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Plans (10) BtP2014 - 00046 �D 'C RECtIVED a (v„=�t - 3 2014 ° N,� CITY 0�111IGA D 1949 �® OF 0� PROJECT LOCATION BUILDING/CODE INFORMATION DRAWING INDEX 5.: � �€�� 2010 OREGON STRUCTURAL SPECIALTY CODE p T-0.0 COVER SHEET Da l e k S"'Fuce t ` ` CONSTRUCTION TYPE: V-B,SPRINKLED � � � T-0.1 SPECIFICATIONS ', rr BUILDING HEIGHT: 2 LEVELS y - T-0.2 SPECIFICATIONS BUILDING OCCUPANCY. BMni!;an T-1.1 EGRESS SHEET- FIRST FLOOR + ' AREAS OF WORK TENANT IMPROVEMENT SQUARE FOOTAGE: 8,803 SF- FIRST FLOOR 2,641 SF SECOND FLOOR Q - T-1.2 EGRESS SHEET-SECOND FLOOR 6720 SW MACADAM AVENUE,SUITE 100 } Writ S1 PORTLAND OCCUPANT LOAD FOR TENANT IMPROVEMENT: 457 FIRST FLOOR,454 SECOND FLOOR(SEE EGRESS PLAN) OR 97219 T-2.1 DEMOLITION PLAN -FIRST FLOOR T 503-245-7100 st T-2.2 DEMOLITION PLAN SECOND FLOOR117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T-3.1 FLOOR PLAN-FIRST FLOOR T 206-576-1600 ANKROM MOISAN ARCHITECTS,INC. ;. T-3.2 FLOOR PLAN-SECOND FLOOR, DOOR SCHEDULE,APPLIANCE SCHEDULE )` x�t T-4.1 REFLECTED CEILING PLAN- FIRST FLOOR ` �t7 DAY pc� T-4.2 REFLECTED CEILING PLAN-SECOND FLOOR GENERAL NOTES - CODE INFORMATION #xt 5yka»lrcksor" c T-5.1 DETAILS ` * Racing Gn1er Cents Unir €11r +t aurz Ing; '€WSauthW6�41 R+ • 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY <.� i7 'ge �astt� T-5.2 DETAILS CODE 2010 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. le T-5.3 ELEVATIONS bV+�f€ r its '+ Ts '3rozlrc� €r Geos #Fax •, 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER " 7t7 l6railty FMO. T-6.1 FINISH PLAN-FIRST FLOOR, FINISH SCHEDULE Sit Pwwlk,St: 'S+ y 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND T-6.2 FINISH PLAN -SECOND FLOOR x 'Jets Citta ^ s' m ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. CA 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA DEFERRED SUBMITTALS WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. KTI� VICINITY MAP 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 OF TIGARD 7. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS PLUMBING REVIEWED FOR CODE COMPLIANCE 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: [ 1 SPECIALTY CODE 2010 EDITION. By: Date: (� Approved pians shall be on job site, co 0 OFFICE COPY z 00 N PROJECT TEAM w > z Qo BUILDING ADDRESS BUILDING B 0 It w 12259 SW 69TH AVE 0) O TIGARD, OREGON 97223 OWNER/LANDLORD TIGARD CORPORATE CENTER LIMITED PARTNERSHIP d) Q 15400 SW MILLIKAN WAY AREA OF WORK AREA OF WORK PHONE(°3')°4 2202 U FAX: (503) 626-8903 r ~ ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS 6720 SW MACADAM, SUITE 100 PORTLAND, OR 97219 CONTACT: ELIZA ALLEN Q PHONE:(503)245-7100 REVISION DATE REASON FOR ISSUE FAX: (503)245-7710 PROJECT MANAGER MARK G. ANDERSON CONSULTANTS, INC. u 5525 LAKEVIEW DRIVE, SUITE 200 g KIRKLAND,WA 98033 L„ CONTACT: ED FISCHER U- PHONE: (425) 739-1351 0 FAX: (206) 822-7878 Ui ! 0 � TENANT CAPITAL ONE COVER SHEET 0 0 Ln — — CONTRACTOR TBD N b O C7 r <N O l-. O J PERMIT/BID N u.t CITY OF TIGARD m0 N Q J Approved by Planning DATE PROJECT MANAGER CAPITAL ONE BUILDING B RENOVATION F///AT, Q o Date: ��{ 02.28.14 50 JPROJECT NUMBER SHEET NUMBER "~ KEY MAP - BUILDING B - FIRST FLOOR KEY MAP - BUILDING B - SECOND FLOOR Initials: 126250 o.. �U SCALE: N.T.S. SCALE: N.T.S. SCALE T—OsO s N/A INCLUSIVE OF ADDENDUM #001 & BID RFI #001 OD �C CAPITAL ONE BUILDING B RENOVATION Moi ,cr' DEMOLITION NOTES 5. DISCREPANCIES 4. CONFLICT. 4.SHOP DRAWINGS 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, REPRODUCTIONS OF CONTRACT DRAWINGS SHALL NOT BE PERMITTED AS SHOP DRAWINGS. ��77 NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT, NOTIFY THE DUCTS,STRUCTURES, HVAC,AND/OR CONDUIT, PRIOR TO ROUGHING IN FOR LIGHTS. 010000 GENERAL REQUIREMENTS/ OF Og 1.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. FIXTURES/FITTINGS OF DEBRIS, PATCH AS REQUIRED, CONTROL DUST,AND NECESSARY PERMITS. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, 2. DOOR HARDWARE 6. EXPOSED EDGES STRUCTURAL ELEMENTS AND ANDY AND ALL OTHER APPLICABLE ITEMS: INSTALL NEW 3. DOORS/RELITE 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 3. SCHEDULE 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 SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE PLANE' ALL TIMES DURING CONSTRUCTION PERIOD.CONTRACTOR TO PROVIDE WORK PLAN AND THE FOLLOWING SUBMITTALS WILL BE REQUIRED FOR SAMPLES: 7. LIGHTING FIXTURES DIAGRAM SHOWN "MEANS AND METHODS"TO MAINTAIN SAFE EGRESS FROM BUILDING. 1. CARPET DEMOLITION WORK TO ARCHITECTAND THEIR CONSULTANTS,THE OWNER'S REPRESENTATIVE g. MILLWORK FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE PROVIDED NEW AT THE 2.VCT/VINYL FLOORING/SDT AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING 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 CONTROL. 8. LIFE SAFETY DEVICES LOCKABLE ENTRY DOOR CLEARLY MARKED"CONSTRUCTION AREA- DO NOT ENTER". PROVIDE 5. PLASTIC LAMINATE 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 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: OWNER AND TENANT ASSUME NO RESPONSIBILITY OF ACTUAL CONDITION OF ITEMS OR MILLWORK NOTES SHIFT FOR FULLY OPERATIONAL FA SYSTEM,COORDINATE WITH BUILDING FACILITIES 1. CARPET PATTERN LAYOUTS STRUCTURES TO BE DEMOLISHED. 10. ELECTRICAL WORK DEPARTMENT. MINIMIZE DUST MIGRATION FROM CONSTRUCTION ACTIVITIES INTO OCCUPIED 2. STANDARD MILLWORK/CABINETRY 6720 SW MACADAM AVENUE,SUITE 100 REFER TO ELECTRICAL DRAWINGS. AREAS AND VISUALLY INSPECT AFTER EACH SHIFT. IF DUST HAS ACCUMULATED ON WORK 3. HARDWARE PORTLAND,OR 97219 IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING THE CONSTRUCTION SURFACES, CLEAN PRIOR TO THE START OF BUSINESS OPERATIONS. 4. GLAZING T 503 245-7100 THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING,THEN WAIT FOR DIRECTION FROM 11.ARCHITECT APPROVAL 1.AWI STANDARD THE OWNER. ALL MILLWORK TO BE AWI STANDARD: CUSTOM GRADE. 4. FALSE ALARMS 5.ALUMINUM DOORS AND FRAMES OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING PIPES, FURRING AND SIMILAR 6. COORDINATED MECHANICAUELECTRICAUPLUMBING/FIRE PROTECTION/LIFE SAFETY SIGNAL 117 SOUTH MAIN STREET,SUITE 400 5. PROTECTIONS 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 CONTRACTOR TO PROVIDE DRYWALL DUST PARTITION ENCLOSURE AROUND WORK AREAS WITH 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 AND COORDINATE WITH OTHER TRADES INVOLVED. GC IS RESPONSIBLE FOR ALL BLOCKING MAINTAIN SYSTEM FUNCTION. LOCKABLE ENTRY DOOR CLEARLY MARKED"CONSTRUCTION AREA-DO NOT ENTER". PROVIDE 12. SLAB WORK 5. SUBSTITUTIONS ©ANKROM MOISAN ARCHITECT'S,INC. RETURN AIR FILTERS ON BASE BUILDING RETURNS, COORDINATE WITH BUILDING FACILITIES REQUIRED; UNDER NOT CIRCUMSTANCES WILL"EXTRA"WORK BE AUTHORIZED FOR EXTRA 5. PATCH: DEPARMENT. BAG AND PROTECT FIRE ALARMS DURING WORK AND UN-BAG AT END OF EACH ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND BLOCKING. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. PATCH AT LOCATIONS IN EXISTING AREAS WHERE PARTITIONS ARE TO BE REMOVED, PATCH IMPLEMENTATION. SHIFT FOR FULLY OPERATIONAL FA SYSTEM,COORDINATE WITH BUILDING FACILITIES 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 13. DOOR CLEARANCES AV INSTALLATIONS, COORDINATE EXACT SIZE WITH PM. WHERE A PRODUCT OR TYPE OF CONSTRUCTION OCCURS EXISTING BUILDING,AND IS NOT 055000 M ETA L FABRICATIONS AREAS AND VISUALLY INSPECT AFTER EACH SHIFT. IF DUST HAS ACCUMULATED ON WORK TRIM THE BOTTOM OF DOORS TO LEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE, BY Ya" SPECIFIED AS PART OF NEW WORK, PROVIDE SUCH PRODUCTS OR TYPES OF CONSTRICTION AS SURFACES,CLEAN PRIOR TO THE START OF BUSINESS OPERATIONS. MAXIMUM, LION.VERIFY SLAB CONDITION AND TRIM EACH DOOR TO FIT CONDITIONS WHERE3.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. 1.SUMMARY STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 6. CLOSE-OUT PROPERLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO THIS SECTION INCLUDES THE FOLLOWING: ADDITIONAL COST TO OWNER. 4. FIELD VERIFICATION DOCUMENTS, ORGANIZED INTO A 3-RING BINDER,ARE TO INCLUDE: LEBUILT DRAWINGS, OVERHEAD DOORS, LOW PARTITIONS, BRACING,COUNTERTOPS AND SUPPORTS FOR 14. GLASS WORK IT SHALL BE THE GC'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH WARRANTIES,O&M MANUALS FOR NEW EQUIPMENT, FINISH SCHEDULES AND SAMPLES, HVAC ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UON. GLAZING TONG MARKS SHALL NOT BE BALANCE REPORT AND ELECTRICAL CIRCUITING DIAGRAMS/UPDATED PANEL SCHEDULES. APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 7.TRAFFIC THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE 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 IN A MANNER TO 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 A ADDITIONAL DRAWINGS 15. CEILING HEIGHT PARTITIONS ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. INCLUDE PLANS OCCUPIED OR USED FACILITIES. THE WORK,AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. THE CONTRACTOR. ELEVATIONS, SECTIONS AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHTTO FINISHED CEILING;WITH NO JOINTS SHOW ANCHORAGE AND ACCESSORY ITEMS. 8. UTILITY SERVICES VARYING MORE THAN Ya"OVER 6'-0"AND NO JOINTS GREAT THAN 3/6"UON. 5. 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 TENANT'S PROPERTY FROM INJURY OR LOSS ARISING IN DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF FIELD MEASUREMENTS:VERIFY ACTUAL LOCATION OF WALLS AND OTHER CONSTRUCTION REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB UON. CONNECTION WITH ALL PROJECT WORK. CONTRACT. CONTIGUOUS WITH METAL FABRICATIONS BY FIELD MEASUREMENTS BEFORE FABRICATION AND REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES,AND CONDUIT PERTAINING TO ALL DOORS SHALL HAVE V-6"CLEAR ON STRIKE/PUL6. GUARANTEE L SIDE OF DOOR. VERIFY AND ADVISE INDICATE MEASUREMENTS ON SHOP DRAWINGS.DATA/CO012300 ALTERNATES MMUNICATIONS 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: DRAINS NOT BEING REUSED. 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 METAL SURFACES GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES, UON. FORM NOT SUPPORTED BY SLABS ABOVE 4'-0" HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO BE PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ALTERNATES METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS DEFECTS WITH REASONABLE PROMPTNESS 9. ENVIRONMENTAL CONTROLS . FIRE-RATED. WITHOUT SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES OR BLEMISHES. USE TEMPORARY ENCLOSURE AND OTHER SUITABLE METHODS TO ISOLATE DUSTAND 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, MASONRY AND 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 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 NOTES MODIFY OR ADJUST AFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INGRATE WORK CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED 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 INCH (1 MM), LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A 1. FINISHES 013100 COORDINATION UON. 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 Yz" 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 Ya" IN HEIGHT. THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 1. SEQUENCING FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGELS AND SURFACES AND 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 . � r� 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 V DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE WITHIN 4" OF ADJOINING ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, UON. STRENGTH AND CORROSION RESISTANCE WELDING FLUX IMMEDIATELY. AT EXPOSED z 12.COVER AND PROTECT PARTITION, UON. 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. J 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, USE CYl 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, UON. LOCATED JOINTS WHERE LEAST CONSPICUOUS. AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTING AREAS SHALL BE LEFT IN DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTHINTERIOR 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 INA 00 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. I LLJ CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL PROCESS. ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW 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: W 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 O 0 IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS,SWITCHES,WIRES, SPLATTERED ON EXPOSED SURFACES. 013300 SUBMITTAL PROCEDURES FABRICATIONS AFTER ASSEMBLY. dl W THERMOSTATS, ETC.TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, 8.SILENCERS J to O� 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 0 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: V 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 - M TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES,SERVICE OWNER OR TENANT 9. FAILSAFE FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, �- U') DATA/COMMUNICATIONTS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM. SHOP DRAWINGS, PRODUCT DATA,SAMPLES AND MISC SUBMITTALS. Q INSTALLATION,AND PROCEED WITH "TOUCH UP"AS REQUIRED. ALIGNMENT AND ELEVATIONS;WITH EDGES AND SURFACES LEVEL, PLUMB,TRUE AND FREE OF Q N � DELAYS. 2. SUBMITTAL PROCEDURES RACK;AND MEASURED FROM ESTABLISHED LINES AND LEVELS. FIST EXPOSED CONNECTIONS U N 10. ELECTRONIC HARDWARE 6. FINISH APPROVAL COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF ACCURATELY TOGETHER FORM HAIRLINE JOINTS. weld CONNECTIONS THAT ARE NOT TO BE LEFT `- 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. Lu Q 16. PIPES,VENTS, ETC. 11. DOOR HARDWARE 7. DELIVERY LEAD TIME 3. EXECUTION FIELD WELDING:COMPLY WITH THE FOLLOWING REQUIREMENTS: USE MATERIALS AND REVISION DATE REASON FOR ISSUE = 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 a. 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 > THE USE OF A KEY,SPECIAL KNOWLEDGE OR FORCE. LEAD TIMES MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR SUBMITTING TO ARCHITECT. IMMEDIATELY. ATE EXPOSED CONNECTIONS, FINISH EXPOSED WILDS AND SURFACES SMOOTH 20.GRAPHICS RESPECIFICATION IF NEEDED. AND BLENDED SO NON ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED U u 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. W BUILDING/TENANT STANDARDS. REFLECTED CEILING PLAN NOTES 8. FLOOR SURFACE MODIFICATIONS INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. COMMENTS MADE ON THE SHOP uJ. 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. 1 a. COORDINATION RECOMENDATIONS. INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. PROVIDED THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS,TOGGLE cod 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. FINISHESTHE GC IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; CORROSION PROTECTION: COAT CONCEALED SURFACES OFALUMINUM 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 OVERALL OTHER PLANS. COORDINATION OF THE WORK WITH OTHER TRADES. 1 b. COORDINATION 10.JOINTS INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS. Q 2. PARTITIONS THE RCP INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES,SWITCH STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THATJOINTS 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 o�_ 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 M 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, LION. CLEANING AND TOUCH UP PAINTING OF FIELD WELDS, BOLTED CONNECTIONS AND ABRADED c° 3.CLEAR DIMENSIONS AS REQUIRED TO MEET CODE. AREAS OF SHOP PAINT ARE SPECIFIED IN FINISH SCHEDULE. Q DIMENSIONS NOTED"CLEAR"OR"CLR" MUST BE ACCURATELY MAINTAINED,AND SHALL NOT ,Z U VARY MORE THAN +/-Y"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 Z 4. DIMENSION TOLERANCES BOTTOM OF FINISHED GYP OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR 02.28.1 4 SO 0 DIMENSIONS TOLERANCES SHALL NOT EXCEED LOCAL JURISDICTION CODE DEFINED CRITERIA. FINISHES. -' W VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE PROJECT NUMBER SHEET NUMBER Q 0a- ARCHITECT'S APPROVAL. 126250 T-0 . 1SCALE s N/A INCLUSIVE OF ADDENDUM #001 & BID RFI #001 OD ARC' d-n f,Moi 1------- --- ---- - . CAPITAL ONE � BUILDING B RENOVATION -___ ________ ___ __ __ ___ -- - - _ _ _ __ ____ I aaON":�t 4. DELIVERY, STORAGE,AND HANDLING r' im 072100 THERMAL INSULATION 6. EXECUTION SAMPLES: a DELIVERY FRAMES INDIVIDUALLY CARTONED AND LABELED FOR THE CORRESPONDING FRAME 092900 GYPSUM BOARD D EXAMINE SUBSTRATES,WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR SUBMIT THREE PAPER DRAWDOWN SAMPLES ILLUSTRATING RANGE OF COLORS AVAILABLE FOR �,(, 0 SCHEDULE OPENING. DO NOT BULK PACK FRAMES. FRAMES SHALL BE PROTECTIVE WRAPPED INSTALLATION TOLERANCES, MOISTURE CONTENT,AND OTHER CONDITIONS AFFECTING EACH FINISHING PRODUCT SPECIFIED. OF O 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. 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 WALL,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 BD. 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 BATT INSULATION:ASTM 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 ADHESION AND DRYNESS CHARACTERISTICS BY PERFORMING BOND AND MOISTURE TESTS SECTION WITH MINIMUM 5 YEARS EXPERIENCE. FACING:uNFACED. INCLUDING ELEVATIONS,SECTIONS, DETAILS OF COMPONENTS,AND ATTACHMENTS TO OTHER DENSITY:1.0 LBS/Fr3 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 1. FLAME/SMOKE PROPERTIES:1 0/1 0 IN ACCORDANCE WITH ASTM E 84. 6. MANUFACTURER7. PREPARATION MATCH TENANT STANDARDS. 3. QUALITY ASSURANCE SOUND TRANSMISSION CHARACTERISTICS: FOR GYP BD ASSEMBLIES WITH STC RATINGS, PROVIDE COMPLY WITH RESILIENT PRODUCT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS 4. DELIVERY, STORAGE,AND HANDLING MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED FOR PREPARING SUBSTRATES INDICATED TO RECEIVE RESILIENT PRODUCTS. USE TROWELABLE DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS; INSPECT TO VERIFY 079.200 J O I NT SEALANTS 7. MATERIALS 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-T5 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 STRUCTURAL AND FINISH REQUIREMENTS. 1.SUMMARY FIRE-TEST-RESPONSE CHARACTERISTICS: FOR GYP BD ASSEMBLIES WITH FIRE-RESISTANCE THAT ARE INCOMPATIBLE WITH FLOORING ADHESIVES USING MECHANICAL METHODS NUMBER, BRAND CODE,COVERAGE,SURFACE PREPARATION, DRYING TIME, CLEANUP LA n k no.m Mois,ad THIS SECTION INCLUDES SEALANTS FOR THE FOLLOWING APPLICATIONS: INTERIOR JOINTS IN 8. EXECUTION RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. REQUIREMENTS, COLOR DESIGNATION,AND INSTRUCTIONS FOR MIXING AND REDUCING.THE FOLLOWING VERTICAL SURFACES AND HORIZONTAL NON-TRAFFICE SURFACES:TILE EXAMINE WALLS, FLOOR AND CEILINGS FOR SUITABLE CONDITIONS WHERE INTERIOR ALUMINUM INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AND INSPECTING AGENCY 8.TILE AND SHEET INSTALLATION 5. FIELD CONDITIONS 6720 SW MACADAM AVENUE,SUITE 100 CONTROL AND EXPANSION JOINTS; PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES ARE TO BE INSTALLED. VERIFY THAT WALL THICKNESS DOES NOT EXCEED STANDARD ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PORTLAND,OR 97219 GENERAL: COMPLY WITH TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. LOUT DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE OUTSIDE THE FRAMES OF INTERIOR DOORS,WINDOWS,AND ELEVATOR ENTRANCES; PERIMETER JOINTS AT TOLERANCES ALLOWED BY THROAT SIZE INDICATED. OUTTILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR TEMPERATURE RANGES REQUIRED BY THE PAINT PRODUCT MANUFACTURER. T 503-245-7100 FULL-HEIGHT ACOUSTICAL PARTITION ASSEMBLIES;JOINTS BETWEEN PLUMBING FIXTURES AND 4. DELIVERY, STORAGE,AND HANDLING 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, 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 117 SOUTH MAIN STREET,SUITE 400 CLEAN EXPOSED FRAMES PROMPTLYAFTER 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. SEATTLE,WA 98104 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, T 206-576-1600 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 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 ©ANKROM MOISAN ARCHITECTS, INC. 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: 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. 0871 0 0 DOOR HARDWARE 1)OPAQUE, FLAT: 50 G/L, 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:8"THICK 1.SUMMARY RECOMMENDED BY CARPET MANUFACTURER. REMOVE YARNS THAT PROTRUDE FROM CARPET 4)VARNISHES: 350 G/L, MAXIMUM. ACOUSTICAL SEALANT APPLICATION STANDARD:COMPLY WITH RECOMMENDATION IN ASTM - MANUFACTURER: NATIONAL GYPSUM COMPANY,GOLD BOND BRAND SOUNDBREAK XP GYPSUM THIS SECTION INCLUDES THE FOLLOWING: COMPLETE COMMERCIAL DOOR HARDWARE FOR THE BOARD SURFACE. VACUUM CARPET USING COMMERCIAL MACHINE WITH FACE-BEATER ELEMENT. C.ARCHITECTURAL COATINGS VOC LIMITS OF STATE IN WHICH THE PROJECT IS LOCATED. C919 FOR USE 0 F JOIN SEALANTS IN ACOUSTICAL APPLICATIONS AS APPLICABLE TO MATERIALS, FOLLOWING 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 4. CLEANING 2.SUBMITTALS COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF CONSTRUCTION 7. PAINTS AND COATINGS: 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, CLEAN OFF EXCESS SEALANTS FOR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK INDIVIDUAL COMPONENTS AND PROFILES AND FINISHES. STEEL STUDS AND RUNNERS:ASTM C 645 MANUFACTURER. CURRENT EDITION AVAILABLE AT WWW.PAINTINFO.COM, FOR SPECIFIED MPI CATEGORIES, PROGRESSES BY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER, DEEP-LEG SLOTTED TRACK:ASTM C 645 TOP RUNNER WITH 2 INCH DEEP FRAMES EXCEPT AS OTHERWISE INDICATED. MANUFACTURER'S OF JOINT SEALANTS AND OR PRODUCTS IN WHICH JOINTS OCCUR. DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE,AS WELL AS PROCEDURES AND 7. INTERIOR GYPSUM WALLBOARD 10. RESILIENT WALL BASE AND ACCESSORIES INSTALLATION 1. PROVIDE PRODUCTS HAVING VOLATILE ORGANIC COMPOUND(VOC)CONTENT NOT GREATER DIAGRAMS. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES,AND EACH AREA. 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 081113 DOORS & 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. GYPSUM WALLBOARD:ASTM C36 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 F N INFORMATION:TYPE TYLE F AREAS WHERED INSTALL WA FOLLOWING INFO 10 ,S UNCTION,SIZE, LABEL, HAND, SAG-RESISTANT GYPSUM WALLBOARD:ASTM C36, MANUFACTURED TO HAVE MORE SAG BASE IS REQUIRE S LL 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 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 TYPE X: LOCATIONS:WHERE DESIGNATED WALL BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE,WITH BASE IN CONTINUOUS 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 TO BE MORE FLEXILE THAN STANDARD REGULAR-TYPE PANELS OF THE SAME THICKNESS INSIDE CORNERS BEFORE INSTALLING STRAIGHT PIECES. PAINT ALL EXPOSED SURFACES EXCEPT WHERE INDICATED NOT TO BE PAINTED OR TO REMAIN 2. SUBMITTALS SYSTEMS. NATURAL;THE TERM "EXPOSED" INCLUDES AREAS VISIBLE THROUGH PERMANENTAND BUILT-IN PRODUCT DATA: FOR EACH TYPE OF DOOR AND FRAME INDICATED, INCLUDE DOOR PRODUCT CERTIFICATES:SIGNED BY MANUFACTURER'S OF ELECTRIFIED DOOR HARDWARE 8. 11. CLEANING AND PROTECTING FIXTURES WHEN THEY ARE IN PLACE. CERTIFYING THAT PRODUCTS FURNISHES COMPLY WITH REQUIREMENTS. CERTIFY THAT DOOR I DESIGNATION,TYPE, LEVEL AND MODEL, MATERIAL DESCRIPTION, CORE DESCRIPTION, TRIM ACCESSORIES 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 J-BEAD: USE AT EXPOSED PANEL EDGES. 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 CONTROLJOINT: USE WHERE INDICATED. PRODUCT FLOORING AGAINST MARS, MARKS, INDENTATIONS,AND OTHER DAMAGE FROM IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF THE SIZE OR WEIGH OF THE ITEM, PROVIDE 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 SUCCESSFUL RECOMMENDED 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 THATARE LISTED TO PERFORM ELECTRICAL MODIFICATIONS, BYA TESTING GLASS-MAT GYPSUM SHEATHING BOARD: 10-BY-10 GLASS MESH JOINT TAPE. ACCEPTABLE TO FLOORING MANUFACTURER. COORDINATE SELECTION OF FLOOR POLISH WITH 10.APPLICATION 3. QUALITY ASSURANCE AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,ARE JOINT COMPOUND AT INTERIOR GYPSUM WALLBOARD: USE FORMULATION COMPATIBLE WITH 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 APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING LABELED BY A TESTING 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 PROVED MATERIALS THAT COMPLY WITH REFERENCED INSTALLATION STANDARD AND CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM.THE NUMBER OF 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 CARPETING m 4. DELIVERY, STORAGE,AND HANDLING ACCORDING TO NFPA 252. LAMINATING ADHESIVES:ADHESIVE RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS METHOD. DO NOT APPLY SUCCEEDING COATS UNTIL THE PERVIOUS COAT HAS CURED AS DELIVER DOORS AND FRAMES CARDBOARD-WRAPPED OR CRATED TO PROVIDE PROTECTION TO CONTINUOUS SUBSTRATE. RECOMMENDED BY THE MANUFACTURE. IF SANDING IS REQUIRE TO PRODUCE A SMOOTH EVEN 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,ANDAPPLICATIONS. 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 - THERMOSETTING RESINS WITH MINERAL FIBERS MANUFACTURED FROM GLASS,SLAB WOOD, OR CHARACTERISTICS, DURABILITY,AND FADE RESISTANCE, INCLUDE INSTALLATION REPAIRED PROVIDED REFINISHED ITEMS MATCH NEW WORK AND ARE ACCEPTABLE TO 11. PROTECTION ROCK WOOL. RECOMMENDATIONS FOR EACH TYPE OF SUBSTRATE REQUIRED. Q 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 J FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH MINERAL-FIBER REQUIREMENTS OF SHOP DRAWINGS: EXAMINE DOORS AND FRAMES,WITH INSTALLER PRESENT' ASSEMBLY. INSTALLATION LOCATIONS/TRANSITION LOCATIONS FOR COMPLIANCE WITH PAINTING. CORRECT DAMAGE BY CLEANING REPAIRING OR REPLACING AND REPAINTING AS 5. DOORS REQUIREMENTS FOR INSTALLATION TOLERANCES, LABELED FIRE DOOR ASSEMBLY TYPE OF INSTALLATION APPROVED BY ARCHITECT. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS D L'Y'1 R 0 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: LABEL EACH SAMPLE WITH THE MANUFACTURER'S NAME, MATERIAL DESCRIPTION, � N DOOR LOUVERS: PROVIDED LOUVERS FOR INTERIOR DOORS,WHERE INDICATED PERFORMANCE. EXAMINE ROUGHING-IN FOR ELECTRICAL POWER SYSTEMS TO VERIFY ACTUAL ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: NON-SAG, PAINTABLE, COLOR, PATTERN AND DESIGNATION INDICATED ON DRAWINGS AND SCHEDULES. CONSTRICTION ACTIVITIES OF OTHER TRADES,TOUCH UP AND RESTORE DAMAGED OR DEFACED N LOCATIONS OF WIRING CONNECTIONS BEFORE ELECTRIFIED DOOR HARDWARE INSTALLATION.6. FRAMES NON-STAINING, LATEX SEALANT COMPLYING WITH ASTM C 834 THAT EFFECTIVELY REDUCES PAINTED MATERIALS. I 11J � 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: w > SINGLE-DOOR FRAMES AND TWO SILENCERS ON HEADS OF DOUBLE-DOOR FRAMES. SET UNITS LEVEL, PLUMB,AND TRUE 0 LINE AND LOCATION. ADJUSTAND REINFORCE CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO INSTALLER QUALIFICATIONS:AN EXPERIENCED INSTALLER WHO IS CERTIFIED BY THE FLOOR 123 600 COUNTERTOPS z Q z ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL ASTM E 90. COVERING INSTALLATION BOARD WHO CAN DEMONSTRATE COMPLIANCE WITH ITS = O CERTIFICATION PROGRAM REQUIREMENTS. O f_ V 7. EXECUTION AND COUNTERSINK UNITS THAT RE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. L U 12. EXECUTION 1.SUMMARY M INSTALL WOOD DOORS, FRAMES,AND ACCESSORIES ACCORDING TO SHOP DRAWINGS, SPACE FASTENERS AND ANCHORS ACCORDING TO INDUSTRY STANDARDS. CLEAN ADJACENT _I l0 W HOLLOW-METAL FRAMES,CAST-IN ANCHORS,AND STRUCTURAL FRAMING, FOR COMPLIANCE DO 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. EXAMINE AREAS AND SUBSTRATES,WITH INSTALLER PRESENT,AND INCLUDING WELDED 3. PROJECT'CONDITIONS: COUNTERTOPS FOR ARCHITECTURAL CABINETWORK. MANUFACTURER'S DATA,AND AS SPECIFIED. SURFACES SOILED BY DOOR HARDWARE INSTALLATION. CLEAN OPERATING ITEMS AS NECESSARY Q 3: O PLACED FRAMES BEFORE CONSTRUCTION OF ENCLOSING WALLS AND CEILINGS. TO RESTORE PROPER FUNCTION AND FINISH. PROVIDE FINAL PROTECTION AND MAINTAIN 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 ~ Ln Q ADJACENT TO HINGE LOCATION ON HINGE JAMB AND AT CORRESPONDING HEIGHTS ON STRIKE OF SUBSTANTIAL COMPLETION. PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 2. SHOP DRAWINGS:COMPLETE DETAILS OF MATERIALS AND INSTALLATION;COMBINE WITH � � W JAMB. ATTACH WALL ANCHORS TO STUDS WITH SCREWS. 13. INSTALLING STEEL FRAMING. GENERAL SHOP DRAWINGS OF CABINETS AND CASEWORK SPECIFIED IN OTHER SECTIONS. LnQ INSTALLATION STANDARDS:ASTM C 754 AND ASTM C 840 REQUIREMENTS THAT APPLY TO 4. INSTALLATION ACCESSORIES INSTALLATION INSTRUCTIONS: MANUFACTURER'S INSTALLATION INSTRUCTIONS AND Q N 0 FOR IN-PLACE GYP PARTITION, INSTALL KNOCK-DOWN, DRYWALL SLIP-ON FRAMES 7. DOOR HARDWARE SCHEDULEU N F_ 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 T_8.ADJUSTING AND CLEANING 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. PRIME-COAT TOUCH-UP: IMMEDIATELY AFTER INSTALLATION,SAND SMOOTH ANY RUSTED OR HEAVY TRIM,GRAB BARS,TOILET ACCESSORIES, FURNISHINGS, OR SIMILAR CONSTRUCTION. FOR INSTALLED CARPET AND THAT IS RECOMMENDED BY THE CARPET MANUFACTURER. DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH UP OF COMPATIBLE AIR-DRYING PRIMER. COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S WRITTEN 3. DELIVERY,STORAGE,AND HANDLING PROTECTION REMOVAL: IMMEDIATELY BEFORE FINAL INSPECTION, REMOVE PROTECTIVE 088000 GLAZING INFORMATION. ISOLATE CEILING ASSEMBLIES WHERE THEY ABUT OR ARE PENETRATED BY 5. EXECUTION/EXAMINATION STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR N WRAPPINGS FROM DOORS AND FRAMES. BUILDING STRUCTURE. EXAMINE SUBSTRATES,AREAS,AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION. STORE AND DISPOSE OF SOLVENT-BASED MATERIALS,AND MATERIALS USED MAXIMUM MOISTURE CONTENT,ALKALINITY RANGE, INSTALLATION TOLERANCES,AND OTHER WITH SOLVENT-BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL REVISION DATE REASON FOR ISSUE m 1.SUMMARY I CONDITIONS AFFECTING CARPET PERFORMANCE. VERIFY THAT SUBSTRATES AND CONDITIONS AUTHORITIES HAVING JURISDICTION. 0 812 5 INTERIOR ALUM . FRAMES THIS SECTION INCLUDES GLASS AND GLAZING FOR THE FOLLOWING PRODUCTS AND 096500 RESILIENT FLOORING ARE SATISFACTORY FOR CARPET INSTALLATION AND COMPLY WITH REQUIREMENTS SPECIFIED. > APPLICATIONS, INCLUDING THOSE SPECIFIED IN OTHER SECTIONS WHERE GLAZING 4. FIELD CONDITIONS g 1.SUMMARY REQUIREMENTS ARE SPECIFIED BY REFERENT TO THIS SECTIONS: INTERIOR WINDOW WALLS AND 1.SUMMARY CUTAND FIT CARPETTO BUTTTIGHTLYTO VERTICAL SURFACES, PERMANENT FIXTURES,AND MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE, HUMIDITY,AND VENTILATION) 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:VINYL COMPOSITION TILE(VCT)AND RESILIENT WALL Lu THIS SECTION INCLUDES THE FOLLOWING:ALUMINUM DOOR FRAMES AND ALUMINUM GLAZING NOSING. PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE BASE AND ACCESSORIES. U- FRAMES. 2. PERFORMANCE REQUIREMENTS LIMITS. PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENT AND 099123 INTERIOR PAINTING u 2.SUBMITTALS WIND AND IMPACT LOADS(WHERE APPLICABLE)WITHOUT FAILURE, INCLUDING LOSS OR GLASS 2.SUBMITTALS 5.ACCESSORY MATERIALS co i PRODUCT DATA: INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: DEFECTIVE MANUFACTURER, FABRICATION,AND PRODUCT DATA: FOR EACH TYPE L- PRODUCT SPECIFIED. PLYWOOD FOR SUPPORTING SUBSTRATE: PS 1 EXTERIOR GRADE,A-C VENEER GRADE, MINIMUM o INDIVIDUAL COMPONENTS AND PROFILES,AND FINISHES FOR EACH PRODUCT SPECIFIED. INSTALLATION; DETERIORATION OF GLAZING MATERIALS; OR OTHER DEFECTS IN CONSTRUCTION, SAMPLES FOR VERIFICATION: FULL-SIZE TILES OF EACH DIFFERENT COLOR AND PATTERN OF 5-PLY; MINIMUM 3/4 INCH THICK;JOIN LENGTHS USING METAL SPLINES.ADHESIVES: CHEMICAL SPECIFICATIONS L, RESILIENT FLOOR TILE SPECIFIED,SHOWING THE FULL RANGE OF VARIATIONS EXPECTED IN THESE 1. SUMMARY N SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS. INCLUDE PLANS, RESISTANT WATERPROOF ADHESIVE AS RECOMMENDED BY MANUFACTURER OF MATERIALS `o ELEVATIONS,SECTIONS AND DETAILS OF COMPONENTS INCLUDING HARDWARE, GLAZING,AND 3.SUBMITTALS CHARACTERISTICS. SURFACE PREPARATION, FIELD APPLICATION D PAINTS AND OTHER COATINGS,SURFACES TO BE BEING JOINED.JOINT SEALANT: MILDEW-RESISTANT SILICONE SEALANT,CLEAR. GLAZING STOPS. SHOW ATTACHMENTS TO OTHER WORK. PRODUCT DATA: FOR EACH GLASS PRODUCT AND GLAZING MATERIAL INDICATED. FINISHED ARE INDICATED IN THIS SECTION AND ON THE DRAWINGS. >- 3. QUALITY ASSURANCE :�i p SAMPLES FOR MANUFACTURER'S STANDARD SIZES AND OF SAME THICKNESS AND MATERIAL TEMPERED GLASS. 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 FABRICATE TOPS AND SPLASHES IN THE LARGEST SECTIONS PRACTICABLE,WITH TOP SURFACE M~ SECTION WHO HAS SPECIALIZED IN INSTALLING RESILIENT PRODUCTS SIMILAR TO THOSE ON FINISH SCHEDULE. V) INDICATED FOR THE WORK. IF FINISHES INVOLVED NORMAL COLOR AND TEXTURE VARIATIONS, 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 4� INCLUDE SAMPLE SETS SHOWING THE FULL RANGE OF VARIATIONS EXPECTED. 4. PRODUCTS IMPROPERLY DIMENSIONED OR UNNECESSARY CUTOUTS OR FIXTURE HOLES. PROVIDE o _jDELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL, UNOPENED CARTONS AND REFERENCE STANDARDS F GLAZING U CHANNELS(SURFACE MOUNTED OR RECESSED): BACKEND SPLASH WHEREVER COUNTER EDGE ABUTS VERTICAL SURFACE UNLESS OTHERWISE V) 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 INDICATED. SECURE TO COUNTERTOP WITH CONCEALED FASTENERS AND WITH CONTACT PERMIT/BID o¢ IDENTIFICATIONS,AND SHIPPING AND HANDLING INSTRUCTIONS. ARCHITECTURAL COATINGS; U.S. ENVIRONMENTAL PROTECTION AGENCY; CURRENT EDITION. SURFACES SET IN WATERPROOF GLUE. c!w INSTALLED QUALIFICATIONS:AN EXPERIENCE INSTALLER WHO HAS COMPLETED INTERIOR -GLASS SIZE:4",TEMPERED, BUTT GLAZED VERTICAL JOINT MPI(APL)- MASTER PAINTERS INSTITUTE APPROVED PRODUCTS LIST; MASTER PAINTERS AND c" ALUMINUM FRAMING SYSTEMSSIMILAR IN MATERIAL, DESIGN,AND EXTEND TO THOSE �`+ "X1 4" U-CHANNEL 4. PRODUCTS DECORATORS ASSOCIATION; CURRENT EDITION,WWW.PAINTINFO.COM. r ce INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A 7. EXAMINATION Q -BOTTOM CHANNEL: 1 X1 U-CHANNEL - RESILIENT BASE AND ACCESSORIES MPI(APSM)- MASTER PAINTERS INSTITUTE ARCHITECTURAL PAINTING SPECIFICATION MANUAL; Z RECORD OF SUCCESSFUL IN-SERCIE PERFORMANCE. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Lu C7 - FINISH: VINYL WALL BASE: PRODUCTS COMPLYING WITH FS SS-W-40,TYPE II AND WITH REQUIREMENTS MASTER PAINTERS AND DECORATORS ASSOCIATION; 2004 DATE PROJECT MANAGER -J F- MANUFACTURER QUALIFICATIONS:A FIRM EXPERIENCED IN MANUFACTURING INTERIOR OUTLETS ARE INSTALLED IN PROPER LOCATIONS. i�;, - MANUFACTURERS:C.R. LAURENCE CO., INC.; PRODUCT: CRL SHALLOW AND DEEP WET/DRY SPECIFIED IN THE RESILIENT TILE FLOORING SCHEDULE. Q Z ALUMINUM FRAMING SYSTEMS. GLAZE U-CHANNELS;WWW.CLAURENCE.COM 2.SUBMITTALS 02.28.14 SO N 0 SOURCE LIMITATIONS:OBTAIN ALUMINUM FRAMES THROUGH ONE SOURCE FROM A SINGLE ALTECH SYSTEM5. INSTALLATION -ACCESSORIES PRODUCT DATA: PROVIDE COMPLETE LIST OF ALL PRODUCTS TO BE USED,WITH THE 8. INSTALLATION , J MANUFACTURER. "'E -GLASS SIZE:J"TEMPERED, BUTT GLAZED VERTICAL JOINT TROWEL LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT BASED FOLLOWING INFORMATION FOR EACH: SECURELY ATTACH COUNTERTOPS TO CABINETS USING CONCEALED FASTENERS. MAKE FLAT PROJECT NUMBER SHEET NUMBER 6a- OR BLENDED HYDRAULIC CEMENT BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT MANUFACTURER'S NAME, PRODUCT NAME AND/OR CATALOG NUMBER,AND GENERAL SURFACES LEVEL;SHIM WHERE REQUIRED. SEALJOINT BETWEEN BACK/END SPLASHES AND 126250 "' < PRODUCT MANUFACTURER FOR APPLICATIONS INDICATED. PRODUCT CATEGORY(E.G. "ALKYD ENAMEL")AND MANUFACTURERS INSTALLATION VERTICAL SURFACES.VARIATION FROM HORIZONTAL: 1/8 INCH IN 10 FEET, MAXIMUM. p� ADHESIVES:WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUITE RESILIENT INSTRUCTIONS. OFFSET FROM WALL,COUNTERTOPS: 1/8 INCH MAXIMUM; 1/16 INCH MINIMUM. FIELD JOINTS: SCALE T-0 * 2 J,5 S 1/8 INCH WIDE, MAXIMUM. N/A INCLUSIVE OF ADDENDUM #001 & BID RFI #001 DC AREA OF WORK AREA OF WORK AREA OF WORK ' i� rsi ari 7 � RR. RRI• Rto t, RRR. RRI• RRI• � RI• RI• RRam t, t_ RRt� - � ry ROOM SF RM OCC I ROOM 5 OCC "- 1 A I of o I. 250 6 116f �' � �. lig �; !" !!! !! ! u'a 0 OC CTW j- 1 10 I�;! 3 18 rc�i si ! 1 15 B 3;: �I! CL,.-�I � _ 96'-10 � -.®.«�.. - J i � i '� 1`'S ��15 ��--� LJ 1.1 1 ROOM SF RM OCC MSF RM - s i - > �s ROOM SF RM OCC 3 Q p 1 23 L ROM sF RM OCC 80 1 ROOM f 058 40 u– 'J - r'- i ==37 4 i ( «` 1 100 B 116 8 t''�, �s `` -9" i 1 100 I o Y, `; j 100 B I - Ud -- =I ' `i f �C./ Loci. tom/ - ' C�c1 ��f—— i 15 B ly` ! !! I— Vii! !i!—~ ;A !i ?_ �!! iij j33 i;it — i I I I SF RM OCC #' ? -' .. .yam ROOM RM OCC alo- it If 5mokaH N I 6720 SW MACADAM AVENUE,SUITE 100 ' FEC �� PORTLAND,OR 97219 ' n I I T 503-245-7100 ' 1! ROOM SF RM OCC EWS 1! 314 2 ` Roots sr RM occ Roots SF RM«c ( • • • 1 300 B , 204 14 } I 112 1 I 117 SOUTH MAIN STREET,SUITE 400 1 1$ B ROO1A R"'«c ROOM SF c !i SEATTLE,WA 98104 633 42 116 1 24'0 1 300 B T 206-576-1600 1 15 B 1 300 B �' 25 ' (I F� I ®ANKROM MOISAN ARCHITECTS,INC. O El, m a a � i '� — O® ®OEl 0 ROOM SF RM OCC I _ ® 97 1 ® ® R n ROOM SF RM OCC 1 3OOEXrr5 OLF OCC TYPE B - u 134 1 ® ® ® 1 100 B , El ! ! ❑ IT 01F OLA PO E 0 0 0 0 WO A SF SRM C - - L) OLF OCC TYPE 300 ;! �/ \ J L` J \\i ! i= MEN R<• e_ R� RI• R� t_ R� R� -- - ,� FEC 1' 0 ROOM SF RM ocC ;; I 1550 8 --t (( �� "' F MO 1 200 B i__! �� - ROOM SF RM OCC - � � I - B ROOM SF RM OCC t 1081 72 _ 754 38 791 RM 40 I EXrrS OU 2 15 A-2 �— 1 20 B 1 20 B I - ! i 1 ROOM SF RM OCC - i ROOM SF RM OCC - - I O 800 40 1800 40 1 _ ou h 20 B .__, I 20 B RM« j 1 � _ _ 100 B u� l _ Li Li iiiiiiiiiiniiiii ==moo R � t• RRA RRR� - - EGRESS PLAN - BUILDING B - FIRST FLOOR . z J • m N LIFE SAFETY SUMMARY FIRE & LIFE SAFETY PLAN NOTES w 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3, EXCEPTION 1.)THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES Z Q z LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B,F, THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. O AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT THE BUILDING IS O w EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED (n LU IN ACCORDANCE WITH SECTION 903.3.1.1 Q � 0 COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 74'-0" Ln FIRE & LIFE SAFETY PLAN LEGEND 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, ROOM SF RM OCC MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE 1000 200 ROOM SUMMARY TAG U TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS 2 200 A-2.1 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(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY COMPLIANCEWAXIMUM TRAVEL DISTANCE- 112'-0" FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY a 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 EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT Lu EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES,UNIT PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,(SEE EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY STABLE 1015.1) POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702, PER N 2010 O.S.S.C.SECTION 1006 COMPLIANCE:EXIT DOORS REQUIRED- 2 COMPLIANCE:EXIT DOORS PROVIDED- 4 ® EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. �! 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2)H AN AUTOMATIC FECFIRE EXTINGUISHER CABINET /� o SPRINKLER SYSTEM IN ACCORDANCE W TH SEECTIONWHERE A BUILDING IS EQUIPPED THROUGHOUT T903 31 1 OR 903 3.1.2,THE (-–, EGRESS PLAN CNISEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL L–J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR FIRST FLOOR NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL / \ Q DIMENSION DIMENSION OF THE AREA SERVED. • T-0"DIAMETER WHEELCHAIR TURN AROUND AREA Q h COMPLIANCE:MAXIMUM SEPARATION REQUIRED- o COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 96'-10" – _+ NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING EXISTING WALL PERMIT/BID N LL Z a J DATE PROJECT MANAGER 0 02.28.14 SO w Q PROJECT NUMBER SHEET NUMBER FF, 1 o 126250 o� SCALE T— 1 . 1 Jg 1/8��_1 �_0�� INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK — `" — — -'' AREA OF WORK . � RODM SF � y� i 25p F # w X 3 —t �Y� JG# -� - --- - - -- '..Nx ll=-� ! I 1 3 s a I { a _ Ift- `A L l I ® OPEN TO -! r y u BELOW SF RM 41 !� ti..x..' SF RM i1752 48 54 I 1 1100 B 1 Rosa SF tw«c ol� 161'-2" 192 ED CD a Q � J t { }€ CD flit Ankmm 1 �� v.JC.' ; •� � `-x � � �`*xi j i i. I F ?� /, � t i. f? r �, '` :1, f I ��:XJ � � � ". ED C ool� ED 0 6720 SW MACADAM AVENUE,SUITE 100 _ N .... PORTLAND,OR 97219 'O— 44" �� FEC T Spa-24S-7100 Ul 0 r --, 117 SOUTH MAIN STREET,SUITE 400 ? ROOM SF ® OOM SF M OCC , , _... MSFRM C ' zY.x ROOMS RM OCC 167 11 ± ' 233 16 ' 230 16 t. 157 10 L ED 1 1 S B 1 1 1 ,5 B SEATTLE,WA 98104 76 1 1 T 206-576-1600 1 15 Byp -{ ,-r _ T1 ,00 B - — j 0 ANKROM MOISAN ARCHITECTS,INC. Q E3 ! t 8 FEC EIF-L ol v — .� ..vu ?} Irk.`.\;,� �� ?}•—j }, ;�,,� 0�7 FEC o _ ' �' �� 1{> � ✓ RM OCC `/ �` �/ -�' O C) _J RWl {rte✓\c}t� { AIli F - ,} } P } j , ROOM SF cx , 15 B 5 t } ��,N /�-� B � . ,# 1 ^ Rte► - ..- .._. ... ? # 898 5I if1 � __j 100 B } r SF RM OCC t \N `'.../ � _�✓ `,,/d }J 1.,h' O� '�✓,j j\-' '..1._,,,•" "'"---' ....r�f 1 �..../,jj J � r•'^' i i. --' �- ,tel - ,»-•--• (�'� -"" `�–.} } 38 9� ! 1 1{ { BP1 { I i - , ! t } } 100 B ,I veoc\ RQOM SF RM OCC R I i 1. 90 4$ _ ? 1 1 p0 B �r' ! r'j ti /# ' t 'L�i� { L1 %JJ ■■ ■■■■ � .r if :---j i---3 r�, --- `--� / € -� I.+.i ,, -` -b--I 1•-..-.�r!. Y* r4,.... ^''''�? x"_a ""; 3:.—.:.,7 1 rY '^ '}----{ i i i{ ( ,' _----..+ I 1 it k \ `� mm� &'J) I EGRESS PLAN - BUILDING B - SECOND FLOOR T-1 v8"=1'-0" z n m C1D r4 LIFE SAFETY SUMMARY > Z az - ,. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.)THE = 0 - LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B, F, oll W ANDS, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED J kO w IN ACCORDANCE WITH SECTION 903.3.1.1 Q 0 COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 80'-0" N O 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED In Q ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXITACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE r TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) ui COMPLIANCEWAXIMUM TRAVEL DISTANCE- 149'-0" REVISION DATE REASON FOR ISSUE a 3. 'EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO > EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,(SEE gTABLE 1015.1) � COMPLIANCE:EXIT DOORS REQUIRED- 2 0 COMPLIANCE:EXIT DOORS PROVIDED- 3 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) ct WHERE A SPRINKLER DING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC EGRESS PLAN RDANCE WITH SECTION 903.3.1.1 OR 903.3.1.Z THE SEPERATION DISTANCE OFOTHE EXIT DOORS OR EXT ACCESS DOORWAYS SHALL SECOND FLOOR NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL _ >- DIMENSION DIMENSION OF THE AREA SERVED. O �F„ COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 84'-0" COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 161'-2" m PERMIT/BID Z< DATE PROJECT MANAGER 0 02.28.14 SO w Q PROJECT NUMBER SHEET NUMBER tAf rt o 126250 Qf SCALE T- 1 • 2 11811=1 1.011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 - WO AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF RK � AREA OF WORK - - - - - - -- - -- _-�► • 1 � F R ,! n „ II II II it I ,L-----------------'i I i�----------------moi ,1 1, ,I II ,1 II !i II ilmm Mni-qari ii \�` ;iii I I 1 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 -71 I i I 1-11d L/I R 1t-------------- _-- T 5a3-245-7100 I --------- I Ii I I R 1 117 SOUTH MAIN STREET,SUITE 400 I I 4 i 1 ' SEATTLE,WA 98104 1 lI O I 4 r 1 I I ' _ II 4 T 206-576-1600 Rt i I 0 ANKROM MOISAN ARCHITECTS,INC. Fm i 4 �; mi R - I4R I 12 I I I Rd b d ------ �iR .� l 10F� rr� — �oo o0 1 LL11 i3 R R 1------------�F ------- I ' u I II I !I it U it I 11 it 11 I it I n 11 II I 1 II II I! ii II 7 / if 11 mmm% !I 11 tl 15 - I 13 R17 1 13 R =qLIF ; I v� =moo ' DEMOLITION PLAN - BUILDING B - FIRST FLOOR - T-2 1/8"=V-0" z DEMOLITION PLAN KEYNOTES DEMOLITION SCOPE DEMOLITION PLAN SYMBOLS DEMO VCT FLOORING IN THIS ROOM OR O AREA.REMOVE BASE,PATCH WALLS AS EXISTING WALL ' 1 1. PARTITIONS, DOORS,RELITES&ITEMS SHOWN AS DASHED ARE 70 BE REMOVED OR RELOCATED,REUSABLE N REQUIRED ,NEW BASE. MATERIALS TO BE RETURNED TO BUILDING STOCK. N DEMO POWER/DATA FLOOR MONUMENT,INFILL FLOOR TO MEET CODE, — _ —— 1 h 2. REMOVE ALL POWER,SIGNAL,SWITCHING&OTHER WALL MOUNTED DEVICES FROM WALL TO BE DEMOLISHED —— ——— WALL OR ITEM TO BE REMOVED W BACK TO SOURCE. W " cn DEMO SINK AND FAUCET. z O 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK.PREP TO RECEIVE NEW FLOOR FINISHES AS � �— GLASS REL(TE 3:: (� _ DEMO CARPET,PREP FLOOR FOR NEW HARD SURFACE FLOORING,SEE FINISH SCHEDULE. INDICATED ON FINISH PLAN. M L OB2: EXISTING WATER COOLER SUPPLY LINE,CAP PLUMBING. 4. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. O KEYNOTE < Q I-- LA a NOT USED 5. EXISTING ABOVE CEILING HOT WATER HEATERS TO REMAIN,REPLUMB TO NEW SINK LOCATIONS. DUPLEX OUTLET TO BE REMOVED 01 w In Q ORELOCATE EXISTING DOOR,FRAME,RELITE&HARDWARE PER DOOR SCHEDULE,TO NEW <! PHONE/DATA OUTLET TO BE REMOVED < N LOCATION SHOWN ON FLOOR PLAN.INFILL WALL WITH WALL TYPE TO MATCH EXISTING. 6. REMOVE EXISTING CABINET PULLS FROM MILLWORK CABINETRY SCHEDULED TO REMAIN AND REPLACE WITH NEW PULLS-SEE FLOOR PLAN FOR NEW PULL SPECIFICATION. SALVAGE WALL MOUNTED,BATTERY OPERATED PAPER TOWEL DISPENSER AND WALL FLOOR MONUMENT TO BE REMOVED OMOUNTED SOAP DISPENSER FOR RELOCATION.SALVAGE WATER FILTRATION SYSTEM AND 7, WHERE PARTITIONS ARE DEMOLISHED IN AREAS WHERE EXISTING CARPETING IS SCHEDULED TO REMAIN PATCH, RECONNECT. REPAIR AND EXTEND CARPETING USING FULL TILES TO LINE OF NEW WORK. 4A WALL SWITCH TO BE REMOVED. PHONE ROOM:DEMO WALL MOUNTED CABINET,DEMO PHONES AND OUTLET,REMOVE ui Q FRP WAINSCOTAND 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 _ INTENT ON REFLECTED CEILING PLANS T-4.1 AND T-4.2. a 10 REMOVE COAT RACK/SHELF/DOOR/WALL-PATCH, REPAIR WALLS AND CEILING. ABBREVIATIONS uj 9. SALVAGE ALL DOORS AND HARDWARE WHERE DEMOLISHED FOR REUSE.DOOR FRAMES TO BE NEW TO MATCH B1;DEMO ENTIRE MOVEABLE PARTITION WALL,DEMO CEILING TRACK,REMOVE ANY R REMOVED S 11 STRUCTURAL UNISTRUT ABOVE CEILING. TENANT STANDARDS AT ALL NEW OPENINGS.INCLUDE TOTAL NUMBER OF REUSED DOORS AND HARDWARE SETS W IN BID PROPOSAL. -� 12 81:REMOVE FRP FROM WALLS, REPAIR WALLS AS REQUIRED. n 10. REMOVE AND DEMOLISH ABOVE CEILING COLD WATER CHILLER THAT SERVICES PANTRY SINK WATER DISPENSER 13 REMOVE EXISTING TV AND BRACKET,PATCH WALL AS REQUIRED.RETURN TV AND AND ELECTRICAL BACK TO SOURCE.CHILLER LOCATED ABOVE CEILING NEXT TO WATER HEATERS AT ALL BRACKET TO TIGARD FACILITIES. DEMOLISHED SINK LOCATIONS. DEMOLITION 0 14 NOT USED PLAN N 1 g REMOVE EXISTING WALL MOUNTED N,BRACKET AND OUTLETS BACK TO SOURCE.PATCH - FIRST FLOOR WALLAS REQUIRED.RELOCATE TV AS INDICATED ON REFLECTED CEILING PLAN. ca� N PERMIT/BID U DATE PROJECT MANAGER 0 02.28.14 SO _,� PROJECT NUMBER SHEET NUMBER o 126250 Lu SCALET-201 °s 1/8•'=1 1.0{{ INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK AREA OF WORK r _ AREA OF WORK AREA OF WORK ►-� 1949 p O ^ IIS OF 0 Cyy\\ III III Ilt 1w OPEN TO Rte=--- ----------_ BELOW t © ��----------- R R R +tri .a � ...0 11 NEW LAnkrnm MOMi IMMUNE - - MEMNON WINNER WOMEN[ "" �,.,• • ...� � •�• � �,� �` � �~ 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 r-��= =-- rr�t - -•-- tl 7 / t �� -- -- -__�_--_=---=J1 t t 11 R t��i 4 R R - -L-iI R t ly1 T 503-245-7100 1iL !ZR u t 117 SOUTH MAIN STREET,SUITE 400 _-----(t ItC R 1 r i 1�=R x �� ' 8 3 i 1 i i i ttFEf}R 4 SEATTLE.WA 98104 r 11 t l t T 206-576-1600 1 tt -t6R � t �R R 1 i, 1 t ii R tt R R t t li R R /,.rlt 1 R � � ®ANKROM MOISAN ARCHITECTS,INC, tl s a I t T i ii Ri i i ii a ____________ OQ�_� E� _ ...... -___6___ E3 B t1 tt � _ o z_ �-- I1 tt tt R Ir 11 It R R 1�R 11 R 1# � � i � ]WOMEN �� NINE. MEMO= UNIONS R .100 �1�R R� R ii R Efl+i + ►1i `, ii 'Jit r, l�/ 110 0 . - --5- 1 - vitIp \ It � It tl WOMEN WOMEN WOMEN IMMUNE 1111 1 It ! It t1 R+96 R+96=0[-1 LIZ m L-4 o o 0 0 DEMOLITION PLAN - BUILDING B SECOND FLOOR m T-2 1/8°=1'-O" z m m N L.LJ W Q Z z _ p 0 0', W J k � < 0 un a Ln N U N � r- F— N REVISION DATE REASON FOR ISSUE d sL W u- co - - - DEMOLITION N PLAN " SECOND FLOOR o o� PERMIT/BID a° v DATE PROJECT MANAGER J 0 02.28.14 SO W PROJECT NUMBER SHEET NUMBER o 126250 W V SCALE T-2 * 2 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 D A� AREA OF WORK E WORK AREA OF WORK AREA OF ^ 1 iiiiiiiiiiiliie mimiiiiiiiiiil,, rN� CONF IN ?j 1si4ti Cy jB1.142 N f CONF Lw OFFICE 1" 81.100 O OF O 23 ' 61.510 B OFFICE N N _ B1.510 -`t 81.525 N ' 3 ' I EQ EQ N N B 81.525 N N C EQ EQ CY ' ' " 29 I N N 8 ' I I c OFFICE N OPEN OFFICE 29 , 131.520 N 81.530 ' r 131.520 B I LLI CONIF [Ank-mm Mni-qa z I 61.150 HR DEPT '-0" 7'-6" 29`--9 5/8' '-8 3/8"+/ N 61.515 z Z D I COPY/PRINT 10 11 z 61515 23 B1'2 _FEC O FEC ALIGN Q o 6720 SW MACADAM AVENUE,SUITE 100 FEC N 11 Q w PORTLAND,OR 97219 E2 FEC - - nm T 503-245-7100 42 NJOD N w z _ __ `nE N+42 19 ED EP EXISTING IDF ' �" �' '� ` �` '� ` ` STORAGE C 00 117 SOUTH MAIN STREET,SUITE 400 tONF 19 FCI z z a 23 +42 J LL 131.17961.545 C C SEATTLE,WA 98104 E1 ¢ COFFEE LOUNGEN18 < r--7 VESTIBULET 205-5751500 6 in B1.14 0 ANKROM MOISAN ARCHITECTS,INC. qT Ei T-5.3 N FJ F3 L f\ Ln L co �► FEC EP IDF CORR. z ._ 27 1 4 10 4 181.180 1 NSI OP STORAGE 81.13 B1.14 ' 1 G0 10 FEC 81.360 a 10 � 4 o C r ^ q .� Emmoo t! q C MEN WOMEN 24� 411111111111111 11 NP p p p FEC t7l; 37 31 36 35 31 37 ' LOBBY Bi.1 +44 +44 t— SERVERY N 6 61.07A N 7 +60 N \ 7-5.3 T-5.3 ( 1 )N TRAINING TRAINING TRAINING �� 81.320 N N TRAINING 00 131.300 81.310 c 2 - 81.330 LUNCH ROOM 3 6 10 LnT-5.3 81.07 36 35 31 37 8'-4" r xn T 5.1 ommumo FLOOR PLAN - BUILDING B - FIRST FLOOR T-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. f NEW 48"X 48"CLEAR GLASS,TEMPERED WINDOW.BUILDING STANDARD FRAME.SILL @ 35"AFF, 21 NOT USED EXISTING WALL a _ �./ PROVIDE BUILDING STANDARD BLIND. 2. PROVIDE BUILDING MANAGEMENT WITH AS-BUILT DOCUMENTATION/DRAWINGS AT COMPLETION OF WALL MOUNTED TV LOCATION.PROVIDE POWER/DATA/COAXIAL AS NEEDED.VERIFY OUTLET 22 NOT USED CONSTRUCTION. NEW 2{� HEIGHT.PROVIDE BACKING IN WALL INSTALL TENANT PROVIDED MOUNTING BRACKET.TVs NEW NON-INSULATED PARTITION WALL TO CEILING GRID 1 m - PROVIDED AND INSTALLED BY FACILITIES. PROJECTION WALL SURFACE:KEEP WALL CLEAR FOR PROJECTION,DO NOT INSTALL ANY DEVICE, 7-5.1 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH,LEVEL 4 FINISH PER AWCI STANDARDS. f`�� NEW WOOD BENCHES.PROVIDED BY TENANT,FURNITURE VENDOR TO SECURE TO THE FLOOR TO 23 SWITCH,SIGNAGE,ETC.ON WALL. A n APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR TO FINAL FINISH COAT TO \-/ PREVENT MOVING. W a1 SUPPORT COUNTER WITH SURFACE MOUNTED BRACKETS AT EXISTING WALL PAINT BRACKETS AND W > MINIMIZE SURFACE TEXTURE VARIATIONS U.N.O. 4 NOT USED 24 SCREWS TO MATCH WALL NEW INSULATED PARTITION WALL TO CEILING GRID. 2 Q Z SOUND BATT INSULATION ABOVE GRID,48"ON BOTH T-5.1 Z Z 0 4. ALL POWER/SIGNAL OUTLETS SHOWN ARE EXISTING TO REMAIN.NEW POWER/SIGNAL OUTLETS INDICATED 25 NOT USED 13 SIDES OF WALL 0 W WITH"N". � NOT USED .J LD 26 NOT USEDI a NEW INSULATED PARTITION WALL TO STRUCTURE.SOUND Q ?� 5. SALVAGE EXISTING SIGNAGE AND BULLETIN BOARDS FOR RELOCATION,TENANT TO DETERMINE NEW NEW ADA SINGLE BOWL S.S.SINK:JUST MANUFACTURING,SL-2225-A-GR.NEW ADA FAUCET:DELTA 3 5 BATF INSULATION ABOVE GRID,48"ON BOTH SIDES OF LOCATIONS• 100LF-HDF,CHROME FINISH. 27 CARD READER AT DOOR. C WALL 6. NEW BUILDING STANDARD BLINDS IN ALL NEW RELITES. Ln Q O NOT USED 28 DEDICATED DUPLEX OUTLET FOR UPS. GLASS RELITE < N C� 7. PROVIDE Z-DUCT ABOVE 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 WAIL COVERING WC-1:MAGNETIC,WHITEBOARD FINISH. 100 ROOM NUMBER 8. OUTLETS WITHIN 3'-0"OFA WATER SOURCE TO BE GFCI. PROVIDE 1 AT WIRE WITH POWRPET ONER&DATA E ROAT OM KOR IN CENTER OF ROOM.SPEC:TE CONNECTIVITY,IT30 PROVIDE DOUBLE GANG AV JUNCTION BOX WITH 2"PATHWAY TO CEILING PLENUM. a KEYNOTE 10 W000 SLAT WALL,ROOM DIVIDER.SEE DETAIL 9,SHEET T-5.1. 31 PRESENTER STATION:PROVIDE AND INSTALL AV JUNCTION BOX WITH PULL STRING TO CEILING,DATA 4 REVISION DATE REASON FOR ISSUE _ OUTLET AND QUAD POWER. T INTERIOR ELEVATION REFERENCE > 11 NEW FIRE EXTINGUISHER CABINET,SEMI-RECESSED,BUILDING STANDARD. 32 NOT USED DETAIL OR SECTION REFERENCE S 12 DEDUCT COST:DELETE CHAIR RAIL CRA AT WALLS WHERE SCHEDULED ON FINISH PLAN. 33 VTC CAMERA,COORDINATE WITH AV VENDOR. T J p 13 NEW REFRIGERATOR,GC TO PURCHASE&INSTALL SEE APPLIANCE SCHEDULE. 34 NOT USED_ A WALL TYPE 90 O 14 PROVIDE Y4"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. N NOT USED O O WALL TOUCH PANEL'PROVIDE AV JUNCTION BOX WITH PULL STRING TO CEILING.COORDINATE WITH DUPLEX RECEPTACLE FIRST F LOO R 15 35 n AV VENDOR. 4-PLEX RECEPTACLE >- OMOTHER'S ROOM:NEW P-LAM COUNTER&4"BACK SPLASH WITH SIDE PANEL EXISTING UNDER WALL MOUNTED AV RACK PROVIDED AND INSTALL BY AV VENDOR.GC TO PROVIDE AND INSTALL i 6 COUNTER REFRIGERATOR TO BE LOCATED BELOW. 37 QUAD POWER, DATA OUTLET AND DOUBLE GANG AV JUNCTION BOX WITH 2"PATHWAY TO CEILING d VOICE/DATA OUTLET v~i PLENUM AND 1"PATHWAY TO PRESENTER STATION AND WALL TOUCH PANEL FLUSH FLOOR MONUMENT-POWER/DATA In 17 INSTALL FRP ON WALLS FROM FLOOR TO CEILING. O J FLOOR MONUMENT FOR FLAT WIRE-POWER/DATA ^m o 18 3'-0"W x 6'-10"H,GYP.BD.WRAPPED DOOR OPENING. ___= U.L LISTED FLAT WIRE PERMIT/BID U- EXISTING P-LAM CASEWORK:PROVIDE NEW P-LAM COUNTER TOP&BACKSPLASH,PL-2.REPLACE JD JUNCTION BOX _ HARDWARE PULLS WITH HAFELE, 117.97.461,STEEL,FINISH: MATT CHROME,ON UPPER&LOWER © COAXIAL FOR TV z U CABINETS. J ABBREVIATIONS DATE PROJECT MANAGER a z 20 NOT USED N NEW 02.28.14 SO RL RELOCATED PROJECT NUMBER SHEET NUMBER Lu F" +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 126250 6 CL DED DEDICATED T-391 SCALE S GFCI GROUND FAULT CIRCUIT INTERRUPTER 1/8of=1 1-011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK Fel � AREA OF WORK AREA OF WORK CONF. ROOMLi C O ' IGN ---- P ' OF 4 23 29 OPEN TO BELOW ` 12 ' Q, 29 w N N 23 i NEQ EQ EQ EQ O' CON .ROOMA L fAf f---f---1---s---� B2.502 I_—_L � LARGE CONF 12 3 _ �~ rWORK AREA ALIGN 11 ALIG"N 16r-0" C B2.160 4%� m# — — 1 COPYIPRINT� ' 16'x" L. 9ALIGN A 4' " 82.300 MOTHERS 6720 SW MACADAM AVENUE,SUITE 100 ' FEC 10 82.3 0 82.180 11 FEC FEC PORTLAND,OR 97219 N ,: z A GFC�I E5 T 503-245-7100 m Et 13 FjD 0 10 +429 N E2 FCI L.! `K 5 � 6 D D 117 SOUTH MAIN STREET,SUITE 400 N+42 4 COFFEE LOUNGE COFFEE LOUNGEC CON M COPY/PRINT T-5.3 23 D� Ea I 14 � r � C N T-5.3 � � � T-5.3 14 +42 N E4 23 N � � SEATTLE,WA 98104 N+42 T-5.3 82.2 N r 33 3 LOBBY 62.8 GF E2 62.540 N 82.12 T 206-576-1600 N 29 6 N 82.160 LIGN C, 35 ALIGN o ' ' 82.1 ALIGN +42 E1 D D40.5ao a 0 ANKROM MOISAN ARCHITECTS,INC. N GFCI D D ' ` ___ DED 5 N+42 © © N N N 8 �- t t7l - N F3 �� _ ' CONF.ROOM EP FEC 10 , 1'- 10 FEC 82.191 '-4" 15'-0 1/8" ALIGN C 8 ALIGN ALIGN 12'-3' 9'-0" A 4'-0" N 11 q VERIFY �� — �� B 11 EC �► FEC HUDDLE B ALIGN 6-j 1---J (C El� 82.161 B w HUDDLE ' L_J.J MEN WOMEN L�_� i nj 82.162 rsi _C� m z 8'-10 3/4" 8'-4 3t4" Q Ln W-103/4' ALIGN 8 co - °� N m ' � N +38 O MUDDLE HUDDLE B ' 82.164 °p N1+38 8 m M L? =MEMO 3 FLOOR PLAN - BUILDING B -- SECOND FLOOR T-3 1/16"=1'-0" VARIES DOOR AND FRAME NOTES Z 1. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE. i p FULL LITE W/ WOOD TRIM DOOR SCHEDULE -- 2. DOOR FRAME-MATCH TENANT STANDARD,BLACK TIMELY ( TO MATCH � m oy DOOR DOOR FRAME m04 3. DOORS-MATCH TENANT STANDARD,CLEAR FINISHED MAPLE-PLAIN SLICED PREMIUM GRADE. SIZE LJJ pcY W Q Z 4. HARDWARE-MATCH TENANT STANDARD,SARGENT,10 LINE,Lj LEVER STYLE,SATIN CHROME I u Z p PLATED 26D/626 FINISH. � Q¢ 4 z V O 5. 20 MIN RATED DUTCH DOOR A TYPE DOOR B TYPE DOOR C TYPE DOOR u a r Ln uj N 1,0O a O� W POCKET DOOR o a W m ¢ z d z Q a J C -MAXIMUM 1/8"CLEARANCE BETWEEN TOP&BOTTOM LEAF. z 3 z F- m r, m w z NOTES < -LEAVES TO BE SELF LATCHING-LEAF TO LEAF AND LEAF TO FRAME. B1.180 3'-0" 7'-0" 1-1/2" A WOOD CLR TIMELY BLACK 3 Ln [� -WOOD SHELF BETWEEN LEAF OR OVERLAPPING ASTRAGAL AT BOTTOM RAIL OF TOP LEAF. DUTCH DOOR 81.360 4'-0" 8'-9" 1-1/2-1 A WOOD CLR TIMELY BLACK 3 VWIDE,FULL HEIGHT Ol 4'-0"- '- JL_ 4'-0" L B1.510 - - - - - - - - - ELOCATED DOOR,NEW 18"RELITE „� Ln 6. STOREFRONT-PROVIDE BUILDING STANDARD MANUFACTURER,KAWNEER.MATCH EXISTING PROFILES AND FINISH. 81.515 3'-0” T-0" 1-1/2" A WOOD CLR TIMELY BLACK 2 OORTIED TO SECURITY ALARM u N _ B1.520 3'-0" 7'-0" 1-1/2" B WOOD CLR TIMELY BLACK 1 Ins; B1.525 3'-0" 7'-0" 1-1/2" B WOOD CLR TIMELY BLACK 1 All B1.530 3'-0" 7'-0" 1-1/2"1 F WOOD CLR TIMELY BLACK 7 ALUMINUM STOREFRONT HARDWARE GROUPS GROUP 6-INTERIOR LOCKING-DUTCH DOOR-RATED ,/ B1.545 3'-0" 7'-0" 1-1/2" A WOOD CLR TIMELY BLACK 3 2 PAIR BUTTS-41/2" �/ -o o- B1.14 3'-0" 7'-0" 1-1/2" A WOOD CLR TIMELY BLACK 8 LEC LOCK&CARD READER,(2)KICK PLATES REVISION DATE REASON FOR ISSUE _ GROUP 1 -INTERIOR PASSAGE LEVER LOCKSET-"ENTRANCE"TYPE B2.160 3'-0" 7'-0" 1-1/2" A WOOD CLR TIMELY BLACK 1 °" 1 1/2 PAIR BUTTS-41/2" SELF-CATCH LATCHING DEVICES EACH LEAF B2.161 3'-0" 7'-0" 1-1/2"1 C WOOD CLR TIMELY BLACKI 5 LEVER SET-"PASSAGE"TYPE FLOOR STOP B2.162 3'-0" 7'-0" 1-1/2"1 C WOOD CLR TIMELY BLACK 5 � FLOOR STOP GASKETTING 1 82.163 3'-0" 7'-0" 1-112" C WOOD CLR TIMELY BLACK 5 S SILENCER B2.164 3'-0" 7'-0" 1-1/2" C WOOD CLR TIMELY BLACK 5 u, GROUP 7-STOREFRONT LOCKING-PAIR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR 21/2 PAIR BUTTS-41/2"EACH DOOR --' �- __ 82.180 3'-0" 7"-0" 1-1/2" A WOOD CLR TIMELY BLACK 4 GROUP 2-INTERIOR LOCKING-OFFICE STOREFRONT 1 1/2 PAIR BUTTS-41/2" EXIT DEVICE ON INTERIOR SIDE,U-SHAPED PULLS ON EXTERIOR SIDE B2.191 - - - - - - - - - I PELOCATED DOOR 61 LEVER LOCKSET-"ENTRANCE"TYPE CLOSERS o FLOOR STOP SILENCERS FLOOR PLAN Lm SILENCER GROUP 8-INTERIOR LOCKING-CARD READER / APPLIANCE L I A N E SECOND FLOOR 1 PAIR BUTTS 41/2 EQUIPMENT A C SCHEDULE GROUP 3-INTERIOR LOCKING-STOREROOM 1 ELECTRIC TRANSFER HINGE DOOR SCHEDULE >- 1 1/2 PAIR BUTTS-41/2 TYPE OF PURCHASED INSTALLED a LEVERLOCKSET-ELECTRIFIEDLOCKSET SER TAG ESCRIPTION MANF. MODEL FINISH. VOLTAGE PLUMBING EMARKS LEVER LOCKSET-"STOREROOM"TYPE FLOOR STOP SILOENCER CONNECTION BY BY Lm o�: CLOSER COORDINATE CARD READER INTERFACE WITH TENANT SECURITY -►_j SILENCER VENDOR E1 IEFRIGERATOR GE GDE23ESESS S.S. DUPLEX RECEPT. 120v,6OHz, ISA NONE GC GC OFFEE LOUNGE kn OLD WATER LINE, PERMIT/BID A4 GROUP 4-INTERIOR PASSAGE WITH PRIVACY LOCK ROVIDE HUB DRAIN FOR `r"' GROUP 9-INTERIOR PASSAGE-EXIT E2 CE MAKER-SMALL COUNTER TOP HOSHIZAKI DCM-270BAH S.S. DUPLEX RECEPT. I I Sv,60Hz, ISA GC GC COFFEE LOUNGE v" 1 1/2 PAIR BUTTS-41/2" CE MAKER CONNECTION oOc LEVER SET-"PASSAGE"TYPE 1 1/2 PAIR BUTTS-4112" O SANITARY BELOW SINK EXIT DEVICE ON EGRESS SIDE,PASSAGE LEVER ON ENTRY SIDE. Z O PRIVACY LOCK E3 CE MAKER-COMMERCIAL HOSH12AK1 DCM-SOOBAF S.S. DUPLEX RECEPT. OLD WATER LINE EXISTING FACILITIES UNCH ROOMS,26"VY x 46"H x 225"D L' t CLOSER SILENCER E4 OFFEE MACHINE ARAMARK BLACK DUPLEX RECEPT.CLOSER I4"WATER LINE WITH EXISTING FACILITIES OFFEE LOUNGE/LUNCH ROOMS DATE PROJECT MANAGER d z SILENCER HUT OFF 02 2g 14 SO O ES 1CROWAVE VARIES VARIES VARIES DUPLEX RECEPT. VERIFY ON SITE ONE EXISTING FACILITIES COFFEE LOUNGE/LUNCH ROOMS " _j GROUP 10-INTERIOR LOCKING-PAIR PROJECT NUMBER SHEET NUMBER L"9 GROUP 5-POCKET DOOR 21/2 PAIR BUTTS-41/2"EACH DOOR E6 WATER FILTRATION SYSTEM EVERPURE EOLD WATER LINE EXISTING GC ICOFFEE LOUNGE/LUNCH ROOMS 126250 HEAVY DUTY COMMERCIAL GRADE POCKET DOOR TRACK to i0- LEVER LOCKSET-"STOREROOM"TYPE w TIMELY ALUMINUM P-SERIES POCKET DOOR TRIM KIT SILENCERS HAFELE DOOR PULL#117.05.610 SCALE T-12 H 1/811=1 1-0 1111 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 SION , • , ! • • i , 1 , • • r • . • wtww+wYwwwwrMnrrrwrwr+wwwwwvrwn' ■ • FIFE 1 '!! 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SSW-.."0 1111 � - ;sem'��_ i�■la��ll■` ■■il :�Ic��■ ■ro_.. .� __________ ��■�■'�■■■��•r•o_�.._______ _ _-y .� I! MEMO ` 91 vas,�li�a1JW�F,' ' ': moi■c i w'o� , ISS I■OU� 1111111A ON MOM WE III 111111111M on NOW ■iiiiiiiiililliiiCi�iltii i� I�� awe■ IIS ■Ii� I► �� Ilei■ 11 I■i�l� e111 1111111e �N NOW mm mm m NONE mdm mm mmmmm mmmms�scr��iswc��mmt �caa�ms • r ■ , r , r . • . r 111111 I S D Aj?o y POWER DRIVEN FASTENER • (f)STRUCTURE BRADY SYSTEMS"SLIPTRACK"TOP SECURE TO HANDLE APPLIED LOADS TRACK.-SECURE TO STRUCTURE. ,?j 1940 d ECURE TO HANDLE APPLIED LOADS SEE SCHEDULES FOR APPROVED -- 1/2 V ACOUSTIC SEALANT JOINT, WJ" � — SEE SCHEDULES FOR APPROVED OF— ATTACHMENT DEVICES. TYPICAL AT EACH SIDE. f ltQ \\ \\ -- CONTINUOUS METAL J-MOLD EDGE, s \\ 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 O.C., ALTERNATE \ STOP STUDS(3/4")SHORT OF TRACK DIRECTIONS TO \ ALTERNATE DIRECTIONS 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 INSULATION,TO 4'-0"OF EACH SIDE OF 4 WALL. - —`--- STEEL STUDS @ 24"O.C.W/ GYP. BD. » EA.SIDE. SUSPENDED CEILING SYSTEM 2 -- 2 INCH CLOSURE ANGLE NEOPRENE FOAM TAPE CONT. BETWEENBLOCKING FIN.SILL BELOW- SUSPENDED CEILING SYSTEM BLOCKS p NOTE: ALL SILLS TO BE INSTALLED SOUND BATT:THERMAFIBER SAFE A'A BEFORE INTERIOR WALLS. DO NOT E_ - NEOPRENE FOAM TAPE CONT. CASING BEAD ui INSULATION Iu CUT SILLS FOR MULLION CLOSURES FASTEN RUNNER TO CLG SUPPORT AT 2 �~- (1)LAYER OF TYPE'X'GYPSUM BOARD ,a1( ORWALL INTERSECTIONS. CASING BEAD FEET O.C.THRU NEOPRENE BLOCKS = ON EACH SIDE OF STUD 0,0 FASTEN FASTEN RUNNER TO WALL TOP TRACK AT �"�--SOUND BATT:THERMAFIBER SAFB N 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 � SCHEDULE FOR GAGE,SPACING,AND EXISTING SILL STUD, PORTLAND,OR 97219 GYPSUM BOARD HEIGHT6 „ T 503-245-7100 GYPSUM BOARD METAL STUDS,SEE SCHEDULE FOR T5.1 110 METAL 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 DRIVETO WINDOW. T 206-576-1600 T-5.1 PIN W/1 114 INCH EMBEDMENT AT 4 FEET O/C MAX INTO DECK. PARTITIONS C ANKROM MOISAN ARCHITECTS,INC.- ECURE TO HANDLE APPLIED LOADS LATERAL WALL BRACING: IN LIEU OF NEOPRENE GASKET WITH BRACING ABOVE CEILING PROVIDE ACOUSTICAL SEALANT EA.SIDE. ACOUSTIC SEALANT AT SLAB ADJACENT WALL FRAMING FOR LATERAL SUPPORT OF WALL. WALL TYPE A WALL TYPE B STC45-49WALL TYPE C PARTITION WALL TO GRID 2 PARTITION WALL TO GRID PARTITION TO STRUCTURE. 4 WALL LATERAL BRACING 5 WALL AT WINDOW MULLION 1 1/2"—V-0" TI WALL TYP ANON INSULATED TO GRID 1 1/2"—V-0" TI WALL TYP B-INSULATED TO GRID 1 1/2"—V-0" N.T.S. TI WALL LATERAL BRACING 3"—1 -0" TI-WALL AT WINDOW MULLION METAL STUD TABLE-MAX WALL HEIGHT U240 4" TYP. DOOR OFFSET AT 3"0"x1/8"SQUARE STEEL STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT TWO FIXTURE HANGING WIRE AT PERPENDICULAR WALL _ TUBE,AT 48"O.C. SHEET VINYL OR DIRECT GLUE COMPOSITE SECTION NON COMPOSITE SECTION OPPOSITE CORNERS SECURED TO STRUCTURE " " "METAL PLATE VCT FLOOR CARPET OF TUBE.SEGUE TO FLOOR 3 x6 xt/8 3 5/8" 25 362S125-18 16" 14-4 12-6 TWO{2)MAIN SHOP WELDED TO BOTTOM 24" 13'-5" 10'-10" RUNNER LIGHT � I 20 362S125-33 16" 16'-5" 15'-6" CLIPS AT OPPOSITE W. EXPANSION BOLT 24" 14'-9" 13'-6" R A 6" 25 600 S 125-18 16" 19'-9" - CORNERS STUD. 24" 16'-9" 20 600 S 125-33 16" 24'-6" 23'-11" 1 ./ 24" 211-7" 20'-10" COMPRESSION POST AT 1/2"THICK WOOD 12 FEET O.C. EACH WAY. ' "BATTONS",VG FIR AT 2",3" VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA) ! € SWITCH AND 4"WIDTHS.SANDED TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN J GANG �- FINISHED ON ALL SIDES AND INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF 0240. I I ENDS.CLEAR FINISHSECURED / TO H.S.S.AT RANDOM 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM ` (h ° SPACNG.(SEE ELEVATION) BOARD ON BOTH SIDES W/*6 SCREWS AT 12 INCHES O.C.MAX. I I SHEET VI YLNCT TILE 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE.PROVIDE -''"' ° 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 I" WITH FLOOD BRAND CARPET CEILING WIRE ATTACHEMENT ( _ }d-- 0 "PENETROL.MAT CONCRE E FLOOR SAFETY WIRE ATTACHED TO MAIN RUNNER I � \ co 3 � �� POLYURETHANE TOP COAT CONSTRUCTION TYPE FASTENER CEILING GRID FIXTURE HOUSING, WOOD 1/4"X 3"SCREW EYES WRAPPED AROUND FIXTURE i ` z r Ne = TRANSITION STRIP HANGING WIRE MIN. FOUR ° STEEL DECK PRE-DROP WIRES,CMI DC1 OR DC 2 114" TIMES.SECURE AT DIAGONAL ( 0 v METAL DECK SCREW EYES. CORNERS NOT CONTAINING CROSS RUNNER ( ` O0 J v661 64"644A46 I C 11 POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTION a0 `r ° 14-1"STAINLESS STEEL 4 .. A' :a MACHINE SCREW,TYP. HEX . = { , 4 -. " ,. . it , CONCRETE HIT ANCHORS f DRIVE,BUTTON HEAD. '• j • , ' ° .'• _ _ Af • �`- POURED IN PLACE PRE-DROP WIRES EMBEDS 114"X 3/4"METAL NOTE: , 4 �' . t t"t CONCRETE HIT ANCHORS j REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES Q PRE-DRILL AND TAP STEEL �.• ` -, ,• , " 4 ' �•/ NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES;FOR OTHER WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. FIN. FLOOR TUBE' A • • 4 •' - • .• • •° • 4, - --- STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. D UNDERCUT DOOR AS REQUIRED TO OUTLETS RECESS MOUNTED CLEAR FLOOR FINISH .-..I SCHEDULES LIGHT FIXTURE SUPPORT STD. MOOTING HEIGHT DETAIL AT DIVIDER SCREEN 10 SV I VCT TO. CARPET E m TI FRAMING SCHEDULE TI_RECESS MOUNTED LT FIX SUPPORT TI STD MFG HEIGHT WOOD SCREEN 6" — V-0" 6-FLR-CPT VCT N N.T.S. _ N.T.S. _ 3!4"—1'-0" 3"—1`-0" � N FACE OF WALL(PROVIDE CONT W FACE OF WALL(PROVIDE CONT. 2BACKING TOP& BOTTOM)'-0" BACKING TOP& BOTTOM) FACE OF WALL(PROVIDE CONT ?� Q z Cel 17" MAX TO CONTROLL BACKING TOP& BOTTOM) Q BACKSPLASH RETURNS PER 2'-0» Z 0 �.. ECURE TO HANDLE APPLIED LOADS � BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH-3/4"MDF W/ 1'-0" \ SEE SCHEDULES FOR APPROVED „J CL LLI ELEVATIONS A.D.A. FAUCET P-LAM @ FACE &ALL EXPOSED FACE OF WALL \\ ATTACHMENT DEVICES.COORD. Q " v 1,-0„ EDGES ACE & EDGCABINET ES MELAMINE1 / @ ALL� \� ,� WITH AHJ FOR SPECIFIC REQMENTS. �" Ln � BACKSPLASH-3/4 MDF W! v RLAM @ FACE&ALL EXPOSED CABINET BODY-314"MDF WBACKSPLASH RETURNS OTHER NONEXPOSED SURFACES \\ UNDERSIDE OF STRUCTURE M W EDGES i P-LAM 0 COUNTERTOP,END PER ELEVATIONS \ �- 11n Q r PANELS,FACE,EDGES » \\ LATERAL WALL BRACING 4 FEET O.C. Q N CABINET BODY-3/4"MDF W/ MELAMINE 0 ALL OTHER NON BACKSPLASH-3/4 CONT LEDGER ATTACHED TO z DAWER SLIDES PER tr MDF W!PL LAM AT ° • IN ALL DIRECTIONS PER WALL LATERAL �..� r- F- r P-LAM @ COUNTERTOP,END �a �:PECS EXPOSED SURFACES FACE&ALL EXPOSED ° o FACE OF WALL BRACING DETAIL. n, PNLS,FACE EDGES&AT ALL — ——————— EDGES 4 1 1 l2 BIDDER ENGINEERED. OTHER EXPOSED SURFACES " .N„ 4"W RAIL @ TOP& BOTTOM OF + oSIM. 4"W RAIL TOP& BOTTOM OF o'— o CABINET WORK COUNTER- ZO DOORS-3/4"MDF W/P-LAM @ uj a CABINET el e 1 1/2"W SUPPORT ° 3/4"MDF W/PL LAM ° ° FACE,EDGES AND BACK SUSPENDED CEILING SYSTEM REVISION DATE REASON FOR ISSUE _ RAILS ON 4 SIDES DRAWER-3/4"MDF FRONT, 1/2" AT COUNTERTOP, j o 0 CL 8'MIN 6 1/2" DEEP A.D.A.SINK o a SIDES& BACK, 1/4"BOTTOM W/ END PNLS, FACE w o 0 1/4"MELAMINE BACK NEOPRENE FOAM TAPE CONT. WRAP SUPPLY& DRAIN PIPES • 1/4"MEL._BACK o P-LAM @ FACE& EDGES, EDGES o 0 UMELAMINE @ DRAWER INT + ii WOOD SLATS ON ONE SIDE,SEE FLOOR W/INSULATION V) CL WIRE PULLS TYP ° SUPPORT BRACKET-3" VADJ SHELVES-3/4" MDF W/ u ALLOWABLE Et�U1P.AREA o o X 3"X 114"STL ANGLE MELAMINE ALL SIDES PROVIDE 4 cu o o PLAN FOR SIDE. N -i C4 DOORS-3/4"MDF W/P-LAM(( MTL SUPPORT CLIPS PER SHELF & Ls- U 9 FACE, EDGES AND BACK �0 � �= + EG &GRINDOTTOM > ° • MOUNTING HOLES 0 1 OC IN DOORS-314"MDF W/P-LAM 0 ° N N w SMOOTH,COPE OUT 4 o END PANELS 001 FACE,EDGES&BACK-176° • o U TOP LEG AS o 0 3"x3"x1/8"SQUARE STEEL TUBE DETAILS 5 N N OPENING HINGES WITH o ADJ SHELVES-314"MDF W/ + NECESSARY(get WALL} ° ° 4"W RAIL @ TOP&BOTTOM OF "' ATTACHED TOE KICK ° MELAMINE ALL SIDES PROVIDE 4 WELDED TO 3"X 24"X ° N BASE PER FIN SCHEDULES! CABINET N MTL SUPPORT CLIPS PER SHELF 1/4" PLATE, BOLTED TO _ _ ° &MOUNTING HOLES @ 1"OC + 16 GA MTL STUDS W MELAMINE BOTTOM SHELFa !N END PANELS MELAMINE BOTTOM SHELF U (6)318" DIA BOLTS NOTE:4" WIRE PULLS,TYP ECURE PLATE TO HANDLE APPLIED STAGGER SPACED AT 3" (2)CONT 4"W BASE RAILS W/ EQ INT. SPACE ' UNDER-CABINET LIGHT WHERE LOADS (� /� [(� STRETCHERS 0 24"OC BRACKETS AT 2'-0"OC NOTED �tn C" E R�V t'T II�1 L! V92 WIRE PULLS TYP 17'MIN L L3" L FINISH FLOOR-SHIM CAB A5 NECESSARY TO LEVEL WV 11 A. D.A. SINK CABINETrl - LOWER CAB W/DOOR & DR. rl3 - COUNTER TOP W/ SUPPORT 4UPPER CABINET W/. DOORS - rl - WOOD SCREEN TO GRID DATE PROJECT MANAGER - TI_UPPER CABINET W DOORS w.2�.14 �� 1 1 112"—1'-0" ADA Sink Cab 1 1/2"-1'-0" Tt_LOWER CAB W DOOR AND DR 1 1/2" — 1'-0" MOUNTER-NO-DR 1 i!2"-1'-0" - - 1 1!2"-1'-0" 1 dZ PROJECT NUMBER SHEET NUMBER 126250 SCALE ll='l E 5 . 1 1/8 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 FACE OF WALL(PROVIDE p" � ESN • FACE OF WALL(PROVIDECONT ,�► BOTTOM) TOP& 2'-1" CONT BACKING TOP& 2,-1" �� 1548 (� BACKSPLASH RETURNS PER BACKSPLASH RETURNS BOTTOM) Aa ELEVATIONS 4" BACKSPLASH -3/4"MDF W/ PER ELEVATIONS PLASTIC LAMINATE TOP O PLAM Tri ALL EXPOSED EDGES 1'-10 112" WITH SELF EDGE F > BACKSPLASH-3/4"MDF " PLASTIC LAMINATE 11-80 W/PLAM 0 FACE & PARTITION EDGE ALL EXPOSED EDGES «_ _ PLASTIC LAMINATE TOP CABINET BODY-3/4"MDF W/PLCABINET BODY-314"MDF 1�'`' ` OPEN OF DOOR&ALL EDGES e ° ^ , ° 1COUNTERTOP,FACE&EDGES. WIPLAM 0 COUNTERTOP, ,,.� `° MAGNETIC LATCHES: �° 1 -11" 1=9 112" ° MELAMINE 0 ALL OTHER tic 11-89 CLEAR INSIDE NONEXPOSEO SURFACES ---- __ END PNLS,FACE&EDGES e ° -----� MELAMINE 0 ALL OTHER - - - - ------ -- e e NONEXPOSED SURFACES I �— . . _ _ - - -- --I s r- -- - -- - - - -- .:.._ —I� ° ° N PULLS PER SPECS I " `"`�--- __RECYCLE 4"W RAIL 0 TOP& Z 4"W RAIL�TOP& A � ( CONCE LED HINGES. r� e e BOTTOM OF CABINET O ZD BOTTOM OF CABINET I I e ULLSPER SPECS — ------- ...— I I _ _ _ --- -- ( _ - ------- -- _ _ ,j — PLASTIC LAMINATE FACE ° ° DOORS-3/4"MDF W/ W DRAWER-3/4"MDF W/ I� i " AND FINISHED ENDS I " ° o PL- 10 FACE,EDGES w DRAWER SLIDES I I PLAM(� FACE &EDGES, AND BACK " PER SPECS MELAMINE @ ALL OTHER O "' — ————————-- NONEXPOSED SURFACES- ° ° " �' 1/2"SIDES&BACK, 1/4" I 4 c I 6720 SW MACADAM AVENUE,SUITE 100 ADJ SHELVES-3/4 MDF cn 1/4"M MINE BACK. `� PORTLAND,OR 97219 W/MELAMINE ALL SIDES. �j 1,�. BOTTOM I I ( I T 503-245-7100 PROVIDE 4 MTL SUPPORT uiuj I I I • CLIPS PER SHELF& `? I I I I 117 SOUTH MAIN STREET,SUITE 400 ° MOUNTING HOLES @ 2"OC g 1/4"MELAMINE BACK I SEATTLE,WA 98104 BASE PER FIN SCHED ° 4 I I_ " • !N END PANELS N 314 M CANINE BOTTOM SHELF. T 206-576-1600 ° ° o BASE PER FIN SCHED L • e 1/4"MDF W/MELAMINE BACK N ———————----—— I ! I ( ®ANKROM MOISAN ARCHITECTS,INC. I I ATTACHED TOE KICK 3" " (2)CONT 4"W BASE RAILS " (2)CONT 4W BASE RAILS II tt I I `r W/STRETCHERS 24"OC tl W/STRETCHERS @ 24"OC 2f-011 2'-00 3" FINISH FLOOR-SHIM CAB 3■ FINISH FLOOR-SHIM CAB AS NECESSARY TO LEVEL AS NECESSARY TO LEVEL ELEVATION SECTION LOWER CABINET W/DOORS r2`\ LOWER CABINET W/DRAWERS 3 RECYCLE CABINET WITH FRONT OPENING DROP 1 1/2" - V-0" P-LOWER-D 1 112" V-0" P-LOWER-4DR-666-12 1 1/2"—V-0" P-RECYCLE-FRONT DROP-36H-W-TOEKICK-24 _ V m m N fV LU al Z Qp W J to a� � O un Q �.7.., Ln Q U r - � I— 4 REVISION DATE REASON FOR ISSUE ss. w w ' U.. o - col DETAILS LmN %f% N • ro r 0 - h t O PERMIT/BI D a""o - Zd J F DATE PROJECT MANAGER o o2.2s.14 so Q PROJECT NUMBER SHEET NUMBER o 126250 f SCALE T-5 * 2 1/s"=1 1.011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 - / r-3 OF 0 = 14 KOROSEAL - ----._.._.._._.._.._.._.._---------------------- . -._ -------........... _._........._._.._._.- ........_._ _.._._ _._..-.- -.-..-.- 5'-0" T-5.1 BULLETIN -=_= _-= =__ _.._.._.._-:-_-._-_.._.._.._-_.._- .. .._.:: _.._-_ _.._.._.._-_.._.._.._..:_.-_-_.._-_-_-_-__<.._....._- _-_ BRACE TO STRUCTURE ABOVE, 2 EQUAL BOARD ABOVE, _-_-_-_-_ __ _ _ _ __ _______ _______ ___ _- -_-_ -_-_-_-_-_-_-_- _-_-_- -_-_ _-_-_-_-_- -_-_ _- SEE DETAIL 15/T-5.1 ADJUSTABLE TK- - _ - - - _ T ____________ _ _ _____ .............................- _____-___ _______ HELY P. .. .. .. .. .. .. ------------------- SHELVES,TY - ''•,' •-' - '•. .- - .•, .• a '• :_:::.:�:: - , a ..........................- - - - - - - - - - - PL 1 UPPERS PL-2 COUNTER _ - " . • TOP- - - - - - - ------------------ - - - - - - - - - - - - - - - - - - - - N — . - ------- -- - - ----------------- - :-_=_-_-_-_-_-_-_-- -- - _-___-_-_-_ _ --_-_-_-_-_-_ ------------------_- COORDINATE - - -- -.. Q _.. ....... > _.. . RT --- --- --_ ---- ------- - - - - - - - ------- -- ..................- -- - - - -- - --- - i 3 0 :.:.. .. .. .. .. .._.._.._.. . .._.. .. .. .. .. .. .. .. .. .._.. .. . . -._:. .. .. .. .. .. . .. .. .. .. .._.. .. .._ W D LAT E1 i 3 - AVENUE,SUITE 100 ••. . - MACADAM BRACKETS W/ - - - - - - - - - - ....... ................. .................. OO .S 12 PAND 11 PL-2 COUNTER 6720 W M ' T-5.1 r. •.. n. - - ........................ - ROOM DIVIDER Q _ E2 - TER T-5.1 TOP AND OR 219 _.. .._.._.. .. .. .. .. .. .. .._.._.. ._ . .. .. .. .._.. . .. .. .. .. .. .._.. .._.._.._.. .. .. .. . .. .. .. .----. .._.. SIM: ' ' ; FILES -5 1 �, T 5.1 PORTLAND,503-245-71007 _ _ _ - - _ _ _ _ - - - - _ _ _ _ - - _ - - - - SEE DETAIL 9/T E4 BACKSPLASH --E� BACK SPLASH _-_.._.._.._.._.. _.._.._.._.._____ _ _ _.._.. . ._.._.. _.._.. .._-_.._.._ __..___.. .. -_ SURFACE - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - ------ --- - - _ -_- .. .. .. - - - --- ----- _ _ ---- - 117 SOUTH !N TREET SUITE 400 MOUNTED / � S BRACKET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` n ADJUSTABLE NIC. Rt SEATTLE,WA 98104 oi i i i --._..-.._.._.._.. __.._.._..--.----.--.._.._.._.-___.._.. .. .--.--..___.._.._.._.._.._.._.._..__-. -_---.._.._.._._.._.._.._.._..___ _.._.._.._..__..._.._ o ffm SHELVES,TYP. NIC. T 206-576-9600 4 u u u _____________ _____ ________________ ____ -_-_-_-_-_-_-_-_-_-_-_- - -_-_-_-_-_- -_-_-_ _-_-_-_- _-_-_-_-_-_- MACHINESG — i — } —/—'"� 4 FILE CABINETS ....• <. .,:.,.••....:-.,:- . �- ..- _ ��PL-1 LOWERS "'� _ _ _ _ _ _ _ _ _ _ _ _ _ N I / ®ANKROM MOISAN ARCHITECTS,INC. 0 0 - - -- - -- - - - --- - -- - - - - - - - - _ _ _ _ _ _ _ _ _ _ NIC. --- - -- -- -- - -- - - - - =TI L SCHEDULED - - - BASE SCHEDULED BASE SCHEDULED 10'-4' BASE 5'-3" 15'-0" T-2" L 1=1Q" 3'-0' 2=1Q" 3'-0' CLR.1 VERIFY ELEVATION LOBBY 61 . 1 2 ELEVATION LUNCH B1 .07 4 ELEVATION LOUNGE B2 .2 ELEV MOTHER'S B2. 180 3/8"-1'-0" 3/8"-1'-0" 3/8"-1 1-0" 3/8"-1'-0" 14 14 ` 51-0" T-5.1 T-5.1 14'-8" 3'-6" 2 EQUAL 6 EQUAL ADJUSTABLE ADJUSTABLE SHELVES,TYP. _ — — — — — = — — — — - — — — SHELVES,TYP. PL-1 UPPERS _`C _ T � N — — — — — — — — — — PL-1 UPPERS NEW SINK, (E)FAUCET E1 E3 12 11 E2 PL-2 COUNTER o 2 1 11 PL-2 COUNTER 3 1 PL-2 COUNTER 4 T-5.1 © E4 TOP AND N T_ E5 E5 E5 Rn E5 ® E4 TOPAND - . - . TOPANDIL BACK SPLASHBACK SPLASH BACK SPLASH s ADJUSTABLE OPEN OPEN OPEN ADJUSTABLE ft ;ad r SHELVES,TYP. -- — —— —— —— — — — — — — — — — — — — —— — SHELVES,TYP. o I o _ i ADJUSTABLE o — — i PL-1 LOWERS PL-1 LOWERS N • �� N _ - - - - - - - - — — - - - — SHELVES, - - - - - - - -- - - - — - N -"-" SCHEDULED Ole PL-1 LOWERS BASE SCHEDULED SCHEDULED 1-10" 3'-0" 2-10" 3'-0' 1`-6" 7`-8" 3'-�0' 6'-0" BASE 6`-0! 12-2" BASE CLR.l VERIFY (3)EQUAL (2)EQUAL (5)EQUAL - IJ J ELEVATION LOUNGE B2.8 � ELEVATION LUNCH - 61 .07 � ELEVATION LUNCH B1 .07 � m 3/8"-l'-0" 3/8"-1`-0" 318"-1 1-0- N W >LLJ C . T O 0 ~ w . J w � O �'- � p L'1.. < r4u r4 l7 F- I++ (5)GROMMETS . 1 REVISION DATE REASON FOR ISSUE FOR POWER/ SIGNAL BELOW, j LOCATE ON SITE I ( MAO SORTER, ER C1 I NIC. 4 !E_ PL-2 COUNTER - . PL-2 COUNTER � TOP I T TOP'- -- - - - - � ELEVATIONS o I P-LAM SIDE IE N I PANEL N Q Q OPEN OPEN I COPIER I "e y SCHEDULED , SCHEDULED p BASE i BASE <� c21`--5 112" 6'-40 �, 51-0" L sa 2EQiJAL PERMIT/BID rl3 ELEVATION- 0INTERNET B 1 .3 ,� ELEV WORK AREA B2.300 DATE PROJECT MANAGER Q�z 3/8"-1#-0" 3/8"-1'-0" 02.28.14 SO j PROJECT NUMBER SHEET NUMBER w� o 126250 LLJ6 r-riSCALE TlIM53 H1/811=11-011 INCLUSIVE OF ADDENDUM #001 & BID RFI #001 AREA OF WORK AREA OF WORK t lel �a OFFICE I I OF 4 pi CONF 1131.5101 OFFICE I I 61.142 WC-1 I 131.525 CONF I P-4 81.100 I I I I i I I I IOFFICE OPEN OFFICE I _lAf WC-1 I I I 61.520 61.530 I I _ WC-1I I I I CONF "7DEPTHR P-3 �.� _ _ _ _ _ _ _ �. ..� _ _ _ _ _ _ _ ��► P-261.515 P-2 E I I 6720 SW MACADAM AVENUE,SUITE 100 +Mu�� P-2 (E) I PORTLAND,OR 97219 SV I Il I T 503-245-7100 1 _ _ _ _ _ _ _ _ _ _ _ STORAGE 117 SOUTH MAIN STREET,SUITE 400 CONF COPY/PRINT EXISTING tDF M ��61.151 I 61 Z I � I � 61.545 I SEATTLE,WA 98104 I I 61.179 I COFFEE LOUNGE SDT (E) ( VESTIBULE T 206-576-1b00 WC-1 I SV SV V 61.14 ®ANKROM MOISAN ARCHITECTS,INC. It" I IDF - L! (E) (E) EXPANSIO 61.180 STORAGE � 61.13 M I �li �l M L 61.360 . 1 e E) I I D c) ® ® 0 SV SV II (E) I I ; L_4J L/_j 1 I IP-2 _ _ _ 1 II LOBBY O SVE -__..__ I - -- 61.1 SERVERY 2 I - I 61.07A I ICH ROOM II I 81.07 I TRAINING TRAINING TRAINING 61.300 61.310 I 61,320 TRAINING I I ILI 61.330 1 12 O I I I I I FINISH PLAN- BUILDING, 13 - FIRST FLOOR T-6 vs"=1°-0" � ROOM FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE FINISH PLAN KEYNOTES � WALLS -- NO. NAME FLOOR BASE CLG NOTES N S E W MAT L C-1 NIC. FOR REFERENCE ONLY PL-1 PLASTIC LAMINATE-CABINET FACE PROTECT EXISTING CARPET.CAREFULLY REMOVE AND RELOCATE CARPETTILE AS NEEDED M 61.07 UNCH ROOM P-1 P-1 P-1 P-1 SV B-1 ACT MAIN CARPET TILE-OFFICE MFR:FORMICA 0 FOR DEMOLITION AND NEW WALL CONSTRUCTION IN THIS ROOM. N MFR:INTERFACE COLOR:8828-58 EARTHEN TWILL B1.07A ERVERY (E) (E) (E) (E) SV/(E) B-1 ACT STYLE:1380102500"CUBIC" FINISH:MATTE 2� ALTERNATE:NEW FLOORING SV AND NEW BASE B-1. W U 61.2 OPY/PRINT P-1 P-1 P-1 P-1 SV B-1 ACT COLOR:4287"SHAPE" Q Z B1.3 OFFEE LOUNGE P-1 P-1 P-2 P-1 SV/C-1 (E) B-1 ACT PEE FINISH PLAN FOR SV LOCATION PL-2 PLASTIC LAMINATE-COUNTERTOP&BACKSPLASH z C-2 NIC. FOR REFERENCE ONLY MFR:FORMICA O PAINTACCENT WALL ONLY. = 0 B1.14 ESTiBULE P-1 P-1 P-1 P-1 M B-1 ACT O CARPET TILE-LOBBY COLOR:8824-58 WHITE DROPS CA W 61.100 ONFERENCE ROOM P-1 P-4 WC-1 P-1 C-1 (E) B-1 ACT MFR:LEES FINISH:MATTE 81.150 ONFERENCE ROOM P-3 P-1 P-1 WC-1 C-1 (E) B-1 ACT STYLE:GLAZE MODULAR GT056 < O B1.151 ONFERENCE ROOM P-1 P-1 WC-1 P-4 C-1 (E) B-1 ACT COLOR:GLEN ECHO 338 M WALK-OFF MATTILE ` 61.180 DF EXPANSION P-1 P-1 P-1 P-1 SDTB-1 ACT INSTALL:MONOLITHIC MFR:BOLYU FINISH PLAN NOTES/SCOPE ~ a 81,320 RAINING P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT STYLE ACCESS WALK-OFF TILE a- Ln Q C-3 NIC. FOR REFERENCE ONLY COLOR:AX901 ADMIT Cr N (,a 131.330 TRAINING P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT CARPET 6ROADl00M-LOBBY STAIR SIZE:24"X 24" N 1. PAINT APPLICATION WITHIN SCOPE OF WORK AREA: U B1.360 PTORAGE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT MFR:ATLAS INSTALL:QUARTER TURN EXISTING WALLS TO REMAIN-SPOT PRIME AND ONE COAT FINISH. 131.515 R DEPT P-1 P-1 P-2 P-1 C-1 (E) B-1 ACI' STYLE:STRADA NEW WALLS-ONE COAT PRIME AND TWO COATS FINISH. 81.545 TORAGE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT COLOR:STONE HEARTH DZ08 SV VINYL WOOD PLANK B2.2 OFFEE LOUNGE WC-2 P-1. P-1 P-1 SV B-1 ACT MFR:KARNDEAN 2. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. CR-1 CHAIR RAIL MOULDING PATTERN:ARRADO WP325 APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO W B2.8 OFFEE LOUNGE P-1 WC-2 P-1 P-1 SV B-1 ACT MFR:JOHNSONITESIZE:6"X 36" ARCHITECT. REVISION DATE REASON FOR ISSUE = B2.12 OPY/PRINT - P-2 - - C-1 (E) B-1. ACT STYLE:RAMPART PROFILE ui B2.160 RGE CONFERENCE ROOM WC-1 CR-1/P-3 P-1 P-1 C-1 (E) B-1 ACT HAIR RAIL ON SOUTH WALL COLOR:34 ALMOND SDT STATIC DISSIPATIVE TILE,WITH INTERNAL GROUNDING STRIP 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH.PREMIUM SYSTEM > B2.161 JUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT SIZE:4"W X 8"THICK MFR:ARMSTRONG INSTALLATION U.O.N. B2.162 JUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT COLOR:51956 FOSSIL GRAY u 62.163 UDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT B-1 RUBBER BASE.4"COVE AT ALL SURFACES SIZE:12"X 12"X Y" 4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. MFR:FLEXCO INSTALL:QUARTER TURN U- 82.164 JUDDLE P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT COLOR:071 BLACK/BROWN O 62.180 OTHER SROOM - P-1 P-1 P-1 P-1 C-1 (E) B-1 ACT TK-1 TACKABLE SURFACE 5. TRANSITION STRIP:FLEXCO,071 BLACKIBROWN PLAN/� co 82.191 ONFERENCE ROOM P-4 P-1 WC-1 P-1 C-1 (E) B-1 ACT P-1 PAINT-MAIN MFR:SHERWIN WILLIAMS MFR: R:86 ACO TAC-WALL 6. AT AREAS OF NEW WALLS WITH EXISTING CARPET.REMOVE CARPET,BUILD WALL AND INSTALL FINISH f"L1'lN COLOR:86 ACORN CARPET USING FULL TILES TO NEW WALL. N COLOR:5W6119"ANTIQUE WHITE",IOW VOC �. TRIM:J-CAP, TRIM FIRST FLOOR .o SHEEN:EGGSHELL,FLAT AT CEILINGS VCT VINYL COMPOSITION TILE 7. ALL PAINTS TO BE NO-VOC. FINISH SCHEDULE p P-2 PAINT-ACCENT MFR:ARMSTRONG p MFR:SHERWIN WILLIAMS COLOR:51810 WASHED LINEN co COLOR:T.S.D. SIZE:12"X 12"X Y" o SHEEN:EGGSHELL INSTALL:QUARTER TURN FINISH PLAN SYMBOLS N co P-3PAINTCAPITALoE RED P1 PERMIT/BD WC-1 WALL COVERING-MAGNETIC,WHITEBOARD � SPECIAL WALL FINISH U. MFR:DOROSEAL,WALLTALKERS MAG-RITE 11 �+D STYLE:M248 4 P-4 PAINT-ACCENT SIZE:48"WIDTH J L7 CAPITAL ONE"BLUE" COLOR:WHITE DATE PROJECT MANAGER <w TRIM:J-CAP,1/16"ALUMINUM TRIM O INSTALL:BOTTOM AT 32"AFF 02,28.14 SO -i PROJECT NUMBER SHEET NUMBER ' ' WC-2 WALL COVERING-VINYL d°- MFR:KNOLL TEXTILES 126250 Lu STYLE:PENINSULA WC1761 SCALE T-6 * 1 0 COLOR:WC176114 RAINFOREST 1/8 11=1 1-01 ' i . INCLUSIVE OF ADDENDUM #001 & BID RFI #001 - D ' AREA OF WORK AREA OF WORK r a I I P-3 1940 0 0 0 Q CONF.ROOM I OF fj 1` _ 62.501 I OPEN TO WC-1 BELOW i LARGE CONF i WC-1 i - Af B2.1fi0 I CONF. ROOM I i 62.502 O - I iCR-11P-3 WC-1 P-4 ' (E) � �► 3 tE) 3O P-2 Q P-2 1 6720 5W MACADAM AVENUE,SUITE 100 i P_2 —.... _ PORTLAND,OR 97219 iSV I SV WC-1 I T 503-245-7100 �7I MOTHERS i LOBBY i CONF.ROOM I B2.180 82.1 �"' -- i 117 SOUTH MAIN STREET,SUITE 400 62191 p-4 COFFEE LOUNGE WC-2 i COFFEE LOUNGE COB2`121NT WC-2 p.4 CONF.ROOM SEATTLE,WA 98104 i62.2 i Q I � 82.8 62.540 i T 206-576-1600 WC-1 �/ i I SV ®ANKROM MOI5AN ARCHITECTS,INC. i in I E3 E3 E3 i . (E) (E) HUDDLE HUDDLE r � r 0 '."' HUDDLE i62.163 . i I HUDDLE . - _ 1 1 i • 0 M-1 =po aI WNW o .FINISH PLAN - BUILDING B - SECOND FLOOR m T-6 1/8"=l'-O" J m m N uj t3ti z Q O O W J �o w a }�- Ln p CL Ln Q N �..J N r-- f— Lu REVISION DATE REASON FOR ISSUE 2 d w S - cn su U. a�a . co U! FINISH PLAN saN SECOND FLOOR N o PERMIT/BID N W V J— DATE PROJECT MANAGER J 0 02.28,14 SO w-j BER SHEET NUMBER 126250 UJ SCALE T-6 * 2 0 4 1/811=1 811=1 1-011 CL �j INCLUSIVE OF ADDENDUM #001 & BID RFI #001