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HomeMy WebLinkAboutBLD-2026-0521 - COMMERCIAL TENANT IMPROVEMENTFIXTURES Qty Plumbing Fixtures Please request inspections online through the permit portal. If that is not possible please call (360) 293-1901 for Building or Planning inspections. For Public Works inspections, please call (360) 293-1938. PARCEL: P57225 LEGAL DESCRIPTION: (0.1722 ac) THE WEST 1/2 OF LOT 8 AND ALL OF LOTS 9 AND 10, BLOCK 9, FIRST ADDITION TO THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE 24, RECORDS OF SKAGIT COUNTY, WASHINGTON. APPLICANT: BETHARDS, BILL 15063 Deception Road ANACORTES, WA 98221 3609411037 OWNER: 1019 LLC UNKNOWN 15063 DECEPTION RD ANACORTES, WA 98221 VALUATIONS: Estimated construction cost 43088.00 $43,088.00 $43,088.00Total: FEES:Paid Due Mechanical and plumbing remodel fixtures fees $7.00 $0.00 Plan Review Fee $379.37 $0.00 State Building Code Council fee $25.00 $0.00 Building Permit Fee $583.65 $0.00 $0.00Totals : REQUIRED INSPECTIONS Building Final $995.02 BLD-2026-0521 COMMERCIAL TENANT IMPROVEMENT ISSUED: EXPIRES: 08/21/2026 08/21/2028 PROJECT NAME: SUITE B TI SITE ADDRESS: 1019 24TH STREET ANACORTES Page 1 of 1Printed by : Jennifer Watson on: 09/01/2026 10:58 AM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ AREA OF TENANT IMPROVEMENT ENTRY ADA STALL PA R K I N G L O T DRIVEWAY 24TH ST. SIDEWALK TRASH ADJACENT TENANT G001 PROJECT INFORMATION 01 GENERAL G002 GENERAL NOTES 01 GENERAL G003 ACCESSIBILITY CLEARANCES 01 GENERAL A101 FLOOR PLANS 02 ARCHITECTURAL VICINITY MAP SHEET CONTENT SHEET INDEX PROJECT SUMMARY PROJECT ADDRESS: PROPERTY OWNER: LEGAL DESCRIPTION: LOT AREA: BUILDING AREA: T.I. AREA: CONSTRUCTION TYPE: ON-GRADE PARKING: PROJECT DESCRIPTION: PARCEL NUMBER: PROJECT TEAM N.T.S. CLIENT APPLICABLE CODES:2021 INTERNATIONAL EXISTING BUILDING CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE 2023 NATIONAL ELECTRICAL CODE 2021 WASHINGTON STATE ENERGY CODE LOCAL MUNICIPAL CODES DEFERRED SUBMITTALS:HVAC,ELECTRICAL,PLUMBING ARCHITECT STRUCTURAL ENGINEER CIVIL FIELD REPORT 310-463-1013 INFO@FIELDREPORT.COM 450 ALASKAN WAY SOUTH SEATTLE WA 98104 08/17/26 1019 24TH ST SUITE B 1019 LLC 1019 24TH ST SUITE B 1019 24TH TI (0.1722 ac)THE WEST 1/2 OF LOT 8 AND ALL OF LOTS 9 AND 10,BLOCK 9,FIRST ADDITION TO THE CITY OF ANACORTES,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 1 OF PLATS, PAGE 24,RECORDS OF SKAGIT COUNTY, WASHINGTON. P57225 7,500 SF MINOR INTERIOR NON-STRUCTURAL TENANT IMPROVEMENT OF AN EXISTING COMMERCIAL SUITE. SCOPE OF WORK INCLUDES CAPPING AND REMOVING EXISTING PLUMBING FIXTURES,SELECTIVE DEMOLITION AND RECONFIGURATION OF INTERIOR NON-LOAD-BEARING PARTITION WALLS,MINOR MODIFICATIONS TO EXISTING ELECTRICAL BRANCH WIRING AND MECHANICAL DISTRIBUTION,REPLACEMENT OF EXISTING FLUORESCENT TROFFER-STYLE LIGHT FIXTURES WITH HIGH-EFFICIENCY LED FIXTURES,AND THE ADDITION OF ONE NEW EXTERIOR WINDOW. FINISH UPDATES INCLUDE FLOORING (TBD),PAINT,TRIM,CEILING TILE REPLACEMENT,AND COUNTERTOP REFINISHING. NO STRUCTURAL WORK EXCEPT AS REQUIRED FOR THE NEW WINDOW,NO OTHER CHANGES TO THE EXTERIOR,NO CHANGE OF USE,AND NO MODIFICATIONS TO FIRE-RATED DEMISING WALLS. 4,162 SF 1019 LLC - - VB YES PROJECT SITE 1,714 SF SCALE:1" =20'-0"1 SITE PLAN 08/18/2026 CITY OF ANACORTES PLANNING AND BUILDING DEPT: APPROVED PLANS REVIEWED FOR CODE COMPLIANCE PERMIT #:______________________________ ADDRESS:____ _______________ APPROVED BY: ______________ SUBJECT TO FIELD INSPECTION. APPROVED PLANS SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. BLD-2026-0521 1019 24TH STREET SM F WALL TYPE (SEE WALL TYPE SCHEDULE) A 3 1 A101 TYP. 1t A ROOM XX CL +2'-0" DOOR TYPE (SEE DOOR SCHEDULE) WINDOW TYPE (SEE WINDOW SCHEDULE) BUILDING SECTION 1 A101 TYP.WALL SECTION 1 A101 DETAIL NUMBER BUILDING ELEVATION1 A101 TYP. INTERIOR ELEVATION ELEVATION MARK ROOM NAME / NUMBER COLUMN LINE CENTERLINE REVISION TAG A101 1 1 1 1 COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS - GC TO CONFIRM SPEC WITH OWNER PRIOR TO INSTALL VENTILATION FAN; 50CM INTERMITTENT PER TABLE SRC M1507.4 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, BE FAMILIAR WITH THE EXISTING CONDITIONS, AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO SUBMISSION OF CONSTRUCTION PROPOSAL AND BEFORE BEGINNING WORK. THE DRAWINGS REFLECT CONDITIONS REASONABLY INFERRED FROM THE EXISTING VISIBLE CONDITIONS BUT CANNOT GUARANTEED BY THE ARCHITECT. DRAWINGS MAY BE SCALED FOR ESTIMATING PURPOSES AND FOR GENERAL REFERENCE ONLY. FOR ALL OTHER DIMENSIONS OR LOCATIONS CONSULT THE ARCHITECT OR REFER TO DIMENSIONS ON DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY STANDARDS, AND THE BEST TRADE PRACTICES. 3. THE ARCHITECT WILL BE OBSERVING THE CONSTRUCTION FOR COMPLIANCE WITH DESIGN INTENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND COMPLIANCE WITH CONSTRUCTION STANDARDS. 4. THE GENERAL CONTRACTOR SHALL ARRANGE ALL INSPECTIONS AND TESTS AS SPECIFIED OR REQUIRED BY THE BUILDING DEPARTMENT AND SHALL PAY ALL COSTS AND FEES FOR SAME. THE CONTRACTOR SHALL SECURE ALL BUILDING PERMITS AND UPON COMPLETION OF THE PROJECT (PRIOR TO FINAL PAYMENT) DELIVER TO THE OWNER A CERTIFICATE OF OCCUPANCY OR USE FROM THE BUILDING DEPARTMENT. 5. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND INSTALL ALL MATERIALS AND EQUIPMENT. 6. ALL ACCESSIBILITY DESIGN SHALL BE IN COMPLIANCE WITH IBC CHAPTER 11 AND ICC A117.1-2017 7. OCCUPANCY LOAD TO BE POSTED VISIBLY NEAR MAIN ENTRANCE/EXIT. 8. PROVIDE EXIT SIGNS PER IBC 1011. 9. SAFETY GLAZING TO BE USED IN DOORS & WINDOWS AT HAZARDOUS LOCATIONS PER IBC 2406.4. 10. ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY STATE LICENSED CONTRACTORS. CONTRACTORS SHALL SUBMIT ALL REQUIRED PERMITS, CERTIFICATES, AND SIGN-OFFS TO OWNER AND ARCHITECT FOR THEIR RECORDS. 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF A COMPLETE WEATHER TIGHT BUILDING WITHIN THE SCOPE OF THE CONSTRUCTION DOCUMENTS. IF THE GENERAL CONTRACTOR FEELS THAT CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS IS IN CONFLICT WITH THIS GOAL, THEY SHALL DISCUSS THESE CONFLICTS WITH THE ARCHITECT. 12. THE GENERAL CONTRACTOR SHALL LAY OUT ALL WORK AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS FOR TRADES SUCH AS ELECTRICAL, PLUMBING, ETC. 13. THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS TO THE PREMISES AT ALL TIMES. 14. THE GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS AND KEEP OUT ALL UNAUTHORIZED PERSONS. UPON COMPLETION OF WORK, THE ENTIRE CONSTRUCTION AREA IS TO BE THOROUGHLY CLEANED AND PREPARED FOR OCCUPANCY BY OWNER. ALL MATERIALS AND DEBRIS RESULTING FROM THE CONTRACTOR'S WORK SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. CARE SHALL BE TAKEN DURING CONSTRUCTION THAT NO DEBRIS OR MATERIALS ARE DEPOSITED IN ANY RIGHT OF WAY AREA. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW CONDITIONS AND MATERIALS ON THE SITE. ANY DAMAGE CAUSED BY OR DURING THE EXECUTION OF THE WORK IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. 16. NO CUTTING OR DAMAGE TO BUILDING STRUCTURAL COMPONENTS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 17. ALL UTILITIES SHALL BE CONNECTED TO PROVIDE GAS, ELECTRIC, AND WATER TO ALL EQUIPMENT WHETHER SAID EQUIPMENT IS IN CONTRACT OR NOT. EQUIPMENT SHALL BE GUARANTEED TO FUNCTION PROPERLY UPON COMPLETION. 18. MANUFACTURER'S STANDARD SPECIFICATIONS AND MATERIALS APPROVED FOR PROJECT USE ARE HEREBY MADE PART OF THESE NOTES WITH SAME FORCE AND EFFECT AS IF WRITTEN OUT IN FULL HEREIN. ALL APPLIANCES, FIXTURES, EQUIPMENT, HARDWARE, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. 19. WRITTEN WORDS TAKE PRECEDENCE OVER DRAWN LINES. LARGE-SCALE DETAILS AND PLANS TAKE PRECEDENCE OVER SMALLER DETAILS AND PLANS. SHOULD A CONFLICT ARRIVE BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE REQUIREMENTS DEEMED MOST STRINGENT SHALL BE USED. 20. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION, OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY THE ARCHITECT SHALL BE INCLUDED IN THE WORK AS IF IT WERE SPECIFIED OR INDICATED ON THE DRAWINGS. 21. ALL ARCHITECTURAL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLIMENTARY. WHAT IS INDICATED AND CALLED FOR BY ONE SHALL BE BINDING AS THOUGH CALLED FOR BY ALL. 22. NO DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS OR INTENT OF SAME SHALL BE MADE WITHOUT THE ARCHITECT'S WRITTEN AUTHORIZATION. 23. ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED (UON). 23. VERIFY ALL ROUGH-IN DIMENSIONS (HORIZONTAL AND VERTICAL) FOR ALL EQUIPMENT PROVIDED IN THE CONTRACT DOCUMENTS. VERIFY WITH THE OWNER'S REPRESENTATIVE THE SIZE, SHAPE, AND UTILITY REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHERS. 24. CONTRACTORS/SUB-CONTRACTOR TO PROVIDE SOLID BACKING FOR ALL ATTACHED HARDWARE RODS, HANDRAILS, AND GRAB BARS. A.B. ACOUS. A.D. ADDL. ADJ. ADJUST. AGGR. ALLOW. ALT. ALUM. APPROX. ARCH. ASSY. BD. BDRY. B.L. BLDG. BLK. BLKG. BM. BOT. B.S. BTWN. CAB. CEM. C.J. C.L. CLG. CLKG. CLR. CNTR. COL. CONC. CONN. CONSTR. CONT. CSK. CTR. DBL. DEPT. DET. D.F. DIA. DIM. DN. D.O. DR. DWG. D.S. EA. EL. ELEC. EMBMT. EMER. ENCL. E.P. EQ. EQPT. E.S. (E) EXPO. EXT. ACHOR BOLT ACOUSTICAL AREA DRAIN ADDITIONAL ADJACENT ADJUSTABLE AGGREGATE ALLOWABLE ALTERNATE ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY BOARD BOUNDRY BOTTOM LAYER BUILDING BLOCK BLOCKING BEAM BOTTOM BOTH SIDES BETWEEN CABINET CEMENT CEILING JOIST CENTER LINE CEILING CAULKING CLEAR COUNTER COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COUNTERSINK CENTER DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIMENSION DOWN DOOR OPENING DOOR DRAWING DOWNSPOUT EACH ELEVATION ELECTRICAL EMBEDMENT EMERGENCY ENCLOSURE ELECTRICAL PANEL EQUAL EQUIPMENT EACH SIDE EXISTING EXPOSED EXTERIOR F.A. F.D. FDN. F.E. F.F. FIN. F.J. FLR. F.O.C. F.O.F. F.O.S. FPRF. FT. FURR. FUT. GA. GALV. GL. G.LA. GND. GYP. H.B. H.C. HDR. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. INT. JST. JT. LAM. LAV. LG. LGTH. LT. LTWT. MAX. MECH. MEMB. METL. MFR. MIN. MISC. MTD. MUL. N.I.C. NO. OR # NOM. N.T.S. O.A. O.C. O.D. OPNG. OPP. FIRE ALARM FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISH FLOOR FINISH FLOOR JOIST FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF STUD FIREPROOF FEET OR FOOT FURRING FUTURE GAUGE GALVANIZED GLASS GLUE LAMINATED GROUND GYPSUM HOSE BIB HOLLOW CORE HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INSULATION INTERIOR JOIST JOINT LAMINATE LAVATORY LONG LENGTH LIGHT LIGHT WEIGHT MAXIMUM MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCILLANEOUS MOUNTED MULLION NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PRCST. PL. P.L. PLN. PLYWD. P.T. R. RAD. R.D. REF. REINF. REQ. RESIL. R.J. RM. R.O. R.R. SCHED. SECT. SHTG. SHT. SIM. SPCG. SPEC. SQ. S.S. STAG. STD. STL. STR. STRUCT. SUSP. SYM. TRD. T&B TEMP. T&G THK. THRD. T.O.P. T.O.R. T.O.W. TYP. UNF. U.N.O. VERT. V.I.F. W/ W.C. WD. W/O WP. WT. PRECAST PLATE PROPERTY LINE PLAN PLYWOOD PRESSURE TREATED RISER RADIUS ROOF DRAIN REFERENCE REINFORCED REQUIRED RESILIENT ROOF JOIST ROOM ROUGH OPENING ROOF RAFTER SCHEDULE SECTION SHEATING SHEET SIMILAR SPACING SECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STEEL STRAIGHT STRUCTURAL SUSPENDED SYMMETRICAL TREAD TOP AND BOTTOM TEMPORARY TONGUE AND GROOVE THICK THREADED TOP OF PLATE TOP OF RIDGE TOP OF WALL TYPICAL UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT WATERPROOF WEIGHT Scale Project North Revisions Project No. Seattle, WA www.fieldreport.com Sheet Name Sheet Number Client Copyright 2023 Field Report, © 2024 Field Report Lasting works strongly tied to place and craft. As indicated G002 GENERAL NOTES 1019 24TH ST SUITE B xxxxxx 10 1 9 2 4 T H T I 1019 LLC 08/17/26 GENERAL NOTES ABBREVIATIONS SYMBOLS MOCKUPS / SAMPLES 08/18/2026 CL CL EXIT SIGNVISUAL ALARM LIGHT 2' - 9 " NAPKIN + TAMPON VENDOR RECESSED BABY CHANGING STATION RECESSED PAPER TOWEL DISPENSER + WASTE - FULL HEIGHT RECESSED TO H I G H E S T O P E R A B L E P A R T TO T O P O F R I M I N O P E N P O S I T I O N TO H I G H E S T O P E R A B L E P A R T TTD SCD COMBO UNIT MENS -SINGLE SIDED TTD SND SCD COMBO UNIT WOMENS -SINGLE SIDED GRAB BARMIRROR BA C K W A L L 8" FROM CENTERLINE OF TOILET TISSUE DISPENSER TO FRONT OF TOILET 8" FROM CENTERLINE OF TOILET TISSUE DISPENSER TO FRONT OF TOILET GB-1_36 COAT HOOK GB-1_42 GB-1_18 SINGLE OCCUPANT TOILET & HC STALLS MEN'S TOILET COMPARTMENT SIDE WALL LAYOUT TOILET COMPARTMENT REAR WALL (HC STALL) LAYOUT 6" 3' - 0" CL 2' - 1 0 " 8" 3' - 4 " 1 ' - 6 " 2' - 1 0 " 3' - 6"1' - 0" 8" SANITARY NAPKIN DISPOSAL TOILET TISSUE DISPENSER SEAT COVER DISPENSER 2' - 4 " 1' - 5 " 2' - 4 " 3' - 1 0 " I N T O I L E T S T A L L S FEC TO H A N D L E FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER W/ MOUNTING BRACKET EXTINGUISHER HANDLE AT 48" AFF MAX. EXTINGUISHER CABINET MUST BE AT A HEIGHT WHERE THE TOP OF THE EXTINGUISHER IS AT 3'11" CL 8" FROM CENTERLINE OF TOILET TISSUE DISPENSER TO FRONT OF TOILET WOMEN'S TOILET COMPARTMENT SIDE WALL LAYOUT 1' - 0"8" 1'-5"-1'-7"1'- 5 " - 1 ' - 7 " TOILET HEIGHT 3' - 3 " 2' - 1 0 " 3' - 4" 3' - 4 " 3' - 1 0 " 4' - 1 1 " 4' - 1 1 " 3' - 1 1 " 4' - 0 " 8' - 0 " 4' - 6 " 6' - 8 " (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH TWO DOORS IN A SERIES (B)(C) CIRCULAR (A) FORWARD (B) PARALLEL SIZE OF WHEELCHAIR TURNING SPACE (A) FORWARD APPROACH (B) PARALLEL APPROACH MANEUVERING CLEARANCES KNEE CLEARANCE TOE CLEARANCE (A) FRONT APPROACH, PULL SIDE DOORS AND DOORWAYS CLEAR FLOOR SPACE * DOORS WITH BOTH LATCH & CLOSER ** 4'-6" MIN. IF CLOSER IS PROVIDED *** 4'-0" MIN. IF CLOSER IS PROVIDED 5' - 0 " 1' - 6"1' - 0" *4' - 0 " 3' - 0" 5' - 0 " 3' - 6" 4' - 6 " 1' - 0" *1' - 10"3' - 6 " * * 2' - 0"4' - 0 " * * 2' - 0"3' - 6 " * * * 67" MIN. MIN. 30" 52 " M I N . MIN . 30 " 52" MIN. X > 2 4 " 52 " M I N . 36" MIN. TYPICAL FIXTURE MOUNTING HEIGHTS 4' - 0" 3' - 0" 5' - 0 " 5' - 0 " 5' - 0" (A) 3' - 0" 4' - 0" 3' - 0" 5' - 0 " MI N . 30 " 60" MIN. X > 1 5 " 8" MIN. 9" M I N . 11" MIN. MIN . 2' - 3 " TYPICAL DOOR NOTES 1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 15 POUNDS FOR EXTERIOR DOOR AND 5 POUNDS FOR INTERIOR DOORS. 2. HAND ACTIVATED HARDWARE SHALL BE CENTERED BETWEEN 34 AND 48 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND- ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" (2'-8") WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 5. THE FLOOR OR LANDING SHALL BE NOT MORE THAN ½" LOWER THAN THE THRESHOLD OF THE DOORWAY. 6. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 90 (A) HINGED DOOR (B) SLIDING DOOR CLEAR WIDTH OF DOORWAYS UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH CLEAR WIDTH OF AN ACCESSIBLE ROUTE 32 " M I N . MAX. 24"52" MIN. MAX. 24" MIN. 2' - 8"2' - 8" MIN. ACCESSIBLE ROUTE NOTES 1. ALL FINISHES MUST BE INCLUDED IN CALCULATING MINIMUM CLEARANCES. MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE, I.E. BASEBOARD TO BASEBOARD. 2. ACCESSIBLE ROUTES OF TRAVEL MUST BE FREE OF OBSTRUCTIONS AND MAY BE REDUCED TO 32" (2'-8") MIN. FOR A MAXIMUM DISTANCE OF 24" (2'-0") A MINIMUM LENGTH OF 52” MUST BE PROVIDED BETWEEN 32” CLEARANCE REDUCTIONS. 3. A WHEELCHAIR TURNING SPACE MUST BE PROVIDED CONSISTING OF EITHER A 67" (5'-7") DIAMETER CIRCLE OR A 'T' SHAPED INTERSECTION IN COMPLIANCE WITH THE DIMENSIONAL REQUIREMENTS OF THE THREE OPTIONS DIAGRAMED BELOW. KNEE AND TOE CLEARANCES ALLOWED ONLY AT THE END OF EITHER THE BASE OR ARM. MAX. 2' - 0" 3' - 1 0 " M A X . 4' - 0 " M A X . MAX. 10" 4' - 0 " M A X . MAX. 1' - 8" 4' - 0 " M A X . MI N . 1' - 3 " 4' - 0 " M A X . MIN . 9" MIN. 1' - 5" 4' - 6" MIN. 3' - 6 " M I N . 3' - 6 " M I N . MIN. 2' - 0"4' - 0 " M I N . MIN. 2' - 8" 1' - 0" 1' - 6" (OPT. 2) T-SHAPED 60 " M I N . 64" MIN. 38 " M I N . 22 " 11" MIN. 42" MIN. 11" MIN. (OPT. 3) T-SHAPED 60 " M I N . 64" MIN. 40 " M I N . 20 " 12" MIN. 40" MIN. 12" MIN. (OPT. 1) T-SHAPED 60 " M I N . 68" MIN. 36 " M I N . 24 " 16" MIN. 36" MIN. 16" MIN. 8" 8" 10 " OVERLAP OF KNEE AND TOE CLEARNACE 60 " M I N . 36" MIN. X<52" 36" MIN. 48 " M I N . 42" MIN. X<52" 42" MIN. 43 " M I N . 43" MIN. X<52" 43" MIN. 36 " M I N . 36" MIN. 28" MIN. 28 " M I N . 4" 42 " M I N . 38" MIN. 36 " M I N . 36" MIN. 44 " M I N . 36" MIN. 8" 8" 1800TURNING MANEUVERING CLEARANCES 900 TURNING MANEUVERING CLEARANCES Scale Project North Revisions Project No. Seattle, WA www.fieldreport.com Sheet Name Sheet Number Client Copyright 2023 Field Report, © 2024 Field Report Lasting works strongly tied to place and craft. 1/4" = 1'-0" G003 ACCESSIBILITY CLEARANCES 1019 24TH ST SUITE B xxxxxx 10 1 9 2 4 T H T I 1019 LLC 08/17/26 08/18/2026 11'-10" 10'-5" 10 ' - 0 " 7'-10"7'-10"5'-6"3'-4"8'-0" 3'-3" 7'- 1 1 " 11'-5"7'-11" 15'-1 1/2"5'-11"10'-2" 10 ' - 9 " 19'-9" REUSE DOOR REUSE SINK OFFICE OFFICE OFFICE LAB OFFICE (E) ADA BATHROOM KITCHENETTE UT I L I T Y OFFICE STORAGE BATHROOM IT RECEPTIONWAITING ROOM ENTRY NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO C H A N G E NOTE: ALL INTERIOR WALLS ARE NON-STRUCTURAL NO CHANGE ENTRY VESTIBULE ENTRY VESTIBULE OTHER TENANT SPACE - NIC AR E A O F T E N A N T I M P R O V E M E N T 24 ' - 4 " AREA OF TENANT IMPROVEMENT 67'-9 1/2" 11'-10"7'-10"7'-10"8'-0" 7'- 1 1 " 11'-5"7'-11" CLR 5'-11" 10 ' - 9 " 9'-3" OFFICE OFFICE OFFICE OFFICE OFFICE NEW WINDOW (E) ADA BATHROOM KITCHENETTE UT I L I T Y 01 01 OFFICE STORAGE EXISTING ADA RESTROOM - NO CHANGES CL R 4'- 0 " BATHROOM RECEPTION WAITING ROOM ENTRY 03 02 NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO C H A N G E NO CHANGE CL R 7'- 1 0 1 / 2 " 01 ENTRY VESTIBULE OTHER TENANT SPACE - NIC ENTRY VESTIBULE NOTE: ALL INTERIOR WALLS ARE NON-STRUCTURAL AR E A O F T E N A N T I M P R O V E M E N T 24 ' - 4 " AREA OF TENANT IMPROVEMENT 67'-9 1/2" MATERIAL / FINISH NOTES • ALL GWB WALLS AND CEILINGS TO RECEIVE PAINTED FINISH TO MATCH EXISTING TEXTURE. • ALL DOOR AND WINDOW TRIM TO BE PATCHED / FILLED SANDED AND PAINTED. • ALL GRILLS AND REGISTERS TO BE PAINTED TO MATCH THE DUCTWORK, CEILING OR WALL ON WHICH THEY ARE INSTALLED. GENERAL NOTES • SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB-CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. • ALL DIMENSIONS TO FACE OF FINISH UNO DEMOLITION NOTES • PROTECT ADJACENT FINISHES ON EXISTING SURFACES • NEW WALLS AND FINISHES TO ALIGN WITH EXISTING SURFACES • ALLOW FOR PAINTING TOUCH UP OF EXISTING MATERIALS TO BETTER MATCH NEW FINISHES • EXISTING WALLS AND SURFACES WHERE NEW CONDUIT, ELECTRICAL BOXES, ETC. ARE INSTALLED SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING. • ALL UNUSED WALL CONDUITS, SWITCH BOXES, OUTLETS, CEILING TILES, PLATES, DEVICES AND/OR EQUIPMENT SHALL BE REMOVED. • NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED. CONTRACTOR TO NOTIFY ARCHITECT IF STRUCTURAL ASSEMBLY ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL. • RECYCLE AND SALVAGE EXISTING MATERIALS WHEN POSSIBLE -INCLUDING DOORS. • REMOVE ALL LOOSE LYING WOOD, METAL, CONCRETE AND MISCELLANEOUS DEBRIS FROM THE PREMISES. • HAZARDOUS MATERIALS SHALL BE REMOVED AND DISPOSED OF ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. • ANY EXISTING MATERIALS / EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. • VERIFY WITH ARCHITECT OR ENGINEERS FOR ITEMS TO BE RELOCATED OR REINSTALLED. • REMOVE ALL FLOORING AND PREP SUBFLOOR FOR NEW FINISHES. • REMOVE ALL WALL BASE. • CAP AND RETAIN PLUMBING STUB-UPS IN WALLS WHERE FIXTURES ARE SCHEDULED TO BE REMOVED. GENERAL POWER / ELECTRICAL NOTES • IT IS INTENDED THAT ALL RECEPTACLES, SWITCHES AND DEVICES BE CENTERED ON ALL FINISHED SURFACES, HORIZONTALLY AND VERTICALLY UNLESS NOTED OTHERWISE. IF FIELD CONDITIONS ARISE THAT MAKE CENTERING IMPOSSIBLE, CONSULT THE ARCHITECT FOR GUIDANCE ON FINAL PLACEMENT. CONTRACTOR SHALL COORDINATE ALL ROOF FRAMING TO ALLOW THE CENTERING SHOWN ON THIS PLAN FOR ALL RECESSED LIGHTING. IF ADDITIONAL FRAMING IS REQUIRED TO ACCOMMODATE THIS LAYOUT, THE CONTRACTOR SHALL INCL. SUCH FRAMING AS PART OF THE COST OF THE WORK. ANY COORDINATION SHALL TAKE PLACE DURING ROUGH FRAMING, PRIOR TO ROUGH-IN. • REPLACE ALL COVERPLATES, RECEPTACLES, AND SWITCHES WITH EQUIVALENT DEVICES IN A WHITE SATIN FINISH. • REPLACE ALL FLUORESCENT TROFFER STYLE LIGHT FIXTURES WITH "LITHONIA STACKS" OR EQUIVALENT FIXTURES WITH TUNABLE + DIMMABLE CONTROLS. • REPLACE ALL OVERHEAD LIGHTING AT VAULTED CEILINGS WITH RECESSED FIXTURES. • REPLACE CEILING FAN AT "RECEPTION" AREA. WALL TYPES EXISTING WALL TO REMAIN NEW WALL LIFE SAFETY NOTES BLDG AREA -T.I. = 1,714 SF BLDG AREA -TOTAL = 4,162 SF T.I. OCCUPANCY = GROUP B OTHER BLDG OCCUPANCIES = GROUP B (NO SEPARATION REQUIRED) OCCUPANT LOADS: WAITING: 1:15 X 253 SF = 17 OFFICE: 1:150 X 1,336 SF = 9 STORAGE: 1:300 X 125 SF = 1 TOTAL OCCUPANTS: 27 NO OF EXITS PROVIDED = 2 CONSTRUCTION TYPE = VB Scale Project North Revisions Project No. Seattle, WA www.fieldreport.com Sheet Name Sheet Number Client Copyright 2026 Field Report, © 2026 Field Report Lasting works strongly tied to place and craft. As indicated A101 FLOOR PLANS 1019 24TH ST SUITE B xxxxxx 10 1 9 2 4 T H T I 1019 LLC 08/17/26 SCALE:1/4" =1'-0"1 DEMO PLAN SCALE:1/4" =1'-0"2 CONSTRUCTION PLAN DOOR SCHEDULE Mark Count Width Height Core Frame Material Hardware Comments 01 2 3'-0" 6'-8" Solid WD TBD 02 1 3'-0" 6'-8" Solid WD REUSE EX. DOOR 03 1 3'-0" 6'-8" Solid WD PRIVACY WINDOW SCHEDULE Mark Sill Height Height Width U-FACTOR Glazing Area Comments MAIN LEVEL 01 3'-0" 5'-0" 6'-0" .27 MAX 30 SF NEW 30 SF Provide header to match other adjacent headers or provide engineering. 08/18/2026