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Plans BUP2014 00047 TH 01 RECR4 MAR - 3 2014 PO . �CITY�� OIiSiONF RGARD A 199 ® `�� OF QJ PROJECT LOCATION BUILDING/CODE INFORMATION DRAWING INDEX 2010 OREGON STRUCTURAL SPECIALTY CODE a T-0.0 COVER SHEET AL ir#ternetlona , CONSTRUCTION TYPE: V-B,SPRINKLED T-0.1 SPECIFICATIONS BUILDING HEIGHT 2 LEVELS T-0.2 SPECIFICATIONS ' BUILDING OCCUPANCY: B Lesser T-1.1 EGRESS SHEET-FIRST FLOOR �, AREAS OF WORK TENANT IMPROVEMENT SQUARE FOOTAGE: 5,505 SF- FIRST FLOOR, 2,040 SF-SECOND FLOOR T-1.2 EGRESS SHEET-SECOND FLOOR 6720 SW MACADAM AVENUE,SUITE 100 *,a flf4ffle$I f,1 OCCUPANT LOAD FOR TENANT IMPROVEMENT: 491 -FIRST FLOOR,456-SECOND FLOOR (SEE EGRESS PLANS) PORTLAND,OR 97219 T-2.1 DEMOLITION PLAN- FIRST FLOOR T 503-245-7100 ,,,,f,ct Lr, T-2.2 DEMOLITION PLAN -SECOND FLOOR 117 SOUTH MAIN STREET,SUITE 400 tt SEATTLE,WA 98104 z T-3.1 FLOOR PLAN -FIRST FLOOR T 206-576-1600 i* Meadow sPt6IV� ©ANKROM MOISAN ARCHITECTS,INC. " �ige T-3,2 FLOOR PLAN -SECOND FLOOR, DOOR SCHEDULE,APPLIANCE SCHEDULE Kftrae w" T-4.1 REFLECTED CEILING PLAN- FIRST FLOOR SA T-4.2 REFLECTED CEILING PLAN-SECOND FLOOR GENERAL NOTES - CODE INFORMATION T-5.1 DETAILS • ) q•.Syk6ft l�i60;Df: Wesis v; GesN�}E Fttx n :*_ ( gtltr DIi�SE�117j: a" " OeeePrur � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY T-5.2 DETAILS CODE 2010 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. l sufil 9W of T-53 ELEVATIONS 1 't'r� �t� Svc rge i#sx Y 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE& FIRE ALARM SYSTEM PER �£' f° FMO. T-6.1 FINISH PLAN-FIRST FLOOR, FINISH SCHEDULE SW P4max'st a p Th>aha�tht�# 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND T-6.2 FINISH PLAN -SECOND FLOOR Glit #r#strxl ' ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. *� � 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 E FE 17 r]E D S j �B M ITTALS VICINITYMAP WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. Cf_CRr� y SCALE: N.T.S. 5. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, PROVIDE ARCHITECT WITH DESIGN BUILD DRAWINGS FOR REVIEW. AND THE INTERNATIONAL FIRE CODE. ELECTRICAL 6. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY CODE 2010 EDITION,SECTIONS 1006 AND 1011 MECHANICAL CITY(1F TIGARD 7. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS REVIEWED FOR CODE COMPLIANCE PLUMBING ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE Approved: PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL FLS/SPRINKLER OTC: [ SPECIALTY CODE 2010 EDITION. By: Date: l Approved pians shall be on job site. OFFICE COPY z J_ � m m N P ROJ ECT TEAM w � z � ® BUILDING ADDRESS BUILDING A O I— (D 12123 SW 69TH AVE J O TIGARD, OREGON 97223 OWNER/LANDLORD TIGARD CORPORATE CENTER 0 LIMITED PARTNERSHIP 15400 SW MILLIKAN WAY N Q AREA OF WORK AREAS OF WORK PHONE(°3')°462202 v FAX: (503) 626-8903 ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS 6720 SW MACADAM,SUITE 100 PORTLAND, OR 97219 CONTACT: ELIZA ALLEN Lu PHONE:(503)245-7100 REVISION DATE REASON FOR ISSUE _ FAX:(503)245-7710 CL �' w / PROJECT MANAGER MARK G. ANDERSON CONSULTANTS INC. 5525 LAKEVIEW DRIVE, SUITE 200 /,�` / ' < CONTACT: ED FISCHER f, //, �, �,, �,, KIRKLAND, WA 98033 PHONE: (425) 739-1351 rcc p ��/j' r/` '"�,;,' '/.j ' \�� ^,': ;,;�, � f;r/�" •t ';' — ,-� '�-_,�_''�____._ I` .sr.i` /s' i /',3/. �1..�ra'-.F.-cds' '4,,;r•,.F` f j�r,6. ./%r'r// /,i., /�e,,<<f / �'�% J -'�' ' � f , ,; // % ;f E.r, : " TENANT CAPITAL ONE ff / i E co c COVER SHEET O r"r rec —.. .. -- rcc CONTRACTOR TBD N _ ' ` I rcc Ln 77 Q} /�✓ ,%fd. /`. ,� y// / ✓ fry,! j � '. <° ''s" /i,p'�.r '/'!'l` !'/ / /'�+ % / f moi' ! / r /✓t / , . ,� ,,� ;� / r✓`, r;jr�./�tt ��'',/°�j{ / 'f�.��,,��,'/-�!'� /.+ter``////t'.'`/ ". Ln PERMIT/BID ZV CITY OF TIGARD DATE PROJECT MANAGER Approved by Planning 02.28.14 50 J —1 W 2Z N° Date: .� PROJECT NUMBER SHEET NUMBER CAPITAL ONE BUILDING A RENOVATION W~ KEY MAP — BUILDING A - FIRST FLOOR KEY MAP - BUILDING A - SECOND FLOOR Initials: 126250 SCALE: N.T.S. SCALE: N.T.S. SCALE T-090 s N/A INCLUSIVE OF ADDENDUM #001 & BID RFI #001 C. APITAL ONE - BUILDING - A RENOVATION aa , 5. DISCREPANCIES 4.CONFLICT. 4.SHOP DRAWINGS t�r' 1940 DEMOLITIONNOTES NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)OF NOTIFY ARCHITECT OF ANY CONFLICTS IN LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, E RA L R E I R E M E N TS REPRODUCTIONS OF CONTRACT DRAWINGS SHALL NOT BE PERMITTED AS SHOP DRAWINGS. NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT,NOTIFY THE DUCTS,STRUCTURES, HVAC,AND/OR CONDUIT,PRIOR TO ROUGHING IN FOR LIGHTS. 010000 GEN . U OF i.SUMMARY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR PRODUCT DATA/CUT SHEETS: WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES LABOR FOR DEMOLITION, REMOVAL PARTITION INSTALLATION. 5. FIELD VERIFICATION OF WORK ALTERATION PROJECT PROCEDURES 1. DDOOR FIXTURES/FITTINGS HARDWARE VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,MECHANICAL DUCTS, - OF DEBRIS,PATCH AS REQUIRED,CONTROL DUST,AND NECESSARY PERMITS. 2. OOR 6.EXPOSED EDGES STRUCTURAL ELEMENTS AND ANDY AND ALL OTHER APPLICABLE ITEMS:INSTALL NEW 3. DOORS/REUTE FRAMES ALL EXPOSED GYP EDGES TO HAVE METAL EDGE TRIM. PLUMBING,MECHANICAL FANS,DUCTS,CONDUITS AND OTHER RELATED ITEMS SO AS TO NOT 1.HOURS 4. DOOR FRAMES 2.TYPES OF SELECTIVE DEMOLITION WORK CONFLICT WITH THE LUMINARIES AND ANY OTHER FIELD CONDITIONS. WORK HOURS ARE FROM 9PM TO 4 AM MONDAY THROUGH SATURDAY. 5. MILLWORK/CABINETRY DEMOLITION WILL REQUIRE THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL;SEE 7.ALIGNMENT 6. PAINT FLOOR PLANS. ALL WORK SHALL BE ERECTED AND INSTALLED,PLUMB,LEVEL SQUARE AND TRUE,AND IN 6.UL RATED ASSEMBLIES 2.ACCESS 7. LIGHT FIXTURES PROPER ALIGNMENT. "ALIGN"MEANS TO ACCURATELY LOCATED FINISHED FACES IN THE SAME FURNISH AND INSTALL UNDERWRITER LABORATORIES INC.LABELED DEVICES THROUGHOUT. CONTRACTOR TO MAINTAIN SAFE EGRESS TO/FROM ELEVATOR LOBBIES AND STAIR TOWERS AT 3.SCHEDULE ALL TIMES DURING CONSTRUCTION PERIOD.CONTRACTOR TO PROVIDE WORK PLAN AND PIANS. THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SAMPLES: SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS,THE OWNER'S REPRESENTATIVE 7.LIGHTING FIXTURES DIAGRAM SHOWN"MEANS AND METHODS"TO MAINTAIN SAFE EGRESS FROM BUILDING. 1 CARPET AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF,CAPPING 8. MILLWORK FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE PROVIDED NEW AT THE 2.VCT/VINYL FLOORING/SDT REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN COMPLETION OF THE PROJECT IN AREAS OF WORK. 3.DUST 3. BASE AND CONTINUITY OF UTILITY SERVICES ARE REQUIRED WITH DETAILS FOR DUST AND NOISE DRYWALUMILLWORK CONDITIONS. CONTRACTOR TO PROVIDE DRYWALL DUST PARTITION ENCLOSURE AROUND WORK AREAS WITH 4. PAINTS AWIt CONTROL. 8.LIFE SAFETY DEVICES LOCKABLE ENTRY DOOR CLEARLY MARKED"CONSTRUCTION AREA-DO NOT ENTER".PROVIDE 9.CEILING HEIGHT PARTITIONS LIFE SAFETY DEVICES TO BE INSTALLED AS BIDDER DESIGNED ITEMS AS REQUIRED BY CODE. RETURN AIR FILTERS ON BASE BUILDING RETURNS,COORDINATE WITH BUILDING FACILITIES 5.PLASTIC LAMINATE /A nkrom 'Moisan 4.CONDITION OF STRUCTURES. REFER TO RCP FORM SOFFITS AND CEILING HEIGHTS. DEPARMENT.BAG AND PROTECT FIRE ALARMS DURING WORK AND UN-BAG AT END OF EACH THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SHOP DRAWINGS: j1 1 OWNER AND TENANT ASSUME NO RESPONSIBILITY OF ACTUAL CONDITION OF ITEMS OR MILLWORK NOTES SHIFT FOR FULLY OPERATIONAL FA SYSTEM,COORDINATE WITH BUILDING FACILITIES DEPARTMENT.MINIMIZE DUST MIGRATION FROM CONSTRUCTION ACTIVITIES INTO OCCUPIED 1.CARPET PATTERN LAYOUTS STRUCTURES TO BE DEMOLISHED. 10. ELECTRICAL WORK 2.STANDARD MILLWORKlCABINETRY 6720 SW MACADAM AVENUE,SUITE 100 IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING THE CONSTRUCTION REFER TO ELECTRICAL DRAWINGS. AREAS AND VISUALLY INSPECT AFTER EACH SHIFT.IF DUST HAS ACCUMULATED ON WORK 3.HARDWARE PORTLAND,OR 97219 THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING,THEN WAIT FOR DIRECTION FROM 1.AWI STANDARD SURFACES,CLEAN PRIOR TO THE START OF BUSINESS OPERATIONS. 4.GLAZING T 503-245-7100 THE OWNER. 11.ARCHITECT APPROVAL ALL MILLWORK TO BE AWI STANDARD:CUSTOM GRADE. 5.ALUMINUM DOORS AND FRAMES OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING PIPES,FURRING AND SIMILAR 4.FALSE ALARMS 6.COORDINATED MECHANICAUELECTRICAUPLUMBING/FIRE PROTECTION/LIFE SAFETY SIGNAL 117 SOUTH MAIN STREET,SUITE 400 SYSTEMS AND ITEMS,ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT 2.BLOCKING TAKE STEPS AS NECESSARY TO PROTECT AND MINIMIZE FALSE ALARMS TO BUILDING FIRE SHOP DRAWINGS SEATTLE,WA 98104 5.PROTECTIONS PLANS, ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING,GC TO CHECK JOB PROGRESS SYSTEM. COORDINATE FIRE ALARM PROTECTION EFFORTS WITH BUILDING MANAGER TO T 206-576-1600 CONTRACTOR TO PROVIDE DRYWALL DUST PARTITION ENCLOSURE AROUND WORK AREAS WITH MAINTAIN SYSTEM FUNCTION. LOCKABLE ENTRY DOOR CLEARLY MARKED"CONSTRUCTION AREA-DO NOT ENTER".PROVIDE AND COORDINATE WITH OTHER TRADES INVOLVED. GC IS RESPONSIBLE FOR ALL BLOCKING RETURN AIR FILTERS ON BASE BUILDING RETURNS,COORDINATE WITH BUILDING FACILITIES 12. SLAB WORK REQUIRED;UNDER NOT CIRCUMSTANCES WILL"EXTRA"WORK BE AUTHORIZED FOR EXTRA S.SUBSTITUTIONS 0 ANKROM MOISAN ARCHITECTS,INC. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND BLOCKING. 5.PATCH: 'ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO DEPARMENT.BAG AND PROTECT FIRE ALARMS DURING WORK AND UN-BAG AT END OF EACH SHIFT FOR FULLY OPERATIONAL FA SYSTEM,COORDINATE WITH BUILDING FACILITIES SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. PATCH AT LOCATIONS IN EXISTING AREAS WHERE PARTITIONS ARE TO BE REMOVED, PATCH IMPLEMENTATION. _ FLOORS,WALLS AND CEILINGS WITH NEW FINISH MATERIAL TO MATCH ADJACENT FINISHES DEPARTMENT.MINIMIZE DUST MIGRATION FROM CONSTRUCTION ACTIVITIES INTO OCCUPIED 2A.PROVIDE IN WALL FIRE TREATED PLYWOOD BACKER AT ALL WALL MOUNTED MILLWORK AND WHERE A PRODUCT C TYPE OF CONSTRUCTION OCCURS L EXISTING BUILDING AND IS NOT 13. DOOR CLEARANCES AS 055000 M ETA L FABRICATIONS AREAS AND VISUALLY INSPECT AFTER EACH SHIFT.IF DUST HAS ACCUMULATED ON WORK AV INSTALLATIONS,COORDINATE EXACT SIZE WITH PM. SPECIFIED A5 PART OF NEW WORK,PROVIDE SUCH PRODUCTS IS TYPES IL CONSTRICTION T SURFACES,CLEAN PRIOR TO THE START OF BUSINESS OPERATIONS. TRIM THE BOTTOM OF DOORS TO LEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE,BY Ya" MAXIMUM,LION.VERIFY SLAB CONDITION AND TRIM EACH DOOR TO FIT CONDITIONS WHERE 3.SHOP DRAWINGS NEEDED TO PATCH,EXTEND OR MATCH EXISTING WORK. 6.DAMAGES RADICAL VARIATIONS IN FLOOR ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM THE GC SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. 6.CLOSE-OUT STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 1.SUMMARY PROPERLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO DOCUMENTS,ORGANIZED INTO A 3-RING BINDER,ARE TO INCLUDE:AS-BUILT DRAWINGS, THIS SECTION INCLUDES THE FOLLOWING: ADDITIONAL COST TO OWNER. 4.FIELD VERIFICATION OVERHEAD DOORS,LOW PARTITIONS,BRACING,COUNTERTOPS AND SUPPORTS FOR 14. GLASS WORK WARRANTIES O&M MANUALS FOR NEW EQUIPMENT FINISH SCHEDULES AND SAMPLES HVAC IT SHALL BE THE GC'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH t APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 7.TRAFFIC ALL GLASS SHALL BE CLEAR TEMPERED GLASS,LION. GLAZING TONG MARKS SHALL NOT BE THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE BALANCE REPORT AND ELECTRICAL CIRCUITING DIAGRAMS/UPDATED PANEL SCHEDULES. VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO DELIVERY. WORK WILL BE PERFORMED,INCLUDING SUCH MATTERS AS UNLOADING FACILITIES,LOCATIONS CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL[N A MANNER TO 7. ADDITIONAL DRAWINGS 2.SHOP DRAWINGS: ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS AND OTHER ADJACENT AND SIZES OF ELEVATORS, EQUIPMENT,OR FACILITIES NEEDED PRELIMINARY TO AND DURING ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. INCLUDE PLANS 15.CEILING HEIGHT PARTITIONS THE WORK,AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. OCCUPIED OR USED FACILITIES. CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING;WITH NO JOINTS THE CONTRACTOR. ELEVATIONS,SECTIONS AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. VARYING MORE THAN Y"OVER V-0"AND NO JOINTS GREAT THAN %6"LION. SHOW ANCHORAGE AND ACCESSORY ITEMS. . 8.UTILITY SERVICES 1 S.PROTECTION 8.WARRANTEE MAINTAIN EXISTING UTILITIES TO REMAIN,KEEP IN SERVICE,IDENTIFY AND PROTECT AGAINST THE GC SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR,EQUIPMENT AND MATERIALS 3.PROJECT CONDITIONS: 16. DOOR DIMENSIONS AND TO PROTECT BUILDING OWNER AND TENANTS PROPERTY FROM INJURY OR LOSS ARISING IN PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR,UPON COMPLETION OF DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS FIELD MEASUREMENTS:VERIFY ACTUAL LOCATION OF WALLS AND OTHER CONSTRUCTION - DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB LION. CONNECTION WITH ALL PROJECT WORK. REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. CONTRACT. CONTIGUOUS WITH METAL FABRICATIONS BY FIELD MEASUREMENTS BEFORE FABRICATION AND . VERIFY AND ADVISE INDICATE MEASUREMENTS ON SHOP DRAWINGS. ALL DOORS SHALL HAVE 1'-6"CLEAR ON STRIKE/PULL SIDE OF DOOR REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO 6. GUARANTEE 012300 ALTERNATES DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH THE TELEPHONE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. THE GC SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY 4.COORDINATION:COORDINATE INSTALLATION OF ANCHORAGES FOR METAL FABRICATIONS. COMPANIES SERVICE OWNER TO TENANT DATA/COMMUNICATIONS REP AS REQUIRED TO SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR 17. MILLWORK MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTATION PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR 5.PRODUCTS: ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE 1.SUMMARY DRAINS NOT BEING REUSED. NOT SUPPORTED BY SLABS ABOVE 4'-0"HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO BE THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ALTERNATES METAL SURFACES GENERAL:PROVIDE MATERIALS WITH SMOOTH,FLAT SURFACES,LION. FORM PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK,PROVIDE MATERIALS 9.ENVIRONMENTAL CONTROLS FIRE-RATED. DEFECTS WITH REASONABLE PROMPTNESS. WITHOUT SEAM MARKS,ROLLER MARKS,ROLLED TRADE NAMES OR BLEMISHES. USE TEMPORARY ENCLOSURE AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT 2.DEFINITIONS: 18. PATCH AND REPAIR 7.FINISH ALTERNATE:AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND 6.FASTENERS: GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. AT ALL PERIMETER CONDITIONS WHERE DEMOLITION OCCURS TO BE PATCHED AND REPAIRED. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. GC WORK DEFINED IN THE BIDDING REQUIREMENTS THAT MAY BE ADDED OR DEDUCTED FROM THE EXPANSION ANCHORS:ANCHOR BOLT AND SLEEVE ASSEMBLY WITH CAPABILITY TO SUSTAIN, ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED TO RECEIVE SCHEDULED SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER IN THE WITHOUT FAILURE,A LOAD EQUAL TO SIX TIMES THE LOAD IMPOSED WHEN INSTALLED IN UNIT 10. INSPECTION FINISH. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE GC AT THEIR EXPENSE. AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS,MATERIALS,EQUIPMENT, MASONRYAND FOUR TIMES THE LOAD IMPOSED WHEN INSTALLED IN CONCRETE,AS PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK INSPECT AREAS IN WHICH WORK SYSTEMS OR INSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS. THE COST DETERMINED BY TESTING ACCORDING TO ASTM E 488,CONDUCTED BY A QUALIFIED WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE DOOR/ HARDWARE NOTES 8.COORDINATION OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO THE DEDUCTION FOR THEM INDEPENDENT TESTING AGENCY. SURFACES OR EQUIPMENT THAT COULD BE MISCONSTRUED AS DAMAGED RESULTING FROM MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL,TELEPHONE AND CONTRACT SUM TO INCORPORATE ALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE DEMOLITION WORK, FILE WITH OWNER PRIOR TO STARTING WORK. COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED MADE TO THE CONTRACT SUM. 7.FABRICATION,GENERAL 1.DOOR SCHEDULE TO CONCEAL CABLES. SHOP ASSEMBLY:REASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. 11.PREPARATION REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS ( e 3.COORDINATION: DISASSEMBLE UNITS ONLY AS NEEDED FOR SHIPPING AND HANDLING LIMITATIONS. USE CONTRACTOR SHALL CEASE OPERATIONS AT THEIR DISCRETION AND NOTIFY OWNER AND. FINISH PLAN N NOTES MODIFY OR ADJUST AFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INGRATE WORK CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OFJOINED PIECES. CLEARLY MARK UNITS BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. 2.FIELD MEASURE OF THE ALTERNATE INTO PROJECT. FOR REASSEMBLY AND COORDINATED INSTALLATION.CUT,DRILL AND PUNCH METALS CLEANLY CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. AND ACCURATELY. REMOVE BURRS AND EASE EDGES TO A RADIUS OF APPROX Y32[NCH(1 MM), LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A 1.FINISHES 013100 C O O R D I AT I O LION. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S 3.THRESHOLDS NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH JEOPARDIZE FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN LICENSED STRUCTURAL ENGINEER. THE FLOOR OR LANDING SHALL NOT BE MORE THAN Y2"LOWER THAN THE THRESHOLD OF THE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS SEPARATION OR OTHERWISE IMPAIRING WORK. DOORWAY. BEVEL(1:2 MAX SLOPE)WHERE THE THRESHOLD EXCEEDS Y4"IN HEIGHT. THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 1.SEQUENCING FORM EXPOSED WORK TRUE TO UNE AND LEVEL WITH ACCURATE ANGELS AND SURFACES AND Q = TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING COORDINATE SCHEDULING,SUBMITTALS,AND WORK OF VARIOUS TRADES TO ASSURE AND STRAIGHT EDGES. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. 4.DOOR OPENINGS 2.COLOR SELECTION EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION AND INTERDEPENDENT ELEMENTS. FOLLOWING:USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE WITHIN 4"OF ADJOINING ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT,LION. STRENGTH AND CORROSION RESISTANCE WELDING FLUX IMMEDIATELY. AT EXPOSED 12.COVER AND PROTECT PARTITION,LION. 2.COORDINATION CONNECTIONS,FINISH CONTOUR OF WELDED SURFACES AND SMOOTH AND BLENDED SO NO COVER AND PROTECT FURNITURE,EQUIPMENT AND FIXTURES,AND OTHER ITEMS TO REMAIN 3.FINISH PREPARATION THE GC SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION AND PROJECT RELATED ROUGHNESS SHOWS AFTER FINISHED AND CONTOUR OF WELDED SURFACE MATCHES THAT OF Q FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS 5.GLASS ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURES' ACTIVITIES IN ACCORDANCE WITH BUILDING STANDARD CONSTRUCTION AND PROJECT ADJACENT SURFACE. FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. ALL GLASS IN DOORS SHALL BE TEMPERED GLASS,UON. RECOMMENDATIONS. ALL GYP PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. ALL REQUIREMENTS INCLUDING,BUT NOT LIMITED TO,BUILDING ACCESS,BUILDING OPERATIONS, FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS,FLUSH AND SMOOTH,USING CRACKS,HOLES AND IMPERFECTIONS IN EXISTING WALLS,PARTITIONS OR GYP WALLS SHALL BE HOURS OF OPERATION,NOISE AND DUST CONTROL,PROTECTION OF PUBLIC AREAS,ELEVATOR CONCEALED FASTENERS WHERE POSSIBLE. WHERE EXPOSED FASTENERS ARE REQUIRED,USEfY1 13. CLEAN UP 6.EXIT CORRIDORS FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. ACCESS,AND CONSTRUCTION CONTROL REQUIREMENTS. PHILLIPS FLAT-HEAD SCREWS OR BOLTS,LION. LOCATED JOINTS WHERE LEAST CONSPICUOUS. N AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTING AREAS SHALL BE LEFT IN DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH INTERIOR GYP SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF FABRICATE SEAMS AND OTHER CONNECTIONS THAT WILL BE EXPOSED TO WEATHER IN A m N BROOMED AND CLEAN CONDITION. CARPETED AREAS TO BE BE LEFT IN A VACUUM CLEAN WHEN OPENED IN ANY POSITION. THE FIRST COAT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED DURING SANDING 3.CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF MANNER TO EXCLUDE WATER. r1%. CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL PROCESS. ELECTRICAL AND VOICEIDATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOWW L DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 7.KEYING VOLTAGE DESIGN AND INSTALLATION.G.C.TO PRIVIDE MUD RING AND PULL STRING AT 8.FINISHES,GENERAL: Q Z KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER AND TENANT. STAMP 4.WORK AREA CLEAN-UP ALLTELE/DATA LOCATIONS. COMPLY WITH NAAMM'S"METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL Z = 0 14.EXISTING ELECTRICAL ALL KEYS"DO NOT DUPLICATE." UPON COMPLETION,REMOVE ALL PAINT FROM WHERE IT HAS SPILLED,SPLASHED OR PRODUCTS"FOR RECOMMENDATIONS FOR ALLYING AND DESIGNATING FINISHES.FINISH METAL IN PARTITIONS TO BE REMOVED,REMOVE AND CAP ALL OUTLETS,SWITCHES,WIRES, SPLATTERED ON EXPOSED SURFACES. FABRICATIONS AFTER ASSEMBLY. cn W THERMOSTATS,ETC.TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, 8.SILENCERS 013300 S U B M I TTA E PROCEDURES J kD W WHERE NOTED TO BE REMOVED OR RELOCATED SHALL BE CAPPED OFF TO THE NEAREST FURNISH SILENCERS FOR ALL INTERIOR FRAMES:3 FOR SINGLE DOOR,4 FOR PAIR OF DOORS. 5.TOUCH-UP 9. EXECUTION Q O JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY OMIT WHERE SOUND OR LIGHT SEAL OCCURS. EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING 1.SUMMARY INSTALLATION GENERAL: Q EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO DATA/COMMINICATIONS AND AND MILLWORK INSTALLATION,AND PROCEED WITH"TOUCH UP"AS REQUIRED. EXAMINE ALL THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTING CUTTING,FITTING AND PLACEMENT:PERFORM CUTTING,DRILLING,AND FITTING REQUIRED FOR - Ch ix TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES,SERVICE OWNER OR TENANT 9.FAILSAFE FINISH SURFACES AFTER COMPLETION OF WORK,INCLUDING WOOD FLOORING AND MILLWORK SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND MISC SUBMITTALS. INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, O_ N DATA/COMMUNICATIONTS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM. INSTALLATION,AND PROCEED WITH"TOUCH UP"AS REQUIRED. ALIGNMENT AND ELEVATIONS;WITH EDGES AND SURFACES LEVEL,PLUMB,TRUE AND FREE OF < r- DELAYS. 2.SUBMITTAL PROCEDURES RACK;AND MEASURED FROM ESTABLISHED LINES AND LEVELS. FIST EXPOSED CONNECTIONS N - 10.ELECTRONIC HARDWARE 6.FINISH APPROVAL ACCURATELY TOGETHER FORM HAIRLINEJOINTS. weld CONNECTIONS THAT ARE NOTTO BE LEFT �'', h-- COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF J 15.PATCHING ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE PROVIDE ARCHITECT WITH PAPER DRAWDOWN OF EACH COLOR AND FINISH FOR APPROVAL AT CONSTRUCTION ACTIVITIES. COORDINATE EACH SUBMITTAL WITH FABRICATION,PURCHASING, AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND OR REPAIRING ANY DAMAGE CAUSED ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY TESTING,DELIVERY AND OTHER SUBMITTALS AND RELATED ACTIVITIES THAT REQUIRE DO NOT WELD,CUT OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY,PUBLIC CORRIDORS,RESTROOMS OR TENANT HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. SEQUENTIAL ACTIVITY. GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR SCREWED FIELD CONNECTIONS. SPACES. REFINISH TO MATCH ADJACENT FINISH,OR AS NOTED HEREIN. MECHANISM. w 7.DELIVERY LEAD TIME 3.EXECUTION FIELD WELDING:COMPLY WITH THE FOLLOWING REQUIREMENTS:USE MATERIALS AND REVISION DATE REASON FOR ISSUE = 16.PIPES,VENTS,ETC. 11. DOOR HARDWARE GC SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS WITHIN REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE REMOVE TO SOURCE ALL PIPES,VENDS,APPLIANCES,OR DRAINS NOT BEING RE-USED. DOOR HARDWARE TO BE ADA COMPLIANT.EXIT DOORS ARE APERABLE FROM INSIDE WITHOUT THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED,AND ANY EXCESSIVE NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROPRIATE STAMP BEFORE OF BASE METALS.OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FLUX ui THE USE Of A KEY,SPECIAL KNOWLEDGE OR FORCE. LEAD TIMES MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR IMMEDIATELY. ATE EXPOSED CONNECTIONS,FINISH EXPOSED WILDS AND SURFACES SMOOTH � 20.GRAPHICS SUBMITTING TO ARCHITECT. . ` RESPECIFICATION IF NEEDED. AND BLENDED SO NON ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED REMOVE EXISTING SIGNAGE/GRAPHICS FOR RE-USE WHERE APPLICABLE IF SIGNAGE MEETS ARCHITECT'S REVIEW IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE SURFACE MATCHES THAT OF ADJACENT SURFACE. BUILDINGlTENANTSIANDARDS. J REFLECTED CEILING PLAN NOTES 8.FLOOR SURFACE MODIFICATIONS INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. COMMENTS MADE ON THE SHOP U. MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS,THUS DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS PARTITION PLAN NOTES PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS AND MEET MANUFACTURER'S OF THE CONTRACT DOCUMENTS. REVIEW OF AIA CONTRACT SPECIFIED TIME SHALL NOT WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED AND IN-PLACE CONSTRICTION. - 6 1 a.COORDINATION RECOMENDATION5. INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. PROVIDED THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS,TOGGLE COORDINATE THE WORKING OF ALL TRADES IN THE CEILING WORK TO ENSURE CLEARANCES FOR BOLTS,THROUGH BOLTS,LAG BOLTS,WOOD SCREW,AND OTHER CONNECTORS. SPECIFICATIONS 0 1.DIMENSIONS FIXTURES,DUCTS,PIPING,CEILING SUSPENSION SYSTEM,ETC.NECESSARY TO MAINTAIN THE 9.FINISHES THE GC IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBS[TE; CORROSION PROTECTION:COAT CONCEALED SURFACES OF ALUMINUM THAT WILL COME INTO N DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL FINISHED CEILING HEIGHTS,SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. SEE FINISH PLAN,ELEVATIONS,AND DETAILS,FOR CLARIFICATION OF EXTENT OF FINISH INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, CONTACT WITH GROUT,CONCRETE,MASONRY,WOOD,OR DISSIMILAR METALS WITH A HEAVY N BE SHOWN ON PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAY BY ARCHITECT VERIFY IN FIELD. MATERIALS. METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES OF CONSTRUCTION AND COAT OF BITUMiOUS PAINT. TAKES PRECEDENT OVER ALL OTHER PLANS. COORDINATION OF THE WORK WITH OTHER TRADES. p 1 b.COORDINATION 10.JOINTS INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS. 2.PARTITIONS THE RCP INDICATES THE LOCATION OF CEILING HEIGHTS,LIGHTTYPES,LIGHT FIXTURES,SWITCH STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN GENERAL:INSTALL FRAMING AND SUPPORTS TO COMPLY WITH REQUIREMENTS OF ITEMS BEING - ALL GYP PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. LOCATIONS AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, VIEWED FROM ANY REASONABLE ANGLE. SUPPORTED,INCLUDING MANUFACTURES'WRITTEN INSTRUCTIONS AND REQUIREMENTS ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH WIRING LAYOUT,AND ADDITIONAL INFORMATION. INDICATED ON SHOP DRAWINGS. AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL 11.FLOOR FINISHES V SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 2.FIXTURE TRIM ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER 10.ADJUSTING AND CLEANING: PERMIT/BID FURNISH AND INSTALL ALL FIXTURES,ASSOCIATED TRIM, FIXTURE LAMPS,AND SEISMIC BRACING OF DOOR,UON. CLEANING AND TOUCH UP PAINTING OF FIELD WELDS,BOLTED CONNECTIONS AND ABRADED U. 3.CLEAR DIMENSIONS AS REQUIRED TO MEET CODE. AREAS OF SHOP PAINT ARE SPECIFIED IN FINISH SCHEDULE. r, oc DIMENSIONS NOTED"CLEAR"OR"CLR" MUST BE ACCURATELY MAINTAINED,AND SHALL NOT Lu< VARY MORE THAN+/-Ya"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 3. SOFFITS AND CEILING HEIGHTS DIMENSIONS �.. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO DATE PROJECT MANAGER 4 Z 4.DIMENSION TOLERANCES BOTTOM OF FINISHED GYP OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR 02.28.14 SO p DIMENSIONS TOLERANCES SHALL NOT EXCEED LOCAL JURISDICTION CODE DEFINED CRITERIA. FINISHES. a_j VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE PROJECT NUMBER SHEET NUMBER "' ARCHITECT'S APPROVAL 126250 us SCALE01 _ N/A T-0 * 1 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 0 .... . . CAPITAL ONE . BUILDING A RE OVATION . '�� . . . V16 1 _ _____ �11IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 - 072100 THERMAL I N S U LATI 0 N 4.DELIVERY,STORAGE,AND HANDLING 092900 GYPSUM BOARD 6.EXECUTION SAMPLES: th DELIVERY FRAMES INDIVIDUALLY CARTONED AND LABELED FOR THE CORRESPONDING FRAME EXAMINE SUBSTRATES,WITH INSTALLER PRESENT,FOR COMPLIANCE WITH REQUIREMENTS FOR SUBMIT THREE PAPER DRAWDOWN SAMPLES ILLUSTRATING RANGE OF COLORS AVAILABLE FOR _ t Z SCHEDULE OPENING. DO NOT BULK PACK FRAMES. FRAMES SHALL BE PROTECTIVE WRAPPED INSTALLATION TOLERANCES,MOISTURE CONTENT,AND OTHER CONDITIONS AFFECTING EACH FINISHING PRODUCT SPECIFIED. `� 1.SUMMARY WITHIN CARTONS TO PROVIDE PROTECTION DURING TRANSIT AND JOB STORAGE. INSPECT 1.SUMMARY PERFORMANCE. VERIFY THAT FINISHES OF SUBSTRATES COMPLY WITH TOLERANCES AND WHERE SHEEN IS SPECIFIED,SUBMIT SAMPLES IN ONLY THAT SHEEN. � �F 0 ) BOARD INSULATION AT SOFFITS,EXTERIOR CAVITY WALL CONSTRUCTION,PERIMETER FRAMES ON DELIVERY FOR DAMAGE. MINOR DAMAGES MAY BE REPAIRED PROVIDED REFINISHED THIS SECTION INCLUDES THE FOLLOWING:INTERIOR GYP BD,INTERIOR GYP BD PANELS FOR OTHER REQUIREMENTS SPECIFIED IN OTHER SECTIONS AND THAT SUBSTRATES ARE FREE OF MAINTENANCE DATA:SUBMIT DATA ON CLEANING,TOUCH-UP,AND REPAIR OF PAINTED AND FOUNDATION WALt,AND UNDERSIDE OF FLOOR SLABS.ACOUSTICAL INSULATION. ITEMS MATCH NEW WORK AND RARE APPROVED BY ARCHITECT. STORE FRAMES AT BUILDING CEILINGS AND SOFFITS,NON-LOAD BEARING STEEL FRAMING,AND ACOUSTICAL GYP LS CRACKS,RIDGES,DEPRESSIONS,SCALE,AND FOREIGN DEPOSITS THAT MIGHT INTERFERE WITH COATED SURFACES. SITE UNDER COVER AND AS NEAR AS POSSIBLE TO FINAL INSTALLATION LOCATION. DO NOT USE ADHESION OF RESILIENT PRODUCTS. 2.ACOUSTICAL INSULATION COVERING MATERIAL THAT WILL CAUSE DISCOLORATION OF ALUMINUM FINISH. 2,SUBMITTALS . CONCRETE SLABS:VERIFY THAT CONCRETED SLABS COMPLY WITH ASTM F 710 AND THE ST BATT INSULATION:AM C 665;PREFORMED GLASS OR MINERAL FIBER BATT;FRICTION FIT, FOLLOWING:SLAB SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS,SEALERS, 3.QUALITY ASSURANCE CONFORMING TO THE STUD SIZE SHOWN ON THE DRAWINGS. 5.PROJECT CONDITIONS PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED ON DRAWINGS. HARDENERS,AND OTHER MATERIALS THAT MAY INTERFERE WITH ADHESIVE BOND. DETERMINE APPLICATOR QUALIFICATIONS:COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS THICKNESS:3-1/2 INCH ORAS INDICATED ON DRAWINGS. FIELD MEASUREMENTS:VERIFY INTERIOR ALUMINUM FRAME DIMENSIONS BY FIELD SHOP DRAWINGS:SHOW LOCATIONS,FABRICATION,AND INSTALLATION OF REVEAL JOINTS - FACING:UNFACED. INCLUDING ELEVATIONS,SECTIONS,DETAILS OF COMPONENTS,AND ATTACHMENTS TO OTHER ADHESION AND DRYNESS CHARACTERISTICS BY PERFORMING BOND AND MOISTURE TESTS SECTION WITH MINIMUM 5 YEARS EXPERIENCE. DENSITY:1.0 LBS/FT3 MINIMUM. MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. UNITS OF WORK. RECOMMENDED BY FLOORING MANUFACTURER. COATS:NUMBER OF COATS SPECIFIED IS MINIMUM NUMBER ACCEPTABLE,IF FULL FLAMEISMOKE PROPERTIES.10110 IN ACCORDANCE WITH ASTM E 84. 6.MANUFACTURER7.PREPARATION MATCH TENANT STANDARDS. 3.QUALITY ASSURANCE COMPLY WITH RESILIENT PRODUCT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS 4.DELIVERY,STORAGE,AND HANDLING SOUND TRANSMISSION CHARACTERISTICS:FOR GYP BD ASSEMBLIES WITH STC RATINGS,PROVIDE FOR PREPARING SUBSTRATES INDICATED TO RECEIVE RESILIENT PRODUCTS. USE TROWELABLE DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS,INSPECT TO VERIFY 7.MATERIAMATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED 079200 ,01 N T S EA LA N TS LS fli ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY A QUALIFIED LEVELING AND PATCHING COMPOUNDS TO FILL CRACKS,HOLES,AND DEPRESSIONS IN ACCEPTABILITY. EXTRUDED ALUMINUM:ASTM B 221 ALLOY 6063-TS OR ALLOY AND TEMPER REQUIRED TO SUIT INDEPENDENT TESTING AGENCY. SUBSTRATES. REMOVE COATINGS,INCLUDING CURING COMPOUNDS,AND OTHER SUBSTANCES CONTAINER LABEL:INCLUDE MANUFACTURER'S NAME,TYPE OF PAINT,BRAND NAME,LOT I IA : STRUCTURAL AND FINISH REQUIREMENTS. THAT ARE INCOMPATIBLE WITH FLOORING ADHESIVES USING MECHANICAL METHODS NUMBER,BRAND CODE,COVERAGE,SURFACE PREPARATION,DRYING TIME,CLEANUP J C}� C 1.SUMMARY FIRE-NES, R PROVIDE E CHARACTERISTICS;FOR GYP BD ASSEMBLIES WITH E FIRE-RESISTANCE IN AS RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. REQUIREMENTS,COLOR DESIGNATION,AND INSTRUCTIONS FOR MIXING AND REDUCING. A THISSECTIONINCLUDES SEALANTS FOR THE FOLLOWING APPLICATIONS:INTERIOR JOINTS IN 8.EXECUTION RATINGS,PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED!N ASSEMBLY THE FOLLOWING VERTICAL SURFACES AND HORIZONTAL NDN-TRAFFICE SURFACES:TILE EXAMINE WALLS,FLOOR AND CEILINGS FOR SUITABLE CONDITIONS WHERE INTERIOR ALUMINUM INDICATED ACCORDING TO ASTM E 119 INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. ICTION. 8.TILE AND SHEET INSTALLATION S.HELD CONDITIONS . CONTROL AND EXPANSION JOINTS;PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES ARE TO BE INSTALLED. VERIFY THAT WALL THICKNESS DOES NOT EXCEED STANDARD GENERAL:COMPLY WITH TILE MANUFACTURER`S WRITTEN INSTALLATION INSTRUCTIONS. LOUT DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE OUTSIDE THE 6720 SW MACADAM AVENUE,SUITE 100 FRAMES OF INTERIOR DOORS,WINDOWS,AND ELEVATOR ENTRANCES;PERIMETER JOINTS AT TOLERANCES ALLOWED BY THROAT SIZE INDICATED. 4.DELIVERY,STORAGE,AND HANDLING OUT TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS,DISCOUNTING MINOR TEMPERATURE RANGES REQUIRED BY THE PAINT PRODUCT MANUFACTURER. PORTLAND,OR 97219 FULL-HEIGHT ACOUSTICAL PARTITION ASSEMBLIES,JOINTS BETWEEN PLUMBING FIXTURES AND DELIVER MATERIALS IN ORIGINAL PACKAGES,CONTAINERS,OR BUNDLES BEARING BRAND NAME OFFSETS,SO TILE AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. LAY TILES SQUARE FOLLOW MANUFACTURER'S RECOMMENDED PROCEDURES FOR PRODUCING BEST RESULTS, T 503-245-7100 ADJOINING WALLS,FLOORS,AND COUNTERS. 9.CLEANING AND ADJUSTING AND IDENTIFICATIONS OF MANUFACTURER OR SUPPLIER. STORE MATERIALS INSIDE UNDER WITH ROOM AXIS,UNLESS OTHERWISE INDICATED. MATCH TILES FOR COLOR AND PATTERN BY INCLUDING TESTING OF SUBSTRATES,MOISTURE IN SUBSTRATES,AND HUMIDITY AND CLEAN EXPOSED FRAMES PROMPTLY AFTER INSTALLATION. CLEAN AND MAINTAIN ANODIZED COVER AND KEEP THEM DRY AND PROTECTED AGAINST DAMAGE FROM WEATHER,DIRECT SELECTING TILES FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND PACKAGED, TEMPERATURE LIMITATIONS. 117 SOUTH MAIN STREET,SUITE 400 2.SUBMITTALS ALUMINUM ACCORDING TO AAMA 609. TOUCH UP MARRED AREAS TO TOUCH-UP IS NOT VISIBLE SUNLIGHT,SURFACE CONTAMINATION,CORROSION,CONSTRUCTION TRAFFIC,AND OTHER IF SO NUMBERED. DISCARD BROKEN,CRACKED,CHIPPED,OR DEFORMED TILES. SCRIBE,CUT, SEATTLE,WA 98104 PRODUCT DATA:FOR EACH JOINT-SEALANT PRODUCT INDICATED. FROM A DISTANCE OF 48 INCHES. REMOVE AND REPLACE FRAMES WITH DAMAGED FINISH THAT CAUSES. STACK GYP PANELS FLAT TO PREVENT SAGGING. AND FIT TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT 6.MATERIALS-GENERAL T 205-576-1600 SAMPLES FOR INITIAL SELECTIONS:MANUFACTURER'S COLOR CHARS CONSISTING OF STRIPS OF CANNOT BE SATISFACTORILY REPAIRED. FIXTURES,INCLUDING BUILT-IN FURNITURE,CABINETS,PIPES,OUTLETS,EDGINGS,AND DOOR VOLATILE ORGANIC COMPOUND(VOC)CONTENT:PROVIDE COATINGS THAT COMPLY WITH THE . CURED SEALANTS SHOWING THE FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT 5.PRODUCTS FRAMES. EXTEND TILES INTO TOE SPACES,DOOR REVEALS,CLOSETS,AND SIMILAR OPENINGS. MOST STRINGENT REQUIREMENTS SPECIFIED IN THE FOLLOWING: 0 ANKROM MOISAN ARCHITECTS,INC. EXPOSED TO VIEW. 10.PROTECTION AVAILABLE MANUFACTURER'S:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,MANUFACTURERS SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE PRODUCTS INDICATED A.40 CFR 59,SUBPART D-NATIONAL VOLATILE ORGANIC COMPOUND EMISSION - PROVIDE PROTECTION REQUIRED TO ENSURE THAT FRAMING WILL BE WITHOUT DAMAGE OR OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE,BUT ARE NOT FOR EACH DESIGNATION IN THE RESILIENT TILE FLOORING SCHEDULE SHOWN IN THE STANDARDS FOR ARCHITECTURAL COATINGS. 3.EXECUTION DETERIORATION ON SUBSTANTIAL COMPLETION. LIMITED TO,THE FOLLOWING:US GYPSUM COMPANY GYPSUM BOARD AND RELATED PRODUCTS; DRAWINGS. INSTALL TILES AND ACCESSORIES AFTER OTHER FINISHING OPERATIONS, B.OZONE TRANSPORT COMMISSION(OTC)MODEL RULE,ARCHITECTURAL.,INDUSTRIAL., - COMPLY WITH JOINT SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTION FOR NATIONAL GYPSUM COMPANY;US GYPSUM COMPANY;AND PAC INTERNATIONAL INCLUDING PAINTING,HAVE BEEN COMPLETED. AND MAINTENANCE COATINGS;WWW.OTCAIR.ORG;SPECIFICALLY: PRODUCTS AND APPLICATIONS INDICATED,UNLESS MORE STRINGENT REQUIREMENTS APPLY. 087100 DOOR HARDWARE 1,OPAQUE.FLAT:50 G/Ly MAXIMUM. . SEALANT INSTALLATION STANDARD:COMPLY WITH RECOMMENDATIONS OF ASTM C 1193 FOR ACOUSTICAL GYPSUM BOARD(REFER TO DRAWINGS FOR LOCATIONS): 9.CLEANING AND PROTECTION 2)OPAQUE,NONFLAT: 150 G/L,MAXIMUM. USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS,APPLICATIONS,AND CONDITIONS REMOVE EXCESS ADHESIVE SEAM SEALER,AND OTHER SURFACE BLEMISHES USING CLEANER 3)OPAQUE HIGH GLOSS:250 G/L,MAXIMUM. INDICATED. -SIZE:J"THICK _ 1.SUMMARY RECOMMENDED BY CARPET MANUFACTURER. REMOVE YARNS THAT PROTRUDE FROM CARPET 4)VARNISHES:350 GA, MAXIMUM. ACOUSTICAL SEALANT APPLICATION STANDARD:COMPLY WITH RECOMMENDATION IN ASTM -MANUFACTURER:NATIONAL GYPSUM COMPANY,GOLD BOND BRAND SOUNDBREAK XP GYPSUM - C919FOR USE O F JOIN SEALANTS IN ACOUSTICAL APPLICATIONS AS APPLICABLE TO MATERIALS, THIS SECTION INCLUDES THE FOLLOWING:COMPLETE COMMERCIAL DOOR HARDWARE FOR THE SURFACE. VACUUM CARPET USING COMMERCIAL MACHINE WITH FACE-BEATER ELEMENT. C.ARCHITECTURAL COATINGS VOC LIMITS OF STATE IN WHICH THE PROJECT IS LOCATED. - FOLLOWING BOARD PROTECT INSTALLED CARPET TO COMPLY WITH CRI 104,SECTION 15,"PROTECTION OF INDOOR 2.DETERMINATION OF VOC CONTENT:TESTING AND CALCULATION IN ACCORDANCE WITH APPLICATIONS AND CONDITIONS INDICATED. 6.STEEL PARTITION AND SOFFIT FRAMING INSTALLATION." PROTECT CARPET AGAINST DAMAGE FROM CONSTRUCTION OPERATIONS AND 2.SUBMITTALS - PLACEMENT OF EQUIPMENTAND FIXTURES DURING THE REMAINDER OF CONSTRUCTION 7.PAINTS AND COATINGS: - 4.CLEANING COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. CLEAN OFF EXCESS SEALANTS FOR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PRODUCT DATA:INCLUDE INSTALLATION DETAILS, MATERIAL DESCRIPTIONS,DIMENSIONS OF PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED IN WRITING BY CARPET PROVIDE PRODUCTS LISTED IN MASTER PAINTERS INSTITUTE APPROVED PRODUCT LIST, - STEEL STUDS AND RUNNERS:ASTM C 645 CLEAN OFF E C METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING R INDIVIDUAL COMPONENTS AND PROFILES AND FINISHES. MANUFACTURER. CURRENT EDITION AVAILABLE AT WWW.PAINTINFO.COM,FOR SPECIFIED MPI CATEGORIES, DEEP-LEG SLOTTED TRACK:ASTM C 645 TOP RUNNER WITH 2 INCH DEEP FRAMES MANUFACTURER'S T JOINT SEALANTS AND OR PRODUCTS IN WHICH JOINTS OCCUR. DOOR HARDWARE SCHEDULE:PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER, EXCEPT AS OTHERWISE INDICATED. - DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE,AS WELL AS PROCEDURES AND 10.RESILIENT WALL BASE AND ACCESSORIES INSTALLATION 1.PROVIDE PRODUCTS HAVING VOLATILE ORGANIC COMPOUND(VOC)CONTENT NOT GREATER 7.INTERIOR GYPSUM WALLBOARD Q, DIAGRAMS. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS,FRAMES,AND INSTALL RESILIENT WALL BASE AND ACCESSORIES ACCORDING TO MANUFACTURER'S WRITTEN THAN THAT SPECIFIED BY GREEN SEAL GS-11.ALL MATERIALS AND PAINTS SHALL BE LEAD AND 08 111 DOORS VC FRAMES RELATED WORK TO ENSURE PROPER SIZE THICKNESS HAND FUNCTION AND FINISHES OF DOOR PANEL SIZE:PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE TO MINIMIZE JOINTS IN INSTALLATION INSTRUCTIONS. APPLY RESILIENT WALL BASE TO WALLS COLUMNS,PILASTERS MERCURY FREE AND SHALL HAVE MPI E-RATING FOR VOC'S OF E3 OR E2 AND GREEN SEAL GS-11. HARDWARE. EACH AREA. CASEWORK AND CABINETS IN TOE SPACES,AND OTHER PERMANENT FIXTURES IN ROOMS AND 2.PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES CONTENT:INCLUDE THE FOLLOWING INFORMATION:TYPE,STYLE,FUNCTION,SIZE,LABEL,HAND, GYPSUM WALLBOARD:ASTM C36 AREAS WHERE BASE IS REQUIRED. INSTALL WALL BASED IN LENGTHS AS LONG AS PRACTICABLE INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED BY 1.SUMMARY AND FINISH OF EACH DOOR HARDWARE ITEMS. FASTENINGS AND OTHER PERTINENT SAG-RESISTANT GYPSUM WALLBOARD:ASTM C36,MANUFACTURED TO HAVE MORE SAG WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. THIS SECTIONS INCLUDES THE FOLLOWING:FLUSH WOOD DOORS AND WOOD FRAMES;HOLLOW INFORMATION. MOUNTING LOCATIONS FOR DOOR HARDWARE. DOOR AND RAM SIZES AND RESISTANCE THAN REGULAR-TYPE GYPSUM BOARD-LOCATION:CEILING SURFACES WALL BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE,WITH BASE IN CONTINUOUS TYPE X:LOCATIONS:WHERE DESIGNATED METAL DOORS AND FRAME;AND ALUMINUM FRAMES. MATERIALS. DESCRIPTION OF EACH ELECTRIFIED DOOR HARDWARE FUNCTION,INCLUDING FLEXIBLE GYPSUM WALLBOARD:ASTM C36,MANUFACTURED TO BEND TO FIT TIGHT RADII AND CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. INSTALL PRE-MOLDED OUTSIDE AND 8. EXECUTION - LOCATION,SEQUENCES OF OPERATION,AND INTERFACE WITH OTHER BUILDING CONTROL INSIDE CORNERS BEFORE INSTALLING STRAIGHT PIECES. PAINT ALL EXPOSED SURFACES EXCEPT WHERE INDICATED NOT TO BE PAINTED OR TO REMAIN 2.SUBMITTALS SYSTEMS. TO BE MORE FLEXILE THAN STANDARD REGULAR-TYPE PANELS OF THE SAME THICKNESS NATURAL,THE TERM"EXPOSED"INCLUDES AREAS VISIBLE THROUGH PERMANENT AND BUILT-IN PRODUCT DATA:FOR EACH TYPE OF DOOR AND FRAME INDICATED,INCLUDE DOOR PRODUCT CERTIFICATES:SIGNED BY MANUFACTURER'S OF ELECTRIFIED DOOR HARDWARE 11.CLEANING AND PROTECTING FIXTURES WHEN THEY ARE IN PLACE. . DESIGNATION,TYPE,LEVEL AND MODEL..MATERIAL DESCRIPTION,CORE DESCRIPTION, TRIM ACCESSORIES CERTIFYING THAT PRODUCTS FURNISHES COMPLY WITH REQUIREMENTS. CERTIFY THAT DOOR I PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY AFTER INSTALLING RESILIENT CONSTRUCTION DETAILS,LABEL COMPLIANCE,SOUND AND FIRE-RESISTANCE RATINGS,AND HARDWARE APPROVED FOR USE ON TYPES AND SIZES OF LABELED FIRE DOORS COMPLIES WITH INTERIOR TRIM:ASTM C 1047.MATERIAL:GALVANIZED OR ALUMINUM-COATED STEEL SHEET OR ROLLED ZINC. PRODUCTS:REMOVE ADHESIVE AND OTHER SURFACE BLEMISHES USING CLEANER 9.PREPARATION FINISHES. LISTED FIRE DOOR ASSEMBLIES. CORNERBEAD:USE AT OUTSIDE CORNERS. RECOMMENDED BY RESILIENT PRODUCT MANUFACTURERS. SWEEP OR VACUUM FLOOR REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES, MACHINED SURFACES,LIGHTING - SHOP DRAWINGS:FRAME DETAILS FOR EACH FRAME TYPE AND PARTITION TYPE INCLUDING THOROUGHLY. DAMP-MOP FLOOR TO REMOVE MARKS AND SOIL. PROTECT RESILIENT FIXTURES,AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED.IF REMOVAL DIMENSIONED PROFILES. DETAILS AND LOCATIONS OF REINFORCEMENT AND PREPARATIONS 3.QUALITY ASSURANCE J-BEAD:USE AT EXPOSED PANEL EDGES. PRODUCT FLOORING AGAINST MARS,MARKS, INDENTATIONS,AND OTHER DAMAGE FROM IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF THE SIZE OR WEIGH OF THE ITEM,PROVIDE CONTROL JOINT:USE WHERE INDICATED. FOR HARDWARE. DETAILS OF EACH DIFFERENT WALL OPENING CONDITION. DETAILS OF INSTALLER QUALIFICATIONS:AN EXPERIENCE INSTALLER WHO HAS COMPLETED DOOR CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. ANCHORAGES,ACCESSORIES,JOINTS AND CONNECTIONS. COORDINATION OF GLAZING FRAMES HARDWARE SIMILAR IN MATERIAL,DESIGN AND EXTENT TO THAT INDICATED FOR THIS PROJECT ALUMINUM TRIM:EXTRUDED ACCESSORIES OF PROFILES AND DIMENSIONS INDICATED. REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR CLEANING:BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS,CLEAN THE SUBSTRATES . AND STOPS WITH GLASS AND GLAZING REQUIREMENTS. AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFULRECOMMENDED IN WRITING BY FLOORING MANUFACTURER. APPLY PROTECTIVE FLOOR POLISH THAT COULD IMPAIR THE BOND OF THE VARIOUS COATINGS. REMOVE OIL AND GREASE BEFORE DOOR SCHEDULE:USE SAME REFERENCE DESIGNATION INDICATED ON DRAWINGS IN PREPARING IN-SERVICE PERFORMANCE. PROVIDE ELECTRIFIED DOOR HARDWARE FROM SAME 9.JOINT TREATMENT MATERIALS COMPLY WITH ASTM C 475 TO FLOOR SURFACES THAT ARE FREE FROM SOIL,VISIBLE ADHESIVE AND SURFACE BLEMISHES,IF CLEANING. SCHEDULE FOR DOORS AND FRAMES. MANUFACTURER AS MECHANICAL DOOR HARDWARE,UNLESS OTHERWISE INDICATED. -INTERIOR GYPSUM WALLBOARD:PAPER JOINT TAPE. RECOMMENDED IN WRITING BY MANUFACTURER. USE COMMERCIALLY AVAILABLE PRODUCT - MANUFACTURERS THAT ARE LISTED TO PERFORM ELECTRICAL MODIFICATIONS,BY A TESTING ACCEPTABLE TO FLOORING MANUFACTURER. COORDINATE SELECTION OF FLOOR POLISH WITH 10.APPLICATION 3.QUALITY ASSURANCE - . AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,ARE GLASS-MAT GYPSUM SHEATHING BOARD:10-BY-1 0 GLASS MESH JOINT TAPE. OWNER'S MAINTENANCE SERVICE. APPLY PAINT ACCORDING TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS. USE - FIRE-RATED DOOR ASSEMBLIES:ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND ACCEPTABLE. COMPLY WITH AMERICANS WITH DISABILITIES ACT(ADA),SATE AND LOCAL JOINT COMPOUND AT INTERIOR GYPSUM WALLBOARD:USE FORMULATION COMPATIBLE WITH APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING LABELED BYATESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTIONAL REQUIREMENTS. OTHER COMPOUNDS. - 12.RESILIENT FLOORING AND WALL BASE PRODUCTS APPLIED.PAINT COORS,SURFACE TREATMENTS AND FINISHES ARE INDICATED ON THE JURISDICTION,FOR FIRE-PROTECTION RATINGS INDICATED,BASED ON TESTING ACCORDING TO FIRE-RATED DOOR ASSEMBLIES:PROVIDE DOOR HARDWARE FOR ASSEMBLIES COMPLYING WITH 10.AUXILIARY MATERIALS AS SCHEDULED IN THE DRAWINGS. SCHEDULE.DO NOT PAINT OVER DIRT,RUST,SCALE,GREASE,MOISTURE,SCUFFED SURFACES OR NFPA 252. LABELS SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM.THE NUMBER OF PROVED MATERIALS THAT COMPLY WITH REFERENCED INSTALLATION STANDARD AND TO AUTHORITIES HAVING JURISDICTION,FOR FIRE RATINGS INDICATED,BASED ON TESTING COATES AND THE FILM THICKNESS REQUIRED ARE THE SAME REGARDLESS OF APPLICATION MANUFACTURER'S WRITTEN RECOMMENDATIONS. 096815 CA R P ET I N G 4.DELIVERY,STORAGE,AND HANDLING ACCORDING TO NFPA 252. METHOD.DO NOT APPLY SUCCEEDING COATS UNTIL THE PERVIOUS COAT HAS CURED A5 LAMINATING ADHESIVES:ADHESIVE RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS DELIVER DOORS AND FRAMES CARDBOARD-WRAPPED OR CRATED TO PROVIDE PROTECTION RECOMMENDED BY THE MANUFACTURE. IF SANDING IS REQUIRE TO PRODUCE A SMOOTH EVEN TO CONTINUOUS SUBSTRATE. - DURING TRANSIT AND JOB STORAGE. PROVIDE ADDITIONAL PROTECTION TO PREVENT DAMAGE 4.PRODUCTS SURFACE ACCORDING TO THE MANUFACTURERS'WRITTEN INSTRUCTIONS,SAND BETWEEN SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING PANELS TO STEEL MEMBERS, 1.SUBMITTALS TO FINISH OF FACOTRY-PRIMED FRAMES. INSPECT DOORS AND FRAMES ON DELIVER FOR DOOR HARDWARE SETS:PROVIDE QUANTITY,ITEM,SIZE,FINISH OR COLOR INDICATED,AND APPLICATIONS. DAMAGE AND NOTIFY SHIPPER AND SUPPLIER IF DAMAGE IS FOUND. MINOR DAMAGES MAY BE PRODUCTS EQUIVALENT IN FUNCTION AND COMPARABLE IN QUALITY TO NAMED PRODUCTS. SOUND ATTENUATION BLANKETS:ASTM C 665,TYPE 1 PRODUCED BY COMBINING PRODUCT DATA FOR EACH PRODUCT. INCLUDE MANUFACTURER'S WRITTEN DATA ON PHYSICAL REPAIRED PROVIDED REFINISHED ITEMS MATCH NEW WORK AND ARE ACCEPTABLE TO THERMOSETTING RESINS WITH MINERAL FIBERS MANUFACTURED FROM GLASS,SLAB WOOD,OR CHARACTERISTICS,DURABILITY,AND FADE RESISTANCE, INCLUDE INSTALLATION 11.PROTECTION z - ROCK WOOL. RECOMMENDATIONS FOR EACH TYPE OF SUBSTRATE REQUIRED. z ARCHITECT. REMOVE AND REPLACE DAMAGED ITEMS THAT CANNOT BE REPAIRED AS DIRECTED. 5.EXECUTION PROTECT WORK OF OTHER TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE BY Q FIRE-RESISTANCE-RATED ASSEMBLIES:COMPLY WITH MINERAL-FIBER REQUIREMENTS OF SHOP DRAWINGS:EXAMINE DOORS AND FRAMES,WITH INSTALLER PRESENT,FOR COMPLIANCE WITH PAINTING. CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING,AND REPAINTING AS J S.DOORS REQUIREMENTS FOR INSTALLATION TOLERANCES,LABELED FIRE DOOR ASSEMBLY ASSEMBLY. INSTALLATION LOCATIONS/TRANSITION LOCATIONS TYPE OF INSTALLATION APPROVED BY ARCHITECT.REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS _ PROVIDE DOORS OF SIZED,THICKNESSES,AND DESIGN INDICATED. CONSTRUCTION,WALL AND FLOOR CONSTRUCTION,AND OTHER CONDITIONS AFFECTING TO PROTECT THEIR WORK AFTER COMPLETING PAINTING OPERATIONS AT COMPLETION OF 11.ACOUSTICAL SEALANT SAMPLES:[ABEL EACH SAMPLE WITH THE MANUFACTURER'S NAME,MATERIAL DESCRIPTION, � tY1 DOOR LOWERS:PROVIDED LOWERS FOR INTERIOR DOORS,WHERE INDICATED PERFORMANCE. EXAMINE ROUGHING-IN FOR ELECTRICAL POWER SYSTEMS TO VERIFY ACTUAL CONSTRICTION ACTIVITIES OF OTHER TRADES,TOUCH UP AND RESTORE DAMAGED OR DEFACED . ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS:NON-SAG PAINTABLE COLOR PATTERN AND DESIGNATION INDICATED ON DRAWINGS AND SCHEDULES. LOCATIONS OF WIRING CONNECTIONS BEFORE ELECTRIFIED DOOR HARDWARE INSTALLATION. PAINTED MATERIALS. m 6.FRAMES NON-STAINING,LATEX SEALANT COMPLYING WITH ASTM C 834 THAT EFFECTIVELY REDUCES N - DOOR SILENCERS:FABRICATE STOPS TO RECEIVE THREE SILENCERS ON STRIKE JAMBS OF 6.EXECUTION AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN BUILDING 2.QUALITY ASSURANCE: I LU rl-_ CA SINGLE-DOOR FRAMES AND TWO SILENCERS ON HEADS OF DOUBLE-DOOR FRAMES. SET UNITS LEVEL,PLUMB,AND TRUE O LINE AND LOCATION. ADJUST AND REINFORCE CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO INSTALLER QUALIFICATIONS:AN EXPERIENCED INSTALLER WHO IS CERTIFIED BY THE FLOOR 123600 CO U N TE RTO P S W Q Z ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL ASTM E 90. COVERING INSTALLATION BOARD WHO CAN DEMONSTRATE.COMPLIANCE WITH ITS z 0 . CERTIFICATION PROGRAM REQUIREMENTS. . 7.EXECUTION AND COUNTERSINK UNITS THAT RE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. ^ = INSTALL WOOD DOORS,FRAMES,AND ACCESSORIES ACCORDING TO SHOP DRAWINGS, SPACE FASTENERS AND ANCHORS ACCORDING TO INDUSTRY STANDARDS. CLEAN ADJACENT 12.EXECUTION 1.SUMMARY y - MANUFACTURER'S DATA,AND AS SPECIFIED. SURFACES SOILED BY DOOR HARDWARE INSTALLATION. CLEAN OPERATING ITEMS AS NECESSARY EXAMINE AREAS AND SUBSTRATES,WITH INSTALLER PRESENT,AND INCLUDING WELDED 3.PROJECT CONDITIONS: COUNTERTOPS FOR ARCHITECTURAL CABINETWORK. J C) Lu D PLACED FRAMES BEFORE CONSTRUCTION OF ENCLOSING WALLS AND CEILINGS. TO RESTORE PROPER FUNCTION AND FINISH. PROVIDE FINAL PROTECTION AND MAINTAIN HOLLOW-METAL FRAMES,CAST-IN ANCHORS,AND STRUCTURAL FRAMING,FOR COMPLIANCE O NOT INSTALL CARPET UNTIL WET WORK IN SPACES IS COMPLETE AND DRAY,AND AMBIENT PRODUCT DATA:MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED. O - IN METAL-STUD PARTITIONS,PROVIDED AT LEAST THREE WALL ANCHORS PER JAMB;INSTALL CONDITIONS THAT ENSURE DOOR HARDWARE IS WITHOUT DAMAGE OR DETERIORATION AT TIME WITH REQUIREMENTS AND OTHER CONDITIONS AFFECTING PERFORMANCE. TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR ` PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 2.SHOP DRAWINGS:COMPLETE DETAILS OF MATERIALS AND INSTALLATION;COMBINE WITH ADJACENT TO HINGE LOCATION ON HINGE JAMB AND AT CORRESPONDING HEIGHTS ON STRIKE OF SUBSTANTIAL COMPLETION. F- I n d 13.INSTALLING STEEL FRAMING. GENERAL SHOP DRAWINGS OF CABINETS AND CASEWORK SPECIFIED IN OTHER SECTIONS. JAMB. ATTACH WALL ANCHORS TO STUDS WITH SCREWS. N Q FOR IN-PLACE GYP PARTITION,INSTALL KNOCK-DOWN,DRYWALL SLIP-ON FRAMES 7. DOOR HARDWARE SCHEDULE INSTALLATION STANDARDS:ASTM C 754 AND ASTM C 840 REQUIREMENTS THAT APPLY TO 4.INSTALLATION ACCESSORIES INSTALLATION INSTRUCTIONS:MANUFACTURER'S INSTALLATION INSTRUCTIONS AND. 0. SEE DRAWINGS FOR HARDWARE REQUIREMENTS. FRAMING INSTALLATION. INSTALL SUPPLEMENTARY FRAMING,LOCKING AND BRACING AT ADHESIVES:WATER-RESISTANT, MILDEW-RESISTANT, NON-STAINING TYPE TO SUIT PRODUCTS RECOMMENDATIONS.MAINTENANCE DATA:MANUFACTURER'S INSTRUCTIONS AND Q e- 0 TERMINATIONS IN GYPSUM BOARD ASSEMBLIES TO SUPPORT FIXTURES,EQUIPMENT SERVICES, AND SUB-FLOOR CONDITIONS INDICATED THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS RECOMMENDATIONS FOR MAINTENANCE AND REPAIR OF COUNTERTOP SURFACES. � - 8.ADJUSTING AND CLEANING HEAVY TRIM,GRAB BARS,TOILET ACCESSORIES,FURNISHINGS,OR SIMILAR CONSTRUCTION. FOR INSTALLED CARPET AND THAT IS RECOMMENDED BY THE CARPET MANUFACTURER. DAMAGED AT EAS OF PRI IMMEDIATELY AFTER INSTALLATION,SAND SMOOTH ANY RUSTED E COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S WRITTEN 3. DELIVERY,STORAGE,AND HANDLING DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH UP OF COMPATIBLE AIR-DRYING PRIMER. 088000 GLAZING INFORMATION. ISOLATE CEILING ASSEMBLIES WHERE THEY ABUT OR ARE PENETRATED BY S. EXECUTION/EXAMINATION STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UN71L READY FOR PROTECTION REMOVAL:IMMEDIATELY BEFORE FINAL INSPECTION,REMOVE PROTECTIVE BUILDING STRUCTURE. EXAMINE SUBSTRATES,AREAS,AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION.STORE AND DISPOSE OF SOLVENT-BASED MATERIALS,AND MATERIALS USED WRAPPINGS FROM DOORS AND FRAMES. MAXIMUM MOISTURE CONTENT,ALKALINITY RANGE,INSTALLATION TOLERANCES,AND OTHER WITH SOLVENT-BASED MATERIALS,IN ACCORDANCE WITH REQUIREMENTS OF LOCAL tn 1.SUMMARY I CONDITIONS AFFECTING CARPET PERFORMANCE. VERIFY THAT SUBSTRATES AND CONDITIONS AUTHORITIES HAVING JURISDICTION. REVISION DATE REASON FOR ISSUE 08125 INTERIOR A L U M . FRAMES THIS SECTION INCLUDES GLASS AND GLAZING FOR THE FOLLOWING PRODUCTS AND 0 9 6 5 00 RESILIENT FLOORING ARE SATISFACTORY FOR CARPET INSTALLATION AND COMPLY WITH REQUIREMENTS SPECIFIED. CL . APPLICATIONS,INCLUDING THOSE SPECIFIED IN OTHER SECTIONS WHERE GLAZING 4.FIELD CONDITIONS j REQUIREMENTS ARE SPECIFIED BY REFERENT TO THIS SECTIONS:INTERIOR WINDOW WALLS AND 1.SUMMARY CUT AND FIT CARPET TO BUTT TIGHTLY TO VERTICAL SURFACES,PERMANENT FIXTURES,AND MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY,AND VENTILATION) 1.SUMMARY DOOR SIDELIGHTS. BUILT-IN FURNITURE INCLUDING CABINETS,PIPES,OUTLETS,EDGING,THRESHOLDS,AND WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS.DO NOT INSTALL THIS SECTION INCLUDES THE FOLLOWING:ALUMINUM DOOR FRAMES AND ALUMINUM GLAZING THIS SECTION INCLUDES THE FOLLOWING:VINYL COMPOSITION TILE(VCT)AND RESILIENT WALL NOSING. PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE W FRAMES. 2. PERFORMANCE REQUIREMENTS BASE AND ACCESSORIES. LIMITS. PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENT AND2.SUBMITTALS 099123 INTERIOR PAINTING p 2.SUBMITTALS WIND AND IMPACT LOADS(WHERE APPLICABLE)WITHOUT FAILURE,INCLUDING LOSS OR GLASS 5.ACCESSORY MATERIALS PRODUCT DATA: FOR EACH TYPE OF PRODUCT SPECIFIED. PRODUCT DATA:INCLUDE CONSTRUCTION DETAILS,MATERIAL DESCRIPTIONS,DIMENSIONS OF BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: DEFECTIVE MANUFACTURER,FABRICATION,AND SAMPLES FOR VERIFICATION:FULL-SIZE TILES OF EACH DIFFERENT R AND PATTERN OF PLYWOOD FOR SUPPORTING SUBSTRATE:PS 1 EXTERIOR GRADE,A-C VENEER GRADE,MINIMUM COLO LA INDIVIDUAL COMPONENTS AND PROFILES,AND FINISHES FOR EACH PRODUCT SPECIFIED. INSTALLATION;DETERIORATION OF GLAZING MATERIALS;OR OTHER DEFECTS IN CONSTRUCTION. RESILIENT FLOOR TILE SPECIFIED,SHOWING THE FULL RANGE OF COLOARIAEONS EXPECTED IN THESE 1.SUMMARY 5-PLY;MINIMUM 3/4 INCH THICK;JOIN LENGTHS USING METAL SPLINES.ADHESIVES:CHEMICAL SPECIFICATIONS SHOP DRAWINGS:SHOW FABRICATION AND INSTALLATION DETAILS. INCLUDE PLANS, RESISTANT WATERPROOF ADHESIVE AS RECOMMENDED BY MANUFACTURER OF MATERIALS c CHARACTERISTICS. SURFACE PREPARATION,FIELD APPLICATION OF PAINTS AND OTHER COATINGS,SURFACES TO BE Ln ELEVATIONS,SECTIONS AND DETAILS OF COMPONENTS INCLUDING HARDWARE,GLAZING,AND 3.SUBMITTALS BEING JOINED.JOINT SEALANT:MILDEW-RESISTANT SILICONE SEALANT,CLEAR. C4 FINISHED ARE INDICATED IN THIS SECTION AND ON THE DRAWINGS. N GLAZING STOPS. SHOW ATTACHMENTS TO OTHER WORK. PRODUCT DATA:FOR EACH GLASS PRODUCT AND GLAZING MATERIAL INDICATED. 3.QUALITY ASSURANCE T SAMPLES FOR VERIFICATION:FOR EACH TYPE OF EXPOSED FINISH REQUIRED,PREPARED ON SAMPLES:FOR THE FOLLOWING PRODUCTS,IN THE FORM OF 12X12 INCH SAMPLES FOR GLASS: 6.FABRICATION INSTALLER QUALIFICATIONS:ENGAGE AN EXPERIENCED INSTALLER TO PERFORM WORK OF THIS FINISH(I.E.GLOSS LEVEL)OF PAINTED SURFACES SHALL BE AS SPECIFIED HEREIN OR AS NOTED y' SAMPLES FOR MANUFACTURER'S STANDARD SIZES AND OF SAME THICKNESS AND MATERIAL TEMPERED GLASS. FABRICATE TOPS AND SPLASHES IN THE LARGEST SECTIONS PRACTICABLE,WITH TOP SURFACE � INDICATED FOR THE WORK. IF FINISHES INVOLVED NORMAL COLOR AND TEXTURE VARIATIONS, SECTION WHO HAS SPECIALIZED IN INSTALLING RESILIENT PRODUCTS SIMILAR TO THOSE ON FINISH SCHEDULE. f-- REQUIRED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. OF JOINTS FLUSH.PREPARE ALL CUTOUTS ACCURATELY TO SIZE;REPLACE TOPS HAVING � INCLUDE SAMPLE SETS SHOWING THE FULL RANGE OF VARIATIONS EXPECTED. 4.PRODUCTS DELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL UNOPENED CARTONS AND REFERENCE STANDARDS IMPROPERLY DIMENSIONED OR UNNECESSARY CUTOUTS OR FIXTURE HOLES.PROVIDE 1,� - GLAZING U-CHANNELS(SURFACE MOUNTED OR RECESSED): BACKIEND SPLASH WHEREVER COUNTER EDGE ABUTS VERTICAL SURFACE UNLESS OTHERWISE 3.QUALITY ASSURANCE -MATERIALS:ALUMINUM CONTAINERS, EACH BEARING NAMES OF PRODUCT AND MANUFACTURER,PROJECT 40 CFR 59,SUBPART D-NATIONAL VOLATILE ORGANIC COMPOUND EMISSION STANDARDS FOR 0%co IDENTIFICATIONS,AND SHIPPING AND HANDLING INSTRUCTIONS. - ARCHITECTURAL COATINGS;U.S.ENVIRONMENTAL PROTECTION AGENCY;CURRENT EDITION. INDICATED.SECURE TO COUNTERTOP WITH CONCEALED FASTENERS AND WITH CONTACT V- INSTALLED QUALIFICATIONS:AN EXPERIENCE INSTALLER WHO HAS COMPLETED INTERIOR -GLASS SIZE:}",TEMPERED,BUTT GLAZED VERTICAL JOINT MPI(APL)-MASTER PAINTERS INSTITUTE APPROVED PRODUCTS LIST;MASTER PAINTERS AND SURFACES SET IN WATERPROOF GLUE. PERMIT/BID N ALUMINUM FRAMING SYSTEMS SIMILAR IN MATERIAL,DESIGN,AND EXTEND TOTHOSE -TOP CHANNEL:1-X1 i"U-CHANNEL 4.PRODUCTS DECORATORS ASSOCIATION;CURRENT EDITION WWW.PAINTINFO.COM. co LL INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A - 7.EXAMINATION - a pc�c -BOTTOM CHANNEL: "X1 U-CHANNEL -RESILIENT BASE AND ACCESSORIES MPI(APSM)-MASTER PAINTERS INSTITUTE ARCHITECTURAL PAINTING SPECIFICATION MANUAL; RECORD OF SUCCESSFUL IN-SERCIE PERFORMANCE, DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. MANUFACTURER QUALIFICATIONS•A FIRM EXPERIENCED IN MANUFACTURING INTERIOR -FINISH. VINYL WALL BASE:PRODUCTS COMPLYING WITH FS SS-W-40,TYPE II AND WITH REQUIREMENTS MASTER PAINTERS AND DECORATORS ASSOCIATION;2004 Z U -MANUFACTURERS:C.R.LAURENCE CO„INC.;PRODUCT,CRL SHALLOW AND DEEP WETIDRY SPECIFIED IN THE RESILIENT TILE FLOORING SCHEDULE. OUTLETS ARE INSTALLED IN PROPER LOCATIONS. U..I7 ALUMINUM FRAMING SYSTEMS. DATE PROJECT MANAGER _ �� SOURCE LIMITATIONS:OBTAIN ALUMINUM FRAMES THROUGH ONE SOURCE FROM A SINGLE GLAZE U-CHANNELS;V!JYi/W.CLAURENCE.COM 2.SUBMITTALS 8.INSTALLATION Z MANUFACTURER. ALTECH SYSTEM 5.INSTALLATION-ACCESSORIES PRODUCT DATA PROVIDE COMPLETE LIST OF ALL PRODUCTS TO BE USED.WITH THE 02.28,14 SO C3 " - SECURELY ATTACH COUNTERTOPS TO CABINETS USING CONCEALED FASTENERS.MAKE FLAT -GLASS SIZE:� TEMPERED,BUTT GLAZED VERTICAL JOINT TROWEL LEVELING AND PATCHING COMPOUNDS:LATEX-MODIFIED,PORTLAND CEMENT BASED FOLLOWING INFORMATION FOR EACH: MANUFACTURER'S NAME,PRODUCT NAME ANDIOR CATALOG NUMBER,AND GENERAL SURFACES LEVEL;SHIM WHERE REQUIRED.SEAL JOINT BETWEEN BACKIEND SPLASHES AND PROJECT NUMBER SHEET NUMBER W� OR BLENDED HYDRAULIC CEMENT BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT - - VERTICAL SURFACES.VARIATION FROM HORIZONTAL: INCH IN 10 FEET MAXIMUM. a a PRODUCT MANUFACTURER FOR APPLICATIONS INDICATED. PRODUCT CATEGORY(E.G, ALKYD ENAMEL )AND MANUFACTURERS INSTALLATION 1262x50 u'6 ADHESIVES:WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUITE RESILIENT INSTRUCTIONS. OFFSET FROM WALL,COUNTERTOPS:1/8 INCH MAXIMUM;1116 INCH MINIMUM.FIELD JOINTS: d: PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. - 118 INCH WIDE,MAXIMUM. - SCALE T-0* 2 - s - NIA INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORKOF 0 20 tA ; Hl - Q77 If ,r'A�;}/�► {{yet j 96 . - "•"^r- '= ou '' /_j - - - ] ' `t i� I3 Ch`s f' { f-"-"t r-•^i..�� -^t �C..'f! `•..)r ;--.-s t SF RM OC ��/ �]C1 OC'.,",,/` - - •,»n---. _ - t � ,�, ! �. ! ;� � I _ '1800 48 t t ROOMS M OCG � ROOM SF RM { t i iii T I OLF Y 280 19 447 9 I I1 15 B 1 100 B ROOM 5F RM OCC if - ( 37 4 64 5 15 B i _rw 1 y , i _ ,,,�� i S ROOM SF R11 151 B M OC ? a f IL V _ - -IF— I2538 71 :-.•.-- '•..._' `'= ""'mom.. X ) i y t 00 { ' ' - x ! i_% j `.d { - } :ac's VCJ Sr(f/j /� �-t��,�r �+ ' ? � I 0 Q # � 283 RM 19 n ;': i,;i ,! as i : 1 i;; {! N �.� RRRi �� ti A kro M o isa n --_ - i _ - 1 t. 1 15 B AR/ St 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 = FEC T 503-245-7100 M RM OCC 117 SOUTH MAIN STREET,SUITE 400 Roots SF RM occ I { { � 3 204 14 I 1 t ' ' 100 1 RooMSF RM .�' SEATTLE,WA 98104 1 15 B 1 1 ROOM SF ' 00 B 123 1 T 206-576-1600 6 1 100 B 0 ANKROM MOISAN ARCHITECTS,INC.Li a B E3 125 9 .... — FEC { 1 15 OCT FEC i IROOM SF RM OCC 89 1 1 100 B i ROOM SF RM OCC - — i -- - 161 1 t 3LF 00 ROOM 5F ROOM% RM EE { 327 22 225 B 1 .5 Tym B __j MXW'SF RM OCC C, ul 3100 74. I ! i_ ' —� �� — .r .�. �..y� — .ir.. — .. rr. .► - 2 00 __ __• ' - 7 I { �N i i ) I a Yt(�yt7�tt ' ,, i I 1 1OLF 778 19 !■■ � ROO RM OCC ' 2 1 5 A-2 ■ " 1 7 MSF occqcc"mB 1 100 7 1 1 ROW To clL 1 0 Q 1(D 10 PE R< S? 5 SF RM OCC i I ; i s i I 2 2 �cc 3 -- t w 1 loo B CD f i TO, LL_ 1w 13t i{ e{ I l�' � —.__ {t J I`tp 1 ',7�"1 I I ij_ li( j V U� t� iia j� Alt l;i \` '. __j \.. M 5F RM OCC - - ' 206 2 r�I= OLF '`II 1 100 BLLjj �r RRRRRA Rrrrr RRA R — ■ R RR�R — Rs: RRRRRrt RRA anR� RRA" RRR — — — / Ri nRl� momwo 1 EGRESS PLAN - BUILDING A - FIRST FLOOR T-1 1/8"=r-0" z J D m m N LIFE SAFETY SUMMARY FIRE & LIFE SAFETY PLAN NOTES o 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.)THE LENGTH MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE z Z SHALL BE ILLUMINATED AT ALL TIMES Z OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B, F,AND S, THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 0 SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS 0 HILD EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED LU z IN ACCORDANCE WITH SECTION 903.3.1.1 } 0 COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 58'-2" FIRE & LIFE-SAFETY PLAN LEGEND �_ m w 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED N Q ON EACH STORY SUCH THATTHE MAXIMUM LENGTH OF EXITACCESS TRAVEL, 1000 RM OCC MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE UITS Ov ROOM SUMMARY TAG u �.:. TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS 2 200 TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) PATH OF EGRESS ILLUMINATION.MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE 01 LUX)AT THE FLOOR LEVEL THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY y COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 143'-5" THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE REVISION DATE REASON FOR ISSUE 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO EXITS OR EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT > EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES,UNIT LOAD OF THE SPACE EXCEEDS 50,(SEE TABLE 1015.1) EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.SS.C.SECTION 2702,PER 2010 O.S.S.C.SECTION 1006 COMPLIANCE:EXITDOORSREQUIRED- 2 U. COMPLIANCE:EXIT DOORS PROVIDED- 4 EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE a LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) FWHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE EXTINGUISHER CABINET C q { SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.Z THE (—— EGRESS PLAN SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL L_ WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA FIRST FLOOR NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL , \ 0 DIMENSION DIMENSION OF THE AREA SERVED. 5'-0"DIAMETER WHEELCHAIR TURN AROUND AREA COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 84'-0" r. COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 96'-10" 6;-J NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING �� EXISTING WALL PERMIT/BID Z v DATE PROJECT MANAGER QZ 02.28.14 SO � ; 4 ,- H PROJECT NUMBER SHEET NUMBER o 126250 a� SCALE T- 1 A ii 1/8 =11.011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 D - �� t�t AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK • rn".a 1949 o a o 0 99 7 fJ _ OF � OPEN TO ' 1 --� BELOW f O--j i�'t t— � }—� {3 j •I"_'• ^-iti.s� 1--- X.-✓ ...X.' } .: --.. r--'� MSF RM OCC #;i I \.JCf LXJ V[! .t } {v -} I E 1: MSF RM OCC l i 3 { 1 67 5 iT' ;{ { t� { 1921 E TWF i a i i { _ lRM 0 �j'J 144 B ,_; L _ x ( �; -# `104 Brti 174 12 1 0 0Ankrom Moisan [ L-47 ! I E E AW El 11 Z 0 1 fli 7v__� — 1 , 4 E � 6720 SW MACADAM AVENUE,SUITE 100 0 o �r.� �. .�. � ..... ..� � � � � � � �� PORTLAND,OR 97219 T 503-245-7100 _ 0 0 _ RM OC - V.......A ' ff + _ : nM 117 SOUTH MAIN STREET,SUITE 400 C � ROOM SF RM oa __�4 ' 1 15 _18.- 252 A 231 16 117 8 SEATTLE,WA 98104 214 14 1 { ng F 815 54 1 1 g I ( i f�� 1 15 B ' T 206-576-1600 2 15 B f'" r t `1 0 ANKROM MOISAN ARCHITECTS,INC. El 1 1 ...., B FEC ,...r► Roots sF nM occ �� 62 4 Pill 15 B EC E ___ 111 I ' m occ 280J�0�ROOM SF ,—L { i {JI I { �� \\� 513P ROOM sF RM816 $ 512 9! IEXr5' OU } 100 B 144 - ` Q }• 'Yc - f 2,( I! —...J i__5 `�/^ 'AY`" £ X \'. J ' :K - I 1.,51 RM OCC CC �-- J I { i I i 3 , 144 B —:Fy � �;� {: ,� �.,�; � ,� E r=te ► �� ,"4 � � _J L__ ? TO . E EGRESS PEAK BUILDING A - SECOND FLOOR T-1 1/8"--1'-0" J N LIFE SAFETY SUMMARY wLU CA 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.)THE z Q z LENGTH OF A COMMON PAH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B,F, 0 ANDS, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS O W EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED J � IN ACCORDANCE WITH SECTION 903.3.1.1 kb kb 0 COMPLIANCE:MAXIMUM PATH OF EGRESS.TRAVEL- 80'-0" ~ In 0 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED �' N ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, < MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE U F_ TOAN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) COMPLIANCEWAXIMUM TRAVEL DISTANCE- 149'-0" vWi REVISION DATE REASON FOR ISSUE CL 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) Lu TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE >_ PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,(SEE gTABLE 1015.1) N COMPLIANCE:EXIT DOORS REQUIRED- 2 U- COMPLIANCE:EXIT DOORS PROVIDED- 3 o - TWO EXITS SS DOORWAYS.(SECTION 1015.2.1,EXCEPTION co 4 WHERE A BUILDING IS EE UIPPED THROUGHOUT WITH AN AUTOMATIC 2) EGRESS PLAN SPRINKLER SYSTEM IN o Q RDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPERATION DISTANCE OFOTHE EXT DOORS OR EXIT ACCESS DOORWAYS SHALL SECOND FLOO R C'4 NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL ,r r DIMENSION DIMENSION OF THE AREA SERVED. a N COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 84'-0" COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 161'-2" r PERMIT/BID uj o� - acd Z DATE PROJECT MANAGER <Z 02.28.14 SO �Z - 0 PROJECT NUMBER SHEET NUMBER F— o 126250 - SCALE T- 1 . 2 °s 118„_1 ,_0„ INCLUSIVE OF ADDENDUM #001 & BID RFI #001 411.` p AREA OF WORK A RK ARE F AREA OF WORK 0 WORK OF •-� O t _ . --� ' R t IA . -- --- R R R 1 I R 6720 SW MACADAM AVENUE,SUITE 100 1 1 -- PORTLAND OR 97219 -±`- -----, �4----a t J 'L AR R T -- i_== I T 503-245-7100 --- Rn ! I 117 SOUTH MAIN STREET,SUITE 400 tM 4 8 t ' SEATTLE,WA 98104 I'Off T 206-576-1600 0 ANKROM MOISAN ARCHITECTS,INC. i i I F F E3 �-- — � -------- e =__,,��---------- �/► tt II !I clo II III Rki �„ I I III !I R R ----------1Uy----IL---- Fo F------ ---- �� I R-{�}�1�' R L----------- / ---- R{f�U (D(D 4 R II I;(f�R ' ' RR II II R Rte! It ' R-4f ' c R 1 It----------=------------ME_=__ �i ' R ------------------i-r--- ` a t �R �\ alr 4 R ._;,I it ' tl U ii 4i it it tR n 1 . E4 R f R I'd L,) fl ��/ R1�I R ti R =�I Ii�� R it F-�� tR 13DEEZ O tl DEMOLITION PLAN - BUILDING A - FIRST FLOOR T-2 1 1/8"=l'-O" Q. z DEMOLITION PLAN KEYNOTES DEMOLITION SCOPE DEMOLITION PLAN SYMBOLS QDEMO VCT FLOORING IN THIS ROOM OR AREA REMOVE BASE,PATCH WALLS AS DOORS RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED.REUSABLE EXISTING WALL N REQUIRED,NEW BASE. 1. PARTITIONS, - MATERIALS TO BE RETURNED TO BUILDING STOCK. m N DEMO POWER/DATA FLOOR MONUMENT,INFILL FLOOR TO MEET CODE. ————= WALL OR ITEM TO BE REMOVED Lt1 - 2. REMOVE ALL POWER,SIGNAL,SWITCHING&OTHER WALL MOUNTED DEVICES FROM WALL TO BE DEMOLISHED —— — — W > • � DEMO SINK AND FAUCET. BACK TO SOURCE. 'z Q 0 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF O WORK.PREP TO RECEIVE NEW FLOOR FINISHES AS GLASS RELITE O DEMO CARPET,PREP FLOOR FOR NEW HARD SURFACE FLOORING,SEE FINISH SCHEDULE. INDICATED ON FINISH PLAN. u NOT USED 4. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. KEYNOTE Q 0 - to p O NOT USED 5. EXISTING ABOVE CEILING HOT WATER HEATERS TO REMAIN,REPLUMB TO NEW SINK LOCATIONS. DUPLEX OUTLET TO BE REMOVED CL M - N Q 7� NOT USED 6. REMOVE EXISTING CABINET PULLS FROM MILLWORK CABINETRY SCHEDULED TO REMAIN AND REPLACE WITH PHONE 1 DATA OUTLET TO BE REMOVED N SALVAGE WALL MOUNTED,BATTERY OPERATED PAPER TOWEL DISPENSER AND WALL NEW PULLS-SEE FLOOR PLAN FOR NEW PULL SPECIFICATION. ;�)[ 7= FLOOR MONUMENT TO BE REMOVED 8O MOUNTED 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 FRP WAINSCOT AND REPAIR WALLS AS REQUIRED. 8. ALL CEILINGS,CEILING TILES,LIGHT FIXTURES TO REMAIN.RELOCATE OR PROVIDE NEW TO REFLECT DESIGN REVISION DATE REASON FOR ISSUE 10 REMOVE COAT RACK/SHELF/DOOR/WALL-PATCH,REPAIR WALLS AND CEILING. INTENT ON REFLECTED CEILING PLANS T-4.1 AND T-4.2. ABBREVIATIONS S 11 NOT USED 9. SALVAGE ALL DOORS AND HARDWARE WHERE DEMOLISHED FOR REUSE. DOOR FRAMES TO BE NEW TO MATCH R REMOVED TENANT STANDARDS AT ALL NEW OPENINGS.INCLUDE TOTAL NUMBER OF REUSED DOORS AND HARDWARE SETS IN BID PROPOSAL - 12 NOT USED n REMOVE EXISTING TV AND BRACKET,PATCH WALLAS REQUIRED.RETURN TV AND 10• REMOVE AND DEMOLISH ABOVE CEILING COLD WATER CHILLER THAT SERVICES PANTRY SINK WATER DISPENSER 00113 BRACKET TO TIGARD FACILITIES, DEMOLISHED ELECTRICAL NK LOCAT , AND TO SOURCE.CHILLER LOCATED ABOVE CEILING NEXT TO WATER HEATERS AT ALL o 14 NOT DEMOLITION 0 PLAN 1s NOT USED _ FIRST FLOOR - oN PERMIT/BID 4, a° FV-.. DATE PROJECT MANAGER <0 02.28.14 50 W-',� PROJECT NUMBER SHEET NUMBER o 126250 Lu fl SCALE T-2 * 1 118"-1 1-011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK '� o a o fir'' »mss F �J' , fJ I, FI, I t 111 IE tII - 1 OPEN TO BELOW t R{�L ---� t.�-tl R # R �� - �syRr t I# ## RVPM tl i t In IN to oil RR R 6720 SW MACADAM AVENUE,SUITE 100 r --------------_____ -----�_ r�T------------------- r------------------r----T------- PORTLAND OR 97219 R # 'R T 503-245-7100 R i# 4 i i 4 t 1 O R 117 SOUTH MAIN STREET,SUITE 400 R+�i ' SEATTLE,WA 98104 R t t I I T 206-576-1600 i R R R/��r riii 0ANKROM MOISAN ARCHITECTS INC. _ -----------------� z---____ RR � � � � � �� sir � � ter/► IL 0 oO o DEMOLITION PLAN - BUILDING A - SECOND FLOOR T-2 1/8"=l'-O" Q Z - d J " = m m N 1 L1J n Cn z Q Z O 0 W Ln m � ©C N e-- Ir vWi REVISION DATE REASON FOR ISSUE 2 a W W W o . DEMOLITION Ln PLAN r SECOND FLOOR F h n tf'y J Qf m tn PERMIT/BID U. Za ui V DATE PROJECT MANAGER a z 02.28.14 SO 40 PROJECT NUMBER SHEET NUMBER LuF a 125250 SCALE T-2 * 2 s tIi1 !-Off 1/8 O. INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK ! ! � MEMNON CONE ROOM 1940 A1.2301`'4 I OF o I N I I � 29 I � g 1 II STORAGE I 8'-4" 9'-1 I23 A1.235 A I g N N HUDDLE I A1.550 °° (D+38 I - " N 29 B BR I23 I EQ �= EQ b 7 314 9-4* �.... �. �.. ..� ! ! i ! �� ! ! ! ! ! - CONF ROOM 29 B " COPY/PRINT ALIGN CLR 6720 SW MACADAM AVENUE,SUITE 100 A1.110 I I 11 N FEC 7'-1 1" Re- FEC co CONF ROOM FEC I ul PORTLAND,OR 97219 I A1.240 10 +4 E5 T 503-245-7100 6 t 4x 9 _ _ ka� MEMO ® I HUD D 117 SOUTH MAIN STREET,SUITE 400 23TOM a rA1.540 N 14 4 *0# 1 N+38� +38 COFFEE LOUNGE E4 SEATTLE,WA 98104 ! .� �� v� 19 N g A1.641 13 42 E2 T 206-576-1600 t9 3 Et 0 ANKROM MOISAN ARCHITECTS,INC. ❑ ❑ 8 d 8 1 0 T-5.3 N FEC MOTHER '-6" 9'-4" FEC ! !rr ! ! M ! ! ! ! �� ! �r/r I RM CLR A1.490 ALIGN ALIGN Rom mom IFECT-5.3 CORRIDOR 15 CONF.ROOM A1.70016 '+0 o o ( 0 Q A1.710 A1.720 Cf B Cf CONF.Rnot INTERNET2 V1123 N 9 A1.491 N I T-5.3 MEN WOMEN 9'-9" 8'-6" -R B 23 EQ EQ N T-5.3 N - 24 `� ! .... ! ��. ! ....■ ! ! ! �� z I FEC A I W a J 29 -' 29 724� ! I A10BBY 600 1.6 1.608 lqp(E)RWEF + — +42 A N N N A w I 11 4 CLR O 1.607 3 1.6078 B B N184 DED B ALIGN 4'-10" 4'-10" 18'-7" 8'-4" IN� r" N +67.5 33 STORAGE AV CLOSET N bED A1.607C 1.607E I i N ED 20 DED N LUNCH ROOM IN ED-91\DN A1.607 I N ED s N 30 - �/L N� NELT_ N I J 32� 32 32 32 3�2 � - GRAB&GO Cy,2 +72 +72 +72 +72 A1.608 1,608 N N N N N N N N N N o a a in 10-1 114 +1- 4mmm ! ! mommom MEMNw ! i MEMNON ! ! ! ! !ice ! ! unrr► FLOOR PLAN - BUILDINGA - FIRST FLOOR �3 1/16"=1'-0" FLOOR PLAN KEYNOTES FLOOR PLAN KEYNOTES FLOOR PLAN SYMBOLS FLOOR PLAN GENERAL NOTES z_ 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. NEW 48"X 48"CLEAR GLASS,TEMPERED WINDOW.BUILDING STANDARD FRAME.SILL @ 36"AFF. 21 NOT USED EXISTING WALL lL-ll PROVIDE BUILDING STANDARD BLIND. 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 NOT USED 22 CONSTRUCTION. 2O HEIGHT.PROVIDE BACKING IN WALL INSTALL TENANT PROVIDED MOUNTING BRACKET.TVs Q 1 m PROVIDED AND INSTALLED BY FACILITIES. NEW NON-INSULATED PARTITION WALLTO CEILING GRID T-51 m N 23 PROJECTION WALL SURFACE:KEEP WALL CLEAR FOR PROJECTION,DO NOT INSTALL ANY DEVICE, A NEW WOOD BENCHES.PROVIDED BY TENANT,FURNITURE VENDOR TO SECURE TO THE FLOOR TO O SWITCH,SIGNAGE,ETC.ON WALL. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH,LEVEL 4 FINISH PER AWCI STANDARDS. PREVENT MOVING. L.lJ j APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR TO FINAL FINISH COAT TO SUPPORT COUNTER WITH SURFACE MOUNTED BRACKETS AT EXISTING WALL.PAINT BRACKETS AND MINIMIZE SURFACE TEXTURE VARIATIONS U.N.O. NOT USED 24 SCREWS TO MATCH WALL NEW INSULATED PARTITION WALL TO CEILING GRID. 2 ., Z - SOUND BATT INSULATION ABOVE GRID,48"ON BOTH T-51 z = 0 4. ALL POWER/SIGNAL OUTLETS SHOWN ARE EXISTING TO REMAIN.NEW POWER/SIGNAL OUTLETS INDICATED 25 NOT USED SIDES OF WALL B O � w WITH"N". O NOT USED J l0 � 26 WOOD SLAT WALL MOUNT TO EXISTING WALL,SEE ELEVATION. NEW INSULATED PARTITION WALL TO STRUCTURE.SOUND 0 5. SALVAGE EXISTING SIGNAGE AND BULLETIN BOARDS FOR RELOCATION,TENANT TO DETERMINE NEW 3 Q NEW ADA SINGLE BOWL S.S.SINK:JUST MANUFACTURING,SL-222.5-A-GR.NEW ADA FAUCET:DELTA BATT INSULATION ABOVE GRID,4$"ON BOTH SIDES OF ' LOCATIONS. 100LF-HDF,CHROME FINISH. 27 NOT USED C WALL M N < 6. NEW BUILDING STANDARD BLINDS IN ALL NEW RELITES. 7O NOT USED 28 NOT USED GLASS RELITE U N 7. PROVIDE Z-DUCTABOVE CEILING PLENUM RETURNS AT ROOMS ENCLOSED BY WALL TYPE C,WALLS TO OFFICE ROOM NAME %_ ~ STRUCTURE. ALTERNATE:PROVIDE SEPARATE COSTS TO CONSTRUCT HUDDLE ROOM INCLUSIVE OF MEP COSTS. 29 WALL COVERING WC-1:MAGNETIC,WHITEBOARD FINISH. 100 ROOM NUMBER 8. OUTLETS WITHIN 3'-0"OF A WATER SOURCE TO BE GFCI. PROVIDE FLAT EIRE WITHRPET CONFERENCE E&DATA AT NCS ROOM FLOOR IN CENTER OF ROOM.SPEC:TE CONNECTIVITY, 30 PROVIDE DOUBLE GANG"JUNCTION BOX WITH 2"PATHWAY TO CEILING PLENUM. KEYNOTE 1479050-1< 10 WOOD SLAT WALL ROOM DIVIDER.SEE DETAIL 9,SHEET T-5.1. 31 NOT USED uj REVISION DATE REASON FOR ISSUE _ T INTERIOR ELEVATION REFERENCE CL FOR > 11 NEW FIRE EXTINGUISHER CABINET,SEMI-RECESSED,BUILDING STANDARD. 32 TOTAL NGLu ALLUNTED APP90XIMATE 55"LED DISPLAY, LBS.COORDINATE WITH AVVIDE IN-WALLORT VENDOR (SPLAYS AND MOUNT �j T DETAIL OR SECTION REFERENCE S 12 DEDUCT COST:DELETE CHAIR RAIL CR-1 AT WALLS WHERE SCHEDULED ON FINISH PLAN. 33 VTC CAMERA,COORDINATE WITH AV VENDOR.. REMOVE DRYWALL ON INTERIOR(ROOM SIDE OF WALL)AND EXTEND FRAMING TO STRUCTURE \A WALL TYPE p 13 NEW REFRIGERATOR,GC TO PURCHASE&INSTALL SEE APPLIANCE SCHEDULE. 34 ABOVE.REBUILD WALL TO MEET REQUIREMENTS OF PARTITION TYPE C. 14 PROVIDE A"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 o UNDER CONFERENCE TABLE. >� DUPLEX RECEPTACLE FIRST FLOOR N 15 APPLY WINDOW FILM TO ENTIRE RELITE FOR PRIVACY,3M DUSTED CRYSTAL 36 NOT USED � 4-PLEX RECEPTACLE . p 16 MOTHER'S ROOM:NEW P-LAM COUNTER&4"BACK SPLASH WITH SIDE PANEL.EXISTING UNDER 37 NOT USED Q VOICE!DATA OUTLET - COUNTER REFRIGERATOR TO BE LOCATED BELOW. F FLUSH FLOOR MONUMENT-POWER/DATA 17 NOT USED ;;R� FLOOR MONUMENT FOR FLAT WIRE-POWERIDATA o a 18 NOT USED —--_= U.L.LISTED FLAT WIRE PERMIT/BID u- EXISTING P-LAM CASEWORK:PROVIDE NEW P-LAM COUNTER TOP&BACKSPLASH, PL-2. REPLACE Q JUNCTION BOX �, oc 19 HARDWARE PULLS WITH HAFELE,117.97.461,STEEL,FINISH:MATT CHROME,ON UPPER&LOWER Q COAXIAL FOR TV Z U CABINETS. ABBREVIATIONS DATE PROJECT MANAGER uuj 20 PROVIDE(1)%"WATER LINE W/SHUT OFF FOR GRAB&GO EQUIPMENT.DRAIN NOT REQUIRED. N NEW O2.2H.14 SO Z COORDINATE LOCATION WITH VENDOR. RL RELOCATED PROJECT NUMBER SHEET NUMBER uj +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 126250 0 DED DEDICATED SCALE T-3 * 1 a g GFCI GROUND FAULT CIRCUIT INTERRUPTER 1/8"='{ -(�1' INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK 4- FIf aAREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK • Ti l—roi LL aDi 4F 4 12 I = C OPEN O 12 'co ' BELOW I � I 1Lk 12 � � - HUDDLE _ 12 N EQ x EQ - - - - 10 AL A krom Mo,isan I LARGE CONF ' f ALIGN � 3 .-� �— '�'� "� — — � — — ..� ...." — — — � �� 9'-2" 6'-8" 15'-0 i/4' 9'-8" Z +38 A2.100 9'-8' 14'-0" CLR ALIGN S7 N .100 ALIGN 10 FE) �""� Q B N 6720 SW MACADAM AVENUE,SUITE 100 EC ' LOBBY B PORTLAND,OR 97219 - ' A2.600 0 5 e--_ N Et HUDDLE N T 503-245-7100 1 N 13 4 N A2.575 +38 B 117 SOUTH MAIN STREET,SUITE 400 a FCrffI2 A D D. COPY/ COPY/ ED A T-5.3 14 GFC E2 ' T-5.3 �� HUDDLE PRINT E4 N g HUDDLE SEATTLE,WA 98104 ' i4 PRINT ' r N A2.640 N +38 COFFEE LOUNGE GFC N+38 A2.595 T 206-576-1600 12 E4 +42 COFFEE LOUNGE N A2.135 A2.500 A2.650 6 I 33 35 ' FC1 6 A2.130 +38 NN � ON 38 N ED C_�+40.5 O FEC ALIGN B 1 p +42 ^ Ln B ' ANKROM MOISAN ARCHITECTS,INC. - N N NFCI2 D D. oCa E3 ® E3 Di E3Ln Ln FEC 10 .x, �"�� — ��'► 13'-4 1/4' 9'-8" TAg/c • C ALIGN 34 9'-8" 12'-8" 15'-10' ( 5 ALIGN ALIGN -�� J 26 T 5.3 26 �� w� - - �� r� �� - �� rr�o► iw�� rri �� ALIGN � FEC �+l � - X44 i- I � I MEN OWOMENL�_J FEC N 11 o a o a /'003 FLOOR PLAN - BUILDINGA - SECOND FLOOR V T-3 1/16"=1`-0" _ ��rr�� VARIES DOOR AND FRAME NOTES z � 1. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE. FULL LITE W/ DOOR SCHEDULE WOOD TRIM DOOR FRAME 'J 2. DOOR FRAME-MATCH TENANT STANDARD,BLACK TIMELY TO MATCH ��<2`�q I I oy DOOR SIZE j m N 0 r4 3. DOORS-MATCH TENANT STANDARD,CLEAR FINISHED MAPLE-PLAIN SLICED PREMIUM GRADE. -o -o �4�Ca i N � ce W r*-. a ena z W > 4. HARDWARE-MATCH TENANT STANDARD,SARGENT,10 LINE,LJ LEVER STYLE,SATIN CHROME I N F z Q Z Q< < F z PLATED 26D/626 FINISH. I o _ ° ¢ z a z a t� 5. 20 MIN RATED DUTCH DOOR TYPE DOOR TYPE DOOR TYPE DOOR z 3 z I- LL w 2 LL DETAILS NOTES -MAXIMUM 1/8"CLEARANCE BETWEEN TOP&BOTTOM LEAF. �=� B C�POCEET DOOR A1.235 3'-011 7'-0" 1-1/2 A WOOD CLR IMELY BLACK 3 ...I cD 0-LEAVES TO BE SELF LATCHING-LEAF TO LEAF AND LEAF TO FRAME. A1.240 3'-0" 7'-0" 1-1/2" A WOOD CLR IMELY BLACK 1 Q ` -WOOD SHELF BETWEEN LEAF OR OVERLAPPING ASTRAGAL AT BOTTOM RAIL OF TOP LEAF. A1.540 3'-0" 7'-0" 1-1/2" B WOOD CLR TIMELY BLACK 1 8"RELITE DUTCH DOOR A1.550 3'-0" 7'-0" 1-1/2" C WOOD CLR IMELY1 BLACK 5 a m 6. STOREFRONT-PROVIDE BUILDING STANDARD MANUFACTURER,KAWNEER.MATCH EXISTING 4�-0 4'-0" A1.607A 3`-0" 7'-0" 1-1/2" B WOOD CLR IMELY BLACK 9 4"RELITE N PROFILES AND FINISH. A1.607134-01 7-0 1-1/2" G WOOD CLR IMELY BLACK 10 u r A1.607C 4'-0"17'-0' 1 -1/2" G WOOD CLR IMELY BLACK 10 g� A1.608A 3'-0"171-0" 1-1/2" E WOOD CLR IMELY BLACK 9 SHELF �Q� S "' A1.60813 3`-0" T-0" 1-112" E WOOD CLR IMELY BLACK 1 LOSER HARDWARE GROUPS GROUP 6-INTERIOR LOCKING-DUTCH DOOR-RATED A1.608C 3'-0" UL 1-1/2" A WOOD CLR (E) (E) 9 20 E) FRAME TO REMAIN,NEW DOOR TO ACCEPT HT. MIN EW HARDWARE 2 PAIR BUTTS-41/2" '°°'" A1.720 3'-0" T-0" 1-1/2" A WOOD CLR IMELY BLACK 1 REVISION DATE REASON FOR ISSUE _ GROUP 1 -INTERIOR PASSAGE LEVER LOCKSET-"ENTRANCE"TYPE Q- SELF-CATCH LATCHING DEVICES EACH LEAF A1.710 3'-0" T-0" 1-1/2" A WOOD CLR IMELY BLACK 1 ui 1 1/2 PAIR BUTTS-41/2" FLOOR STOP A2.100A 3'-0"17'-0" 1-1/2" E WOOD CLR TIMELY BLACK 9 ? LEVER SET,"PASSAGE"TYPE GASKETTING A2.100B 3'-0" 7'-0" 1-1/2" A WOOD CLR IMELY BLACK 9 SLEOR NCEROP A2.500 3'-0" 7'-0" 1-1/2" B WOOD CLR IMELY BLACK 1 8"RELITE - GROUP 7-STOREFRONT LOCKING-PAIR TYPE DOOR E TYPE DOOR F OR TYPE DOOR A2.575 X-0" 7'-0"11-1/2" B WOOD CLR IMELY BLACK 1 8"RELITE U- 21/2 PAIR BUTTS-41/2"EACH DOOR l;l-� 0 GROUP 2-INTERIOR LOCKING-OFFICE STOREFRONT A2.59513'-O' 7'-0"11-1/2"1 B WOOD CLR IMELY BLACK 1 8"RELITE 1 1/2 PAIR BUTTS-41/2" EXIT DEVICE ON INTERIOR SIDE,U-SHAPED PULLS ON EXTERIOR SIDE I LEVER LOCKSET-"ENTRANCE"TYPE CLOSERS FLOOR STOP FLOOR PLAN o Ln SILENCER GROUP 8-INTERIOR LOCKING-CARD READER SECOND FLOO R, I PM ENT / APPLIANCE SCHEDULE E GROUP 3-.INTERIOR LOCKING-STOREROOM DOOR SC H E D U LE >- 1 1/2 PAIR BUTTS-41/2" 1 ELECTRIC TRANSFER HINGE LEVER AIR BUTTS"STOREROOM"TYPE LEVER LOCKSET-ELECTRIFIED LOCKSET TYPE OF PURCHASED INSTALLED LEVER CLOSER TAG DESCRIPTION MANF. MODEL FINISH. CONNECTION VOLTAGE PLUMBING BY BY EMARKS FLOOR SILENCER CLOSER COORDINATECARD READER INTERFACE WITH TENANT SECURITY v m SILENCER VENDOR E7 REFRIGERATOR GE GDE23ESESS S.S. DUPLEX RECEPT. 120v,60Hz, I SA ONE GC GC OFFEE LOUNGE COLD WATER LINE, PERMIT/BID N w GROUP 4-INTERIOR PASSAGE WITH PRIVACY LOCK ROYIDE HUB DRAIN FOR 11/2 PAIR BUTTS-41/2" GROUP 9-INTERIOR PASSAGE-EXIT E2 CE MAKER-SMALL COUNTER TOP HOSHIZAKI DCM-2708AH S.S. DUPLEX RECEPT. 115v,60Hz, 15A GC GC OFFEE LOUNGE CE MAKER CONNECTION oG LEVER SET-"PASSAGE"TYPE 1 1/2 PAIR BUTTS-41/2" O SANITARY BELOW SINK z< PRIVACY LOCK EXIT DEVICE ON EGRESS SIDE,PASSAGE LEVER ON ENTRY SIDE. E3 CE MAKER-COMMERCIAL HOSHIZAKI DCM-500BAF S.S. DUPLEX RECEPT. OLD WATER LINE EXISTING FACILITIES UNCH ROOMS,26"W x 46"H x 22.5"D �=- CLOSER CLOSER /4"WATER LINE WITH DATE PROJECT MANAGER 4 z SILENCER SILENCER E4 OFFEE MACHINE ARAMARK BLACK DUPLEX RECEPT. HUT OFF EXISTING FACILITIES OFFEE LOUNGE/LUNCH ROOMS 02.28.14 SO 0 E5 11CROWAVEVARIES VARIES VARIES DUPLEX RECEPT. VERIFY ON SITE ONE EXISTING FACILITIES OFFEE LOUNGE I LUNCH ROOMS GROUP S-POCKET DOOR GROUP 10-INTERIOR LOCKING-PAIR E6 ATER FILTRATION SYSTEM EVERPURE - _ QLD WATER LINE EXISTING GC OFFEE LOUNGE I LUNCH ROOMS PROJECT NUMBER SHEET NUMBER E- 21/2 PAIR BUTTS-41/2 EACH DOOR HEAVY DUTY COMMERCIAL GRADE POCKET DOOR TRACK LEVER LOCKSET-"STOREROOM"TYPE w TIMELY ALUMINUM P-SERIES POCKET DOOR TRIM KIT SILENCERS 126250 HAFELE DOOR PULL#117.05.610 SCALE T-12 1/8 INCLUSIVE OF ADDENDUM #001 & BID RFI -#001 x F . _ AREA OF WORK AREA OF WORK AREA OF WORK . � leee� --T .-►+rrt tsssTr- »Mrssa rvra.si trrr.s r-.-.--7-.-:--.m.- e �..e r_ �es:s'® .s. .� 1_ _ ; • './ry` Y" i si41? 4 ...................... .................. .... ............. Q F d 1" . - . . .. . . . . . .. . . . . .. . . ....... .... ... .... .. . .. 1__ _*-_____-_ _-_._--__._ ----.---.-. . .. .. .. . .. .. . . ... . . . . ... ... .. . ... ... . .... .. . ... .. ....... . .- - -. . . . . . .. . . ....... . .. .... ... ... ..... ......... ......... ......... .......... ......... ......... ......... .:....:.. ::'...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ......... .......,. .......... .............. ....................... .......... ......... ......... ......... ..... .. ......... ......... ......... .......... ......... ......... ......... .......... ...... .. .....,... .......,. ......... ...,..... ......... ....,.... ,........ ......... ........ ......... ......... ..I...... ........, ..... ......... ......... ......... ......... ...•..... ......... ......... .,....... ......... .,....... ....,.... ......... ....,.... .,...._. ......... ......... ...,..... ......... .......,. ......... ......... ....... ......... ......... ..,..... ... .. :.•........... ........................ .......... ......... ......... ......... ...... .. ......... ......... ......... .......... ......... ......... ......... .......... ...... .. ......,.. ......... .......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... .... ......... .......... ......... ......... ......... ....•••:, :,,... ..•::•.::. ::::::. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ .,....... ......... ........ ....... ......,.... ........................... .......,. ......... ..,...... ......... ..... .. ......... ......... ......... ......... ......... .......... ......... ......... ,.... .. .......... ......... ......... ....,.... .......,. ......... ......... ......... ........ ......... ......... ......... .......,, .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ........ _ .................... ............................ ......... ......... ......... .,.....,. ..... .. ......... ......... ......... ......... ......... .......... ......... ......... ..... ,.. .......... .......,. ......... ......... ......... ......... .......,. ......,.. ..... .. ......... ......... �: �1 . 1. ...H' 4 A rr t• } .•�:• .4y,..y s. ,i , T7 fir: ::.:.•i.:': ,- ,- A1.5 0 ... :: 5 ... .. .. .. .,..... .. ti. ~f.~ ..... ... .... ..»...... ......... ....::. . R R . N �.: F C N RO M fir :•. :•;;;;;;;:: �� A��Q 0(S�3C1 A1. 5 A t. 1 ., n EQ 6720 SW MACADAM AVENUE SUITE 1 0 - R 0 PORTLAND OR 7219 9 d T503-245-71 ..... ......... ......... ......... ......... ....... ......... .,....... .......,. ..,...... ......... ....... . .744 00 1. R - 4N 2 r 11 SOUTH AI 7 S U H M N STREET SUITE�• 7 N.Ili 7 r U 400 SEATTLE WA 9 104 r: 2 s R M T 206-576-1600 t: 7 r- r R N �N R �N ® NK A ROM MOI NAR ARCHITECTS,INC.::::: SA C : e-` e w } .:• .1' ;: ;;n;:.;ri;;i::iii,i;�;ri•:,�,;,r.:rn;;r•..,,n,,,,,.:tr,,,n,r.. . Al 7 9 N . 00 1 R : tt . R R ':� 1';• :: N C NF.RO M �n 1 - 1 NF. RO M A1.710 R R ,,;; ;;,::;: :�:,:::::,;;;,t::;;:,;,;:;: - 9 . - R ___ LOBBY R :' A1.600 0 ii N N 11 R R •:I 11 R •:'� R R ':� G RAB &GO A1.608 R �.. 1 R R H LU C RO M = .. I",.. ........ ........:.. ... . ......... ......... ......... ... .... ........ ....... ..... ......... ......... ......... .******** 11 I * *,***** *11*1 ... ....... *.. . --*--------------- :------'8:.-:............ ... .... :'� i 1 1 3 it �� II R R 11 R I- 11 .---*.*-a I " — EK II :' u R R R - I R R R i I _ ) �� .�� r� �� w� � � � � � � � � � � � � � � � � � ■ter � n � � � � � �w� I rlo****N REFLECTED CEILING PLAN — BUILDING A -- FIRST FLOOR T-4 1/8"_1.0" '� -V _ - 0 z REFLECTED CEILING PLAN KEYNOTES - REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN SYMBOLS 0 ODEMO RECESSED MOTORIZED PROJECTION SCREEN&WALL SWITCH,PATCH/REPAIR $ SWITCH 'J CEILING AS REQUIRED. 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. DIM ...� $ SWITCH WITH DIMMER � m . _ ONEW LED PENDANT FIXTURE:CONTRAST LIGHTING,MISTRAL, PD104BRCOMIS4A-27.GLASS 3 . SHADE,SMOKED BLUE,CLEAR:MISBLSC. 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.Q. $ THREE-WAY SWITCH � (N PROVIDE MECHANICAL ENGINEERING FOR LARGE CONFERENCE ROOM.AT MINIMUM, $Ds OCCUPANCY SENSOR W Cfl . QPROVIDE DEDICATED VAV FOR ROOM,SIZED TO ACCOMMODATE OCCUPANT LOAD AND AV 3. REPLACE CHIPPED,POORLY CUT OR DAMAGED CEILING TILES IN AREAS OF WORK. Z Q ON - LOADS. PROVIDE THERMOSTAT IN ROOM. EXISTING 2'X 4'LAY-IN FIXTURE = C� . 4. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AD MOTION f_ U a NOT USED DETECTORS AS NECESSARY.CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING - al LU OWNER AND TENANT PRIOR TO DEMOLITION. NIGHT LIGHT/EMERGENCY CIRCUIT _j ll� w 0 RESWITCH ROOM WITH EXISTING SWITCH AND FIXTURES AS SHOWN. Q Jew' - _ 5. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. I— V1 0 (D I I CL N < NOT USED FOLLOW NECESSARY CODES AND REGULATIONS. NEWT RELOCATED 2'X 4'LAY-IN FIXTURE m W R < N V 7O NEW 6"FLUORESCENT DOWNLtGHT. 6. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED REMOVED FIXTURE u V_ � - OTHERWISE. . ONEW EXIT SIGN TO MATCH BUILDING STANDARD. � �} PENDANT FIXTURE 7. PROVIDE TENANT WITH AS BUILT DOCUMENTATION/DRAWING AT COMPLETION OF - 9O NEW 6"RECESSED FLUORESCENT WALLWASHERS. CONSTRUCTION. ® EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW.UNITS WHERE d LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. REVISION DATE REASON FOR ISSUE 8. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. a=. 10 NEW DIMMABLE 6"FLUORESCENT DOWNLIGHT. Q RECESSED DOWNLIGHT . . 9. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS r a NEW THREE-WAY SWITCH. EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND U RECESSED WALL WASHER INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE � CEILING DULPEX OUTLET � RECESSED ELECTRIC CEILING PROJECTION SCREEN(DALITE TENSIONED ADVANTAGE DEEMED TO BE EQUIVALENT TO WALLS.) . U- - 12 ELECTROL,16:10 WIDE FORMAT,571/2"H X 92"W)PROVIDED AND INSTALLED BY GC. _ PROVIDE WALL SWITCH LOCATED NEAR LIGHT SWITCH.COORDINATE WITH"VENDOR. ; .• -�' EXISTING GYP BOARD CEILING/SOFFIT 0 10. PROVIDE(5)BOXES OF NEW CEILING TILES PER BUILDING.LOCATIONS TO BE DETERMINED BY % . of CEILING t 3 PROVIDE AND IINSTTALL PTED JECTOR PROVIDED AND INSTALLED BY AV CONTRACTOR.GC TO ROJECTOR MOUNT(CHIEF MODEL#CMA440)AND ABOVE CEILING CAPITAL ONE FOR GENERAL REPLACEMENT OF CHIPPED TILES. REFLECTED o DUPLEX POWER RECEPTACLE FOR PROJECTOR.COORDINATE EXACT PLACEMENT WITH AV � - VENDOR. . ABBREVIATIONS CEILING PLAN 14 NOT USED N NEW FIRST FLOOR R REMOVED �"; RL RELOCATED . 6m PERMIT/BID o� 9LL . a0 . . . Z< . J N DATE PROJECT MANAGER <o 012.28.14 SO Lu PROJECT NUMBER SHEET NUMBER a r � 126250 0 SCALE T-4a1 �� 1/8��_1 �_Of," . INCLUSIVE OF ADDENDUM #001 & BID RFI #001 = ♦TW AT041 Oki �+w.r�rwwr�w wrrw wwMwr�wrwrw rM,MMMriA,fiMih�hMi411rMhMMN MMAM�AM MFAI �•'��•� ___ —7 :��•I� — _-- :— —sires - -- �� -----_--� ---- -- , -- — _ ___ — -- - -- ---- - _ —-- -- — -- - — �� !�! lMnMM'iM'MMMIY1ti,R4M'MYrS,M'r!!'Mri'My1Ml41Af1lrilRM rMM4MY�'14M YM44'M4MYMI MYMMY�MMM'frMMMMV7�Mw1MY'APyMMIM 4YM4M'4YM MrMMMMM4'MY M41PM5tVUMMM lM�1r�kYlMYIM YYYMYY1MM tiMWMYM Ili i }M�MI4MMMriYfM�y444wMMYl tr4'l4MYMw M4YMtiM!'N MIMMYMht/M•/MMARFl► Y- 41 lflMMf�-MMM'lMMww kMMMwMY1Fl YMrMMMWYIlM4Y+w 11YY}M111�MMM�YriYMMyMy11'M tRrrYM�ri MIMYtMMfrFlJri'141AI4M MMMyMMYy17Yr ri� 1110 M101110111MOM ISOF EwaU111110swOm- 111110111110 ISSIF min. IMP i aoaoaoGoo�x, �� —a to—O'.I A►■ 1 i tel■ .IRO . 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UGW11�� W1 ■ ', ■� S � 1►=Aa I"� M11'0 ■�M■ ■►_�_� _ '-ar■ilam,M�■A o1 "� - �■ Imo■ 7M 1101 E --------------- 1010001I ---- -- ■��■��I s awwwwwwww` EIS -----�-W - - .....:..... _��!'��i�� .'� LY =001111M 1010101MOME1111 OUSE117a70f.,;OOOOCt:IO 'u 1fl"� S I' ........u,� ........� I' 11ftle . . ■; lion i Else= I ' so Bonn an mmm 1101110 soms on ' now i t i INS .1 1 M ••• 'III ■I I II 111 IIlI I ,III II IIA 1 . a POWER DRIVEN FASTENER ° • (E)STRUCTURE BRADY SYSTEMS"SLIPTRACK"TOP • TRACK.-SECURE TO STRUCTUR€. - � t1� �►I� - SECURE TO HANDLE APPLIED LOADSSEE SCHEDULES FOR 112"ACOUSTIC SEALANT JOINT, �? — ECURE TO HANDLE APPLIED LOADS —\ ATTACHMENT DEVICES.PROVED \\ SEE SCHEDULES FOR APPROVED ��_ CONTINUOUS METAL J-MOLD EDGE, TYL AT EACH OF � \\ ATTACHMENT DEVICES.COORD. TYPICAL AT EACH SIDE. LATERAL WALL BRACE \\\ WITH AHJ FOR SPECIFIC REQMENTS. UNDERSIDE OF STRUCTURE SAFING INSULATION ABOVE CEILING, \\\ UNDERSIDE OF STRUCTURE LATERAL WALL BRACING 4 FEET Q.C., STOP STUDS(3/4")SHORT OF TRACK ALTERNATE \ ALTERNATEDIRECTIONS DIRECTIONS TO TO ALLOW FOR DEFLECTION EXISTING ALUMINUM WINDOW \\ LATERAL WALL BRACING,4 FEET O.C., ,....__,.,... STRUCTURE PER ASCE SYSTEM ALTERNATE DIRECTIONS PER LL SOUND BATT:THERMAFIBER SAFB SUSPENDED CEILING SYSTEM 7-10 SECTION 13.5.8.1 LATERAL BRACING DETAIL 4 _ INSULATION,TO 4'-0"OF EACH SIDE OF �� " WALL. STEEL STUDS @ 24 O.C.WI GYP. BD. T-5.1 " EA.SIDE. SUSPENDED CEILING SYSTEM 2 2 INCH CLOSURE ANGLE NEOPRENE FOAM TAPE CONT. BETWEEN BLOCKING -•�— FIN.SILL BELOW- _ SUSPENDED CEILING SYSTEM BLOCKS ..--J e NOTE: ALL SILLS TO BE INSTALLED SOUND BATT:THERMAFIBER SAFE BEFORE INTERIOR WALLS. DO NOT T.: NEOPRENE FOAM TAPE CONT, CASING BEAD J INSULATION 1T CUT SILLS FOR MULLION CLOSURES CASING BEAD FASTEN RUNNER TO CLG SUPPORT AT 2 (1) LAYER OF TYPE 'X'GYPSUM BOARD Pj( ORWALL INTERSECTIONS. IQtcC� FEET O.C.THRU NEOPRENE BLOCKS _ ON EACH SIDE OF STUD FASTEN RUNNER TO WALL TOP TRACK AT SOUND BATT:THERMANBER SAFB kn 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 w SCHEDULE FOR GAGE,SPACING,AND EXISTING SILL STUD. PORTLAND,OR 97219 GYPSUM BOARD HEIGHT T 503-245-7100 GYPSUM BOARD METAL STUDS,SEE SCHEDULE FOR T 1 Q+A METAL STUDS, SEE MTL.STUD SCHEDULE 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 10 PIN W/1 1/4 INCH EMBEDMENT AT 4 TO WINDOW. T 206-576-16p0 T-5'1 FEET O/C MAX INTO DECK. PARTITIONS ®ANKROM MOI5AN 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 - 1 PARTITION WALL TO GRID z PARTITION WALT TO GRID 3 PARTITION TO STRUCTURE. 4 WALL LATERAL BRACING 5 WALL AT WINDOW MULLION 1 1/2"-1'-0" Tt_WALL TYP ANON INSULATED TO GRID 1 1/2"—V-0" T►_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 METAL STUD TABLE-MAX WALL HEIGHT U240 I 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 I I PERPENDICULAR WALL TUBE,AT 48"O.C. COMPOSITE SECTION NON-COMPOSITE SECTION OPPOSITE CORNERS SECURED TO I I SHEET VINYL OR DIRECT GLUE 25 362 S 125-18 16" 14'-4" 12'-6" STRUCTURE S3"x6"xl "METAL HOP WELDED TO PLATE VCT FLOOR CARPET 3 5/8 " r " r " TWO(2)MAIN 24 13-5 10-10 RUNNER LIGHT I I OF TUBE.SECUE TO FLOOR 20 362 S 125-33 16" 16'-5" 15'-6" CLIPS AT OPPOSITE W.EXPANSION BOLT OR 24" 14'_9« 13,-6" I I 6" 25 600 S 125-18 16" 19'-9" _ CORNERS i I STUD. 24" 16'-9" 20 600 S 125-33 16" 24'-6" 23'-1-10 24" 21'-7" 20'-10" COMPRESSION POST AT I I / 112"THICK WOOD 12 FEET O.C.EACH WAY. I I I ( _ "BATTONS",VG FIR AT 2 ,3" VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) c o 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. I I GANG ENDS.CLEAR FINISHSECURED I TO H.S.S.AT RANDOM 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM I I a SPACING.(SEE ELEVATION) BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C.MAX. I --- SHEET VI YL/VCT TILE 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE.PROVIDE / I I o NOTE: BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION HANGER WIRE AT 450 ' RAW STEEL PARTS TO BE VALUES. FOUR WAYS \ ? ° CLEANED AND FINISHED ADHESIV = Q WITH FLOOD BRAND CARPET CEILING WIRE ATTACHEMENT I I U �- o "PENETROL.MAT CONCRE E FLOOR SAFETY WIRE ATTACHED TO � p MAIN RUNNER m ~ O ^ POLYURETHANE TOP COAT CONSTRUCTION TYPE FASTENER CEILING GRID FIXTURE HOUSING, �/ -� I I 0 3 0 ''� -- WOOD 1/4"X 3"SCREW EYES WRAPPED AROUND FIXTURE I I Y cce o TRANSITION STRIP HANGING WIRE MIN. FOUR ( I oc = _ STEEL DECK PRE-DROP WIRES,CMI DC1 OR DC 2 1/4" TIMES.SECURE AT DIAGONAL I I 0 U ~ METAL DECK SCREW EYES. CORNERS NOT CONTAINING CROSS RUNNER I I \ o J POST TENSION PRE-DROP WIRES,EMBEDS, 114"X 314"METAL MAIN RUNNER LIGHT CLIPS. _ 0 14-1"STAINLESS STEEL - .. + • _ TYPICAL BRACING CONNECTION I I ao a. 4 CONCRETE HIT ANCHORS I I _ ''' MACHINE SCREW,TYP. HEX . a �' '. + - �: NOTE: Y DRIVE,BUTTON HEAD. + • . . ° :"' a ��' • t'• , n POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL PRE-DRILL AND TAP STEEL '' •• •..• '' - ! .� • " a '• y V CONCRETE HIT ANCHORS REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES Q . :! z WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. FIN. FLOOR TUBE. 4•-. -a ,,. - i • r ' , a .+ ' , a : M NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES;FOR OTHER -- STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. RECESS MOUNTED UNDERCUT DOOR AS REQUIRED TO OUTLETS CLEAR FLOOR FINISH J 6 SCHEDULES LIGHT FIXTURE SUPPORT 8 STD. MOUTING HEIGHT 9 DETAIL AT DIVIDER SCREEN 10 SV 1 VCT TO CARPET D In N.T.S. 3/4 =1 -0 3 1 -0 m N N.T.S. TI FRAMING SCHEDULE TI_RECESS MOUNTED LT FIX SUPPORT " ' " TI STD MTG HEIGHT "— ' " WOOD SCREEN 6" = 1'-0" 6-FLR-CPT-VCT m . W 2'-1" LLJ FACE OF WALL(PROVIDE CONT FACE OF WALL(PROVIDE CONT. 21-010 BACKING TOP& BOTTOM) FACE IN WALL(PROVIDE CONT Z Q 0 17"MAX TO CONTROLL � BACKING TOP & BOTTOM) 0 � � BACKING®TOP& BOTTOM) BACKSPLASH RETURNS PER 2'-0" _ ECURE TO HANDLE APPLIED LOADS LLJ BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH-3/4"MDF W/ SEE SCHEDULES FOR APPROVED J ko W ELEVATIONS A.D.A.FAUCET P-LAM 0 FACE&ALL EXPOSED FACE OF WALL \\\ ATTACHMENT DEVICES.COORD. 0 EDGES CABINET BODY-314"WI P LAM \\ WITH AHJ FOR SPECIFIC REQMENTS. BACKSPLASH-3/4"MDF WI 1 -0 FACE &EDGES MELAMINE 0 ALL \\ t/1 (, P-LAM 0 FACE&ALL EXPOSED CABINET BODY-3/4"MDF W/ BACKSPLASH RETURNS OTHER NONEXPOSED SURFACES \\ UNDERSIDE OF STRUCTURE �' M tY N PER ELEVATIONS �- EDGES � P-LAM�COUNTERTOP,END \ N �Q PANELS, FACE, EDGES " \\ Q N BACKSPLASH-3/4 ° ° LATERAL WALL BRACING,4 FEET O.C., _ CABINET BODY-3/4"MDF W/ DRAWER SLIDES PER MELAMINE @ ALL OTHER NON MDF W/PL LAM AT ° ° CONT LEDGER ATTACHED TO IN ALL DIRECTIONS PER WALL LATERALF-- P-LAM 0 COUNTERTOP,END zo SPECS _ _ !_ EXPOSED SURFACES FACE &ALL EXPOSED a 10 1/�„ o FACE OF WALL BRACING DETAIL. 4 �,, PNLS, FACE EDGES &AT ALL EDGES BIDDER ENGINEERED. OTHER EXPOSED SURFACES 4"W RAIL @ TOP& BOTTOM OF + ° ° SIM• T CABINET WORK COUNTER- Z DOORS-3/4"MDF W/P-LAM @ ,,,, --4"W RAIL TOP& BOTTOM OF 3/4"MDF WI PL LAM ° ° FACE EDGES AND BACK SUSPENDED CEILING SYSTEM REVISION DATE REASON FOR ISSUE CABINET =v ° 1 112"W SUPPORT DRAWER-3/4"MDF FRONT, 1/2" AT COUNTERTOP, d • " o RAILS ON 4 SIDES , SIDES&BACK 1/4" BOTTOM Wi END PNLS FACE 1/4" MELAMINE MIN ---61/2 DEEP A.D.A.SINK W ° ° 1/4 MELAMINE BACK NEOPRENE FOAM TAPE CONT. > ° 1/4"MEL. BACK ° P-LAM 0 FACE & EDGES, EDGES x ° ° " -WRAP SUPPLY& DRAIN PIPES e ° MELAMINE @ DRAWER INT UJ ° W/INSULATION W_ WIRE PULLS TYP ° + SUPPORT BRACKET-3" ADI SHELVES-3/4"MDF W/ WOOD SLATS ON ONE SIDE,SEE FLOOR w d °C cv ° ° X 3"X 1/4"STL ANGLE ° ° MELAMINE ALL SIDES PROVIDE 4 PLAN FOR SIDE. ,,, ALLOWABLE EQUIP.AREA a 4. ° ° • LL e.I _j Q DOORS-3/4 MDF W/P-LAM 0 f > " N -(TAPER CUT BOTTOM MTL SUPPORT CLIPS PER SHELF& U FACE,.EDGES AND BACK do � o= LEG &GRIND ° ° MOUNTING HOLES @ 1"OC IN I DOORS-314"MDF WI P LAM{� o o , N SMOOTH,COPE OUT ° 3"x3"x118"SQUARE STEEL TUBE co FACE,EDGES&BACK-176 ° ° - " v + TOP LEG AS ° ° END PANELS DETAILS o cv N OPENING HINGES WITH ° ADI SHELVES 314 MDF W/ NECESSARY @ WALL) ° ° 4"W RAIL @ TOP& BOTTOM OF �"',, ATTACHED TOE KICK ° BASE PER FIN SCHEDULEC7 MELAMINE ALL SIDES PROVIDE 4 WELDED TO 3"X 24"X =v CABINET MTL SUPPORT CLIPS PER SHELF 1/4"PLATE, BOLTED TO V_ 6"MAX ° MELAMINE BOTTOM SHELF &MOUNTING HOLES @ 1"OC + 16 GA MTL STUDS W/ _ MELAMINE BOTTOM SHELF p U IN END PANELS (6) 3/8" DIA BOLTS 2 NOTE:4" WIRE PULLS,TYP STAGGER SPACED AT SECURE PLATE TO HANDLE APPLIED EQ INT. SPACE UNDER-CABINET LIGHT WHERE LOADS co 3" _ (2)CONT 4"W BASE RAILS W! BRACKETS AT 2'-0"OC NOTED Q; `t °' STRETCHERS @ 24"OC va WIRE PULLS TYP PERMIT/BID " 3" FINISH FLOOR-SHIM CAB AS 9 0 77 MIN NECESSARY TO LEVEL z< 11 A. D.A. SINK CABINETri"2 LOWER CAB WDOOR & C�►R. rl COUNTER TOP W/ SUPPORTri`�4UPPER CABINET W/ DOORSri`�5WOOD SCREEN TO GRID v 4 W 1 1/2"-1'-0" ADA-Sink-Cab 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"–1'-0" DATE PROJECT MANAGER 0 02.28.14 SO Q PROJECT NUMBER SHEET NUMBER o 126250 T-5 ,91 SCALE - °s 1/8 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 FACE OF WALL(PROVIDE FACE OF WALL(PROVIDE a • CONT BACKING TOP& 2-1' CONT BACKING TOP& ��,, 1940 BACKSPLASH RETURNS PER BOTTOM) BOTTOM) 2'-1' ELEVATIONS 4" BACKSPLASH -3/4"MDF W/ PER ELEVBACKSPATIONS ONS URNS _ PLASTIC LAMINATE TOP PLAM C�ALL EXPOSED EDGES 1=10 1/2' WITH SELF EDGE OF O ARC BACKSPLASH-3/4 MDFe- V-8 t -- PLASTIC LAMINATE �r t��" W/PLAM (0 FACE & `N- PARTITION EDGE ----., " ALL EXPOSED EDGES t•+ PLASTIC LAMINATE TOP CABINET BODY-3/4"MDF W/PL "" CABINET BODY-3/4"MDF �.-..COPE% " OF DOOR ALL EDGES ° -1COUNTERTOP,FACE &EDGES. W/PLAM®COUNTERTOP / `�-.� tO MAGNETIC LATCHES. e e MELAMINE 0 ALL OTHER . `vo t�B" CLEAR INSIDE ° 1-9 112' NONEXPOSED SURFACES _______ —— END PNLS,FACE&EDGES MELAMINE @ ALL OTHER e e NONEXPOSED SURFACES I -----_ -- - ` - - .a --- -- - -- -- — � " - - - - - - - - - ----1 f -- — — t PULLS PER SPECS4"W RAIL te't TOP& ( ECYCLE I CONCE LED HINGES. 4"W RAIL @ TOP& z - O BOTTOM OF CABINET ( I ( { ULLS PER SPECS a BOTTOM OF CABINET a — —————————— I I I e e " > I I �----- - -- - PLA$TI LAMINATE �-- ------ - --� N ° e DOORS-314 MDF WI J DRAWER-314m MDF W/ I / I AND FINISHED ENDS ACE }� nkro ry Moisan PL-1Cts?FACE,EDGES uj DRAWER SLIDES PLAM @ FACE&EDGES, l"� It i t l a a AND BACK . � PER SPECS MELAMINE @ ALL OTHER I I I I 4 4 q N ° 90 — —————————— NONExPoSED SURFACES- I I I I I - 1 I M a e M -9 Q 6720 SW MACADAM AVENUE,SUITE 100 ADJ SHELVES-314"MDF v 1/2 SIDES&BACK, 114 ( I " N PORTLAND,OR 97219 W/MELAMINE ALL SIDES. 1��* BOTTOM I I I 114 M MINE BACK. T 503-245-7100 PROVIDE 4 MTL SUPPORT , ( # ( I # CLIPS PER SHELF& `" I I I I I I 117 SOUTH MAIN STREET,SUITE 400 e BASE PER FIN SCHED a MOUNTING HOLES(�2"OC m 4 114"MELAMINE BACK I ( \ I " } SEATTLE,WA 98104 ° e IN END PANELS I ,? ( 314 M JLAMINE BOTTOM SHELF. : I T 206-576-1600 ° eq BASE PER FIN SCHED ° ° 1/4"MDF W/MELAMINE BACK ——————————— I I 1 I 0 ANKROM MOISAN ARCHITECTS,INC. I I ATTACHED TOE KICK (2)CONT 4"W BASE RAILS " (2)CONT 4"W BASE RAILS W/STRETCHERS @ 24"OC tl W/STRETCHERS 0 24 OC 3' FINISH FLOOR-SHIM CAB 3* FINISH FLOOR-SHIM CAB AS NECESSARY TO LEVEL AS NECESSARY TO LEVEL ELEVATION SECTION LOWER CABINET W/DOORS 2 LOWER CABINET W/DRAWERS 3 RECYCLE CABINET WITH FRONT OPENING DROP 1 112" - 1'-0" P LOWER-D 1 1/2" 1'-0" P-LOWERADR-666-12 1 1/2"-1'-0" PRECYCEE-FRONT DROP-36H-W-TOEKICK-24 _ V T T m m N N Lu W ,�- z T r0 0 0) w .....I Q0 0 C N < N F- uj REVISION DATE REASON FOR ISSUE CL2 Go cu DETAILS sar cl co PERMIT/BID coo Za J DATE PROJECT MANAGER <w 0 02.28.14 SCS PROJECT NUMBER SHEET NUMBER. o 126250 o. SCALEas T-5 .. 2 1��,1�1 1-011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 _ D SRC � 1949 �O OF 0��' R- 2EQUAL 14 14 KOROSEAL 5,-0, 5,-0" T-5.1 T-5.1S-0, "BULLETIN 2 EQUAL 2 EQUAL BOARD ABOVE, ADJUSTABLE ADJUSTABLE ADJUSTABLE . TK-1 SHELVES,TYP. SHELVES,TYP. SHELVES,TYP. : r • PL-2 COUNTER `T PL-1 UPPERS `� PL-1 UPPERS PL-1 UPPERS • TOP- san �' — — — "' — — . — AO 1Ot • NEW SINK, NEW SINK, NEW SINK, q COORDINATE SUPPORT (E)FAUCET ''� NEW FAUCET (E)FAUCET lAfli 13 13 E7 E1 E1 _ 6720 SW MACADAM AVENUE,SUITE 100 PL-2 COUNTER , • BRACKETS W1 " 12 11 PL-2 COUNTER o 12 11 PL-2 COUNTER PL-2 COUNTER '° 11 12 T-5.1 TOP AND T-5.1 - FiLES 4 T-5.i s� E2 T-5.1 •� E2 E2 T-5.1 4 PORTLAND,OR 97219 uj SI BACK SPLASH SIM. FILES TOP AND O ® TOP AND TOP AND [� gillBACK SPLASH E4 BACK SPLASH BACK SPLASH E4 "' T 503-245-7100 SURFACE (E} UC FRIDGE 1E 11 I i MOUNTED — — -- — — — 117 SOUTH MAIN STREET,SUITE 400 II it BRACKET r� ADJUSTABLE % r� ADJUSTABLE r� SEATTLE,WA 98104 NIC. " u n ' I! _ _ ADJUSTABLE _ i 1 11 o SHELVES TYP. p SHELVES TYP. 1 o T 206-576-1600 + ._ I SHELVES TYP. 4 PL-1 END PANEL 4 u u u �- r c --_� ° , <} FlLE CABINETS — 1 — — — 1 — — __._... - — r — 1 FINISHED ALL o a NIC. "' 1 PL-1 LOWERS 1 ```~--.PL-1 LOWERS PL-1 LOWERS-- "~ 1 N LJ LJ LJ Q ANKROM MOISAN ARCHITECTS,INC. SIDES SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED BASE BASE BASE 2'-7' BASE 10'-4" L BASE 1'-8" 3'-0` 3'-0" 3'-0` V-10" 3'-0" 2=10" 3'-0* 3'-0" 2=10" 3'-0' 1.=1Q` CLR./VERIFY CCR./VERIFY CLR./VERIFY too"T� ELEV MOTHER'S A1 .490 2 ELEVATION LOBBY A1 .600 3 ELEVATION LOUNGE A1 .641 ELEVATION LOUNGE A2 . 130 ELEVATION LOUNGE A2.650 3/8"-1'-0" 318"-1'-0" 318"=1'-0" 3/8"=1'-0" 318"-l'-0" _ 14 � - 14'-8' 3'-6" "~ ATTACH STEEL TUBE 6 EQUAL -_-_- -_ . _ .- .._.._-_-._- _— _ :....._.._.._.._.._.._.. .._.._.. .._.._.._.._.._.._.._.._.._..-.._. TO WALL (2)GROMMETS --------------- ------ -------------------- - - -.............. - - -.............. - - ADJUSTABLE - - - - - - - - - - - - - -FOR POWER/ - .. R1 _. — — _ — — — — — — HELVES TYP. _____ ........... SIGNAL BELOW, _ — — S / LOCATE ON SITE =� PL-1 UPPERS 13 �`i _._.-___.._.._.._.._._.._.._.._.._.._..___.._.._.._.._.._ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. i - NEW SINK, - - - - - - .. T-5.1 -_-_-_-_ _ - - - - - SIM E FAUCET - _ - ...... Sim - - - - PL-2COUNTER 2 1 11 - - - - - - - - - - - ._.. .. ._.. .. WOOD SLAT ■ ■ N '° PL-2 COUNTER FEC TOP ' T p T-5.2 T-5.1 ►� ........................... - - - ...................- - - - ROOM DIVIDER E5 E5 E5 E5 c E4 TOP AND BACK SPLASH _ -- --- -- p.... - - -- - - - SEE DETAIL 91T-5.1 RFA - MOUNTED — / BRACKET _ — r, — - - -- - - - - - - - - - - - - - - - - - - I ADJUSTABLE 4 SCHEDULED --n- - - ------ --- -- - - - - --- -- -_ _- - ...................._ _- -_- I — — — — — HELVES TYP. _ SHELVES, .................._ _-_- SEPL-1 LOWERS -- --- ------ ----- -- - -- ---- --- -- - - - - - _- _ - - - - _- -_ Q � , n 7'-8" 1'6' 7,-8" 3,-0" 6'-0. SCHEDULED 5'-6" 4" 4'-10" ---R4' 6'-4" 2" v (3)EQUAL (2)EQUAL BASE Z ' J 6 ELEVATION INTERNET A1 .491 /003 ELEVATION LUNCH A1 .607 9 ELEVATION LOBBY A2 .600 � m 3/8"-1'-0" 3/8"-1'-0" 3/8"-1'-0" m r4 W 01 > - z Qo 2 O rnW 0 IQ— � o s N Q Q N l7 U F- a REVISION DATE REASON FOR ISSUE S W G . 0 co ELEVATIONS 0 0 N �O N H to...1 PERMIT/BID N W C'V OAC J DATE - PROJECT MANAGER aW Z 02.28.14 SO O PROJECT NUMBER SHEET NUMBER �u a o 126250 IL s SCALE T—5 . 3 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 D AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORKLi of ' P-4 CONF ROOM A1.230 WC-1 ISTORAGE A1.235 HUDDLE 10 I � A1.550 ' WjR001 Q P-2 C �.� t�l�rom M0isan .... �.�. ..� �� P-3 WC-1 (E) (E) P-2 6720 SW MACADAM AVENUE,SUITE 100 tiP-2 I PORTLAND,OR 97219 T 503-245-7100 CONF ROOM ® SV SV A1.110 ' HUDDL 117 SOUTH MAIN STREET,SUITE 400 L i•••R �� FCOPY/PRINT WC-2 P-2 �1.540 � 7206-576-1600TTLE,WA 1� A1.639 3 COFFEE LOUNGE ..w.. ..� SV A1.641 SV 0 ANKROM MOISAN ARCHITECTS,INC. ' F B ' MOTHER (E) (E) P-2 ' RM CORRIDOR ' A1.490 ' P'2 A1.7b0 I 'u� �7= P-3 P-4 P-2d bld O I I LOBBY '=moo � i\ i ` viru CONF.ROOM CONF.ROOM .� � I fNTERNET A1.600 I i `� `� A1.710 A1.720 I L_ _f P-2 A1.491 I t � I �� s`ter �s �� \ _- �� \ W�Cj-1 WC-1 ■ l\,ju (D SV SV f I I P-2 LT I I ' ARAB&Gg I A1.608 I I II LUNCH ROOM -FM /00T� � I _ I I o • 1 FINISH PLAN - BUILDING A - FIRST FLOOR +< L z FINISH SCHEDULE FINISH SCHEDULE FINISH PLAN KEYNOTES ROOM FINISH SCHEDULE _ C-1 NIC. FOR REFERENCE ONLY PL-1 PLASTIC LAMINATE-CABINET FACEPROTECT EXISTING CARPET.CAREFULLY REMOVE AND RELOCATE CARPET TILE AS NEEDED m MAIN CARPET TILE-OFFICE MFR: FORMICA O FOR DEMOLITION AND NEW WALL CONSTRUCTION IN THIS ROOM. m N WALLSMFR:INTERFACE COLOR:8828-58 EARTHEN TWILL r%%NO. NAME FLOOR BASE CLG NOTES STYLE:1380102500"CUBIC" FINISH:MATTE 2O NOT USED L1J � Q1 N S E W MAT'L COLOR:4287"SHAPE" Q z PL-2 PLASTIC LAMINATE-COUNTERTOP&BACKSPLA5H (D PAINT ACCENT WALL ONLY. z = 0 A1.110 ONFERENCE ROOM WC-1 WC-1 WC-1 - C-1 (E) B-1 ACT C-2 NIC. FOR REFERENCE ONLY MFR:FORMICA A1.230 ONFERENCE ROOM WC-1 P-4 P-1 P-1 C-1 (E) B-1 ACT CARPET TILE-LOBBY COLOR:8824-58 WHITE DROPS Cri W A1.235 TORAGE P-1 P-1 P-1 P-1 C-1 (E) B-1 GYP. MFR:LEES FINISH:MATTE A1.240 ZONFERENCE ROOM P-3 P-1 WC-1 P-2 C-1 (E) B-1 ACT STYLE:GLAZE MODULAR GTO56 < > A1.490 VOTHER ROOM P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT COLOR:GLEN ECHO 338 M WALK-OFF MAT TILE �_ t/1 d A1.491 NTERNET P-1 P-2 P-1 P-1 C-1 (E) B-1 ACT INSTALL MONOLITHIC MFR:BOLYU FINISH PLAN NOTES/SCOPE m 0 STYLE:ACCESS WALK-OFF TILE N Q. A1.540 AUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT C-3 NIC. FOR REFERENCE ONLY COLOR:AX901 ADMIT Q A1.550 HUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT CARPET BROADLOOM-LOBBY STAIR SIZE:24"X 24" 1. PAINT APPLICATION WITHIN SCOPE OF WORK AREA: e- }- A1.607A UNCH ROOM P-1 P-1 P-1 P-1/P-2 SV B-1 ACT MFR:ATLAS INSTALL QUARTER TURN EXISTING WALLS TO REMAIN-SPOT PRIME AND ONE COAT FINISH. A1.60713 V CLOSET P-1 P-1 P-1 P-1/P-2 SV B-1 ACT STYLE:STRADA NEW WALLS-ONE COAT PRIME AND TWO COATS FINISH. COLOR:STONE HEARTH DZ08 SV VINYL WOOD PLANK A1.607C ORAGE CLOSET P-1 P-1 P-1 P-1/P-2 SV B-1 ACT MFR:KARNDEAN 2. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. ui A1.608 RAB&GO P-1 P-1 P-1 P-1 SV B-1 ACT CR-1 CHAIR RAIL MOULDING PATTERN:ARRADO WP325 APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO A1.639 OPY/PRINT P-1 P-1 P-1 P-1 SV B-1 ACT MFR:JOHN50NITE SIZE:6"X 36" ARCHITECT. REVISION DATE REASON FOR ISSUE = A1.641 OFFEE LOUNGE P-1 WC-2 P-1 P-1 SV B-1 ACT STYLE:RAMPART PROFILE COLOR:34 ALMOND Lu SDT STATIC DISSIPATIVE TILE,WITH INTERNAL GROUNDING STRIP 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH.PREMIUM SYSTEM �, A1.710 ONFERENCE ROOM P-1 P-1 WC-1 P-3 C-1 (E) B-1 ACT SIZE:4"W X%$"THICK MFR:ARMSTRONG INSTALLATION U.O.N. tj A1.720 ONFERENCE ROOM P-1 P-1 WC-1 P-4 C-1 (E) B-1 ACT COLOR:51956 FOSSIL GRAY A2.100 RGE CONFERENCE ROOM WC-1 P-4/CR-1 P-1 P-1/CR-1 C-1 (E) B-1 ACT CHAIRRAILON SOUTH AND WEST WALLS. B-1 RUBBER BASE.4"COVE AT All SURFACES SIZE:12"X 12"X Xe" 4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE.Lu . A2.130 OFFEE LOUNGE WC-2 P-1 P-1 P-1 SV B-1 ACT MFR:FLEXCO INSTALL:QUARTER TURN U. A2.135 OPY/PRINT - P-1 - - C-1 (E) B-1 ACT COLOR:071 BLACKIBROWN 5. TRANSITION STRIP:FLEXCO,071 BLACK/BROWN �i A2.500 UDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT p-1 PAINT-MAIN TKA MFR:CKBLES RFACE ,TAC-WALL /� A2.640 OPYlPRINT P-1 P-1 - - C-1 (E) B-1 ACT MFR:SHERWIN WILLIAMS COLOR:86 ACORN 6. AT AREAS OF NEW WALLS WITH EXISTING CARPET.REMOVE CARPET,BUILD WALL AND INSTALL-00 FINISH PLAN A2.650 OFFEE LOUNGE P-1 WC-Z P-1 P-1 SV B-1 ACT COLOR:SW6119"ANTIQUE WHITE",LOW VOC TRIM:J-CAP,1/16"ALUMINUM TRIM CARPET USING FULL TILES TO NEW WALL, FIRST FLOOR A2.575 UDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT SHEEN:EGGSHELL,FLAT AT CEILINGS A2.585 UDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT VCT VINYL COMPOSITION TILE 7. ALL PAINTS TO BE NO-VOC. FINISH SCHEDULE A2.595 HUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT P-2 PAINT-ACCENT MFR:ARMSTRONG MFR:SHERWIN WILLIAMS COLOR:51810 WASHED LINEN N COLOR:T.B.D. SIZE:12"X 12"X Xa" 00 SHEEN:EGGSHELL INSTALL:QUARTER TURN FINISH PLAN SYMBOLS o�m P-3 PAINT-ACCENTPERMIT/BID s W CAPITAL ONE"'RED" WC-1 WALL COVERING-MAGNETIC,WHITEBOARD Pi SPECIAL WALL FINISH U. MFR:DOROSEA4 WALLTALKERS MAG-RITE 11 �D STYLE:M248 `� < P-4 PAINT-ACCENT SIZE:48"WIDTH W U , CAPITAL ONE"BLUE" COLOR:WHITE DATE PROJECT MANAGER <uj TRIM:J-CAP,1/1 6"ALUMINUM TRIM INSTALL: BOTTOM AT 32"AFF 02.28.1 4 SO -j PROJECT NUMBER SHEET NUMBER "'N WC-2 WALL COVERING-VINYL STYLE•. PENINSULALL EXTILES WC1761 126250 SCALE T-6sl COLOR:WC1761/4 RAINFOREST s. 1/8��=1x_011 - INCLUSIVE OF ADDENDUM #001 & BID RFI #001 11 � - AREA OF WORK AREA OF WORK • INN OF D ' CR-1 I OPEN TO - BELOW LARGE CONF A2.10o 1 HUDDLE P-4/CR-1 we-1 Az.58s � nCom Mo1s3C1 � so� � � � � �or womme wrnrr wmmom ==ME% sommomm SONNION U� VINEW � � � �m •� � mnm C-1 C-1 P-2 1 O ' I P-2 6720 SW MACADAM AVENUE,SUITE 100 LOBBY P-2 ' PORTLAND,OR 97219 A2.600 T 503-245-7100 SV ® 5V ' COPY/ COPY/ HUDDLE HUDDLE 117 SOUTH MAIN STREET,SUITE 400 COFFEE LOUNGE PRINT ?�H�UDDLEPRINT COFFEE LOUNGE A2.575 A2.595 SEATTLE,WA 98104 ' A2.130 WC-2 A2.135 ' A2.640 WC-2 A2.650 T 206-576-1600 SV SV Di 0 ANKROM MOISAN ARCHITECTS,INC. ' �o 0 a E3 L P-2 P-2 C-1 C-1 SIEMENS 0000000 0000100 VINNNIN sommom sommon mommool MONSOON moollow sommomm sommoss swassom summons sommoom smommom mmmw =MOO 4assommoss amommon smommom sommomm xmmmmm� mommoss sommom sommons dommons 0000010 0000001 VINNIND sommomp almomme SOMEONE SIMMONS 0000000 SIMMONS 0000000 allomms sommons SOMEONE mommom goommon mooll sommill loommon sommomm sommons sommoll ammomma sommomm 0001 0 O 0 0 FINISH PLAN - BUILDINGS A - SECOND FLOOR J m m N W P� C31 z < Z Q E-- to J � < 3. 0 H to p N Q U CV � r H Lu cr� REVISION DATE REASON FOR ISSUE S W - - - - - - col J FINISH PLAN, a SECOND FLOOR 0 C>N C>6 PERMIT/BID 14 U Z _ f- DATE ROJECT MANAGER Q z 02.28.14 SO NO w< PROJECT NUMBER SHEET NUMBER 126250 w SCALET-62 1/8"=1 '-0" INCLUSIVE OF ADDENDUM #001 & BID RFI #001