO A RADIUS OF APPROX Yu INCH(1 MM), _ 15.CEILING HEIGHT PARTITIONS ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. GC WHERE A PRODUCT OR TYPE OF CONSTRUCTION OCCURS IN EXISTING BUILDING,AND IS NOT UON. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. 9.ENVIRONMENTAL CONTROLS CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING;WITH NO JOINTS SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. SPECIFIED AS PART OF NEW WORK,PROVIDE SUCH PRODUCTS OR TYPES OF CONSTRICTION AS FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN USE TEMPORARY ENCLOSURE AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT VARYING MORE THAN Ya"OVER 6'4"AND NO JOINTS GREAT THAN 3/b"UON. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE GC AT THEIR EXPENSE. NEEDED TO PATCH,EXTEND OR MATCH EXISTING WORK. SEPARATION OR OTHERWISE IMPAIRING WORK. RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGELS AND SURFACES AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. DOOR DIMENSIONS 8.COORDINATION 012300 ALTERNATES STRAIGHT EDGES. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB LION, MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL,TELEPHONE AND FOLLOWING:USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP - 10. INSPECTION COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED STRENGTH AND CORROSION RESISTANCE WELDING FLUX IMMEDIATELY. AT EXPOSED PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK INSPECT AREAS IN WHICH WORK ALL DOORS SHALL HAVE V-6"CLEAR ON STRIKE/PULL SIDE OF DOOR. VERIFY AND ADVISE TO CONCEAL CABLES. 1.SUMMARY CONNECTIONS,FINISH CONTOUR OF WELDED SURFACES AND SMOOTH AND BLENDED SO NO WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ALTERNATES ROUGHNESS SHOWS AFTER FINISHED AND CONTOUR OF WELDED SURFACE MATCHES THAT OF (� SURFACES OR EQUIPMENT THAT COULD BE MISCONSTRUED AS DAMAGED RESULTING FROM 12.SHELVING ADJACENT SURFACE. DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 17. MILLWORK NO UNBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 3'-0"WITHOUT 2.DEFINITIONS: FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS,FLUSH AND SMOOTH,USING ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK ADDITIONAL SUPPORTS AND/OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY ALTERNATE:AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN CONCEALED FASTENERS WHERE POSSIBLE. WHERE EXPOSED FASTENERS ARE REQUIRED,USE 11.PREPARATION NOT SUPPORTED BY SLABS ABOVE 4'-0"HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO BE BLOCKED AND OR SUPPORTED. WORK DEFINED IN THE BIDDING REQUIREMENTS THAT MAY BE ADDED OR DEDUCTED FROM THE PHILLIPS FLAT-HEAD SCREWS OR BOLTS,LION. LOCATED JOINTS WHERE LEAST CONSPICUOUS. CONTRACTOR SHALL CEASE OPERATIONS AT THEIR DISCRETION AND NOTIFY OWNER AND FIRE-RATED. C BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER IN THE FABRICATE SEAMS AND OTHER CONNECTIONS THAT WILL BE EXPOSED TO WEATHER IN A _ BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. FINISH PLAN NOTES AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS,MATERIALS,EQUIPMENT, MANNER TO EXCLUDE WATER. FT CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS 18. PATCH AND REPAIR SYSTEMS OR INSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS, THE COST LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A AT ALL PERIMETER CONDITIONS WHERE DEMOLITION OCCURS TO BE PATCHED AND REPAIRED. OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO THE DEDUCTION FOR THEM 8.FINISHES,GENERAL: DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED TO RECEIVE SCHEDULED 1.FINISHES CONTRACT SUM TO INCORPORATE ALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE COMPLY WITH NAAMM'S"METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL CC) N LICENSED STRUCTURAL ENGINEER. FINISH. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH JEOPARDIZE MADE TO THE CONTRACT SUM. PRODUCTS"FOR RECOMMENDATIONS FOR ALLYING AND.DESIGNATING FINISHES.FINISH METAL �y THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS FABRICATIONS AFTER ASSEMBLY. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING DOOR NOTES THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 3.COORDINATION: w > 0-% OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. MODIFY OR ADJUSTAFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INGRATE WORK 9.EXECUTION > Z 2.COLOR SELECTION OF THE ALTERNATE INTO PROJECT. INSTALLATION GENERAL: T 12.COVER AND PROTECT 1.DOOR SCHEDULE ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT,LION. CUTTING,FITTING AND PLACEMENT:PERFORM CUTTING,DRILLING,AND FITTING REQUIRED FOR 0 (DCOVER AND PROTECT FURNITURE,EQUIPMENT AND FIXTURES,AND OTHER ITEMS TO REMAIN REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS 013100COORDINATION INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, ON L11 FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS 3.FINISH PREPARATION ALIGNMENT AND ELEVATIONS;WITH EDGES AND SURFACES LEVEL.,PLUMB,TRUE AND FREE OF .J kb W FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 2.FIELD MEASURE ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURES` RACK;AND MEASURED FROM ESTABLISHED LINES AND LEVELS. FIST EXPOSED CONNECTIONS Q } 0 13. CLEAN UP FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. RECOMMENDATIONS. ALL GYP PARTITIONS SHALL.BE TAPED AND SANDED SMOOTH. ALL 1.SEQUENCING ACCURATELY TOGETHER FORM HAIRLINE JOINTS. weld CONNECTIONS THAT ARE NOT TO BE LEFT l..... �> CRACKS,HOLES AND IMPERFECTIONS IN EXISTING WALLS,PARTITIONS OR GYP WALLS SHALL BE COORDINATE SCHEDULING,SUBMITTALS,AND WORK OF VARIOUS TRADES TO ASSURE AND AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTING AREAS SHALL BE LEFT IN DO NOT WELD,CUT OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP CL Ih 3.THRESHOLDS FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION AND INTERDEPENDENT ELEMENTS. � BROOMED AND CLEAN CONDITION. CARPETED AREAS TO BE BE LEFT IN A VACUUM CLEAN THE FLOOR OR LANDING SHALL NOT BE MORE THAN Yz"LOWER THAN THE THRESHOLD OF THE INTERIOR GYP SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR SCREWED FIELD CONNECTIONS. 'Q CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL DOORWAY. BEVEL(1:2 MAX SLOPE)WHERE THE THRESHOLD EXCEEDS Y4"IN HEIGHT. THE FIRST COAT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED DURING SANDING 2.COORDINATION N 0 DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. PROCESS. THE GC SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION AND PROJECT RELATED FIELD WELDING:COMPLY WITH THE FOLLOWING REQUIREMENTS:USE MATERIALS AND 4.DOOR OPENINGS ACTIVITIES IN ACCORDANCE WITH BUILDING STANDARD CONSTRUCTION AND PROJECT METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE 14.EXISTING ELECTRICAL DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE WITHIN 4"OF ADJOINING 4.WORK AREA CLEAN-UP REQUIREMENTS INCLUDING,BUT NOT LIMITED TO,BUILDING ACCESS,BUILDING OPERATIONS, OF BASE METALS.OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FLUX IN PARTITIONS TO BE REMOVED,REMOVE AND CAP ALL OUTLETS,SWITCHES,WIRES, PARTITION,UON. UPON COMPLETION,REMOVE ALL PAINT FROM WHERE IT HAS SPILLED,SPLASHED OR HOURS OF OPERATION,NOISE AND DUST CONTROL,PROTECTION OF PUBLIC AREAS,ELEVATOR IMMEDIATELY. ATE EXPOSED CONNECTIONS,FINISH EXPOSED WILDS AND SURFACES SMOOTH THERMOSTATS,ETC.TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, SPLATTERED ON EXPOSED SURFACES. ACCESS,AND CONSTRUCTION CONTROL REQUIREMENTS. AND BLENDED SO NON ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED Lu WHERE NOTED TO BE REMOVED OR RELOCATED SHALL BE CAPPED OFF TO THE NEAREST J REVISION DATE REASON FOR ISSUE tA SURFACE MATCHES THAT OF ADJACENT SURFACE. JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY ALL GLASS IN DOORS SHALL BE TEMPERED GLASS,UON. 5.TOUCH-UP EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO DATA/cOMMINICATtdNSAHD EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING 013300 S U B M I TTA L PROCEDURES FASTENING TO IN-PLACE CONSTRUCTION:PROVIDE ANCHORAGE DEVICES AND FASTENERS uj> TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES,SERVICE OWNER OR TENANT 6.EXIT CORRIDORS AND MILLWORK INSTALLATION,AND PROCEED WITH"TOUCH UP"AS REQUIRED. EXAMINE ALL WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED AND IN-PLACE CONSTRICTION. DATA/COMMUNICATIONTS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING AND MILLWORK 1.SUMMARY PROVIDED THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS,TOGGLE DELAYS. WHEN OPENED IN ANY POSITION. INSTALLATION,AND PROCEED WITH"TOUCH UP"AS REQUIRED. BOLTS,THROUGH BOLTS,LAG BOLTS,WOOD SCREW,AND OTHER CONNECTORS. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTING 15.PATCHING SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND MtSC SUBMITTALS. CORROSION PROTECTION:COAT CONCEALED SURFACES OF ALUMINUM THAT WILL COME INTO CONTRACTOR SHALL B£RESPONSIBLE FOR PATCHING AND OR REPAIRING ANY DAMAGE CAUSED 7,DOOR SWINGS 6.FINISH APPROVAL CONTACT WITH GROUT,CONCRETE,MASONRY,WOOD,OR DISSIMILAR METALS WITH A HEAVY 0 ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. PROVIDE ARCHITECT WITH PAPER DRAWDOWN OF EACH COLOR AND FINISH FOR APPROVAL AT COAT OF BITUMIOUS PAINT. TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY,PUBLIC CORRIDORS,RESTROOMS OR TENANT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY 2•SUBMITTAL PROCEDURES coj SPACES. REFINISH TO MATCH ADJACENT FINISH,OR AS NOTED HEREIN. COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS. SPECIFICATIONS REFLECTED CEILING P LAN NOTES CONSTRUCTION ACTIVITIES. COORDINATE EACH SUBMITTAL WITH FABRICATION,PURCHASING, o TESTING,DELIVERY AND OTHER SUBMITTALS AND RELATED ACTIVITIES THAT REQUIRE GENERAL:INSTALL FRAMING AND SUPPORTS TO COMPLY WITH REQUIREMENTS Of ITEMS BEING ,r, 16.PIPES,VENTS,ETC. 7.DELIVERY LEAD TIME SUPPORTED,INCLUDING MANUFACTURES'WRITTEN INSTRUCTIONS AND REQUIREMENTS REMOVE TO SOURCE ALL PIPES,VENDS,APPLIANCES,OR DRAINS NOT BEING RE-USED. SEQUENTIAL ACTIVITY. � 1.COORDINATION - GC SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS WITHIN INDICATED ON SHOP DRAWINGS. THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED AND ANY EXCESSIVE 17.FLOORING COORDINATE THE WORKING OF ALL TRADES IN THE CEILING WORK TO ENSURE CLEARANCES FOR 3.EXECUTION LEAD TIMES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY TO ALLOW FOR 10.ADJUSTING AND CLEANING: REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FIXTURES,DUCTS,PIPING,CEILING SUSPENSION SYSTEM,ETC.NECESSARY TO MAINTAIN THE REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. FINISHED CEILING HEIGHTS,SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. RESPECIFICAT{ON 1F NEEDED. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROPRIATE STAMP BEFORE CLEANING AND TOUCH UP PAINTING OF FIELD WELDS,BOLTED CONNECTIONS AND ABRADED Q FLOORING SURFACE,SUCH AS FASTENERS,OUTLET CORES,COVER PLATES,RESILIENT FLOOR COVERINGS,CARPET,CARPET PAD,FLASH PATCH,CONCRETE FILL.,PLYWOOD,ETC. VERIFY IN FIELD. 8.FLOOR SURFACE MODIFICATIONS SUBMITTING TO ARCHITECT. AREAS OF SHOP PAINT ARE SPECIFIED IN FINISH SCHEDULE. ro 2 2.FIXTURE TRIM MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS,THUS ARCHITECT'S REVIEW IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE 072100 THERMAL INSULATION � //(( 22 18.DEMOLITION FURNISH AND INSTALL ALL FIXTURES,ASSOCIATED TRIM,FIXTURE LAMPS,AND SEISMIC BRACING PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. INFORMATION GIVEN!N THE CONTRACT DOCUMENTS. COMMENTS MADE ON THE SHOP P E RI'V!ITIB .D DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. AS REQUIRED TO MEET CODE. DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS Q 9.FINISHES OF THE CONTRACT DOCUMENTS. REVIEW OF AEA CONTRACT SPECIFIED TIME SHALL NOT 1.SUMMARY N a IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH BOARD INSULATION AT SOFFITS,EXTERIOR CAVITY WALL CONSTRUCTION,PERIMETER SEE FINISH PLAN,ELEVATIONS,AND DETAILS,FOR CLARIFICATION OF EXTENT Of FINISH � THE CONTRACT DOCUMENTS,CLARIFY WITH POINT IN QUESTION WITH THE ARCHITECT BEFORE 3.FIXTURE LOCATIONS MATERIALS, INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. w PROCEEDING. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48"ABOVE FINISHED FLOOR TO CENTER OF FOUNDATION WALL,AND UNDERSIDE OF FLOOR SLABS.ACOUSTICAL INSULATION. -j - HATE PROJECT MANAGER SWITCH,LION. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND THE GC IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; Z 19.STAIRWAYS FINISHED WITH ONE COVER PLATE,UON. 10.JOINTS INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, 2.ACOUSTICAL INSULATION 02.28.14 SO STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION p-JSTAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES OF CONSTRUCTION AND BATT INSULATION:ASTM C 665,PREFORMED GLASS OR MINERAL FIBER BATT;FRICTION FIT, -J 4. SOFFITS AND CEILING HEIGHTS DIMENSIONS VIEWED FROM ANY REASONABLE ANGLE. COORDINATION OF THE WORK WITH OTHER TRADES. CONFORMING TO THE STUD SIZE SHOWN ON THE DRAWINGS. PROJECT NUMBER SHEET NUMBER a 20.GRAPHICS ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO THICKNESS: c NG UN3-1/2 INCH OR AS INDICATED ON DRAWINGS. 126250 0 - 11.FLOOR FINISHES ui BOTTOM OF FINISHED GYP OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR DENSITY:IA LBSJFT3 MINIMUM. U REMOVE EXISTING SIGNAGE/GRAPHICS FOR RE-USE WHERE APPLICABLE IF SIGNAGE MEETS ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER C� FINISHES. FLAME/SMOKE PROPERTIES:10/101N ACCORDANCE WITH ASTM E 84. SCALE OS BUILDING/TENANTSTANDARQS. OF DOOR,LION. NIA 11 -0 . 2 a INCLUSIVE OF ADDENDUM #001 & BID RFI #001 f f M0 'AREA OF WORK AREA OF WORK AREA OF WORK a - �^_• . . 6, , - ROOM SF RMOCC �� OF pg - i 2 17 g6,.1 f = - 135 1 15 - +a? op, �£I - I 3 +# ,�.w'Y'` 'tl �-�, c ^�:...:Y '_Ys.'{j 3+.#iC..3•+. .r=` - '� - 1 -�; _ ,is ], i t _ may; � - "' `. �, ` r �z _ ROOM SF RM OCC... rF 410 3 Roots SF RM occ - 3 - ,1561 38 - -�, ;- _ 1 100 B _ . - �_a..�-- -- � 1 0 B3 t a I ;�-'�, j'.;, �! • ,�=- - i - a o,, ;�:._-� -i„�-."�}� *_� �; t`� �'';, �� I� ,. �' ROOM SF MOCC # LM , _ ROOM SF RM OCC — R 37 4 S 3 i f__ _ _ c- _.�r.� . 94 00c Tm1 F OCC WK 1 15 B X11 ,5 B3 -- r::'jr 13141'” J." mm mals-rin000, 6720 SW MACADAM AVENUE,SUITE 100 FEC N �� PORTLAND,OR 97219 FEC - � 4 -�� T 503-245-7100 _ —° 117 SOUTH MAIN STREET,SUITE 400 3 } i' ROOMSF RM OCC SEATTLE,WA 98104 RM C ROOM SF RM OCC _ ROOM SF RM OCC 2O4 14 - 127 1 .. . 181 1 1 1001'13 1 15 B i „ ,I T 206-576-1600 1 300 B 252 A ' -` - --- -,.. -- , 15 B ROOM SF RM«c ®ANKROM MOISAN ARCHITECTS,INC. [EJ FOR e c 122 6 - � ROOM SF RM OCC ® 1 1 OQ $ , ocr 1545 5 71F10111 300 B ROOM SF RM OCC ## 89 1 -'11300 B _- ' 3 M RM OCC SF RM j ROOM SF RM oCC 36 3 f 1 100 =F -l' -ice i a- 'r um ou 6411 233 1 ` i �� i I , ) t � � RRA R� _ �,,.,�: _ - -�i FEC i . . T ROOM SF RM OCC - } - •�• 1302 28 ROOM SF Com - - ROOM SF RM oC RM« 1 ,00 B 617 41 1721 43 1 100 B own= ..� Rwm� R� .R� •rRne ...► 1 15 B - IT ul- _ ROOM SF M - 730 8 Ljp.. ROOM SF RM 274 3 ■■ , 3 3 ; . I ,t�i 4 - fl rl .. _ - ---- C -Um� F __l T) Lj U j .�: I I �R► iR� RrRRR� ! RarRl >!>� �� R� nRR>• R� R� RR� - - - _ EGRESS PLAN - BUILDING C - FIRST FL OR T-1 1t8"=1'-0" z J FIRE & LIFE SAFETY PLAN NOTES N �/ /� m N LIFE SAFETY SUMMARY MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES � W � THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. W Q Z 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.)THE z O LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B,F, 0 AND S. SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS 0 Q9 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED cn W IN ACCORDANCE WITH SECTION 903.3.1.1 FIRE & LIFE SAFETY PLAN LEGEND Q 3.3. O t!1 Q COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 67'-0" RooMSF RMoc� _ 10Q0 204 ROOM SUMMARY TAG FL � Q 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED 2 200 A-2.1 ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, _ . MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE PATH OF EGRESS ILLUMINATION.MEANS OF EGRESS ILLUMINATION SHALL NOT BE U TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT � COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 124'-0" LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY REVISION DATE REASON FOR ISSUE 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702,PER CL uj EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE 2010 O.S.S.C.SECTION 1006 >_ PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,(SEE �j TABLE 1015.1) EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE S —3 LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. COMPLIANCE:EXIT DOORS REQUIRED- 2 U- COMPLIANCE:EXIT DOORS PROVIDED- 4 FEC FIRE EXTINGUISHER CABINET ° 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) r WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA q co WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC L—J EGRESS PLAN SPRINKLER SYSTEM IN ANCE WITH SECTION 903.3.1.1 OR 903.3.1.Z THE C'4 SEPERATION DISTANCE OFTHEEXT DOORS OR XT ACCESS DOORWAYS SHALL / FIRST FLOOR r NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL t 5'-0"DIAMETER WHEELCHAIR TURNAROUND AREA j DIMENSION DIMENSION OF THE AREA SERVED. h COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 84'-0" NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING _ Ln COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 96'-10" EXISTING WALL O J �m PERMIT/BID a° Z U DATE PROJECT MANAGER a z 02.28.14 SO O a PROJECT NUMBER SHEET NUMBER mm Fr 1 126250 Lu SCALE T 1 . 1 0� 1/8 =1 '-O INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK t - '- AREA OF WORK 1 F aonM SF RM acc " Zil OPEN TO 455 30 , I ' zr � . ROOM SF M cBELOW 1 15 B ` _ ! aoc�M sF RM«c .. —.._T. ----, _ _ _s_-._. ,, -1488 37 . "..1530 40 - — F I ,, - _ 100 B 100 B T . 0 V� I ;? 3' (: ' '► k-� �c_ .t ' i ED 0 FEC 0 N a--R -- -. 6720 SW MACADAM AVENUE,SUITE 100 �--� ..r•. � FEC - ---- PORTLAND,OR 97219 T 503-245-7100 _ M RM OCC AOOM SF RM OCC f ]11 11 1�'�Jt1 sr RM OCC 1 10 103 7 !t "�++ ..+" 0 RM 6 117 SOUTH MAIN STREET,SUITE 400 ' B ( 1 15 8 i` # (-`� -- -" 1 731 49 1 _ 1 15' B 15 B T 206-576-1600 _ aooM «c SEATTLE,WA 98104 - 1 15 B +-,-..; ��.,, - ._.; 0 ANKROM MOISAN ARCHITECTS,INC. a E3 E3 1 E3 c==� 52�A � Fl z � FEC FEC N FEC. ' - e�.'4� s "!+ � # t� ' _} � � � _# -'j-� V i/ # �p { � „I JI '- ,�i ;.,..�,.'{ i I #i ROOM R OCC -SF. RM } ' T� �' 'I 65 4 1 4` J I l '�— s r: rt t � ] # RooMs� aMocc —� — .�*r` ILI 1 Sf RM OCC ` ' 1 1 B - 1OL, ,-. ( } I t t t ` - 109 26 ... ! _ 17$4 45,x--�. .._ ` 1 100 B } a - t LT 1 • ' D `"' � .. a, `'� -i-O �� .-% 'S _}. '}y' t — — — i_ t % ' i ooM SF RM oc 2584 6t -- _ I # 21 CAS � ,: ; �; : 100 3 1 15 B y NJ 5 1 15 B ♦ a HT1'" ♦ s?�' - � :,j � € .i �� i'7"� y i )t r,'=�� i� �i 4; #'�` '�t r"?`- 'i �� %;��.,, i {: i i - i t� i• � � A � F+" 1 f {�' J �� }# ''�'.J }1 { �� -� �:.'.`C� 7 e �� 3..� is f k �-�.1 � —_!,j ;�� ji JUL Named EGRESS PLAN - BUILDING C SECOND FLOOR T-1 1t8"=1'-0" - z J m m N LIFE SAFETY SUMMARYLu W 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.)THE z <C Z LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B,F, 0 ANDS, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS Q V' EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED J � � IN ACCORDANCE WITH SECTION 903.3.1.1 O COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 82'-0" - 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, Q MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE U TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) COMPLIANCEWAXIMUM TRAVEL DISTANCE- 154'-0" n REVISION DATE REASON FOR ISSUE 3, EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO °- EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE ui PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,(SEE TABLE 1015.1) S COMPLIANCE:EXIT DOORS REQUIRED- 2 u COMPLIANCE:EXIT DOORS PROVIDED- 3 d 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) EGRESS PLAN coot WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC c SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL SECOND FLOO R C„ NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL } DIMENSION DIMENSION OF THE AREA SERVED. O COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 84'-0" � COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 161'-2" O Ln PERMIT/BID m ,� U _jj P7 DATE PROJECT MANAGER 02.28.14 SO 4 PROJECT NUMBER SHEET NUMBER a 126250 0 lvl 1[/161 F tA4fi W2 .0 00 o� fv� SCALE11 I-Off T- 1# • 2 1/8 tl INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK OF 'J m Mn sari r NONNI NONNI amm"I"llo - - r , 6720 SW MACADAM AVENUE,SUITE 100 r--- PORTLAND,OR 97219 ! 1 T 503-245-7100 Aj ! ! 11 RR 1 i 117 SOUTH MAIN STREET,SUITE 400 1 i iii i i i $J 1 SEATTLE,WA 98104 - ! 1 T 206-576-1600 0 ANKROM MOISAN ARCHITECTS,INC. I� I� B � , 1= ' 1JL1J-- ' 1 B H fly,, ul Ll � ` — _ _ — —� r O o u 1 9 K� ii R R _ c�-cam c� 41mmomm s s s s �.. .... _ • 'sommus womm NONNI nown nown s s s s s s s s s 4%� smoo 1 ! I R 11 1 !! 1 R>l ! !! R�j ! s! ' 1 RQr 4 ii 1 R[Al ! #! R it RQi R 15 'nom NONNNO► `� sort war womm NOs sir momm momms =mwm s s s s s s s s s011' DEMOLITION PLAN - BUILDING C - FIRST FLOOR DEMOLITION PLAN KEYNOTES DEMOLITION SCOPE DEMOLITION PLAN SYMBOLS DEMO VCT FLOORING IN THIS ROOM OR AREA.REMOVE BASE,PATCH WALLS AS O DOORS RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED.REUSABLE EXISTING WALL T N REQUIRED,NEW BASE. 1. PARTITIONS, , MATERIALS TO BE RETURNED TO BUILDING STOCK. CCS N DEMO POWER/DATA FLOOR MONUMENT,INFILL FLOOR TO MEET CODE. _ ! _ 1 I'% 2. REMOVE ALL POWER,SIGNAL,SWITCHING&OTHER WALL MOUNTED DEVICES FROM WALL TO BE DEMOLISHED — — — — — WALL OR ITEM TO BE REMOVEDO W � a% BACK TO SOURCE.DEMO SINK AND FAUCET. T T O4 DEMO CARPET,PREP FLOOR FOR NEW HARD SURFACE FLOORING,SEE FINISH SCHEDULE. 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW FLOOR FINISHES AS �� GLASS RELITE W INDICATED ON FINISH PLAN. 01 T w o ONOT USED 4. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. (D KEYNOTE �." V) d TDEMO LOWER CABINETS.UPPERS TO REMAIN. 5. EXISTING ABOVE CEILING HOT WATER HEATERS TO REMAIN, REPLUMB TO NEW SINK LOCATIONS. ?= DUPLEX OUTLET TO BE REMOVED ,,, Q TRELOCATE EXISTING DOOR,FRAME,RELITE&HARDWARE PER DOOR SCHEDULE,TO NEW 6 REMOVE EXISTING CABINET PULLS FROM MILLWORK CABINETRY SCHEDULED TO REMA{NAND REPLACE WITH -Al PHONE/DATA OUTLET TO BE REMOVED LOCATION SHOWN ON FLOOR PLAN.INFILL WALL WITH WALL TYPE TO MATCH EXISTING. NEW PULLS-SEE FLOOR PLAN FOR NEW PULL SPECIFICATION. U ~ SALVAGE WALL MOUNTED,BATTERY OPERATED PAPER TOWEL DISPENSER AND WALL �[ ,= FLOOR MONUMENT TO BE REMOVED OMOUNTED SOAP DISPENSER FOR RELOCATION.SALVAGE WATER FILTRATION SYSTEM AND 7. WHERE PARTITIONS ARE DEMOLISHED IN AREAS WHERE EXISTING CARPETING IS SCHEDULED TO REMAIN-PATCH, RECONNECT. REPAIR AND EXTEND CARPETING USING FULL TILES TO LINE OF NEW WORK. WALL SWITCH TO BE REMOVED. PHONE ROOM:DEMO WALL MOUNTED CABINET,DEMO PHONES AND OUTLET,REMOVE Q FRP WAINSCOT AND REPAIR WALLS AS REQUIRED. REVISION DATE REASON FOR ISSUE a 8. ALL CEILINGS,CEILING TILES,LIGHT FIXTURES TO REMAIN.RELOCATE OR PROVIDE NEW TO REFLECT DESIGN CL10 REMOVE COAT RACKISHELF/DOOR/WALL-PATCH,REPAIR WALLS AND CEILING. INTENT ON REFLECTED CEILING PLANS T-4.1 AND T-41. ABBREVIATIONS W 9. SALVAGE ALL DOORS AND HARDWARE WHERE DEMOLISHED FOR REUSE.DOOR FRAMES TO BE NEW TO MATCH 11 R REMOVED NOT USED TENANT STANDARDS AT ALL NEW OPENINGS.INCLUDE TOTAL NUMBER OF REUSED DOORS AND HARDWARE SETS S IN BID PROPOSAL 12 NOT USED p 10. REMOVE AND DEMOLISH ABOVE CEILING COLD WATER CHILLER THAT SERVICES PANTRY SINK WATER DISPENSER �l 13 NOT USED DAND EMOLISHED S NK CK TOIO SOURCE.CHILLER LOCATED ABOVE CEILING NEXT TO WATER HEATERS AT ALL So 14 0 CUT IN OPEN FOR RELOCATED DOOR&RELITE. DEMOLITION ' PLAN 15 REMOVE EXISTING WALL MOUNTED TV,BRACKET AND OUTLETS BACK TO SOURCE.PATCH FIRST FLOOR WALLAS REQUIRED.RELOCATE NAS INDICATED ON REFLECTED CEILING PLAN. <n In O J �m PERMIT/BID N OC Z U DATE PROJECT MANAGER a Z 02.28.14 SO W Q PROJECT NUMBER SHEET NUMBER o 126250 Wa T 2 . 1 - SCALE � _ 1/V 11'1 1-011 INCLUSIVE CSF ADDENDUM #001 & BID RFI #001 D 1 /1 - .rte■ .... ! � � �� ~'+' '�' - AREA OF WORK AREA OF WORK /' AREA OF WORK cll 1449 ~, Q QU a R R I i tl 0 �R �.�. I �.R I F u u ul OPEN TO BELOW � Ai R&�R � R R R II II k!R fit (AR Ankmm Mai 14 R R R ,,,� ter` r -� --8�--__-- �� ^� 6720 SW MACADAM AVENUE,SUITE 100 ------------------- ----------------- -------___- ------��T�'--- I r-------------------------- (� --'- T0503U245-701007219 _ =====1�--= --- ---t I --- R�i-�----R--��-�I I 117 SOUTH MAIN STREET,SUITE 400 x I ( I I 7 1 IIi I ( C# -_---- -_a a SEATTLE.WA 981 04R 6 4 J T 206-576-1600 Rot�ti R R g m ANKROM MOISAN ARCHITECTS.INC.; I � IL- EA -----______- o 4 4 �y------ u DEMOLITION PLAN - BUILDING C - SECOND FLOOR T-21/8"=l'-O" V J cr1 m N uj Lu O� ¢ z CA LU cn p CL Q U N l7 h Lu REVISION DATE REASON FOR ISSUE 4 CL W - - - - V co �I 0 DEMOLITION 4 Ln PLAN SECOND FLOOR O J r� a< PERMIT/BID J DATE PROJECT MANAGER 0 02.28.14 SO w 4PROJECT NUMBER SHEET NUMBER F- L1 a 26250 w SCALE T-2 . 2 1/811'1 1_011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 "/Ln AREA OF WORK AREA OF WORK G AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK a a o OF 0 Ankmm Moi 5-5 4'-0^ '-2 mum&"** �� CLR 1 _-_---- ALIGN FEC 11 N I 10 A I FEC 6720 SW MACADAM AVENUE,SUITE 100 OFEC PORTLAND,OR 97219 I CONF IEC f1"3 N tEl 01.155 =mooT•5.3 N A I ICOFFEE GFCI 117 SOUTH MAIN SEATTLE,WA 98104REET,SUITE 400 25 N I MEMOI GUNGE +42 E4 N I - 14 6 G 4zIN N COPY/PRINT T 206-576-1600 _ 07.14 10 GFCI D D I 0 ANKROM MOISAN ARCHITECTS,INC. tOB FE3 8 �—ice +42 5 E3 mmmmoo u U. ❑ 4'-0" A ALIGN �'"► t 5'-5" CLR 1 FEC ✓ CONF Lr 16--1 C1.300 ov� I smom ==MEW* I 2 INTE RS ETF"\ ,T-5.3 ALIGN � I T-5.3 i 24 m FEC I A l l w W W LOBBY FN 24 I I C1.1 — T I I 7 I +44 +44 +44 N _ NJ C1.360 I 19 I 24 I I +4 I I I B MAIL ROOM N _ 0 3 I 3 10 N OPEN OFFICE I T-5.3 CH ROOM +60 N( 01.360 I "' LUN01.55 I C 01.350 N D N I+3 B T-5.3 I I _ + A4 24 I W-50 +44 +4 +44 +44N , J N� ") 0 o :RFa o ommoo FLOOR PLAN BUILDING C - FIRST FLOOR FLOOR PLAN NE FLOOR PLAN KEYNOTES FLOOR PLAN KEYNOTES FLOOR PLAN SYMBOLS GENERAL RAL N OTES z 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. O NEW 48"X 48"CLEAR GLASS,TEMPERED WINDOW.BUILDING STANDARD FRAME.SILL @ 36"AFF. 21 VERIFY EXISTING POWER/DATA IS SUFFICIENT FOR(2)LARGE PRINTERS. REPLACE UPPER CABINET EXISTING WALL Q PROVIDE BUILDING STANDARD BLIND. HARDWARE PULLS WITH STANDARD METAL WIRE PULLS,BRUSHED CHROME FINISH. J 2. PROVIDE BUILDING MANAGEMENT WITH AS-BUILT DOCUMENTATION/DRAWINGS AT COMPLETION OF WALL MOUNTED TV LOCATION.PROVIDE POWER/DATA/COAXIAL AS NEEDED.VERIFY OUTLET 22 FILL IN WALL TO MATCH ADJACENT WALL TYPE. 2 HEIGHT.PROVIDE BACKING IN WALL.INSTALL TENANT PROVIDED MOUNTING BRACKET.TVs 1 CONSTRUCTION. PROVIDED AND INSTALLED BY FACILITIES. NEW NON-INSULATED PARTITION WALL TO CEILING GRID M 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH,LEVEL 4 FINISH PER AWCt STANDARDS. 3 NEW WOOD BENCHES.PROVIDED BY TENANT,FURNITURE VENDOR TO SECURE TO THE FLOOR TO 23 NOT USED A T•5.1 APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR TO FINAL FINISH COAT TO PREVENT MOVING. SUPPORT COUNTER WITH SURFACE MOUNTED BRACKETS AT EXISTING WALL PAINT BRACKETS ANDj„j LU a MINIMIZE SURFACE TEXTURE VARIATIONS U.N.O. 4{ NOT USED 24 SCREWS TO MATCH WALL NEW INSULATED PARTITION WALL TO CEILING GRID. 2 Q Z SOUND BATT INSULATION ABOVE GRID 48"ON BOTH 4. ALL POWER/SIGNAL OUTLETS SHOWN ARE EXISTING TO REMAIN.NEW POWER/SIGNAL OUTLETS INDICATED 2S ALTERNATE:PROVIDE FLAT WIRE WITH POWER&DATA AT FLOOR IN CENTER OF ROOM.SPEC:TEB SIDES OF WALL 0 CONNECTIVITY,1479050-1 UNDERCARPET CONFERENCE ROOM KIT. LLI WITH"N". O NOT USED 26 WOOD SLAT WALL:MOUNT TO EXISTING WALL,SEE ELEVATION. to IY 5. SALVAGE EXISTING SIGNAGE AND BULLETIN BOARDS FOR RELOCATION,TENANT TO DETERMINE NEW O NEW INSULATED PARTITION WALL TO STRUCTURE.SOUND 3 Q > 0 LOCATIONS. O NOT USED BATT INSULATION ABOVE GRID,48 ON BOTH SIDES OF 27 NOT USED C WALL �- 6. NEW BUILDING STANDARD BLINDS IN ALL NEW RECITES. EXISTING P-LAM CASEWORK:INSTALL NEW DOORS&DRAWER FRONTS,PL-1.RELAMINATE FACE a' Q O FRAME WITH PVC BLACK.ADD P-LAM PANELS TO COVER PIPING UNDER SINK PER ADA CODE.SEE 28 NOT USED GLASS RELITE < V DETAIL 11/T-5.1 FOR CLEARANCES. OFFICE 7. PROVIDE Z-DUCT ABOVE CEILING PLENUM RETURNS AT ROOMS ENCLOSED BY WALL TYPE C,WALLS TO ROOM NAME STRUCTURE. Q NOT USED 29 WALL COVERING WC-1:MAGNETIC,WHITEBOARD FINISH. 100 ROOM NUMBER 8. OUTLETS WITHIN 3'-0"OF A WATER SOURCE TO BE GFCI. NOT USED 30 NOT USED KEYNOTE ui I^ 10 WOOD SLAT WALL,ROOM DIVIDER.SEE DETAIL 9,SHEET T-5.1. 3i NOT USED REVISION DATE REASON FOR ISSUE INTERIOR ELEVATION REFERENCE a > 11 NEW FIRE EXTINGUISHER CABINET,SEMI-RECESSED,BUILDING STANDARD. 32 NOT USED DETAIL OR SECTION REFERENCE W 12 DEDUCT COST:DELETE CHAIR RAIL CR-1 AT WALLS WHERE SCHEDULED ON FINISH PLAN. 33 VTC CAMERA,COORDINATE WITH AV VENDOR. WALL TYPE 13 NEW REFRIGERATOR,GC TO PURCHASE&INSTALL SEE APPLIANCE SCHEDULE. 34 NOT USED �� 14 PROVIDE Ya"WATER LINE WITH SHUT OFF FOR TENANT PROVIDED COFFEE MAKER,E4. 35 DOUBLE GANG AV JUNCTION BOX WITH PATHWAY TO CEILING PLENUM AND FLOOR BOX LOCATED 100 DOOR TAG FLOOR PLAN UNDER CONFERENCE TABLE. Lm DUPLEX RECEPTACLE 15 NOT USED 36 NOT USED FIRST FLOOR 4-PLEX RECEPTACLE i 6 MOTHER'S ROOM:NEW P-LAM COUNTER&4"BACK SPLASH WITH SIDE PANEL EXISTING UNDER 37 NOT USED d VOICE!DATA OUTLET COUNTER REFRIGERATOR TO BE LOCATED BELOW. 17 NOT USED FLUSH FLOOR MONUMENT-POWER/DATA FLOOR MONUMENT FOR FLAT WIRE-POWER/DATA r� o18 NOT USED ——_= U.L.LISTED FLAT WIRE PERMIT/BID 146 U. Q JUNCTION BOX U EXISTING P-LAM CASEWORK:PROVIDE NEW P-LAM COUNTER TOP&BACKSPLASH,PL-2. REPLACE c. cc 19 HARDWARE PULLS WITH HAFELE,117.97.461,STEEL, FINISH:MATT CHROME,ON UPPER&LOWER © COAXIAL FOR TV Z�`[j CABINETS. f:. ABBREVIATIONS DATE PROJECT MANAGER 0 20 NDTUSED N NEW 02.28.14 SO Lu RL RELOCATED PROJECT NUMBER SHEET NUMBER °- +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 126250 O DED DEDICATED SCALE T_3 • 0- GFCI GROUND FAULT CIRCUIT INTERRUPTER '� =1 1/8 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 D ARC AREA OF WORK AREA OF WORK r AREA OF WORK AREA OF WORK - 1, 1949 LIGN ' , OF f ' v OPEN TO BELOW 12 29 N x N IN EQ I Q r----t----T----r—----a 01 down �� W-10' g'-0" 3'-6 C LARGE CONF j COPY/PRINT 8�-2" ALIGN l6720 SW MACADAM AVENUE,SUITE 100 10 CLR q ALIGN � t2.4 C2.160 MOTHER'S 4'-0" 10 gt-�" T3-6" FEC FEC o Z 02.180 N 11 CLR CCR PORTLAND,OR 97219 1 4 LOBBY FEC 12 G 42 ES T 503-245-7100 N ' 117 SOUTH MAIN STREET,SUITE 400 T53 13 GFCI ( 1 C FI C2.5 '� C PY/PRIN T-5.3 14 42 2 ' I 19 ( I O N i5 ' I 02.9 COFFEE LOUNGE 6 GFCI _ SEATTLE,WA 9$104 COFFEE LOUNGE GF I 4 T-5.3 +42 4 T 206-576-1600 02.1 6 +42 I 33 16 144 02.10 14 GFCI E2 ' C2.160 LI +O 35 ALIGN ' 21 +42 GFCI ( �-'' N N N N C °�° ' 13 N E1 ANKROM MOtSAN ARCHITECTS,INC. ' +42 t LJ A 8 e , E3 E� u �3 a�.�■cam " 3-6 FEC .... i FEC 1 " �� 9-0 FEC 10 A ALIGN ' ALIGN N T s.3 10 CLR 8=10" 9'-0" 3'-6" 17'-9" 11 B 26 l 8'-2" A ALIGN CLR , 02.5 FEC r..� � � � � .�..�. � � ..� � � ��► Q p L-111 1\1 u ao11 11 0 11 110 0 0 3 FLOOR PLAN — BUILDING C — SECOND FLOOR u T-3 1/16"=1'-0" - VARIES DOOR AND FRAME NOTES �`�'� Z r - a 1. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE. FULL LITE W/ J WOOD TRIM 2. DOOR FRAME-MATCH TENANT STANDARD,BLACK TIMELY �� TO' DOOR MATCH M DOOR SCHEDULE 0° N 3. DOORS-MATCH TENANT STANDARD,CLEAR FINISHED MAPLE-PLAIN SLICED PREMIUM GRADE. W DOOR FRAME W Q 4. HARDWARE-MATCH TENANT STANDARD,SARGENT, 10 LINE,LJ LEVER STYLE,SATIN CHROME I SIZE a Z r O PLATED 26D/626 FINISH. O OON uj 5. 20 MIN RATED DUTCH DOOR A DOOR TYPE DOOR C OOK POCKET DOOR ui Q 0 -MAXIMUM 1/$"CLEARANCE BETWEEN TOP&BOTTOM LEAF. ¢ ¢ ¢ Z O -LEAVES TO BE SELF LATCHING-LEAF TO LEAF AND LEAF TO FRAME. _ _ ,e ui w = wLn = p -WOOD SHELF BETWEEN LEAF OR OVERLAPPING ASTRAGAL AT BOTTOM RAIL OF TOP LEAF. DUTCH DOOR � � 2 F °- 4 z ¢ z Q � � r"` � 4,-0" � LL = LL NOTES 4 6. STOREFRONT-PROVIDE BUILDING STANDARD MANUFACTURER,KAWNEER.MATCH EXISTING C1.360 4'-0" 7'-0" 1-1/2" D WOOD CLR TIMELY BLACK 6 20 MIN DEFER TO DOORFRAME NOTE#6 Q PROFILES AND FINISH. - C2.160 3'-0" 7'-0" 1-1/2" A WOOD CLR TIMELY BLACK 1 U H C2.1$0 3'-0" T-0" 1-1/2" A WOOD CLR TIMELY BLACK 4 SHELF �Q� h C2.5 - - - - - - - - - PELOCATED DOOR,FRAME,RELITE&HARDWARE. c� !� "' HARDWARE GROUPS GROUP 6-INTERIOR LOCKING-DUTCH DOOR-RATED 2 PAIR BUTTS-41/2" REVISION DATE REASON FOR ISSUE -o o-- _ LEVER LOCKSET-"ENTRANCE"TYPE a GROUP i -INTERIOR PASSAGE SELF-CATCH LATCHING DEVICES EACH LEAF Lu> 1 1/2 PAIR BUTTS-41/2" FLOOR STOP LEVER SET-"PASSAGE"TYPE FLOOR STOP GASKETTING W - SILENCER GROUP 7-STOREFRONT LOCKING-PAIRTYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR LL 21/2 PAIR BUTTS-41/2"EACH DOOR - -� p GROUP 2-INTERIOR LOCKING-OFFICE © E STOREFRONT G Q 1 1/2 PAIR BUTTS-41/2" EXIT DEVICE ON INTERIOR SIDE,U-SHAPED PULLS ON EXTERIOR SIDE FLOOR PLAN �i LEVER LOCKSET-"ENTRANCE"TYPE CLOSERS o FLOOR STOP SILENCERS - � SILENCER C14 SECOND FLOORc*AGROUP$-INTERIOR LOCKING-CARD READER EQUIPMENT / APPLIANCE SCHEDULE GROUP 3-INTERIOR LOCKING-STO 1 PAIR BUTTS-4 1/2" DOOR.SCHEDULE >- 1 ELECTRIC TRANSFER HINGE p 11/2 PAIR BUTTS-41/2" LEVER TYPE OF PURCHASED INSTALLED LEVER LOCKSET-"STOREROOM"TYPE TAG ESCRIPTION MANF. 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TYPICAL AT EACH SIDE.CONTINUOUS METAL)-MOLD EDGE, OF V \\ ATTACHMENT DEVICES.COORD. \\ TYPICAL AT EACH SIDE. LATERAL WALL BRACE \\\ WITH AHJ FOR SPECIFIC REQMENTS. \\ UNDERSIDE OF STRUCTURE ABOVE CEILING, SAFING INSULATION \\ UNDERSIDE OF STRUCTURE LATERAL WALL BRACING 4 FEET O.C., STOP STUDS(3%4")SHORT OF TRACK ALTERNATE \ ALTERNATE DIRECTIONS DIRECTIONS TO \\ TO ALLOW FOR DEFLECTION STRUCTURE PER ASCE EXISTING ALUMINUM WINDOW LATERAL WALL BRACING,4 FEET O.C., SSOUND BATT:THERMAFIBER SAFB SUSPENDED CEILING SYSTEM 7-10 SECTION 13.5.8.1 SYSTEM ALTERNATE DIRECTIONS PER LL INSULATION,TO 4'-0"OF EACH SIDE OF LATERAL BRACING DETAIL 4 WALL. '""---- STEEL STUDS @ 24"O.C.W/ GYP. BD. T-5.1 " EA. SIDE. SUSPENDED CEILING SYSTEM 2 2 INCH CLOSURE ANGLE NEOPRENE FOAM TAPE CONT. BETWEEN BLOCKING ��A� -a— FIN.SILL BELOW- SUSPENDED CEILING SYSTEM BLOCKS d N" NOTE: ALL SILLS TO BE INSTALLED SOUND BATT:THERMAFIBER SAFB 4',t? BEFORE INTERIOR WALLS. DO NOT NEOPRENE FOAM TAPE CONT. CASING BEAD Lu INSULATION ui ui CUT SILLS FOR MULLION CLOSURES • CASING BEAD FASTEN RUNNER TO CLG SUPPORT AT 2 (1) LAYER OF TYPE,'X'GYPSUM BOARD ,�I( ORWALL INTERSECTIONS. Ankmm FEET O.C.THRU NEOPRENE BLOCKS = ON EACH SIDE OF STUD 4t'o� FASTEN RUNNER TO WALL TOP TRACK AT '�"--SOUND BATT:THERMAFIBER SAFB VVi METAL STUDS,SEE MTL.STUD FULL HT.STEEL STUD @ FACE OF 6720 SW MACADAM AVENUE,SUITE 100 2 FEET O.C.THRU NEOPRENE FOAM TAPE INSULATION Lu SCHEDULE FOR GAGE,SPACING,AND EXISTING SILL STUD. PORTLAND,OR 97219 GYPSUM BOARD HEIGHT 6 'A° T 503-245-7100 GYPSUM BOARD 4 METAL STUDS,SEE MTL.STUD SCHEDULE METAL STUDS,SEE SCHEDULE FOR T-5.1 GAUGE,SPACING,AND HEIGHT 050"ANODIZED ALUMINUM TO 117 SOUTH MAIN STREET,SUITE 400 FOR GAGE,SPACING,AND HEIGHT ECURE TO HANDLE APPLIED LOADS MATCH WINDOW FRAME,FULL HT. SEATTLE,WA 98104 6 0,1450 POWER ACTIVATED DRIVE T 206-576-1600 T-5.1 PIN W/1 1/4 INCH EMBEDMENT AT 4 TO WINDOW. FEET O/C MAX INTO DECK. PARTITIONS 0 ANKROM MOISAN ARCHITECTS,INC. - ECURE TO HANDLE APPLIED LOADS LATERAL WALL BRACING:IN LIEU OF NEOPRENE GASKET WITH BRACING ABOVE CEILING PROVIDE ACOUSTICAL SEALANT EA.SIDE. ACOUSTIC SEALANT AT SLAB ADJACENT WALL FRAMING FOR LATERAL SUPPORT OF WALL. WALL TYPE A WALL TYPE B STC 45-49 WALL TYPE C rl`� PARTITION WALL TO GRID 2 PARTITION WALL TO GRID 3 PARTITION TO STRUCTURE 4 WALL LATERAL BRACING 5 WALL AT WINDOW MULLION 1 1/2" V-0" TL-WALL TYP A NON INSULATED TO GRID 1 1/2"—1'-0" TI WALL TYP B INSULATED TO GRID 1 1/2"_•1'-0" N.T.S. TI_WALL LATERAL BRACING. 3"„=1'-0" TI-WALL AT WINDOW MULLION 1 1 METAL STUD TABLE-MAX WALL HEIGHT U240 4" TYP. DOOR OFFSET AT 3"x3"x1/8"SQUARE STEEL STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT TWO FIXTURE HANGING WIRE AT ( PERPENDICULAR WALL TUBE,AT 48"O.C. COMPOSITE SECTION NON-COMPOSITE SECTION OPPOSITE CORNERS SECURED TO i 41 SHEET VINYL OR DIRECT GLUE STRUCTURE 3"x6"x1/8"METAL PLATE VCT FLOOR CARPET 35/8- 25 362S125-18 16" 14'-4" 12'-6" � TWO(2)MAIN � ( SHOP WELDED TO BOTTOM 24" 13'-5" 10'-10" OF TUBE. SECUE TO FLOOR 20 362S125-33 16« 16'-5" 15'-6" - RUNNER LIGHT / 24" 14'-9" 13'-6" CLIPS AT OPPOSITE ' 6« 25 600 5125-18 16" 19'-9" - CORNERS STUDW. . BOLT OR 24" 16'-9" / 20 60O S 125-33 16" 24'-6" 23'-11" 24" 21'-7" 20'-10" COMPRESSION POST AT / 1/2"THICK WOOD 12 FEET O.C.EACH WAY. I _ "BATTONS",VG FIR AT 2-,3- VALUES ",3"VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) ° AND 4"WIDTHS.SANDED TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN I I SWITCH _ FINISHED ON ALL SIDES AND INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240. j GANG ENDS.CLEAR FINISHSECURED TO H.S.S.AT RANDOM 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM (�} o SPACING.(SEE ELEVATION) BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C.MAX. I I 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE.PROVIDE ° . o NOTE: SHEET Vt YL/VCT TILE BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION HANGER WIRE AT 45 �` RAW STEEL PARTS TO BE CLEANED AND FINISHED VALUES. FOUR WAYS `� z o WITH FLOOD BRAND �R�IV = ET CEILING WIRE ATTACHEMENT I I u r 1 0 "PENETROL.MAT SAFETY WIRE ATTACHED TO MAIN RUNNER v, ,., \ t CONCRE E FLOOR CONSTRUCTION TYPE FASTENER CEILING GRID FIXTURE HOUSING, POLYURETHANE TOP COAT WRAPPED AROUND FIXTURE "'� � � OZ � TRANSIT N STRIP WOOD 1/4"X 3"SCREW EYE Y I•- o HANGING WIRE MIN. FOUR STEEL DECK PRE-DROP WIRES,CMI DC1 OR DC 2 1/4" TIMES.SECURE AT DIAGONAL O U !7 METAL DECK SCREW EYES. CORNERS NOT CONTAINING CROSS RUNNER ' I \ 0 = v MAIN RUNNER LIGHT CLIPS. \ - v o 14-1"STAINLESS STEEL _ , A ; . POST TENSION PRE-DROP WIRES,EMBEDS, 1/4"X 3/4"METAL TYPICAL BRACING CONNECTION \ ° MACHINE SCREW,TYP. HEX . 4' . . ' .. '�- ° CONCRETE HIT ANCHORS DRIVE, BUTTON HEAD. `� • �. , ;• ' 4 ;;. - = Af' ' • 4 POURED IN PLACE PRE-DROP WIRES EMBEDS 1/4"X 3/4"METAL NOTE: - . r n - CONCRETE HIT ANCHORS REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES ( q PRE-DRILL AND TAP STEEL . :.' . *' ' . a 4' •~ ' �✓ ;. ° WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. FIN. FLOOR TUBE. a.. .a• • : . d NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER — jl� STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. RECESS MOUNTED UNDERCUT DOOR AS REQUIRED TO OUTLETS LT CLEAR FLOOR FINISH .i 6 SCHEDULES 7 LIGHT FIXTURE SUPPORT 8 STD. MOUTING HEIGHT 9 DETAIL AT DIVIDER SCREENrio-%*\ SV / VCT TO CARPET T/�«� m N.T.S. TI FRAMING SCHEDULE N.T.S. TI_RECESS MOUNTED LT FIX SUPPORT 3/4" 1'-O" TI STD MTG HEIGHT 3" 1'-0" WOOD SCREEN (�" 1'-0« 6-FLR-CPT-VCT ■ ■ ■ N r4 � W FACE OF WALL{PROVIDE CONT z FACE OF WALL{PROVIDE CONT z < z FACE OF WALL(PROVIDE CONT. 2'-0" BACKING TOP& BOTTOM) 17"MAX TO CONTROLL lo BACKING d TOP&BOTTOM) BACKSPLASH RETURNS PER 2,-0= BACKING TOP& BOTTOM} 0 Ft BACKSPLASH RETURNS PER FELEVATIONS BACKSPLASH-314"MDF W! } — ECURE D HANDLE APPLIED LOADS � W - ELEVATIONS A.D.A.FAUCET P-LAM(�FACE&ALL EXPOSED FACE OF WALL - 1 -0 \\11 SEE SCHEDULES FOR APPROVED J �,p OC EDGES CABINET BODY-3/4"WJ P-LAM(� \\\ ATTACHMENT DEVICES.COORD. ,� } Q " 1'-6" FACE &EDGES MELAMINE @ ALL \ WITH AHJ FOR SPECIFIC REQMENTS. u BACKSPLASH-3/4 MDF WJ \\ � � O CABINET BODY-3/4"MDF W/ BACKSPLASH RETURNS OTHER NONEXPOSED SURFACES \ UNDERSIDE OF STRUCTURE P-LAM(�FACE &ALL EXPOSED P-LAM @ COUNTERTOP,END PER ELEVATIONS \\ CT :$ < EDGES PANELS,FACE,EDGES " ° \\ ,�' BACKSPLASH-3/4 ° ~ LATERAL WALL BRACING,4 FEET O.C., C"V a CABINET BODY-3/4"MDF W/ DRAWER SLIDES PER MELAMINE @ ALL OTHER NON ;a MDF W/PL LAM AT o ° CONT LEDGER ATTACHED TO IN ALL DIRECTIONS PER WALL LATERAL U r-- F— P-LAM®COUNTERTOP, END SPECS EXPOSED SURFACES FACE &ALL EXPOSED 10 1 2" FACE OF WALL BRACING DETAIL. 4 M PNLS, FACE EDGES &AT ALL ————————— EDGES ° ° BIDDER ENGINEERED. OTHER EXPOSED SURFACES T-5.1 4"W RAIL @ TOP& BOTTOM OF + SIM. CABINET WORK COUNTER- Z DOORS-3/4"MDF W/P-LAM 0 Lu —4"W RAIL Cel TOP& BOTTOM OF O CABINET v 1 1/2"W SUPPORT 3/4"MDF W/PL LAM ° e FACE, EDGES AND BACK SUSPENDED CEILING SYSTEM REVISION DATE REASON FOR ISSUE ° e DRAWER-314"MDF FRONT, 1/2" AT COUNTERTOP, 'C ° RAILS ON 4 SIDES NEOPRENE FOAM TAPE CONT. CL 8'MIN --6 1/2" DEEP A.D.A.SINK o o SIDES & BACK, 1/4" BOTTOM W/ END PNLS, FACE W ° e 1/4"MELAMINE BACK P-LAM 0 FACE & EDGES, EDGES e e WRAP SUPPLY & DRAIN PIPES ° 1/4"MEL. BACK e w ° e �j MELAMINE @ DRAWER INTa. W/INSULATION W ° WIRE PULLS TYP ° + SUPPORT BRACKET-3" N ADJ SHELVES-3/4"MDF W/ WOOD SLATS ON ONE SIDE,SEE FLOOR °C cy ° X 3"X 1/4"STL ANGLE cG ° ° MELAMINE ALL SIDES PROVIDE 4 PLAN FOR SIDE. ALLOWABLE EQUIP.AREA Q e o DOORS-3/4 MDF W/P-LAM 0 c +. > p Z U 4 " _ ° ° MOUNTING HOLES @ 1"OC IN {TAPER CUT BOTTOM L SUPPORT CLIPS PER SHELF& N IF FACE,EDGES AND BACK � to � CEG &GRIND V Z DOORS-3/4"MDF W/P-LAM @ ° �, N ��, SMOOTH,COPE OUT e e END PANELS co r FACE,EDGES&BACK-176° o Q U TOP LEG AS e ° Q o � � OPENING HINGES WITH ADJ SHELVES-314"MDF W/ + NECESSARY(�WALL} ° ° 3"x3"'x118"SQUARE STEEL TUBE DETAILS 4"W RAIL @ TOP&BOTTOM OF ATTACHED TOE KICK ° BASE PER FIN SCHEDULEY MELAMINE ALL SIDES PROVIDE 4 WELDED TO 3"X 24"X v ° . ° CABINET `° ° ° MTL SUPPORT CLIPS PER SHELF 114" PLATE,BOLTED TO T' ° &MOUNTING HOLES @ 1"OC + i 6 GA MTL STUDS W/ Q 6'MAX ° MELAMINE BOTTOM SHELF !N END PANELS — — MELAMINE BOTTOM SHELF V (6)3/8" DIA BOLTS Z NOTE:4" WIRE PULLS,TYP STAGGER SPACED AT ECURE PLATE TO HANDLE APPLIED EQ INT. SPACE UNDER-CABINET LIGHT WHERE LOADS 3" _ (2)CONT 4"W BASE RAILS W/ =' `� °' STRETCHERS(�24"OC BRACKETS AT 2'-0"OC NOTED IT PERMIT/BID N WIRE PULLS TYP 3" FINISH FLOOR-SHIM CAB AS 0 17 MIN �, -- NECESSARY TO LEVEL W� ,, A. D.A. SINK CABINET ,z LOWER CAB W/DOOR & DR. ri3COUNTER TOP W/ SUPPORT ,4 UPPER CABINET W/ DOORSr15 WOOD SCREEN TO GRID DATE p PROJECT MANAGER -1 Z 1 1/2"—1'-0" ADA Sink 1 1/2"—V-0" TI_LOWER CAB W DOOR AND DR 1 1/2" 1'-0" P-COUNTER-NO-DR 1 1/2" 1'-0" TI UPPER CABINET W DOORS 1 1/2"—V-0" 02 28 14 SO O Lu a PROJECT NUMBER SHEET NUMBER p'n. 126250 Ll W SCALE Qs i�C7u=1 �'0n 5ol 4.:. INCLUSIVE OF ADDENDUM #001 & BID RFI #001 - FACE OF WALL(PROVIDE FACE OF WALL(PROVIDE CONT BACKING TOP& 2�1' CONT BACKING TOP& " 1940 BACKSPLASH RETURNS PER BOTTOM) BOTTOM) ELEVATIONS4 " "MDF W/ BACKSPLASH RETURNS PLASTIC LAMINATE TOP �7 Q 4 BACKSPLASH -3/4 PER ELEVATIONS o PLAM CALL EXPOSED EDGES V-10 1/2" WITH SELF EDGE OF BACKSPLASH-3/4"MDF " - PLASTIC LAMINATE v 1 �• W/PLAM @ FACE & ~ PARTITION EDGE • " ALL EXPOSED EDGES .. PLASTIC LAMINATE TOP CABINET BODY-3/4"MDF W/PL CABINET BODY-3/4"MDF \OPEN OF DOOR&ALL EDGES o e -1COUNTERTOP,FACE&EDGES. W/PLAM 0 COUNTERTOP '`�. , MAGNETIC LATCHES. e MELAMINE 0 ALL OTHER ZD1 �" END PNLS,FACE& EDGES � CLEAR INSIDE 1-9 1/2' o NONEXPOSED SURFACES —————— —————-- ° MELAMINE 0 ALL OTHER NONEXPOSED SURFACES — — — — — _ — — ——f 0 0 4"W RAIL(B-t TOP& - z PULLS PER SPECS 4"W RAIL @ TOP& i I ECYCLE '� I CONCEALED HINGES. -------- ULLS PER SPECS ° BOTTOM OF CABINET :v K — _ —-————— BOTTOM OF CABINET a a PLAS71 LAMINATE FACE �— Moisa DOORS-3/4"MDF W/ w DRAWER-3/4"MDF W/ I ( II I " I PL-1 @ FACE,EDGES w DRAWER SLIDES PLAM @ FACE&EDGES, AND FINISHED ENDS " e e AND BACK " PER SPECS MELAMINE 0 ALL OTHER --9 0 `° K———--—-—---- NONEXPOSED SURFACES M o e m 6720 SW MACADAM AVENUE,SUITE 100 w .1/2" SIDES& BACK, 1/4" I ( I 4 " R I I PORTLAND,OR 97219 ADJ SHELVES-3/4 MDF v, BOTTOM I I I 1/4 M INE BACK. I T 503-245-7100 W/MELAMINE ALL SIDES. V-80 I PROVIDE 4 MTL SUPPORT 11,uli I I I I I I a a CLIPS PER SHELF& "; I I [ I I ° MOUNTING HOLES 0 2"OC � 1/4"MELAMINE BACK I I � I 117 SOUTH MAIN STREET,SUITE 400 t SEATTLE,WA 98104 BASE PER FIN SCHED 4 I I \ I " T 206-576-1600 IN END PANELS 1 3/4 M LAM NE BOTTOM SHELF. ) I BASE PER FIN SCHED If I I I ®ANKROM MOISAN ARCHITECTS,INC. 1/4"MDF W/MELAMINE BACK ct ----------- I I I I ATTACHED TOE KICK -•., 3" i I " (2)CONT 4"W BASE RAILS " (2)CONT 4"W BASE RAILS I I I I tr I I = W/STRETCHERS @ 24"OC `� W/STRETCHERS 0 24"OC 2'-0" I, I, 2'-0" I, 3• FINISH FLOOR-SHIM CAB 3• FINISH FLOOR-SHIM CAB n 7r AS NECESSARY TO LEVEL, AS NECESSARY TO LEVEL ELEVATION SECTION LOWER CABINET W/DOORS r2 LOWER CABINET W/DRAWERS 3 RECYCLE CABINET WITH FRONT OPENING DROP 1 1/2" - 1'-0" P-LOWER-D 1 1/2" - V-0" P-LOWER-4DR-666-12 1 1/2"-1'-0" P-RECYCLE-FRONT DROP-36H-W-TOEKICK-24 U^ J_ M � N WLijh• z z O F-•- LU J Q 0 F—CL Q � � cWr, REVISION DATE REASON FOR ISSUE 4 W W J a uI 0 DETAILS 4 _ N �D N - ' Q Q N co O .q.ai o� PERMIT/BID �L6 a° �U DATE PROJECT MANAGER � <z 02.28.14 - SO > O w Q PROJECT NUMBER SHEET NUMBER o 126250 SCALE T-5 * 2 o-s 1/8•'=1 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 1949 OF _ 14 o T-5.1 KOROSEAL - - - - ......- - . ............. - ----BRACE TO LAJ 5'-0' BULLETIN _.._..:.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.. .._____.._....._..___.....:.._.._.....___.._.._.._....._.._........_..___._..__..._.._.......-----------,_.._.._.._.._.._.._.. 2 E UAL STRUCTURE ABOVE, BOARD ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2}GROMMETS AD USTABLE SEE DETAIL 15/1-5.1 J R POWERI TK R` TYP. _________ _ __ _ _ _ _ _-_ _-_-_-_-_-_---_-_-_-_- _-...............-- -- --------------- SHELVES, - -=- - _ - SIGNAL BELOW PL-1 UPPERS `a : : PL-2 COUNTER - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOCATE ON SITE "' TOP- 13 -- ----------- - - --- - ----------------- ------------=-------------- ---- ---- --------- ---- - -_- -_-_-_-_ T-5.i Q COORDINATE _.. .. .. .. .. .. .. .. .. .. .. .. .. .. . . _.,.. .._.. .. .. .. .. 6720 SW MACADAM AVENUE,SUITE 140 t - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - Sim - - - - ----------- 5 `r SUPPORT .. - _.. .. . . :. .. .. .. .. .. .. .. t _ ... .. .. .. -_.._.._.._.._.._.._.. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. 219 El .. it 12 R 13 - - - - - - - - - - . - - - - - - - - - -- - - - - - - - - - - - - - - - ---WOOD SLAT PL-2 COUNTER PORTIANDOR9 PL-2 COUNTER BRACKETS WI _t __.. ._.. .._._.. . .. _ _ .. .. .. .. .. .. .. - . - -- T 503-245-71007 E ;•• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOM DIVIDER TOP AND E2 © T-5.1 � . ' T-5.1 SIM. � �. _ •- FILES _ .. .. .. .. . .. .._.._.. .. .. .. .. .. .. _ . . _ .. .. _ .. _ _ _ .. .. .. . .. .. .. . _.. __.. ._. .. .._.._.. ._. . .._-. .. .. .. ..__ -5 i TOP . C�==E BACK SPLASH E4 _-_-_-_- _ - -_ _ --- ------------ -- ----------------------- --------- ---------------- - ---- ------------ SEE DETAIL 91T . 117 SOUTH MAIN STREET,SUITE 400 - - - - - - - SURFACE - - - - - SURFACE - - - - - - - - - - - - - - S - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - jSEATTLE.WA 9$104 r s MOUNTED _.._.._._ _ ._.._..- - ........ ---------- ................... ..- - - - - - - ------ MOUNTED T 206-576-1600 ADJUSTABLE i i i BRACKET .. .. . .. .. . .. .. .. .. . . .. -.. . .- _ .. ._.. . .. .. i BRACKET _ SHELVES,TYP. I I I _ i o i i _._._._._._._._.._.._.._.._.._.._.._.._.._.._.._._.._.._..___.._.._.._.._.._.._.._.._.._. ._.._..___-._.._.._.._.._.._.._._.._.. . ._._._._._._.._._. E VENDING i a o _ - - - - - - _ _ _ - - - - ( } �? u 0 ANKROM MOISAN ARCHITECTS,INC. Q - - . - ., - - - u __ _______ _ _ _ _____ _ __----- __ _ ___ _-_-_-_-_-_-_-_-_ _-_ _ _-_-_- -_-_-_- -_-_-_ _ _ - - - -_ _ M � — _ — INF - u u ....•_.•.. ... . .._. . .._.._.. .. .. ......... .. .. .. .. .. .. .. .. .. ....... ..._.._....-_ ..-..�.. .. -:.. ..�... .. MACHINES SCHEDULED + — _1 n, FILE CABINETS _.. .. .. .. .. .._.. M W - - - - - PL-1 L ERS O N y - - - - - ----- - --- ----- -- ------------------------ -------..............................- - - - - - - -- -- ------ BASE • � �� NIC. Ll SCHEDULED � SCHEDULED BASE BASE 3'-0" 2'-10" 3'-0" 1=10" 10'-4" L �, 5'-1■ (, 15'-8" 6'-8" 7'-8R CLR./VERIFY 1 ' ELEVATION LOUNGE C1 . 13 i ELEVATION LOBBY C1 . 1 3 ELEVATION LUNCH C1 .55 s ELEVATION INTERNET C1 .5 3/8w-1'-0" 3/8"-1 1-0" 3/8"-i'-0" 3/8"-1 r-0" - - - - - - -- - - - i 1 I 13 PL-2 COUNTER 13 TOP AODUNTER T-5.2 T-5.1 (I7 MAIL ND f TOP AND 7-5.1 BACK SPLASH f ( SORTER BACK SPLASH Sim i3 I--- - - -- - -1 ( I- -- -- -- - - --1. PL-2 COUNTER PL-2 COUNTER SIM TOP AND , �LETTER ( t � (E)POSTAGE ! I tEa PRINTER I TOP AND � � �-••PL-1 24" DEEP PL-1 END PANEL, 12 VERTICAL DIVIDERS, FINISHED ALL T-5.i I BACK SPLASH SIDES SIM O— BACK SPLASH FINISHED ALL SIDES _ SURFACE 4SURFACE If MOUNTED = — — — — — — - ADJUSTABLE _ MOUNTED i 4 u u BRACKET R SHELVES TYP. u _cs' BRACKET ADJUSTABLE M OPEN — — — O EN OPEN OPEN — — t SHELVES,TYP. II II - PL-1 LOWERS OPEN SCHEDULED — —— — — v PL-1 LOWERS V° SCHEDULED SCHEDULED BASE SCHEDULED V "s BASE BASE BASE z A 10-9 112 2-60 B 2-6* 41-8* 6-0 (� 4F-8* 2 6 C 2 6 4-6n 6-3 112 D 1 .6 b-2 1/8 1 .6 O 1 ■ I • M ■ I ■ 1 ■ '( r ■ r- ■ r- w� r ■ I ■ I ■ 1 R 1 R �� 3 EQUAL CLR 'L CLR • J ELEVATION MAILROOM C1 .360 m 3/8"-1�-0" m N • N W z ¢ Z 0 F— � -..1 Lu tit} � Q ?j 0 t!} Q t<t � <_ ` V r � 14 14 � _._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._._.._.._____.._..___........._.._._................_.._ _.._._._.._.._.._.._.._..___._.._.._.._.._.._.._.._.._........ W 5,-0R 5,-0R T-5.1 ...............................__.___ ______ _ _____..___-_._. ._..:._._._.._._ ....... _ .......... _-_ _ _ _ .___. ATTACH STEEL TUBE - Q 2 EQUAL 2 EQUAL TO WALL REVISION DATE REASON FOR ISSUE ADJUSTABLE ---ADJUSTABLE _.. .. .. .. n. - - } SHELVES,TYP. _ — — — — SHELVES,TYP. - - - ......._ ___ ___-___.._.._..................._ :.._.._.._..___ _..____..._..__ .._.._..:.._.._.....................__...____.._.._..__:__.._.._.._.._.._.._..___., PL-1 UPPERS Z. PL-1 UPPERS _._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._........_.._.._....._.._.._.._.._.._....._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._- C14 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — .........s..a�.. ❑•..._.: .......... . .. .._�'x..scc..::_...a...... ...' �-..• .............. ........ .. J - .._.._.._.._.._.._._._.._.._.._.._.._.._._.._.._.._..".._.._.._..".._.._.._.._..___.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..___.._.._. LL -- - - - - - - - - - - - ............................................. - - - - - - - - - ------------ E1 12 11 E1 0^, - ................ - - - WOOD SLAT 13 PL-2 COUNTER PL-2 COUNTER •• 11 12 _ °° PL-2 COUNTER FEC _ . TOP AND E2 E T-5.1 p o o T-5.1 E E2 TOP AND - T-5.1 TOP AND - . - - - - . - . - ROOM DIVIDER aol E4 E4 SEE DETAIL 9/T-5.1 BACK P o BACK SPLASH 0 BACK SPLASH ----- -- -- - -- -- -- - - - - - ------------------------ �-O C SLASH ELEVATIONS o - - - - - - - - - - - - - - - - - - - - .. _ _-_ _ : _ _ _-: - ------------ ---------------------------- -------------- --- -- -- - - ---- -- -- -------------------------- Ln - .....................-- ---- � ADJUSTABLE ww- r� r-� ADJUSTABLE - -_._._._._._ _._._..-.--._.---.-.-.._.---.............._._._............................._.._.._.._.._..___.._ _.._.._........_.._.._.._.._..-.---._--._.._--._._.._.._ _._ (E) UC FRIDGE } SHELVES,TYP. I ( � I o c I I I SHELVES,TYP. = NIC. ---- o - - - - ? _ TZ ------------ PL-1 LOWERS E E N — ' - —— �� PL-1 LOWERS _ M - - - - - - - _ --------- ------------ - -------------------- '_-_-_ --_ "-_ - - -_-- -_ _- _ -_- -_ -_-_-_-=-_-_---_-_---------- --------------------- V) ------ - - _._.._.. .. .. .. .._.._.. .. .. .. .. - - -. .. . .. .. ---- .- ---- - - - - t_J L.J ._..v..z._.._..�..c..-"_.._.._..�..•�.. -.:�.r..--.._.-..-.._..__....................._-.._._..._,.._..��..vrn.a�c..a..c..ns..crcrs.._.-_ _.--.__.. .. .. .. .. ..:.. .. .___.._..� _ ma"' i-----SCHEDULEDSCHEDULED SCHEDULED _.._.._.- .._.._.._._.. . .. _.._._..___.._.___.._ _ --_..___.._.___.._.._.._..:..__.__..___.._..;.._._.._.._.._.._.._.. -..___... - - --= .._._.._.._.._____..- -- ._. BASE D - BASE BASE ' ■ t • t R - i • t R I • t ■ t w - PERMIT/BID m 3-0 2-10 3'-091 -10 1 -10 3-0 2-10 3-0 17-b 2=7" oov w CLR.1 VERIFY CLR.I VERIFY zv 11 ELEVATION LOUNGE C2 . 1 1i ELEVATION LOUNGE C2 . 10. rl3ELEVATION LOBBY C2 .5 15 ELEV MOTHER'S C2 . 180 1. J i; 3/8"-i'-0" 3/8"-1'-0" 3/8"-1'-0" 3/8"-1'-0" DATE PROJECT MANAGER <0 02.28.14 SO w 4 PROJECT NUMBER SHEET NUMBER u� 0 126250 SCALE T-5 * 3 °g 1/8��_1 1_011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 �$D Ajpno � AREA OF WORK AREA OF WORK AREA OF WORK p O O O A OF fJ _._.....___.... (E) I 6720 SW MACADAM AVENUE,SUITE 100 CONF PORTLAND,OR 97219 01.1 SS ® T 503-245.7100 SV Vp COFFEE COPY/PRINT 117 SOUTH MAIN STREET,SUITE 400 LOUNGE C1.i4 SEATTLE,WA 98104 WC-2 01.13 T 206-576-1600 SV ®ANKROM MOISAN ARCHITECTS,INC. =L I L .4 tj FE-11 E3 ' (E) �. momoo CONF _ =MOW* 01.300 �11�1 Yl INTERNET tT P72 .� - j --- (E) SV ————— — SV {E LOBBY ' _ ' C1.1 F_ VCT L] (El I OPEN OFFICE MAILROOM 01.350 � 01.360 ( . ' ( LUNCH ROOM r- � CESS ' I I VCT (Ell 0 0o 0 FINISH PLAN - BUILDING C - FIRST FLOOR T-6 118"=1�-o" - u ROOM FINISH SCHEDULE Z - FINISH SCHEDULE FINISH SCHEDULE FINISH PLAN KEYNOTES NO. NAME WALLS FLOOR BASE CLG NOTES C-1 NIC. FOR REFERENCE ONLY PL-1 PLASTIC LAMINATE-CABINET FACE 1 PROTECT EXISTING CARPET.CAREFULLY REMOVE AND RELOCATE CARPET TILE AS NEEDED N N S E W MAT L MAIN CARPET -OFFICE MFR: FORMICA O FOR DEMOLITION AND NEW WALL CONSTRUCTION IN THIS ROOM. r4 MFR:INTERFACE COLOR:8828-58 EARTHEN TWILL C1.5 NTERNET P-1 P-2 P-1 P-1 C-1 (E) B-1 ACT STYLE:1380102500"CUBIC" FINISH:MATTE Q ALTERNATE:NEW FLOORING SV AND NEW BASE B-1. W L COLOR:4287"SHAPE" 01.13 OFFEE LOUNGE P-1 WC-2 P-1 P-i SV B-1 ACT "Q Z PL-2 PLASTIC LAMINATE-COUNTERTOP&BACKSPLASH Z 01.14 OPYIPRINT - P-1 - - C-1 (E) B-i ACTPAINT ACCENT WALL ONLY. � � � C-2 NIC. FOR REFERENCE ONLY MFR:FORMICA 3 C1.55 UNCH ROOM P-1 P-1 P-1 P-1 SV B-1 ACT CARPET TILE-LOBBY COLOR:8824-58 WHITE DROPS Lu C1.350 PEN OFFICE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT MFR:LEES FINISH: MATTE C1.360 AIL ROOM P-1 P-1 P-1 P-1 VCT B-1 ACT STYLE:GLAZE MODULAR GT056 Q ":a 0 C2.1 OFFEE LOUNGE P-1 P-1 P-1 P-1 SV B-1 ACT COLOR:GLEN ECHO 338 M WALK-OFF MAT TILE C2.4 OPY/PRINT P-1 P-1 P-1 P-1 SV B-1 ACT INSTALL:MONOLITHIC MFR:BOLYU FINISH PLAN NOTES/SCOPE h Q C2.9 OPY/PRINT P-1 _ _ _ C-1 (E) B-1 ACC' STYLE:ACCESS WALK-OFF TILE C-3 NIC. FOR REFERENCE ONLY COLOR:AX901 ADMIT 02.10 OFFEE LOUNGE P-1 WC-2 P-1 P-1 SV B-1 ACT CARPET BROADLOOM-LOBBY STAIR SIZE:24"X 24" 1. PAINT APPLICATION WITHIN SCOPE OF WORK AREA: Q tV MFR:ATLAS INSTALL:QUARTER TURN U ~ 02.160 RGE CONFERENCE ROOM WC-1 CR-1/P-3 P-1 P-1 C-1 (E) B-1 ACT HAIR RAIL ON SOUTH WALL EXISTING WALLS TO REMAIN-SPOT PRIME AND ONE COAT FINISH. 02.180 OTHER'S ROOM P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT STYLE:STRADA COLOR:STONE HEARTH DZ08 NEW WALLS-ONE COAT PRIME AND TWO COATS FINISH. SV VINYL WOOD PLANK MFR: KARNDEAN 2. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. CR-1 CHAIR RAIL MOULDING PATTERN:ARRADO WP325 APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO a MFR:JOHNSONITE SIZE:6"X 36" ARCHITECT. REVISION DATE REASON FOR ISSUE STYLE:RAMPART PROFILE COLOR:34 ALMOND SDT STATIC DISSIPATIVE TILE,WITH INTERNAL GROUNDING STRIP 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH.PREMIUM SYSTEM > SIZE:4"W X WTHICK _ MFR:ARMSTRONG INSTALLATION U.O.N. - -_ COLOR:51956 FOSSIL GRAY SB-1 RUBBER BASE.4"COVE AT ALL SURFACES SIZE: 12"X 12"X V 4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. MFR:FLEXCO INSTALL:QUARTER TURN COLOR:071 BLACK/BROWN 5. TRANSITION STRIP:FLEXCO,071 BLACK/BROWN TK-1 TACKABLE SURFACE ► P-1 PAINT-MAIN MFR:KOROSEAL,TAC-WALL 9 MFR:SHERWIN WILLIAMS COLOR:86 ACORN - 6. AT AREAS OF NEW WALLS WITH EXISTING CARPET.REMOVE CARPET,BUILD WALL AND INSTALL FINISH PLAN n COLOR:SW6119"ANTIQUE WHITE",LOW VOC TRIM:J-CAP,1116"ALUMINUM TRIM CARPET USING FULL TILES TO NEW WALLFIRST. FLOOR N SHEEN:EGGSHELL,FLAT AT CEILINGS 7. ALL PAINTS TO BE NO-VOC. VCT VINYL COMPOSITION TILE FINISH SCHEDULE p P-2 PAINT-ACCENT MFR:ARMSTRONG MFR:SHERWIN WILLIAMS COLOR:51810 WASHED LINEN cSHEEN:EGGSHELL INSTALL:QUARTER TURN FINISH PLAN SYMBOLS T P-3 PAINT-ACCENT WC-1 WALL COVERING-MAGNETIC,WHITEBOARD PERMIT/BID CPIALONE"REQ" SPECIAL WALL FINISH MFR:DOROSEAL,WLLS MAG-RITE 11 n DSTYLE: M248 z< P-4 PAINT-ACCENT SIZE:48"DTH wU CAPITAL ONE"BLUE" COLOR:WHITE �F..- TRIM:J-CAP, ALUMINUM TRIM DATE PROJECT MANAGER 4 LL, INSTALL BOTTOM AT 32"AFF 02.28.14 SO =_j - PROJECT NUMBER SHEET NUMBER `";5 WC-2 WALL COVERING-VINYL Q� MFR:KNLL STYLE:PONINSULAILES WC1761 - �26250 0 COLOR:WC1761/4 RAINFOREST SCALE T-6 * 1 -011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 = - .- -- - - -- - -. AREA OF WORK AREA OF WORK AREA OF WORK a = P RE 1949 0i I of a . I • OPEN TO BELOW ' CR-1/P-3 WC-1 LARGE CONF Ankmm Mom C2.160 1 (E) (E) ftm� .r... �► (E) P-2 1 6720 SW MACADAM AVENUE.SUITE 100 f 1 PORTLAND,OR 97219 I SV � SV ` I � T 503-245-7100 F=� MOTHER'S LOBBY SV 117 SOUTH MAIN STREET,SUITE 400 � COPY/PRINT � ' C2.184 C2.5 COFFEE LOUNGE I SEATTLE,WA 98104 COFFEE LOUNGE C2.4 I CO C2.9 INT WC-2 C2.10 T 206-576-1600 C2.1 SV S/ SV e ©ANKROM MOISAN ARCHITECTS,INC. IE3 I E3 E3 (E) (E) �r� �. �. .� �� +�.. �.� (E) 1 � � UT- u I I { 1 II I 1 1 1 Nl�l ONow O O O FINISH PLAN - BUILDING C - SECOND FLOOR -` z Q J m V LL - Lu Q Z = 0 0 W J ko . F- << l7 U Lu � r= REVISION DATE REASON FOR ISSUE rL , >_ g • J co FINISH PLAN 0 N SECOND FLOOR N 0 4 N N� , Q J PERMIT/BID ,� Z uiQ DATE PROJECT MANAGER 0 02.28.14 So w Q PROJECT NUMBER SHEET NUMBER 0 126250 SCALE T-62 1/8a INCLUSIVE OF ADDENDUM #001 & BID RFI #001