5900 36TH AVE W C 2024 Plans 2025-04-08

T ABBREVIATIONS: GENERAL NOTES: AIC AI,CONDITIONING 1. REFER TO BASIC BUILDING SPECIFICATIONS,REQUIREMENTSAVDSTANDARDSFOREXISTING 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED,SPACKLEDANDSANDEDSMOOTHWITHNo REFLECTED CEILING SHEET NOTES: 1 ACT ACOUSTICAL CEILING TILE SHELL AND CORE CONSTRUCTIN.ALL WORK IS TO BE COMPATIBLE WITH EXISTING VISIBLE JOINTS TO A LEVEL 4 FINISH UNLESS OTHERWISE NOTED.PATCH AND REPAIR AFF ABOVE FINISH FLOOR AHJ ABOVE FINISH ES WINING JURISDICTION CONSTRUCTION. RFA ES TO MATCH ADJACENT SURFACES 0 SU C WHERE REQUIRED.ALL SURFACES ALT. ALTERNATE BUILDING SYSTEMS SHALL BE ALIGNED. APPROX. APPROXIMATE 1. MODIFY EXISTING SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK THE BUILDING 2. ALL WORK SHALL CONFORM TO ePPLICAEILE CURRENT FEDERAL,STATE AND LOCAL CODES. CODES IN EFFECT,ANODESIGN/CONSTRUCTION STANDARDS FOR THE SUBJECT BD BOARD THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS,THUS BLDG BUILDING WITH CITY AND STATE AGENCIES.ANDPROVIDE REQUIRED PERMITS.ALL TESTS AND PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. BUILDING INCLUDING. UT SNOT UMI7ED TO HVAC,PLUMBING,ELECTRICAL, BLK BLOCK COMMUNICATIONS,CON VEYANCE,FIRE/SMOKE PROTECTION,AND FIRE ALARM BLXG BLOCKING INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE SYSTEMS. ui BOT BOTTOM THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 27, ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE. 2. ARCHITECTURAL FEATURES AND LIGHTING LOCATIONS TAKE PRECEDENCE OVER BIS BUILDING STANDARD OTHER ELEMENTS AND SYSTEMS.COORDINATE THE WORK OF ALL TRADES TO SU BUILT UP 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN ENSURE CLEARANCES FOR EQUIPMENT,FIXTURES,DUCTS,PIPING,AND ETC.AS CAB CABINET EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING DRYWALLIMILLWORK CONDITIONS. NECESSARY TO MAINTAIN THE FINISHED CEILING AND LIGHTING HEIGHTS AND CLG CEILING NECESSARY FOR THE EXECUTION OF THE WORK BY SUBMITTING A PROPOSAL,THE LAYOUTS INDICATED IN CONSTRUCTION DOCUMENTS.NOTIFY ARCHITECT OF ANY COL COCLR L MNNCO CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS,UNLESS OTHERWISE NOTED.GLAZING TONG CONFICTS WITH ARCHITECTURAL ELEMENTS ORLIGHTING.AND COORDINATE WATH CO NC CONCRETE CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE MARKS SHALL NOT BE VISIBLE.CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. ARCHITECT AS REQUIRED.FAILURE TO COORDINATE CONFLICTS WILL NOT WAIVE CD CONS CONSTRUCTION BEEN EXAMINED IN COMPLETE DETAIL,AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE RESPONSIBILITY TO DELIVER THE FINAL DESIGN INTENT AS PRESENTED IN THE CV CO CONTINUOUS , ,ADEQUATE AND 30 . CONSTRUCTION DOCUMENTS. RR DRAWINGS SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT . ALL MILLWORK TO BE FASTENED TO THE PARTITION PROVIDE NON-COMBUSTIBLE BLOCKING C CARPET COMPONENTS.INSTALL NEWANDIOR MODIFY EXISTING SYSTEMS AND COMPONENTS y CORK CORRIDOR 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL BUILDING SYSTEMS AND SATISFACTORY FOR CONSTRUCTION OF THE WORK WHERE MINOR ADJUSTMENTS THE FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0"HT.ALL CONCEALED LUMBER 8 PT CT CERAMICnLE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OFF ITEMS,OR BLOCKING TO BE FIRE TREATED. TO COMPLETE WORK AS REQUIRED IN THE CONSTRUCTION DOCUMENTS. L CT R CENTER RESOLUTIONS OF CONFLICTS BETWEEN ITEMS,WITHIN THE INTENT OF THE CONTRACT 4. THE INTENT AT OPEN TO STRUCTURE CEILING AREAS IS TO KEEP THEM AS ORDERLY LL DEMO DEMOLITION DOCUMENTS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR:HVAC,CARPET SEAMING,LIGHTING, AS POSSIBLE,INCLUDING BUT NOT LIMITED TO HVAC,PLUMBING,CONDUIT,WIRING, z DTL DETAIL THE OWNER.WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN CASEWORK. FIRE PROTECTION AND EQUIPMENT AND FIXTURES.INSTALL OPEN TO STRUCTURE 3 0 DF DR INKING FOUNTAIN OF THE WORK,THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ELEMENTS PARALLEL TO ADJACENT SURFACES AND FABRICATE ALL TURNS AT 90 00 CIA DIAMETER 32. MOISTURE TEST-REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE DEGREE ANGLES.INSTALL WIRING IN LEAST VISIBLE AREAS,ADJACENT TO N DIM DIMENSION D DOWN4, THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,INCLUDING AREA CONSTRUCTION ESTIMATINGIBUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE DUCTWORKWHERE POSSIBLE. ♦ Q DR OaoR FOR WORK MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK,SPECIAL CONDITIONS RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR 5. SUBMIT GRILLE,THERMOSTAT,LIGHTING AND OTHER FIXTURE AND ELEMENT DWG DRAWING OR NOISY WORK,TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL EMISSIONS RATE(MOISTURE TEST)FOR ALL'ON GRADE SLAB CONDITIONS'.THIS INFORMATION LAYOUTS TO THE ARCHITECT FOR REVIEW PRIOR TO ORDER PLACEMENT. DEW DRAWER SERVICES.NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE(1)WEEK IN SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT,THE ARCHITECTS' 6. PROVIDE SOUND BOOTS AT ALL FULL HEIGHT ENCLOSED ROOMS AT RETURN AIR N E EAST ADVANCE OF THE TIME WORK IS TO COMMENCE. SELECTED FLOORING REPRESENTATIVE(S),AND FLOORING SUBCONTRACTOR FOR REVIEW AND GRILLES,AND VAVS LOCATED IN PRIVATE OFFICES AND MEETING ROOMS. > EA EACH APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS.IF NO p. N EL ELEVATION LIGHT FIXTURES 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL O ELEC ELECTRICAL WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: 7. SEISMIC CODE BRACING ESRESTRAINTS. TS.OF FIXTULL RES LIGHTING IN TUBES AND ASSOCIATED rn DO ELEV ELEVATOR SEISMIC BRACING RESTRAINTS.FIXTURES FOUND NOT IN COMPLIANCE MAY BE EQUIP EQUPMEN7 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS.ANY CHANGES TO SAME SHALL BE A. PROVIDE(3)CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET REQUIRED BY THE JURISDICTION TO BE MODIFIED AND/OR REPLACED WITH EST ESTIMATE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. AND TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN CODES. EXP EXPANSION SCOPE OFE WORK.THE CALCIUMO ASTM F RIDE TEST SHALL BE EST METHOD'F RACCORDANCEMEASURING S. PROTECT USINGEXPO ED CONSTRUCTION. CTION.REFERFIXTURES AND T HER ELEMENTSMANUFACTURE FROM EC DAMAGE END AND IO Sports Art FEC FIRE EXTINGUISHER CABINET 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY WITH THE LATEST EDITION OF ASTMF1689"STANDARD TEST METHOD'FOR MEASURING SOILING DURING CONSTRUCTION.REFER TO MANUFACTURER RECOMMENDATIONS FF FACTORY FINISH REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO VAPOR EMISSIONS RATE OF CONCRETE SUN-FLOOR USING ANHYDROUS CALCIUM CHLORIDE. FOR PROTECTION DURING CONSTRUCTION. PH FULL HEIGHT INSTALLATION FOR ARCHITECTS APPROVAL.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PROVIDE AWRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. 9. RE-LAMP ALL EXISTING TO REMAIN FIXTURES TO MATCH NEW FIXTURES. FIN FINISHED) AND PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM BRIDGE POINT EVERETT FUR FLOOR FABRICATION.(SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK.PROVIDE A WRITTEN LIGHTING CONTROLS FLUOR FLUORESCENT REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. 10. ALL ENCLOSED ROOMS AND FIXTURE TYPES SHALL BE SWITCHED SEPARATELY. 5OO FOIC FURNISH IBYY OWNER, 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT CONFIRM CONTROL SYSTEM CONFIGURATION WITH OWNER,TENANT AND FOS FACE OFSTUD(S) OF ANY DISCREPANCIES.CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. IF REQUIRED BY THE CALCIUM CHLORIDE TEST,AWATERPROOFMEMBRANESHALLBEAPPLIED ARCHITECT.PROVIDE ZONED LIGHTING CONTROL OF OPEN OFFICE AREAS AS 5900 36TH AVE WEST FOC FACE OF CONCRETE TO ALL FLOORS WITHIN THE SCOPE OF WORK.THE WATERPROOF MEMBRANE(S)SHALL BE REQUIRED BY CODE AND PROVIDE SWITCHING AT POINTS OF ENTRY AS FOF FACE OF FINISH 9. CONTRACTOR SHALL PROVIDE18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC APPROPRIATE.SUBMIT SWITCH LOCATIONS TO ARCHITECT FOR REVIEW AND BLDG C -SUITE 100 FT FOOTIFEET CONFIRMATION. FUR FURREDIFURRING WALL-MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. FLOORING MANUFACTURER VIA THE ARCHITECT.A LICENSED INSTALLER SHALL BE UTILIZED 11. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER EVERETT, WA 98203 CA GAUGE FOR INSTALLATIONIAPPLICATION OF EACH SPECIFIC MEMBRANE(AS APPLICABLE TO THE FINISH BASED ON FINAL APPROVED LIGHTING PLANS AND THE CURRENT CODES IN EFFECT. GC GENERAL CONTRACTOR 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4"IN ILIA".THE CONTRACTOR FLOORING PRODUCT)AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE GL GLASSIGLAZING SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE SCOPE OF WORK THAT FULFILLS ALL EGRESS LIGHTING REQUIREMENTS.FINAL GINS GYPSUM WALL BOARD AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. EGRESS LIGHTING QUANTITIES AND LOCATIONS ARE SUBJECT TO APPROVAL BY HC HOLLOW CORE 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE,SHAPE, BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. HCPD HANDICAPPED COLOR,TEXTURE,PATTERN,QUALITY AND METHOD OF INSTALLATION INSOFAR AS 33. CONCRETE SLAB ON GRADE REPAIR-MINOR SCOPE(100 SQUARE FEET OR LESS) HDR HEADER PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE, CEILINGS HM HARDWARE WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR;CONDUCT THE 12. SUSPENDED CEILING COMPONENTS SHALL MATCH ADJACENT EXISTING DESIGN JPC HM HOLIZONTATAL 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH APPROPRIATE UNDER SLAB INVESTIGATION IA SONO-GRAPH AND/OR X-RAY)TO LOCATE COMPONENTS AND BE OF CONSISTENT MANUFACTURER WHERE NEW IS HOarz HORIzoNTAL N T) DRAWN JC,TL HR HOUR ORIGINAL FIRE PROTECTION LEVELS.(OBTAIN REQUIRED APPROVALS AND TESTING). EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED,SAW CUT SLAB SUPPLEMENTING EXISTING.FURNISH AND INSTALL ALL ASSOCIATED TRIM AND HT HEIGHT AT SUBJECT AREA(S)AND PULL BACK THE EXISTING VAPOR HARRIER(IF PRESENT)AND SEISMIC BRACING AS REQUIRED. CHECKED JO HVAC HEATING VENTILATING 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION.THE CONTRACTOR SHALL PROTECT PROTECT FOR FUTURE RE-INSTALLATION.EXECUTE THE NECESSARY UNDER SLAB WORK 13. LIGHT FIXTURES,NEW SPRINKLER HEADS AND OTHER CEILING ELEMENTS SHALL BE 24-0167 AIR CONDITIONING ALL PERSONNEL,PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY.BARRIERS (INCLUDING EXCAVATION),BACKFILL AND RE-COMPACT THE SUBJECT AREA WITH THE CENTERED IN THREMAI UNLESS OO CONFLICTING CEILING TILES U.N.O.(EXIST. NO. INSUL INSULATION SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING PREVIOUSLY HELD MATERIALS(IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR SPRINKLERS TO REMAIN UNLESS CONFLICTING WITH NEW ELEMENTS). EM JAN JANITOR CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS,BENCHMARKS AND THEIR RE-INSTALLATION,DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). 14. PROVIDE CEI E.PRON 0 PROVIDE ACCS AS ESS FOR EQUIPMENT PRODUCAND TDA JT JOINT REFERENCE POINT FROM BEING DESTROYED OR DISTURBED;REPLACE AS REQUIRED. RE-COMPACT FILL SOIL TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY MOD OBTAINED IN MUNTENANCE.PROVIDE ACCESS PANEL LOCATIONS AND PRODUCT DATA FOR KIT KITCHEN (MOD) ARCHITECTS REVIEW. GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE-INSTALL THE EXISTING 15. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED LAM LAMINATE(D) 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3"WIDE PRESSURE SENSITIVE TAPE TO FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW LAV LAVATORY REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES,SUBJECT TO ENSURE AN AIR/MOISTURE RESISTANT BOND.ATTACH NEW INFILL TO EXISTING CONCRETE FOR THICKNESS OF ALL FLOOR FINISHES. LH LEFT HAND ARCHITECTS APPROVAL,AND AT NO ADDITIONAL COST TO OWNER.ALL REPLACEMENT SLAB WITH 181NCH LONG#4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO TE 16. VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND MAX MAXIMUM MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, EXISTING CONCRETE SLAB WITH HILTI HIT-HY-200 ADHESIVE(OR SIMPSON SET ADHESIVE). ASSOCIATED SEISMIC BRACING RESTRAINTS.SYSTEMS FOUND NOT IN COMPLIANCE MECH MECHANICAL PATTERN,TEXTURE,SIZE,SHAPE,COLOR AND METHOD OF INSTALLATION INSOFAR AS REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. MAY BE REQUIRED BY THE JURISDICTION TO BE MODIFIED AND/OR REPLACED WITH MTL METAL PRACTICABLE,AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO PROVIDE W2 X W2 X B X B WELDED WARE FABRIC WITHIN SUBJECT AREA(S),INFILL SLAB TO EQUIVALENT SYSTEMS AS REQUIRED BY CURRENT BUILDING CODES. MI MEZZANINE INSTALLATION. MATCH THICKNESS OF ADJACENT MFER R MANUFACTURE(R) CTTURER) SURFACE(S)(BUT NOT BE LESS THAN FOUR INCHES THICK) MIN MINIMUM AND#4 DOWELS SHALL BE CENTERED IN SLAB.THE CONCRETE SHALL HAVE MINIMUM 28 DAY MISC MISCELLANEOUS 16. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS MTD MOUNTED REMOVEDDURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED TO BE PLACED LEVEL WITH ADJACENT SURFACES.LET CURE AND PROVIDE MOISTURE TESTING MILL MULLION OTHERWISE.FIREILIFESAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. AS SPECIFIED ABOVE. N NORTH NIC NOT IN CONTRACT T TUTS NOT SCALE 16. INSTALLATION OF MECHANICAL,ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT STRUCTURAL CIA OVERALL OPENING OF SOME EXISTING WALLS,CEILINGS OR FLOOR CAVITIES.THE CONTRACTOR SHALL ENGINEER.REFER TO STRUCTURAL PLANS,IF APPLICABLE,FOR ADDITIONAL SPECIFICATIONS saes REGISTERED OC ON CENTER BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,EXCEPT WHERE AND REQUIREMENTS. oD OUTSIDE DIAMETER NOTED OTHERWISE.FILL ALL HOLES AND VOIDS IN FLOORS,WALLS AND CEILINGS WHICH ARCHITEC OH OPPOSITE HAND RESULT FROM INSTALLATION OF WORK,AND REMOVAL OF EXISTING MATERIALS AND 34. CLEAN,REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING /�uq(A!. OPNG OPENING EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, 80PERATIONAL MANNER. P-LAM PLASTIC LAMINATE FINISHES,AND LEVELS ADJACENT,OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE ANN KusKA DERR PNL PANEL THE FINISH INDICATED. 35 COORDINATE WITH SUBCONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICEIDATA STATE OF WASHINGTON PR PAIR . OUTLETS,PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. RTN PARTITION 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE RAD RADIUS RB RESILIENTBASE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK,ANY OPENING OVER 2"IN 36. CASEWORK SHALL CONFORM TO AW.I.CURRENT STANDARDS. RT RESILIENTTILE DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER.THROUGH CONCRETE SLABS OR REF REFERENCE WALLS,OR MASONRY WALLS,ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND 37. EGRESS LIGHTING SHALL BE DESIGNED BY LICENSED ELECTRICAL ENGINEER BASED ON FINAL RE REFRIGERATOR DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW.IN NO CASE FLOOR PLAN(S)AND THE MOST CURRENT(IN FORCE)ISSUE OF THE IBC,IEC AND LOCAL REINF REINFORCING SHALL ANY STRUCTURAL MEMBER BE CUT.USE CARBIDE-TIPPED DRILLS FOR GYPSUM CODES/ORDINANCES.THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS(COMMON PATH 04.19.2024 PERMITSET REV REQUIRE// WALLBOARD PARTITIONS.KEEP OVERCLTFTING TO A MINIMUM.MAINTAIN CONTINUITY AND OF TRAVELIEXIT TRAVEL DISTANCE)AS STARTING POINT FOR A BASIS OF DESIGN.HOWEVER,IT 06.05.2024 PERMIT REVISION REV1 REV REVISION - RH RIGHT HAND INTEGRITY OF FIRE SEPARATION AT ALL TIMES.GROUTAROUND CONDUITS PASSING THROUGH SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK RM ROOM CONCRETE WALLS AND FLOORS AND MASONRY WALLS.MAKE PATCHES WITH NEAT,TRIMMED THAT ADDRESSES ALL EGRESS LIGHTING I.E.;ROOMS,SPECIALIZED SPACES,PATHWAYS,ETC. RO ROUGH OPENING EDGES;MATCH ADJACENT EXISTING WORK. PER THE AFOREMENTIONED CODES,FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS S SOUTH SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT SC SOUDCORE 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, DETERMINATION, SEAL SEALANT RELITES WITHOUT BASE,CABINET WORK,AND OTHER LOCATIONS REQUIRING LEVEL SECT S SUBSTRATE.FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SM SHHEETEET SIM SIMILAR SLOPE T01/8"PER FOOT. SPEC SPECIFICATION FLOOR PLAN SHEET NOTES: SQ SQUARE 19. MATERIALS,ARTICLES,DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING SS STAINLESS STEEL ACCEPTABLE MANUFACTURERS OR PRODUCTS,BY REQUIRING COMPLIANCE WITH REFERENCED STL STEEL 1. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION ON ALL ELECTRICAL STOR STORAGE STANDARDS,OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME,SELECT AND DATA DEVICES,REQUIREMENTS,ETC, STRUC :TO ANY PRODUCT NAMED,FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY SUSP SUSPENDED PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED 2, GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING,BRACING AND TEL TELEPHONE CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED,SUBMIT REQUIRED SUBMITTALS, SUPPORTS AS NECESSITATED BY THE GOVERNING CODE. TEMP TEMPERED PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION.WHERE TFTI TENANT FURNISHED B TENANTTINSTALLED BUILDING STANDARD ITEMS ARE CALLED FOR,NO SUBSTITUTE WILL BE ACCEPTED. INST THK THICKNESS) THRESH THRESHOLD 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH TV TELEVISION LOCAL FIRE CODE.PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. TYP TYPICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. < UNPIN UNFINISHED UNO UNLESS NOTED OTHERWISE 21. MECHANICAL AND ELECTRICAL FIXTURES,OUTLETS,ETC.,WHEN SHOWN ON THE VCT VINYLCOMPOSITION TILE ARCHITECTURAL DRAWINGS,ARE FOR LOCATION INFORMATION ONLY.MECHANICAL AND < VEN VENEER ELECTRICAL TO BE DESIGNED BY OTHERS.ALL CIRCUITING COORDINATION TO BE BY OTHERS. VERT VERTICAL VEST) VESTIBULE 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECTS APPROVAL SHOWING LOCATIONS OF VFY VERIFY ALL HVAC THERMOSTATS,GRILLES AND DIFFUSERS,FIRE AND SMOKE DETECTION DEVICES JURISDICTION BTAMP VWC VINYL WALL COVERING INCLUDING SPRINKLERS,SMOKE DETECTORS,FIRE EXTINGUISHERS AND HOSE CABINETS, 99 W WESTN4DE WI WITH PLUMBING AND PLUMBING EQUIPMENT.WD woo O(GENERAL NOTES no WITHOUT 23, ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR SYMBOLS LEGEND: WT WEIGHT STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT, SYMBOLS 2306 ROOM NUMBER REFERENCE 24. ALL PERMITS INCLUDING FIRE,MECHANICAL,AND ELECTRICAL TO BE FILED SEPARATELY, 103 DETAIL REFERENCE BUBBLE ® DOOR NUMBER REFERENCE S Q3 REVISION REFERENCE JOB NORTH m g I.10a INTERIOR ELEVATION SYMBOL G © REFERENCE KEY I_0. 1 3 (REFER TO SHEET/KEYNOTES) 8 ©2OP4,JPCAN,IIetla,LLC