3315 SEAWAY BLVD 2024 Plans 2025-07-01

T e AIEVIITIONING ATIONS: GENERAL REFER TO ICBUILDING IOITESIFICATIONS,REQUIREMENTS AND STANDARDS FOR EXISTING 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED,SPACKLED AND SANDED SMOOTH WITH NO ACT ACOUSTICAL CEILING TILE SHELL AND CORE CONSTRUCTION.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 AUTHORITIES HAVING JURISDICTION CONSTRUCTION. SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED.ALL SURFACES ALT. ALTERNATE SHALL BE ALIGNED. r APPROX. APPROXIMATE 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL,STATE AND LOCAL CODES. v 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 BLOC BUILDING WITH CITY AND STATE AGENCIES,AND PROVIDE REQUIRED PERMITS.ALL TESTS AND PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. ELK BLOCK B INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE uj BOT BLOCKING BOTTOM THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE. B/S BUILDING STANDARD BU 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 CAB CABINET EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING DRYWALLIMILLWORK CONDITIONS. CLG CEILING NECESSARY FOR THE EXECUTION OF THE WORK.BY SUBMITTING A PROPOSAL,THE ,p CUR CLEARANCE) CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING 29, ALL GLASS SHALL BE CLEAR TEMPERED GLASS,UNLESS OTHERWISE NOTED.GLAZING TONG N COL COLUMN CO NC CONCRETE CONDITIONS AND LIMITATIO COMPNS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE MARKS SHALL NOT BE VISIBLE.CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. Y co CONSTRUCTION BEEN EXAMINED IN LETE DETAIL,AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE COAT CONTINUOUS DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT,ADEQUATE AND 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION.PROVIDE NON-COMBUSTIBLE BLOCKING 7 CDR CORRIDOR fn CPT CARPET SATISFACTORY FOR CONSTRUCTION OF THE WORK.WHERE MINOR ADJUSTMENTS TO THE FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0"HT.ALL CONCEALED LUMBERS CT CERAMICTILE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS,OR BLOCKING TO BE FIRE TREATED. LU CT R CENTER RESOLUTIONS OF CONFLICTS BETWEEN ITEMS,WITHIN THE INTENT OF THE CONTRACT Z V 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, 7 Q DTL DETAIL THE OWNER.WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN CASEWORK. 00 DF DRINKING FOUNTAIN OF THE WORK,THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. N P DIA DIAMETER 32. MOISTURE TEST-REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE > Q DIM DIMENSION DN DOWN 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,INCLUDING AREA CONSTRUCTION ESTIMATINGIBUDGETINGPRQCESS THE GENERAL CONTRACTOR SHALL BE DR DOOR 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 L owe 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 DRW 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' > E EAST ADVANCE OF THE TIME WORK IS TO COMMENCE. SELECTED FLOORING REPRESENTATIVE(S),AND FLOORING SUB-CONTRACTOR FOR REVIEW AND p. EA EACH APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATIONTINISH PRODUCTS.IF NO a) EL ELEVATION 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 P rb ELEC ELECTRICAL ELEV ELEVATOR WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: EV EQUAL EQUIP EQUIPMENT 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 EST ESTIMATE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. AND(1)TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN EXIST EXISTING EXP EXPANSION SCOPE OF WORK.THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE TERRAPOWER FEc FIRE EXTINGUISHER CABINET 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY WITH THE LATEST EDITION OF ASTM F 1869'STANDARD TEST METHOD"FOR MEASURING 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. FFH FILL IN F NID) AND PRODUCT DATA FOR ARCHITECT'SPPROVAL ON ALL SPECIAL ITEMS REQUIRING HT INSTALLATION DRAWINGS PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. ISH(E BUILDING A 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 FLOOR 2 FLUOR FLUORESCENT FOIC REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IFURNISH BY OWNER,NSTALL BVCONTRACTOR 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT 3315 SEAWAY BLVD. FOS FACE OFSTUD(S) OF ANY DISCREPANCIES.CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. IF REQUIRED BY THE CALCIUM CHLORIDE TEST,A WATERPROOF MEMBRANE SHALL BE APPLIED EVERETT, WA 98203 FOC FACE OF CONCRETE TO ALL FLOORS WITHIN THE SCOPE OF WORK.THE WATERPROOF MEMBRANE(S)SHALL BE FOE FACE OF FINISH 9, CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FT FOOT/FEET WALL-MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. FLOORING MANUFACTURER VIA THE ARCHITECT.A LICENSED INSTALLER SHALL BE UTILIZED FUR FURREoffURRING FOR INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE(AS APPLICABLE TO THE FINISH GA GAUGE 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 114"IN 10'-0'.THE CONTRACTOR FLOORING PRODUCT)AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT GC GENERAL CONTRACTOR GL G ING SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE LAS GYPSUM WALL BOARD AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. HC HOLLOW CORE 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE,SHAPE, 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) HD R HEADER PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. DESIGN JPC HOW R HARDWARE WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR;CONDUCT THE HM HOLLOW METAL 12, ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH APPROPRIATE UNDER SLAB INVESTIGATION(VIA SONO-GRAPH AND/OR X-RAY TO LOCATE DRAWN TSJ HORQ HORIZONTAL ) HR HOUR ORIGINAL FIRE PROTECTION LEVELS.(OBTAIN REQUIRED APPROVALS AND TESTING). EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED.SAW CUT SLAB CHECKED AN HT HEIGHT AT SUBJECT AREA(S)AND PULL BACK THE EXISTING VAPOR BARRIER(IF PRESENT)AND NO. 24-0035 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 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 INSUL INSULATION SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING PREVIOUSLY HELD MATERIALS(IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR JAN JANITOR CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS,BENCH MARKS AND THEIR RE-INSTALLATION,DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). 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 KT KITCHEN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE-INSTALL THE EXISTING LAM LAMINATED) 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 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 LH LEFT HAND ARCHITECTS APPROVAL,AND AT NO ADDITIONAL COST TO OWNER.ALL REPLACEMENT SLAB WITH 18 INCH LONG#4 REBAR AT 24INCHES ON CENTER EMBEDDED B INCHES INTO THE MAX MAXIMUM MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO 50 WITH RESPECT TO TYPE, EXISTING CONCRETE SLAB WITH HILTI HIT-HY-200 ADHESIVE(OR SIMPSON SET ADHESIVE). MECH MECHANICAL PATTERN,TEXTURE,SIZE,SHAPE,COLOR AND METHOD OF INSTALLATION INSOFAR AS REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. MTL METAL PRACTICABLE,AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S),INFILL SLAB TO MEZ MEZZANINE MFR MANUFACTTURER) INSTALLATION. MATCH THICKNESS OF ADJACENT SURFACE(S)(BUT NOT BE LESS THAN FOUR INCHES THICK) MIN MINIMUM AND#4 DOWELS SHALL BE CENTERED IN SLAB.THE CONCRETE SHALL HAVE A MINIMUM 28 DAY MISC MISCELLANEOUS 15. 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 MTO MULLION REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED TO BE PLACED LEVEL WITH ADJACENT SURFACES.LET CURE AND PROVIDE MOISTURE TESTING ,A\6389 REGISTERED MILL MULLION OTHERWISE.FIREILIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. AS SPECIFIED ABOVE. N NORTH ARCHITECT NIC Nor IN CONTRACT 16. INSTALLATION OF MECHANICAL,ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT STRUCTURAL NTS NOTTO SCALE CA OVERALL OPENING OF SOME EXISTING WALLS,CEILINGS OR FLOOR CAVITIES.THE CONTRACTOR SHALL ENGINEER.REFER TO STRUCTURAL PLANS,IF APPLICABLE,FOR ADDITIONAL SPECIFICATIONS OC ON CENTER BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,EXCEPT WHERE AND REQUIREMENTS. 0D OUTSIDE DIAMETER NOTED OTHERWISE.FILL ALL HOLES AND VOIDS IN FLOORS,WALLS AND CEILINGS WHICH mn 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 INA FULLY FUNCTIONING MARK A.PETERSoN OPNG OPENING EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, &OPERATIONAL MANNER. P-LAM PlAsnc LAMINATE FINISHES,AND LEVELS ADJACENT,OR SHALL BE PUT N THE PROPER CONDITION TO RECEIVE VSTATE OF WASHINGTON PNL PANEL THE FINISH INDICATED. 35. COORDINATE WITH SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICEIDATA PR PAIR OUTLETS,PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. PTN PARTITION 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE RA D RADIUS COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK.ANY OPENING OVER 2"IN 36. CASEWORK SHALL CONFORM TO A.W.I.CURRENT STANDARDS. RE RESILIENT BASE DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER.THROUGH CONCRETE SLABS OR RT RESILIENTTILE REF REFERENCE WALLS,OR MASONRY WALLS,ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND 37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL REFR 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 5.10.2024 PERMIT SET 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 REV REQUIRED WALLBOARD PARTITIONS.KEEP OVERCUTTING TO A MINIMUM.MAINTAIN CONTINUITY AND OF TRAVEUEXIT TRAVEL DISTANCE)AS STARTING POINT FOR A BASIS OF DESIGN.HOWEVER,IT 9.17.2024 CD SET REV REVISION RH RIGHTHAND INTEGRITY OF FIRE SEPARATION AT ALL TIMES.GROUT AROUND CONDUITS PASSING THROUGH SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK Qi l l.06.2024 TENANT REVISION 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 SOLID CORE 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 SECTION SHT S EET SUBSTRATE.FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SIM SIMILAR SLOPE T01/8"PER FOOT. SPEC SPECIFICATION SO SQUARE 19, MATERIALS,ARTICLES,DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING SS STAINLESS STEEL STL STEEL ACCEPTABLE MANUFACTURERS OR PRODUCTS,BY REQUIRING COMPLIANCE WITH REFERENCED BTOR STORAGE STANDARDS,OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME,SELECT STRUC STRUCTURAL ANY PRODUCT NAMED.FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY SUSP SUSPENDED PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED TEL TELEPHONE CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED,SUBMIT REQUIRED SUBMITTALS, TEMP TEMPERED PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION.WHERE TFTI TENANT FURNISHED BUILDING STANDARD ITEMS ARE CALLED FOR,NO SUBSTITUTE WILL BE ACCEPTED. &TENANT INSTALLED 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. UNFIN UNFINISHED a uNo UNLESS NOTED OTHERWISE 21. MECHANICAL AND ELECTRICAL FIXTURES,OUTLETS,ETC.,WHEN SHOWN ON THE 2 VCT VINYL COMPOSITION 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 VESTI VESTIBULE 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECTS APPROVAL SHOWING LOCATIONS OF VFY VEYL SYMBOLS LEGEND: s°""°"sT"M` � vwc wnvL WALL covERNc ALL HVAC THERMOSTATS,GRILLES AND DIFFUSERS,FIRE AND SMOKE DETECTION DEVICES E° w WESTANIDE INCLUDING SPRINKLERS,SMOKE DETECTORS,FIRE EXTINGUISHERS AND HOSE CABINETS, g WI WITH PLUMBING AND PLUMBING EQUIPMENT. F-23-0-6-1 ROOM NUMBER REFERENCEWD e DETAIL REFERENCE BUBBLE GENERAL NOTES & 3 w w 0 woo 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR DOOR NUMBER REFERENCE I-1°a 4Yr WEIGHT STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. Q3 REVISION REFERENCE a ' JOB NORTH SYMBOLS 24. ALL PERMITS INCLUDING FIRE,MECHANICAL,AND ELECTRICAL TO BE FILED SEPARATELY. -ia.3 INTERIOR ELEVATION SYMBOL © REFERENCE KEY (REFER TO SHEETIKEYNOTES) a 1-0. 1 3 ©2W4 JPC ARCHITECTS,LLC L City of Everett Permit Services EVERETT Reviewed for Permit 01/09/2025