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HomeMy WebLinkAbout4820 LONGHOUSE TRAIL LANE NE STE 106_BLD6561_2026 PROJECT TEAM ABBREVIATIONS GENERAL NOTES PROJECT DATA DRAWING INDEX OWNER 1 IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR A-00 COVER SHEET/CODE ANALYSIS BYK CONSTRUCTION ABV ABOVE JNT JOINT FACE OF CONCRETE.UNLESS OTHERWISE NOTED.DO NOT SCALE THESE PROJECT DESCRIPTION ADA-1 ADA SHEET 702A METCALF AFF ABOVE FINISH FLOOR DRAWINGS.USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS . SEDRO-WOOLLEY.WA 08284 AC TILE ACOUSTICAL TILE LVL LEVEL DATUM.AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT TENANT IMPROVEMENT OF EXISTING VACANT TENANT SPACE BUILDINGIS AN EXISTING 4 STORIES. THE AREA OF WORK IS ON THE FIRST ARCHITECTURAL PHONE: 1360I 755-3101 ACP ACOUSTICAL CEILING PANEL L LONG.LINE IMMEDIATELY OF ANY DISCREPANCIES. FLOOR ONLY. NO CHANGES TO FLOORS ABOVE OR OTHER SPACES. A-0.1 EXIT PLAN FAX ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BUILDING IS FULLY SPRINKLED. A-2.0 PROPOSED PLAN.DOOR/WINDOW SCHEDULES EMAIL:paulebykconatruction.com AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. PROPERTY INFORMATION A-2.1 REFLECTED CEILING PLAN CONTACTS PAUL WOODMANSEE ARCH ARCHITECTURAL LT LIGHT 3. ALL WORK SHALL COMPLY WITH THE 2018 IBC.IFC,IPC,IMC AS AMENDED BY WASH. A.22 DETAILS ARCHITECT AVGILE ASPHALT AVERAGE TILE STATE.PROJECT MAR MARBLE PROJECT SHALL ALSO LL ALSO COMPLY WITH THE COMPLLY W/ JURISDICTIONALO18 CODEEC AND THE AMENDMENTSIBYQTHEDES LOCAL PROPERTY ADDRESS 16612 51ST AVE NE.ARLNGTON.WA 082231TE 108 DEFERRED SUBMITTALS CARLETTI ARCHITECTS.P.S. MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS d BUILDING CODE 2021 IBC/2021 IFC -MECHANICAL PERMIT/DRAWINGS 116 E FIR ST.SUITE A BFF BOTTOM FINISH FLOOR MFR MANUFACTURE INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT VALID CITY -ELECTRICAL PERMIT/DRAWINGS CARLETTI ARCHITECTS P.S. MOUNT VERNON,WA.98273 BLKG BLOCKING MATL MATERIAL OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. ENERGY CODE 2021 WASHINGTON STATE WSEC -FIRE PROTECTIONS SYSTEM-FIRE SPRINKLERS mdilimam plemYg,IRdlbr design PHONE: (360)424-0594 BR BRICK MAX MAXIMUM 4 ERRORS.OMISSIONS.AND DISCREPANCIES.IF ANY.SHALL BE REFERRED FIRE SPRINKLERS YES -FIRE PROTECTIONS SYSTEM-FIRE ALARM 8 DETECTION SYSTEM . -SIGNAGE PERMITS FAX (3801 424-5728 BOB BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. FIRE ALARM YES 116 EAST FIR STREET EMAIL.quientin0carlettlarchitectecom MTL METAL 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY -LIGHTING PLAN AND NREC SUITE A CONTACTS: QUIENTIN SUTTER MIN MULLION OTHERS PROVIDE ALL B CK-OU EQUIPMENT.BLOCKING. FIXTURES.BACKING AND TSJACKS REQUIRED FOR AND ZONING C.COMMERCIAL SPPER IECBC HA ERINSPEC 17 PROVIDE INSPECTIONSREQUIRED MOUNT VERNON, WA. 98273 CPT CARPET SIZE CONTRACTOR CLG CEILING LOCATION SITE SF/ACRES 2038 ACRES SPECIAL INSPECTIONS- Phone: 360 424-0394 BYK CONSTRUCTION CEM CEMENT EARTHWORK AND COMPACTION 702A METCALF NAT NATURAL 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.EXCEPT y Fax: 360 424-5726 IL CENTER LINE UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. PARCEL 11' STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING SEDRO-WOOLLEY.WA 08284 NOM NOMINAL EPDXY AND DOWLED ANCHORS AND REPAR PHONE: 1360I 755-3101 C TO C CENTER TO CENTER NA NOT APPLICABLE 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED T0: PARCEL: 51052800100900 STEEL REINFORCEMENT CT CERAMIC TILE SEWER,SEPTIC.WATER.GAS,POWER,AND TELEPHONE. CAP.MARK AND PROTECT. CONCRETE FAX NIC NOT IN SCALE CONTRACT TWN./ RNG./ SEC. CW CLOSET NTS NOT TO SCALE 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATION STRUCTURAL OBSERVATION EMAIL.paullbykconWOOD on.com CW COLD WATER SECTION 28 TOWNSHIP 31 RANGE 05 QUARTER NE SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES 10555 CONTACTS: PAUL WOODMANSEE CONC CONCRETE NO.f NUMBER MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS E CONDITIONS AND SUCH LOT COVERAGE/ OPEN SPACES AIR BARRIER TESTING REGI TEREO COL COLUMN MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. AR HITECi MECHANICAL ENGINEER CMU CONCRETE MASONRY UNIT OC ON CENTER 0 PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING OD OUTSIDE DIMENSION AUTHORITIES.AT RATED PARTITIONS.FLOORS.CEILINGS.AND ROOF EXISTING SITE CONDITIONS NO CHANGES TO SITE FOR OCCUPANT LOAD/ EXIT REQUIREMENTS CONST CONSTRUCTION 0/ OVER LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE TENANT IMPROVEMENT CONT CONTINUOUS CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. ROOM AREA OCC OCC N UL SUTTER OVHD OVERHEAD BUILDING CODE DATA EXITS REQ'D COORD COORDINATE NAME FACTO LOAD STATE Of WASHINGTON PHONE. - 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES.INCLUDING EX-OCCUPANCY IR-21-RESIDENTIAL-APARTMENT HOUSES FAX COR CORRIDOR: - PNT PAINT DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS.TO VERIFY _r EMAIL: - CFM CUBIC FEET PER MINUTE SIZE.WEIGHT.POWER,LOCATION AND OTHER REQUIREMENTS AND LOCATION GROUND FLOOR 6-6-25PTO PAINTED OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. IS-21_ENCLOSED PARKING GARAGE ENTRANCE/WAITING 100 182 150 2 121 EXIT PROVIDED IOKI CONTACT: - PL PLASTER,PLATE IA-3I-GYMNASIUM WITHOUT SPECTATOR SEATING DTL DETAIL 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED OPEN STATIONS 101 492 150 4 121 EXITS PROVIDED IOKI P LAM PLASTIC LAMINATE RESTROOM 102 61 0 0 11I EXIT PROVIDED IOK TENANT IMPROVEMENT FOR: ELECTRICAL ENGINEER DIM DIAMETER PLYWD PLYWOOD FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE IBI-SALON W/OPEN 6 PRIVATE STUDIOS 6 BREAK ROOM _ DIM DIMENSION PT POST-TENSIONED CONCRETE OF OCCUPANCY. NO EXCEPTIONS. TI-OCCUPANCY BREAKROOM 103 154 150 2 I71 EXIT PROVIDED IOKI BYK CONSTRUCTION DO DITTO PRESSURE-TREATED WOOD 12. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING.MECH..ELEC..FIRE SPRINKLER. 11,155 SOFT OF TI WORKI STORAGE 104 45 500 1 111 EXIT PROVIDED IOKI 51ST URBAN VILLAGE DR DOOR FIRE ALARM SYSTEMS 6 SIGNAGE. PRIVATE STUDIO 105 108 150 2 1 EXIT PROVIDED OK CONSTRUCTION TYPE LV-ALO FULLY SPRINKLED. ARLINGTON. WA PHONE. ON DOWN QT QUARRY TILE 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. IR-21 MOST RESTRICTIVE ALLOWABLE 141 STORY 36.000 SF AND 70'-0'TALL. PRIVATE STUDIO 108 115 150 2 1 EXIT PROVIDED OK FAX: D.S. DOWNSPOUT PER 40646 PARKING GARAGES TO BE SEPARATED FROM OTHER USES 508 TOTAL TI AREA 1.155 - 13 121 EXITS PROVIDED IOKI EMAIL: - DWG DRAWING RL RAIN LEADER 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. 1-HOUR SEPARATION BETWEEN R-21 AND IS-2) BUILDING 6 - SUITE TI OF DRINKING FOUNTAIN REF REFRIGERATOR. PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH 1-HOUR SEPARATION BETWEEN IA/BI AND IS-2I CONTACT: - REFERENCE FORM THE STRUCTURAL SUPPORT OF BALCONIES.DECKS.OR PORCHES EA EACH REINF REINFORCING BAR ETC.WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. GROUND FLOOR 17.365.5 S.F. MIX S-2 AND IB/AI REV REVISION 15. SLOPE ALL DECKS.PATIOS.AND WALKWAYS AWAY FROM BUILDING FIRST FLOOR 15.7793 S.F.ALL R-2 PLUMBING CALCULATIONS CONTACT: ELEC ELECTRICAL SECOND FLOOR 15.7793 S.F.ALL R-2 R RISER.RADIUS MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. THIRD FLOOR 15.7793 S.F.ALL R-2 PAUL WOODMANSEE ELEV.EL ELEVATION ACCORDING TO 202118C 2902.2 EXCEPTION 2 SEPARATE FACILITIES SHALL NOT BE RM.RMS ROOM.ROOMS EQ EQUAL RO ROUGH OPENING 18. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED TOTAL SF 64,703.4 S.F. NO STORY EXCEEDS 36.000 S.F. REQUIRED IN STRUCTURES OR TENANT SPACES WITH A TOTAL OCCUPANT LOAD.INCLUDING IEI EXIST EXISTING TO PREVENT CRACKING.SAW CUT ALL SLABS AS REQ'D BOTH EMPLOYEES AND CUSTOMERS.OF 15 OR FEWER EXT EXTERIOR 17. PROVIDE FIREBLOCKING.DRAFTSTOPS,AND FIRESTOPS IN ATTICS.FLOORS. TENANT IMPROVEMENT IS'B'OCCUPANCY SO COMPLIES WITH EXISTING SCHED SCHEDULE AND WALL CAVITIES AS REQUIRED PER THE IBC. BUILDING CODE DATA SEC SECTION 18. ROOF DRAINS. AN ES OVERFLOW RE DRAINS SHALL IBCCOMPLY W/THE IPC 6 IBC. TOTAL AREA OF WORK FOR TENANT IMPROVEMENT 1.155 SQ.FT. DRINKING FOUNTAINS FO FACE OF,FINISH OPENING SHT SHEET AND WALLFRP FIBERGLASS REINF POLYESTERSV SHEET VINYL RATED ASSEMBLIES FIN FINISH Sc SOLID CORE 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. III DRINKING FOUNTAIN REQUIRED FOR OVER 30 TO A MAX OF 150 OCCUPANTS AND FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF TABLE 601 RATING REQ'D FOR BUILDING ELEMENTS THEN ONE REQUIRED FOR EACH ADDITIONAL 500 OCCUPANTS. PANEL SF SQUARE FEET SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF 13 OCCUPANTS TOTAL. IOI REQUIRED. CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. BUILDING ELEMENT TYPE V-A FD FIRE DAMPER S 6 V STAIN 6 VARNISH 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS. Fit FIRE EXTINGUISHER SV SHEET VINYL METHODS.TECHNIQUES.SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. PRIMARY STRUCTURAL FRAME 1-HOUR FF FACTORY FINISH STRWY STAIRWAY BEARING WALLS EXTERIOR 1-HOUR FF FINISH FLOOR STL STEEL 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL INTERIOR STOR STORAGE CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'SNON-BEARING WALLS -HOU FRT FIRE RETARDANT TREATED CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: PARTITIONS STRUCT STRUCTURAL FLASH FLASHING 111 SET OF SHOP DRAWINGS.PRODUCT LITERATURE.EQUIPMENT WARRANTEE MANUALS. FLOOR ASSEMBLY 1-HOUR S SUSPENDED TENANT SEPARATION WALLS 1-HOUR 20-411.7 FLR FLOOR THREHRE SH THRESHOLD 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING.UNLESS NOTED OTHERWISE REQUIRED FA FLUID-APPLIED FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS.FINISHES.AND FIXTURES THE FND FOUNDATION T.O. TOP OF CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE FDIC FURNISHED BY OWNER. T TREAD.THICKNESS INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. INSTALLED BY CONTRACTOR TEMPERED 23. WHERE EXISTING WORK IS DAMAGED.CUT.OR DEFACED DUE TO PERFORMANCE REVISIONS: FOIO FURNISHED BY OWNER. TS TUBE STEEL OF NEW WORK.THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING INSTALLED BY OWNER TYP TYPICAL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL 6-6-25 PERMIT SET FCIC FURNISHED BY CONTRACTOR. UNFIN UNFINISHED BREAK LINES SUCH AS CORNERS.CEILING LINES.TOP OF BASE OR SIMILAR. INSTALLED BY CONTRACTOR 24 THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT UNO UNLESS NOTED OTHERWISE AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE SYMBOLS GA GAUGE UR URINAL ARCHITECT AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF GALV GALVANIZED VCT VINYL COMPOSITION TILE THE ARCHITECT. GAP GENERATOR ALARM PANEL VERT VERTICAL NORTH ARROW GL GLASS VIN VINYL GWB GYPSUM WALLBOARD VR VAPOR RETARDER � VTO VENT TO OUTSIDE T 10 1 U GRID LINE HC HANDICAP WC WATER CLOSET HOWE HARDWARE WP WATERPROOFING r ;�� EXISTING TI NO WORK HP HEAT PUMP WS WHEEL STOP - -- - - - - - - - - - - - - - - - - - - - M BUILDING SECTION HT HEIGHT W WIDTH •4. HM HOLLOW METAL WOO WINDOW HOR HORIZONTAL W/ WITH EXISTING MAIN FLOOR PARKING NO WORK HB HOSE BIB WD WOOD M WALL SECTION HW HOT WATER WI WROUGHT IRON '40 HWT HOT WATER TANK WRGB WATER RESISTANT SHEET TITLE: HMD HOLLOW METAL DOOR GYPSUM BOARD t' '� / s DETAIL HMF HOLLOW METAL FRAME ZINC. ZINCALUME VICINITY MAP B COVERSHEET e.o dk PROPERTY CORNER ID INSIDE DIMENSION = '""` TOTEM PAR. ,�w„na^s0 INTERSECTION INSUL INSULATION 0 ,t INT INTERIOR ti TOP OF SUBFLOOR �^� EL.10'-10 1/2' ELEVATION MARK SITE LOCATION -Z• „ . Ge e e ��,e 25.00'(NEW) SPOT ELEVATION E seam e 1 A OF WORK 23.72'IEXIST1 -© f --- -- - -------- p s v: s,lew ---- 1 C ROOM-NAME Qo��^ovvara..^ .mans.ew..�.�9 - - - - - 77- - - -7- I - - - 7-7- - - -�lot ROOM NAME/NUMBER In'u51On sua.����TM1P ~ ~ 0 a Q qD O1 DOOR MARK „ a„ I- - - - - - - - - - - - � - - - - - - - - - M WINDOW MARK - - QUIENTIN SUTTER v I PROJECT ARCHITECT IT FLOOR MATERIAL ^^^Q s I - ISAIAH CORP z ADJACENCY a I DRAWN BY: 3 0 ALIT ALIGNMENT OF ITEM QUIENTIN SUTTER CHECKED BY G : M°arvV° _ poi rr°a°�.ne.e REVISION MARK L_ I I MAR. 24, 2025 C:: 1 11 10 I 8 8 7 6 5 4 9.7 9 2 1 DATE wese,Peeoi. mem 1 i 1 t ... e 0 ------------------ 20-411.7.DWG INTERIOR ELEVATION a a.�.r�. 2 -70 4 MARKS OVERALL PLAN COMPUTER FILE NAME cr«a„nQ Qti: s�. 9 SCALE 1/16' = 1'-0' A � 0 . 0 COPYRIGHT 2025 CARLETTI ARCHITECTS.P.S. ACCESSORY MOUNTING SCHEDULEALL DIMENSIONS ARE FROM FINISHED SURFACE GENERIC NOTES FOR W.C. COMPARTMENTS A117. TOILET PAPER TOWEL DROP IN LAVATORY WALL HUNG TOILET PAPER SANITARY NAPKIN 36"GRAB BAR 42'GRAB BAR 30"z 48"MIRROR VERTICAL GRAB URINAL PER ICC 1-2000 � DISPENSER NOTE: LAVATORY 0 PROTRUDING BJECT FAUCET DISPENSER DISPOSAL BAR 1- MIN.SIZE OF STALL 60'WIDE PERP.TO SIDEWALL 56'DEEP FOR WALL HUNG WC 8 59,DEEP FOR FLR-MTD. O 1.WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES WITHIN 1-1/2'BELOW OR 2.PROVIDE TOE CLEARANCES®FRONT PORTION AND MIN.III SIDE 0'A.F.F.HIGH EXTENDING MIN.8'BEYOND PARTITION-TOE AND SINKS SHALL BE INSULATED OR OTHERWISE SIDE OF GRAB BAR AND 39"-41" LUSH VALVE 2'-6' CLEARANCE SHALL BE PERMITTED TO EXTEND MAX.25'UNDER AN ELEMENT.TOE CLEARANCE SHALL EXTEND 1T MIN. CONFIGURED 70 PROTECT AGAINST CONTACT. NOTE:WALL MTD. 12'ABOVE GRAB BAR-. 54'MIN- 13'/:min BENEATH ELEMENT WHEN T.C.IS REO'D.AS PART OF A CLEAR FLOOR SPACE.TOE CLEARANCE SHALL BE A MIN.OF 90'WIDE. 2.USE SHALLOW DEPTH SINK BOWLS FOR KNEE SOAP DISPENSER 36'MIN. w - 5.IN MULTIPLE STALL RESTROOMS OF(6)SIX OR MORE PROVIDE MIN.11)AMBULATORY STALL W/MIN.56'WIDE BY 60'DEEP ENSURE FLUSH VALVE CLEARANCE TO MEET REACH 12' 42'MIN- w0 p FACE E FLU-SIDE'OF MAX 1'-5' LL COMPARTMENT. INSTALL SIDE-WALL GRAB BARS EA.SIDE OF COMPARTMENT. ROOM REQUIREMENTS ON M.N A c7¢ © I 4 STALL DOOR TO BE HINGED MAX 4'FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WC 2'-O' THIS SHEET. T-g Fl. w N 5 STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON EA.SIDE OF STALL DOOR. MOUNT.PULL MIN.34' MIN V FOR KNEE w _ x I MAX.48'A.F.F. PULL SHALL NOT REQUIRE TIGHT GRASPING.PINCHING.OR TWISTING OF THE WRIST TO OPERATE. SPACE 2T A.F.P. IN e''OR >_ KNEE SPACE• z c� z x p� v 176maz 6 PROVIDE MIN.42'CLEAR IN FRONT OF STALL DOOR d MIN 11'FOR KNEE ) _ 30 7 PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX.48'A.F.F. < 2T AF.F. < p w ou5 SPACE•0'0.F.F. N � N CARLETTI ARCHITECTS P.S. 0°J $ MIN tt'FOR KNee v� ` p' m¢ SIOE FRONT R W Y106brdedgn O w MAX F TOE SPACE BEYOND .o p w aN81w* r p SPACE 0'A.F.F. KNEE START OF CLEAR FLOOR SPACE 8 MAX 6-Toe SPACe 8 PROVIDE A 30'WIDE AND 48'DEEP CLEAR GENERIC NOTES FOR ONE W.C. TOILET RM. n6 EAST FIR STREET TOILET SEAT COVER DISPENSER MOUNT NOTE CLEAR FLOOR SPACE PROJECTION 11 BEYOND KNEE 11 2'BELOW GRAB BAR.OUTLET TO Be 15' FLOOR SPACE AT URINAL. 98'WIDE CLEAR PER ICC A1171-2000 MEASURED 1T MAX IN FROM FRONT SPACE A.F.F.EITHER LOCATION IS ACCEPTABLE FLOOR SPACE WHEN SIDE WALLS BOTH 1.UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. SUITE A LEADING EDGE OF SINK COUNTER EXCEEDED 24'FROM WALL 2.OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. MOUNT VERNON. WA. 98273 TYPICAL R E S T R 0 0 M 3 DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM.AND MAY BE USED IN CONJUNCTION WITH OTHERS AS SHOWN. 4.EXPOSED DRAIN PIPES AND ALL WATER PIPES SHALL BE RECESSED.INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. Phone: (360) 424-0394 7'-10' 5.GRAB BARS SHALL BE 1 1/4'TO 1 1/2'OUTSIDE DIA.AND SHALL BE ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT I 1 60'DEEP CLEAR 4'-0'--48'DEEP CLEAR FLOOR 54'CLEAR FLOOR �i * PERMANENT DEFLECTION.NO PROTRUDING OBJECTS 1-1/2'BELOW OR SIDE OF GRAB BARS AND 12'ABOVE Fax: 360 424-5726 48'DEEP CLEAR FLOOR SPACE SPACe ON PUSH SIDE WIDTH ON PUSH 7-T 80'DEEP CLEAR FLOOR SPACE 5'•O' 3'•6' [F BOTH CL08ER AND SIDE tF CLOSER * 6.PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSESONLY.REFER TO ACTUAL PLANS.INTERIOR FLOOR SPACE _ LATCH ARE PROVIDED PROVIDED 80'TURNING RADIUS ELEVATIONS.$PEC[FICATIONS.ECT FOR SPECIFIC FIXTURES AND ACCESSORIES FOR THIS PROJECT 5'-0' 4'-O' 60'TURNING RADIUS /�- 7.ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL COMPLY W/CHAPTER 11 AMENDED OF THE 0 + 42'DEEP CLEAR 4''- 4'6. /�6,0 6'O• LINE OF 2018 IBC.ICC A1177-2000. 10558 FLOOR SPACE 8.ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS: REGI TEREO �- ---, r I I 4-0 9-8 / \ LINE OF / 60'X 66'CLEAR TP DISP. IF LOCATED ABOVE GRAB BAR SHALL BE LOCATED WITHIN AN AREA AR HITECT I I I 2'CLEAR FLOOR -- _ 48'CLEAR FLOOR -- 80'X 58'CLEAR --- Of FLOOR SPACE 24'MIN.AND 96'MAX.FROM REAR WALL.WHERE DISPENSER IS LOCATED BELOW Iy I I I I WIDTH ON PUSH F I1 WIDTH ON PUSH - ;A FLOOR SPACE 1 ;.I I SIDe 48'DEE I I I SIDt IF CLOSER z h z \ THE GRAB BAR.THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN I I I PROVIDED \ II II < a0 AN AREA 24'MIN.AND 42'MAX.FROM THE REAR WALL THE OUTLET OF THE I CLEAR I I I I 30'X 48'CLEAR 30'X 48'CLEAR DISPENSER SHALL BE LOCATED 18'MIN.AND 48'MAX.A.F.F DISPENSER SHALL 0 FLOOR I f 42'DEEP CLEAR I o - FLOOR SPACE COMPLY WITH SECTION 800.9.DISPENSERS SHALL NOT BE OF A TYPE THAT IN P ULSUTTEN -J I IJ SPACE I t I I FLOOR SPACE io ---� FLOOR SPACE ;p '9 LOCATED MIN 1T n \ o I LOCATED MIN 17' CONTROL DELIVERY.OR DO NOT ALLOW CONTINUOUS PAPER FLOW. STATE OF WASHINGTON L- �� --- I o o I I II FROM FRONT EDGE :�+ I FROM FRONT EDGE ALLOW MIN 1-1/2'BETWEEN GB AND DISP MNT SOAP DISPENSER IF MIN.CLEAR 12'CLEAR FLOOR WIDTH I • MAX.40'A.F.F- BTM.EDGE OF MIRROR MAX.40'A.F-F. _ WIDTH C PULL ON PUSH SIDE IF BOTH // 12'CLEAR FLOOR OF WALL HUNG OF COUNTER !6'MIN.CLEAN--- WIDTH ON PUSH SIDE LL_ IJ FIXTURE 0.PROVIDE ADA SIGNAGE PER IBC 2019 AND ICC A117.1-2000. 6-6-25 SIDE CLOSER AND LATCH AR[ WIDTH ON PULL IF BOTH CLOSER AND 24'M[N.CLEAR N 24'CLEAR FLOOR 1'-6 2'-6' 1'-8 2'-6' P-LAM 10.SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. PROVIDED SIDE.42'MIN IF LATCH ARE PROVIDED WIDTH ON PULL SPACE ON PUSH 36'MIN WALL HUNG FIXTURE 36-MIN COUNTER/ 11.PROVIDE OPEN ENDED TOILET SEATS PER IPC 400.2.9. 54'DEEP FLOOR SIDE SIDE 5'-0' WALL SHE W/ 5•-p• BACKSPLASH 12-TO.WC.SEAT MINlT/MAX.IW A.F.F.SEAT SHALL NOT RETURN AUTOMATICALLY. SPACE PROVIDED n MIN. PLAN PURSE HOOK 36' 13. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. TENANT IMPROVEMENT FOR: MAX A.F.F. / 1 MIN. PLAN 14- MAX.DEPTH OF LAY.BOWL TO BE 6-1/2'DEEP. HAND OPERATED FAUCETS, F R RD PPR H HI G APPR ACH LATCH APPRO CH •DROP WALL HUNG SINK 0 DROP IN SINK BYK CONSTRUCTION SELF-CLOSING SHALL REMAIN ON FOR MIN.10 SECONDS. DOOR CLEARANCES 15 FRONT OF LAY TO BE MAX 34'A F F MEASURED TO RIM OF SINK 51ST URBAN VILLAGE Nore: SCALE: 1/4'4-0' 1.USE SHALLOW DEPTH SINK BOWLS FQR KNEE CLEARANCE.AND GENERIC URINAL NOTES: DRINKING FOUNTAINS ARLINGTON. WA (4' TERLINE OF LOW OF NOT[: 2.WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE BE MIN.15'FROM NOTE:SPOUT OUTLETS OF PERMANENT SIGNAGE TO BE INSTALLED INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. PER ICC A117.1-2000 PER ICC A11713000$EC6024 TICAL SURFACE FOUNTAINS FOR STANDING ADJACENT TO THE LATCH SIDE OF THE PERSONS SHALL B[38' DOOR. MOUNTING LOCATION MUST ALLOW CORRESPONDING T-0' 1.A CLEAR SPACE OF 30 tNCES WIDE BY 48'IN DEPTH 1-ALLOW FOR FORWARD APPROACH DE BE PROVID DEPTH BUILDING 6 - SUITE TI MAX 5'FROM FRONT MINIMUM AND 49'MAXIMUM A PERSON TO APPROACH WITHOUT BRAILLE 7''7' TO ALLOW FOR FORWARD APPROACH TO BE PROVIDED. DING EDGE ABOVE FINISH FLOOR ENCOUNTERING PROTRUDING OBJECTS OR 2.PROVIDE KNEE AND TOE CLEARANCES MIN. 2T A.F.F. STANDING WITHIN THE SWING PATH OF O FICE d 60'TURNING RADIUS2.URINAL SHIELDS NOT TO EXTEND W/TOE CLR.OF MIN.0'FOR A DEPTH OF 25' THEDOOR FRONT EDGE OF THE URINAL RIMFARTHER THAN THE15'S' 60'TURNING RADIUS - 3.SPOUT OUTLET TO BE MAX.98'AFF.FOR WHEELCHAIR CONTACT: MINwARR SPOUT 3. URINAL SHALL BE WALL HUNG W/AN ACCESSIBLE FOUNTAINS.SPOUT OUTLET TO BE MIN., �- PERMANENT /06• /i6C \ LINE OF ELONGATED RIM AT A MAX 17'A.F.F. PAUL WOODMANSEE LMTT[RS AND NUMERALS SHALL BE RAISED , 38'AFF AND 43'MAX.A FF.FOR STANDING PERSON ISIGNAGE 'O•- LINE OF 60'X 56'CLEAR1/92'.UPPER CASe.SANS SeRIF TYPE AND �- - 80'X 56'CLEAR L-- - FLOOR SPACE 4 FLUSH CONTROLS SHALL BE MTD.MAX. LOCATE SPOUT MIN.15'FROM VERTICAL SUPPORT AND ISHALL BE ACCOMPANIED WITH BRAILLE, r f- 44-A F F-HAND OPERATED OR AUTOMATIC 5'MAX FROM THE FRONT EDGE OF DRINKING 1 m FLOOR SPACEI FOUNTAIN INCLUDING EDGE OF DRINKING FOUNTAIN J in - RAISED CHARACTERS SHALL BE AT LEAST IT _5/V HIGH,BUT NO HIGHER THAN 2' z \ n i m5.FLUSH VALVES SHALL HAVE A LEVER WHICH WILLPERMIT OPERATION BY WRIST OR ARM PRESSURE. INCLUDING THE BUMPERS.WHERE ONLY A PARALLEL IDE A 30'WIDE AND \ 30'X 48'CLEAR \ 30'X 48'CLEAR APPROACH IS PROVIDED.SPOUT SHALL BE 3-1/2'MADEEP CLEAR FLOOR g•11• PERMANENT SIGN: \ FLOOR SPACE 6.[F WALL$OR PARTITIONS ON BOTH SIDES OF URINAL CE AT WHEELCHAIR :o / FLOOR SPACE Io _ FROM FRONT EDGE DRINKING FOUNTAIN INCLUDING -I' 11'MIN KNEE m L[reRARY BRAILLe STANDARD DIMENSIONS n I LOCATED MIN iT iD o I LOCATED MIN 17' EXTEND MORE THAN 24'FROM WALL A CLEAR FLOOR BUMPERSALCOVKING FOUNTAIN. 90' CLEARANCE W/ -a' DOT DIAMETER .050 IN. II I SPACE OF 38'WIDE SHALL BE PROVIDED BETWEENED ON CENTER LINE MAX.6'TOE INTER-DOT SPACING .000 IN. FROM FRONT EDGE FROM FRONT EDGE 4.OPERABLE PARTS SHALL COMPLY WITH STANDING . OF LOW FOUNTAIN CLEARANCE HORIZONTAL SEPARATION BETWEEN CELLS .241 IN. OF WALL HUNG OF COUNTER WALLS/PARTITION SECTION 300 VERTICAL SEPARATION BETWEEN CELLS .305 IN. FIXTURE P-LAM 7. ONLY ONE URINAL TO BE ACCESSIBLE- OTHER PLAN ELEVATION 1'-6 2'-6' 1'•6 2'6' WALL HUNG FIXTURE COUNTER/ URINAL RIMS TO BE SET AT 24'A.F.F.PER RCW 10.27. BRAILLt SHALL BE 48'MIN AND 60'MAX ABOVE 36'MIN 96'MIN DRINKING FOUNTAIN ADA SIGNAGE FLOOR MEASURED TO THE BASELINE OF THE 5'-0' WALL SHELVE W/ s-o SCALE: 1/4'•l'-O' BRAILLE CELLS 2 MIN. PLAN PURSE MAX A.F FOK 36' 1 8 PER RCW M A 40FIX ALL FIXTURES LL HAVE 15' MIN. PLAN CLEAR FROM ANY FIXTURE TO SIDEWA . 0 DROP WALL HUNG SINK 0 DROP IN SINK GENERIC NOTES FOR TRANSFER SHOWER STALLS TYP. REACH RANGES PER ICC A117.1 PER ICC A1171-2000 20-411.7 UNOBSTRUCTED FORWARD OBSTRUCTED HIGH UNOBSTRUCTED OBSTRUCTED SIDE 1. MIN.SIZE OF STALL 36'X 96'W/36'WIDE BY 48'DEEP CLEAR FLOOR IN FRONT OF STALL. REACH FORWARD REACH SIDE REACH HIGH REACH 2 PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THE BACK WALLTO A POINT Is, FROM THE CONTROL WALL. 3.PROVIDE SWING UP SEAT WHICH FASTENS TO WALL- SEAT TO SUPPORT MIN.250#LIVE LOAD. 20 max >20-25 max 101 (b) 4 MNT CONTROLS ON THE SDI!WALL OPP THE SEAT 38'MIN.AND 48'MAX THE SHOWER FLOOR. REVISIONS: llo 51-1 5 MAX THRESHOLD FOR SHOWER LIP TO BE V RECESS STALL INTO CONIC SLAB PER MANFS TABLE 603.6 MAXIMUM REACH DEPTH AND HIEGHT 6.PROVIDE SHOWER SPRAY UNIT W/HOSE MIN.50'LONG. CONTROLS FOR HEAD TO BE WITHIN 15' 6-6-25 PERMIT SET LEFT OR RIGHT OF THE CENTERLINE OF THE SEAT. IN:1A. _ MAX REACH S INCH 2 INCHES 5 INCHES 6 INCHES 0 INCHES 11 INCHES 7.GRAB BARS TO BE 149 DIA.W/MIN.1-$CLEAR BETWEEN GB.AND WALL- DEPTH 8 INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. „ E$ E <oMA.REACH 48 INCHES 46 INCHES 42 INCHES 40 INCHES 96 INCHES 94 INCHES GENERIC NOTES FOR CASEWORK/ EQUIPMENT 1- 1F COMBO REFRIGERATOR/FREEZER IS USED 50%OF FREEZER SHELVES TO BE MAX 54'A.F.F.PER ICC A1171.2009 80456 (e) (b) 10 max >10-24 max z55 z55 25se10 2. CONTROLS ON RANGE/OVEN TO BE PLACED SO THERE IS NO REACHING OVER/ACROSS BURNERS PER ICC A117.1-2009 TYP. KITCHEN DETAILS PER ICC A117.1 SCALE 1/4.4-0' 804544 CASEWORK SECTION/ WORK SPACE @ COUNTER @ SINKS COUNTER @ 34' COUNTER @ 36" 5. MAINTAIN 60'TURNING RADIUS BETWEEN KITCHEN COUNTER TOPS TO ALLOW FOR ALL TYPES OF APPROACHES TO STORAGE RANGES APPLIANCES 4 WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO F DEEP SINK VERIFY 8' PROTECT AGAINST CONTACT 171 ADJUSTABLE SHELVE. RANGE MIN KNEE CLEARANCE @2T OPERABLE PART 46'MAX AF.F. COUNTERS AT 36'A.F.F. 5 USE SHALLOW DEPTH SINK BOWLS FOR KNEE CLEARANCE 4'HIGH ADA WORK SHALL HAVE NO OPERABLE I1)UPPER SHELVE AT 48'MAX A.F.F. (NOTE 44'MAX•FORWARD SURFACE ADJACENT 3'-0' APPROACHI PARTS ON WALLISWITCHES. OPERABLE PART 46'MAX A.F.F.INOTE TO RANGE ALL COUNTERS W/ OUTLETS.DATA ETC. 6.SEE IBC FOR EMPLOYEE WORK AREA EXCEPTIONS. NOTE BREAK ROOMS.RESTROOMS.CONFERENCE ROOMS AND CORRIDORS 4W MAX•FORWARD APPROACHI SINKS 70 BE AT IJABOVE OPERABLE PARTS ARE DO NOT MEET INTENT OF EMPLOYEE WORK AREA SHEET TITLE: IF OPERABLE PARTS ARE ABOVE 9'O 34'MAX RETORT COUNTER MAX 2'-0• COUNTER MAX HEIGHT OF COUNTER A7 BEIGHT OF COUNTER AT - 7.PER SECTION 606.2 EXCEPTION#1 OF ICC A117.1-2000 IF NO COOK TOP OR RANGE IS PROVIDED A PARALLEL APPROACH TO 5w WITH MAX DEPTH OF 2W TO WALL IF NO RANGE OR _ 4'WITH MAX DEPTH OP SINK IS ACCEPTABLE COOK TOP PROVIDED 4'TO WALL PROPOSED FIRST FLOOR PLAN 50%OF OF LINER SHELVING STORAGE ro ioMUST BE WITHIN REACH RANGE. MIN. o A PARALLEL o o ______ 8 50%OF STORAGE SHALL BE ACCESSIBLE VERIFY CABINET LENGTHS OF BOTH UPPERS AND LOWERS IF UPPER CABINETS IT A.F.F.AND MAX 4W A.F.F. X o iV APPROACH AT SINK iV ARE OUT OF 48'A F F REACH RANGE THAN THE LINEAR FEET OF UPPERS MUST NOT EXCEED LINEAR FEET OF USABLE DOOR SCHEDULE [S ACCEPTABLE TOE KICK ------ ------- LOWER CABINETS. 90'WIDE CLEAR FLOOR SPACE TO WALL.PROVID P-LAM FINISH ALL 3 SIDES AND VRB AND FLOORING X B B Q � O •X' N FINISHED FLOOR FIRE LIGHT QUIENTIN BUTTER EXTINGUISHER SWITHCH PROJECT ARCHITECT: T-STAT TYP.ABOVE ISAIAH CORP DEVICES DRAWN BY. L ELECTRICAL RECEPTACLES 116.20 AND 50 AMPS)SHALL BE AT QUIENTIN SUTTER LEAST 15'A.F.F. CHECKED BY: 2.SWITCHES AND CONTROLS FOR LIGHTS,APPLIANCES,COOLING HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS MAR. 24, 2025 THAN 3'NOR MORt THAN 4'A.F.F. DATE 9. FIRE ALARM INITIATING DEVICES SHALL BE 48'ABOVE THE 20-411.7.DWG FLOOR.GROUND OR SIDEWALK COMPUTER FILE NAME 4.COAT HOOKS MIN 40'A.F.F.MAX 48'A.F.F. A D' A - � COPYRIGHT 2021 CARLETTI ARCHITECTS.P.S. c------ CARLETTI ARCHITECTS P.S. erdemam Plemft inbwW dad 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360I 424-0394 Fax: 1360) 424-5726 a 10558 REGITERED AR ITECT N P ULSUTTER STATE OF WASHINGTON 6-6-25 TENANT IMPROVEMENT FOR: L BYK CONSTRUCTION 51ST URBAN VILLAGE - - - - - - - - - - - - - - - ARLINGTON. WA BUILDING 6 - SUITE TI CONTACT: LEGEND PAUL WOODMANSEE Ed WDIRECTI BATTENAL RY EMERGBACKUENCY EXIT SIGN HARDWIRE �D COMBINATION EXIT SIGN/EMERGENCY LIGHTING - °X WITH BATTERY BACKUP HARDWARE EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE ❑FE FIRE EXTINGUISHER 2A10BC/SEMI-RECESSED i TRAVEL i DISTANCE 18'-10' EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL<100'-0'PER PRIVATE STUDIO TRAVEL 20-411.7 TABLE 1008.21 IOKI 1 Fl-06-1 DISTANCE 20'-3' ' STORAGE 2 OVERALL EXIT TRAVEL DISTANCE a 250'-0'FOR(B)OCC.WITH i i-------------------------J 104 ' TRAVEL SPRINKLERS PER TABLE 1017.2(OKI 'PRIVATE STUDIO DISTANCE 1T-10' r 3 (7)EXIT REQUIRED PER 10082.11 OCCUPANT LOAD 13- IOKI 105 REVISIONS: BREAKROOM L__J 6-6-25 PERMIT SET 4 EGRESS WIDTH PER OCCUPANT SERVED 13 OCCUPANTS IPER COVER F103 Ir—— SHEETI 1.30I INCHES PER OCCUPANT(PER IBC 1005.5.1 WITH(B) i OCCUPANCIES WITH SPRINKLER SYSTEM 13 X 1.301•3.0 INCHES. WE PROVIDED I2I EXIT DOOR 134.681•102>3.0 � TRAVEL 1 L--J 5 INSTALL EXIT LIGHTS 6 FIRE EXTINGUISHERS SHOWN ON PLAN AND \/ - ' DISTANCE T-11' 1 �� AS DIRECTED BY THE FIRE MARSHALL 6 SEE SHEET A-000 FOR OCCUPANT LOAD TRAVEL FE :w o DISTANCE 22'-0' yam �0 1�� •���TRAVELIO N DISTANCE 22'-0' w o <1 RR 102 i ENTACRNE/ � WAITING OPEN STATIONS m —— 100 1 Fl-01-1SHEET TITLE: I ' SUITE 108 EXIT PLAN I ' --------------------------- 1 I ' 1 I ' 1 ' EXIT Fen ----- \J n - - - - - _ _ ------ I I u II I II QUIENTIN SUTTER 11 10 PROJECT ARCHITECT. ISAIAH CORP DRAWN BY: QUIENTIN SUTTER CHECKED BY: MAR. 24, 2025 DATE 20-411.7.DWG �• SUITE 108 EXIT PLAN COMPUTER FILE NAME - SCALE: 1/4'=1'-0' A � 2 , O COPYRIGHT 2026 CARLETTI ARCHITECTS.P.S. DOOR SCHEDULE NOTES: NO SIZE DOOR LEAF FRAME HARDWARE RATING NOTES 1 CORRIDORRTO UNIT TO/BETSOL D CORE GALL DOORS IN UNITS TO UNITS SHOLLOW COREROM CARLETTI ARCHITECTS P.S. TYPE MAT'L FIN. MAT'L FIN- CLSR PANIC GRP 2 VERIFY ALL RO AND JAMB DEPTHS PRIOR TO ORDERING. wdftmlm plamftlnbwW design 1 3'-0'X 7-0' A WO PNT MTL PNT LEVER HANDLE.KEYED LOCK 3.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED LEVER ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE 2 3'-0'X 7-0' A WD PNT MTL PNT LEVER HANDLE.KEYED LOCK WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 116 EAST FIR STREET 3 3'-0'X T-O' A WD PNT MTL PNT LEVER HANDLE.KEYED LOCK 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS SUITE A AND OF FLOORS SHALL BEGLAZING 4 3'-0'X 7-0' B WD PNT MTL PNT LEVER HANDLE REQUREDIBY18IBC SECTION 2406 ALL SUCH GLA INGYSHALL HAVES MOUNT VERNON, WA. 98273 5 3'-0'X 7-0' A WD PNT MTL PNT LEVER HANDLE.PRIVACY LOCK PERMANENT IDENTIFICATION SAFETY GLAZING STAMP E 1 3'-0'X T-0' EXISTING DOOR 8. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION Phone: RN 424-0394 TO REMAIN BY WRIST OR ARM PRESSURE Fax: 60 424-5726 7.ALL DOORS W/DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY HANDLE INSIDE AND KEY ON THE EXTERIOR MORTISE LOCKS 8.ALL EXTERIOR DOORS TO BE UA 6 OR BETTER DECORATIVE WD T.TEMPERED 0.ALL DOOR/GATE HARDWARE TO BE ADA COMPLIANT.MEET SECTION 1010 OF THE IBC PANELING 10.PNT WD DOORS WHITE TYP. 10558 REGITIERED AR ITECT N P ULSUTTER STATE OF WASHINGTON 6-6-25 T TENANT IMPROVEMENT FOR: A B BYK CONSTRUCTION 51ST URBAN VILLAGE ARLINGTON. WA BUILDING 6 - SUITE TI ADJACENT TENANT SPACE NO WORK CONTACT: PAUL WOODMANSEE RC 0 SEPARATION WALL EXISTING TENANT ADJACENT GARAGE 7'-71f' SEPARATION WALL NO WORK 13'-3K' 1 PRIVATE STUDIO 20-411.7 108 STORAGE TYP.CASEWORK 104 \PRIVATE STUDIO 1 cO r ap 05 HAND WAPROVIDE BLOCKING � W REVISIONS: AS NEEDED SEE SINK 2 BREAKROOML--J6-6-25 PERMIT SET 1SPECIFICATIONS FOR 103MOUNTING L_—J 13,0. - - FLOOR PLAN NOTES: O 2 EXISTING BUILDING 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS COLUMNS.WRAPPED O4 2 CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FE WITH 2 LAYERS GWB- PAINT AS NEEDED 7 5 FRAMING AND ORDERING. IF SQUARE TYPI -2.3 -2.3 lnJ 3. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING- TYP-CASEWORK NOTES- SEE ADA-1 SHEET FOR USE AND _ \ 4. CONTRACTOR TO COORDINATE BUILDING ALARM/SECURITY n o'<� RR SYSTEM W/OWNER PRIOR TO DRYWALL INSTALLATION. -.__ - DEFINITION VERIFY REQUIREMENTS 9 I \ I 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR 9 AS PROGRAM DEFINES -4,3 102 APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. O BUILD IN UTILITY SINK TYP 6- SOUND INSULATE ALL WALLS TYP-THROUGH-OUT- ENTRANCE/ 7. RESTROOM TO HAVE BLUE GWB TYPICAL ALL WALLS AND CEILING. WAITING OPEN STATIONS —— 8.VENT HOT WATER TANK OUTSIDE AS REQUIRED.PROVIDE RELIEF VALVE F,00 101 SHEET TITLE: PAN.AND SEISMIC STRAPPING AS REQUIRED. y' 2-$IY4 T-Q. 0 EXISTING TYPE V-A CONSTRUCTION.ANY MODIFICATIONS TO STRUCTURE BATH ROOM TO BE FULLY ADA SEE ADA-1 ELEMENTS MUST MEET 1-HOUR RATED CONSTRUCTION in SHEET FOR COORDINATION WITH ELEMENTS PROPOSED FIRST FLOOR PLAN AND REQUIRED DIMENSIONS AND CLEARANCES LCASEWORK/COUNTER TOP PENINSULA O ADJACENT MECH. ADJACENT STAIRS DOOR SCHEDULE FLOOR PLAN LEGEND TO BE DEFINED AS NEEDED VERIFY ao SPACE NO WORK NO WORK O W/SHOP DRAWINGS OFE FIRE EXTINGUISHER 2A1OBC/SEMI-RECESSED EXISTING EXTERIOR — INTERIOR)NON STRUCTURAL)WALLS TO BE 2 X_WD FRAMING W/ WINDOWISI AND DOOR SYSTEM SOUND BATT SEE DETAILS 1 d 2 ON SHEET A-2.3 FOR MORE INFORMATION O FED ----- ® III HOUR TENANT SEPARATION WALL TO BE 2 X 6 WD FRAMING W/SOUND BATT EXISTING WALLS r ■ EXISTING POST14'-4VII / -------------- QUIENTIN SUTTER 11 10 PROJECT ARCHITECT. ISAIAH CORP DRAWN BY: QUIENTIN SUTTER CHECKED BY: MAR. 24. 2025 (� PROPOSED TENANT FLOOR PLAN DATE 20-411.7.DWG SCALE: 1/4'=1'-O' COMPUTER FILE NAME A � . 1 COPYRIGHT 2025 CARLETTI ARCHITECTS.P.S. NOTES: LEGEND EARL ETTI ARCHITECTS P.S. 1. LOCATE ALL DIFFUSERS 6 RETURN AIR GRILLES SO AS NOT TO INTERFERE W/LIGHTS. DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE Ewr W/BATTERY BACKUP r .PmA.ind�brda� 2. ALL EXTERIOR LIGHTS TYPICAL(INCLUDING SITE LIGHTING( ----- EAST FIR STREET TO BE ON AN ASTROLOGICAL CLOCK PHOTOCELL SO THEY COME ON ex COMBINATION EXIT SIGN/EMERGENCY LIGHTING i`��� SUITE A AUTOMATIC WHEN IT IS DARK OUT WITH BATTERY BACKUP HARDWARE MOUNT VERNON, WA. 98273 3. ALL PENETRATIONS THROUGH 1-HOUR RATED CLG LID MUST BE SEALED, EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE ` Phone: 1360I 424-0394 PUTTY PACKED AS REQ'D DO MEET BUILDING AIR LEAKAGE TESTING Phone FAN V.T.O.AS REQUIRED PER MECHANICAL DRAWINGS Fax: 360 424-5726 4. SEE ELECTRICAL DWGS FOR ACTUAL LIGHTING LAYOUT. OO PROVIDE SMOKE DAMPERS AS REQ'D WHEN PENETRATING RATED ASSEMBLIES 5. ADD EMERGENCY LIGHTING AS REQ'D BY FIRE MARSHALL. 6. LIGHTING DEFERRED SUBMITTAL. +/- 9'-0' GENERAL CLG HIEGHT COORDINATE W/MECH. DWGS tOSSB REGITEREO AR ITECT 7. PER IBC 1008-3.4 BATTERY BACK UP TO LAST MIN.OF 00 MINUTES AND GWB CEILING PAINTED NOTE AT EXISTING FLOOR TRUSSES HAVE AN AVERAGE FOOT CANDLE OF 1 ALONG ANY POINT OF EGRESS PATH. - CEILING TO BE 1-HOUR RATED. SEE GA-FILE NUMBER FC 5012 8. ATTACHED HAT CHANNEL AND GWB TO B.O.EXISTING TRUSSES TO MAKE A N P UL SUTTER HARD LID STATE OF WASHINGTON 6-6-25 NEW BUILDING FOR: BYK CONSTRUCTION 51ST URBAN VILLAGE �- - - - - - - ARLINGTON. WA BUILDING 6 - SUITE TI CONTACT: PAUL WOODMANSEE ADJACENT TENANT SPACE EXISTING GARAGE NO WORK NO WORK EXISTING METAL CANOPY TYP. " NO WORK PRIVATE-STUDIO:.. 20-411.7 ., .. . . .STORAGE�. IlXujrL;T NUMBER HARD LIp .... .. PRIVATE.STUDIO...':.:. -. ':.0 0' .. . 0 0-LIP .. 0 HAe .HARD L{D:: REVISIONS: ' HARD LID. AKRO 6-6-25 PERMIT SET PAINT ALL ::. .. ..:.' _ BRE103.:OM EXPOSED FINISH GWB CEILING TYP- //�� :.'. ' p �- - - _-.-- - - --- - . . - - - - - - - - - - �J ALL EXISTING EXPOSED FLOOR FRAMING ABOVE TO BE'COVERED'WITH '" ` 6/8'GWB ON MIN 1/2' HAT CHANNEL TAPED TYP. :.:'HARD LIP. -2b AND FINISHED IPTNI .X TYP , : HARD LID, � .....HARD.�LID . . .. ... .. ::.WAITING' "...:..,. .::... '•.OPEN STATIONS' SHEET TITLE: 1-HOUR RATED FLOOR ASSEMBLY " HARD:.LID... (ABOVE( RCP FIRST FLOOR EXISTING MECH EXISTING STAIR " 0 WORK NO WORK DROPPED GWB HARD LID MIN B'-O'MAX 0'-0' VERIFY FRAMING MIN 2X6 G QUIENTIN SUTTER 11 70 PROJECT ARCHITECT. ISAIAH CORP DRAWN BY: QUIENTIN SUTTER CHECKED BY: MAR. 24, 2025 DATE A�N FIRST FLOOR REFLECTED CEILING PLAN 20-411.7.DWG COMPUTER FILE NAME - SCALE: 1/4'=1'-O' A � 22 COPYRIGHT 2026 CARLETTI ARCHITECTS.P.S. CARLETTI ARCHITECTS P.S. edi mam plemYg,inbwW design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360I 424-0394 Fax: 1360) 424-5726 10SB8 REGITEREO AR ITECT NOT USED NOT USED NOT USED NOT USED NOT USED 16 .J N P UL BUTTER STATE OF WASHINGTON 6-6-25 NEW BUILDING FOR: BYK CONSTRUCTION 51ST URBAN VILLAGE ARLINGTON. WA BUILDING 6 - SUITE TI CONTACT: PAUL WOODMANSEE 14 NOT USED 13 NOT USED 12 NOT USED 11 NOT USED 10 NOT USED NOTE:GWB OF 1-HOUR CLG TO RUN OVER NOTE:GWB OF 1-HOUR CLG TO RUN OVER 20-411.7 GWB/HAT CHANNEL AND CAULKED/SEALED GWB/HAT CHANNEL AND CAULKED/SEALEDVERTICAL 0 GA HANGER SPACED TO WALL TOP PLATE ADD GATT INSULATION IN JOIST SPACE TO WALL TOP PLATE 4'-0'O.C.ALONG MAIN RUNNER TO VER TENANT IMPROVEMENT STRUCTURE ABOVE. VERTICAL STRUT EXISTING PRE-FAB •12'-0'0 C WD TRUSS COMPRESSION STRUT 0 12'-0'O.C. REVISIONS: 141 12 GA WIRES SECURED TO MAIN 6-6-25 PERMIT SET SEE WALL TYPES RUNNER. 12 GA.SWAY SUPPORT SPLAY OOD FROM EA OTHER.N-T-E- WIRES 0 12'-0'0C \ 45 FROM CLG PLANE- HORIZONTAL ADD CLG TYPE'X' RESTRAINT POINTS SHALL BE PLACED 0 GA.SUSPENSION WIRE GWB OVER 1/2' 12'-0'O.C. IN BOTH DIRECTIONS.W/ 0 4.0'OL. HAT CHANNEL TO THE FIRST POINT WITHIN 4'-0'FROM EXIST.TRUSSES 45 EA WALL. SECURE TO STRUCTURE COLD ROLLED CHANNEL TO FOR M1 HOUR MAX ABOVE. 0 4-0'O.C- ..........„..:.,...;: -::..,..... RATED LID ! 16 GA.TIE WIRE RAMSET ANCHOR 0 24'0-C. 1 1/2'COLD ROLLED CHANNEL OR A.B.PER STRUCT. 0 4'-0'0 C. PNT.TYP. AT WOOD FRAMING ATTACH PER STRUCTURAL 7/8'HAT CHANNEL CAULK/SEAL CLG GWB TO 0 2'-0'O.C. "'_5/8'GWB WD TOP PLATE. CRITICAL .,__BASE 6 FINISH AT WALLS W/HAT CHANNEL PER SCHEDULE 2X6 WD STUD WALL WITH _\ SOUND BATT INSULATION ' GWB HAT CHANNEL SECTION �5/8'GWB •z-o'oc SHEET TITLE: NOT USED ��pARTITION HEAD TO CLG PARTITION BASE SCALE: 3'=1'-0' N.T.S SUSPENDED GWB DETAILS 'U 1/4'TH.STL.WELDED TO STL. ANGLE 6 BOLTED TO DEL WD STUD R-11 SOUND BATTS ALL WOOD TO BE FIRE TREATED - N� MIRROR WD STUD WALL PER 4"PLASTIC LAMINATE WALL TYPES BACKSPLASH.PL-1 m P-LAM VERIFY HEADER PER STRUCTURE 5/8'GYPSUM BOARD 0/ 5/8'GYPSUM BOARD 0/ 2X6 WD STUDS 0 16'O.C-W/ 2X4 WO STUDS 0 16'O C W/ 2x CONT 6/8'TYPE'X'GWB.PNT. WD STUD WALL PER R-11 BATT INSULATION W/ R-11 BATT INSULATION W/ EA SIDE WALL TYPES 5/8'GYPSUM BOARD 5/8'GYPSUM BOARD IL LL R-11 SOUND BATTS '1 - a QUIENTIN BUTTER 1x4 BLOCKING AT BRACE 5/4'PARTICAL BOARD w/ PROJECT ARCHITECT 9 GREENBOARD AT GREENBOARD AT 1 ISAIAH CORP EASED CORNER RESTROOMS RESTROOMS m 2"4744"LG.STL.ANGLE BRACE - DRAWN BY: 1 1 i i THRU BOTT.•STUD WITH 141 HOLLOW METAL HOLLOW METAL 1/2'DIA-M.B DOOR FRAME-.COORD.w/ DOOR FRAME /--1 QUIENTIN SUTTER _ ` �_ PLUMB'0 NOT TO EXCEED -. � '� "�" CHECKED B INSULATION WRAP DOOR PER DOOR PER DOOR SCHEDULE DOOR SCHEDULE MAR, 24, 2025 2' KNEE BRACE AS REQUIRED 5/8'TYPE'X'GWB.PNT. DATE FRP OR P-LAM WAINSCOT EA SIDE 20-411.7.DWG PER FINISH SCHEDULE SECTION PLAN III III L�uJ COMPUTER FILE NAME LAVATORY DETAIL INT. HMD HEAD INT. HMD JAMB 2X6 WD STUD WALL 2X4 WD STUD WALL SCALE: 3'=1'-O' '2 SCALE: 3'=1'-0' 1 SCALE: 3'=1'-0' A _ 23 1 COPYRIGHT 2026 CARLETTI ARCHITECTS.P.S. IN A PORT/ON OF SECTION 28,TOWNSHIP 31 N.,RANGE 5 E,WM II i 50 Q 50 SCALE: 1" = 50' DO NOT ENO m I I I NORTH M-9P R-5.OD25.D) m I II ' e• .. - L-32.5e a 168TH STREET 34 --I _. 2&0 Z> 5 1a0, \ } I I 4 Z OJ FUTURE ROUNDABOUT—SEE 51ST — O - - Z 1 I CMLRPPANNDABOLTSS AND IMPROVEMENT BE RACK.TYP. SEE LANDSCAPE PLANS Z I II I 8.0. ONC LOT 12 PROPOSED DR SI AU( 122875 SQ FT SEE SHEET 7N BY TME� £ �-- e� I 2.82 AC I'S 2 376.2' - '' e i I LONGHOUSE PARK _a II� 4 SE[LANOBCAARPEEE D 6 Of - I—•. I I ECCOS DESIGN n m I LONCHOU E TRAIL NE ne'nw I I �' --- 17a.7s• �� -r ._ W 2 z � I Is 77s a Isl i � 1 -r--7 I. 37 76.9' 44 94 28..I 15 I •I -LOT 6--- 393 SQ T2o e a f I _ AC I — � L I 23 OT 4LOT 3 33�Biea9 AC FT 64707 sQ L II c I c c 19 I I • r o I,.S' a ITO 18.0' � I . a ... I 37 I I _.• �3C8 3C9 IT-7 L�.1 C 5 13JOE BOULVARC 775 C I I Ttr••�••��7 5 Cl:58 E9 ^ I I t4G eN 5 I.L ROl�E qg 50 51 �53 72'. 76 - �, $ I 76.9' E5 68 QT t- 179.75' 76 _ 3 70 7$ I 79.99' 80 81 29 33 SEE ARCHRECIURAL �.PLANS FOR ENCLOSURE DETAILS I I� SITE NOTE£ 19•' 1. CONSTRUCT CURB RAMPS PER WSDOT STANDARD PLANS SHEET 21. ,0• CAYOIMENT M SEWER 1. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR COURTYARD DETAILS, K'M PLAN77WS AND EQUIPMENT CITY OF ARLINGTON 1 J. ROADWAYS SHALL BE MARKED'NO PARKING-RRE LANE'WITH APPROVED CONSTRUCTION DRAWING REVIEW APPROVAL ® SIGNAGE AN0/0R PAVEMENT MARKINGS WHERE REQUIRED BY THE RRE MARSHAL, TO L. g d MAINTAIN UNOBSTRUCTED EMERGENCY ACCESS ALONG RL140WAYS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE a �. CONDITIO�fNS ON THE T TLE SHEET. �•Q _____ 4.FOR ADDITIONAL BUILDING DIMENSIONS,SEE ARCHITECTURAL PLANS. S,. cy/,,,,,'w4n a� Nova Heaton,PEP"'EYYY"`Develo Development Services Manager 5.CONSTRUCT BIKE RACK CONCRETE PAD PER ARCHITECTURAL PLANS P , zzzs STD. MULTI-FAMILY DUMPSTER ENCLOSURE TYPICAL ACROSS SITE. DATE. 41 THIS APPROVAL IS VALID FOR IB MONTHS SCALE:P'-10' 6. INSTALL HANDICAP PARKING SIGN40E PER DETAIL SHEET 20 AND Fss,oNn�ENG ARCHITECTURAL PLAN. 2 1,04.19 C L F1AN5 T.ZEMPEL P.SEVERIN SHEET DES"O"ON SCALE 1"=SO' PROjfCT 3 10.09.20 CRY COMMENTS DATED 08. LZDIPEL P.SEVERIN Sound Development Croup DRAWNBY TZFMPEL CALL 48 HOURS 4 01.05.21 CITY BUILDING PERMIT CO DASD ,D5 21 EZFNPEL P.SEVEISN THE OUTPOST AT SMOKEY POINT PHASE I I8098 5 02.23.21 CITY R RDINC PERMIT COMMENTS- ON F Ls I EAs ENT T.ZEMPEL P.SEVERIN ENGINEERING,SURVEYING&LAND DEVELOPMENT SERVICES OVERALL SITE PLAN AND DESIGNED BY TZEMPEL FOR DRAWINC NAME BEFORE YOU DIC 8 02.23.2 SEWER REVISIONS PER OWN T.ZEMPEL P.EVERIN 1.800.424.5555 — P.O. Box 1705 • 1111 Cleveland Avenue, Suite 202 CHECKED BY.' P.SEVERIN18098PLNDIM1dwg Mount Vernon, WA 98273 DIMENSIONAL PLAN REIDB00KRAGE ARLINGTON 51ST STREET LLC �� N0 D BY APPVO Tel: 360-404-2010 Fax: 360-404-2013 94TE' 052020 IN A PORTION OF SEC77ON 2B,TOWNSHIP 311�,RANCB 5 E WM ARLINCTON,WASHINCTON 8 OF 24 COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS ✓ City of Arlington Commercial Tenant Improvement Permit Application ✓ Site Plan ✓ Architectural Plans Structural Plans Structural Calculations ✓ Mechanical System Modifications, (if applicable) ✓ Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ Special Inspection and Testing Agreement ✓ Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑■ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑■ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ■❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: New Space ❑ Addition ✓ Alteration Property Address: 4820 Longhouse Trail Lane NE Ste 106 Project Valuation: 178000 Lot#: 6 Parcel ID No.: 31052800102400 Subdivision: Project Scope of work: Tenant improvement of existing vacant space Description of New Tenant Business Operations: Hair Salon IBC Construction Type: VA Fully Sprinkled IBC Occupancy Type: B Building/Space Square Footage: 1155 Number of Stories: 1 Square Footage Per Floor: 1st1155 2nd 3rd 4th Sth 6th Primary Contact: ❑ Owner ❑ Architect ❑ Engineer ❑■ Contractor Owner Name: Arlington 51 st Street LLC office No.: 360-755-3101 Email Address: Paul@bykconstruction.com Cell No.: Mailing Address: PO Box 619 city:Sedro Woolley state:WA Zip. . 98284 Architect Name: QUientin Sutter Office No.: 360-424-0394 Email Address: QUientin@carlettiarchitects.com Cell No.: Mailing Address: 116E Fir St Ste A city: Mt. Vernon State: WA Zip: 98273 Professional License Number: 10558 Expiration Date: 04/04/2026 Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: BYK Construction, Inc. Office No.: 360-755-3101 Email Address: Annah@bykconstruction.com Cell No.: 425-610-5059 Mailing Address: PO Box 619 City: Sedro Woolley State: WA Zip: 98284 L&I Contractor License Number: BYKCOC1886JB Expiration Date: 04/02/2026 REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: O New Installation O Addition 0 Alteration O Replaced O Gas Piping Mechanical Contractor: All Phase Heating and A/C office No.: 360-707-8521 Email Address: office@allphaseheatingandac.com Cell No.: Mailing Address: 230 Lila Lane City: Burlington State: WA Zip: 98233 L&I Contractor License Number: ALLPHPH876RJ Expiration Date: 01/02/2026 • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: 0 1/2" O S/s" 03/4 O 1" O 11/2 O 2" Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>100Btu h x $ 25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu/h 3-15hp x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x 1 $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC 15100 Btu h x $ 15.00 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu h x $ 25.00 = $ Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping> 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 = $ mechanical code,not otherwise specified Pkg.Units <-100btu x $ 25.00 = $ Pkg.Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit 5100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu/h x $ 25.00 = $ Refrigeration Unit>500Btu/h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters <_ 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 = $ conditioning system) Wall Heaters- Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY— USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: O New Installation 0 Addition 0 Alteration O Replaced O Industrial Plumbing Contractor: Right Way Plumbing office No.: 360-855-2665 Email Address: Logan.rightway@gmaiI.com Cell No.: Mailing Address: 647-A Sunset Park Drive City. Sedro Woolley State: WA Zip: 98284 L&I Contractor License Number: RIGHTWPO77NS Expiration Date: 06/12/2026 The following items need to be specified on the plans: 0 Fixture specifications and equipment with locations. 0 Location and type of all backflow assemblies for each fixture. 0 Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O Medical gas piping riser diagram,type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Tvve of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Pi in <- 5 inlets outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus :5 5 x $ 5.00 = inlets outlets Miscellaneous -regulated by plumbing x $ 15.00 = code,not otherwise specified Pretreatment Interceptor x $ 15.00 = Re-inspection Fee all x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink bar,service,etc. IXE $ 15.00 = Toilets $ 15.00 = Urinal $ 15.00 = Vacuum Breakers $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ❑ New 0 Addition/Alteration ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain 0 Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes 0 No ❑ Don't Know Does the plumbing system currently have an oil/water 0 Yes ❑ No ❑ Don't Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing,rinsing, 0 Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Anna Holleman Anna Holleman 06/16/2025 Signature Print Name Date REV03.2022 Page 7 of 7 Permit#: 6561 Permit Date: 06/16/25 Permit Type: COMMERCIAL ALTERATION Project Name: Laine Salon Applicant Name: BYK Construction, Inc. Applicant Address: PO Box 619 Applicant, City, State, Zip: Sedro Woolley,WA 98284 Contact: Anna Holleman Phone: 425-610-5059 Email: Annah@bykconstruction.com Scope of Work: Hair Salon Valuation: 178000.00 Square Feet: 1155 Number of Stories: 1 Construction Type: VA Occupancy Group: B; Business ID Code: Permit Issued: 07/01/2025 Permit Expires: 03/10/2026 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800102400 4820 LONGHOUSE TRAIL BSP ARLINGTON 51ST 126 MULTI- LANE NE STE 106 ST LLC FAMILY MKT Contractors Contractor Primary Contact Phone Address Contractor Type License License# BYK Construction Paul Woodmansee 360-661-5325 PO Box 619 CONSTRUCTION COA 603187914 CONTRACTOR BYK Construction Paul Woodmansee 360-661-5325 PO Box 619 CONSTRUCTION L&I BYKCOCI886JB CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/07/2025 C20.BUILDING 11/12/2025 11/12/2025 BUILDING Approved FINAL 09/10/2025 COT WALLBOARD Hawken is the contact 360- 09/12/2025 09/12/2025 BUILDING Completed 466-8147 09/09/2025 C 11.INSULATION 09/10/2025 09/10/2025 BUILDING Completed Framing and mechanical 09/08/2025 C09.FRAMING rough in 09/08/2025 09/08/2025 BUILDING Completed Hawken is the contact,360- 466-8147 08/25/2025 C08.PLUMBING 08/26/2025 08/26/2025 BUILDING Approved ROUGH-IN 07/22/2025 C04.PLUMBING 07/23/2025 07/23/2025 BUILDING Approved GROUNDWORK Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2025 COMMERCIAL AIRPORT No Comment ALTERATION Received 06/17/2025 COMMERCIAL No civil concerns Development Approved ALTERATION Services Manager 06/17/2025 COMMERCIAL No land use concerns. PLANNING Approved ALTERATION 06/17/2025 COMMERCIAL No comments,KS&LT PW-ADMIN-GIS Approved ALTERATION 06/17/2025 COMMERCIAL No comments,JW PW-SEW-REV Approved ALTERATION 06/17/2025 COMMERCIAL An RPBA for Premise Isolation is already installed for the pW-WAT-REV Approved ALTERATION commercial portion of this building,Gus COMMERCIAL Must provide Backflow protection before any branch lines Approved with 06/17/2025 ALTERATION from main line water. BUILDING Conditions Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,399.92 Processing/Technology $25.00 Building Permit Table 4-1 $2,153.72 State Surcharge-Commercial Commercial Only $25.00 Total $3,603.64 Attached Letters Date Letter Description 07/01/2025 Building Permit 06/16/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 06/17/2025 XBP Conf: $1,399.92 234455048 07/01/2025 XBP Con£ $2,203.72 235879561 Outstanding Balance $0.00 Notes Date Note Created By: 06/25/2025 Applicant says they wish to pause on issuing this permit until the lease is finalized with the Hannah Hardwick tenant. Uploaded Files Date File Name 06/16/2025 f7bb6d3e99fc78c85c25b36e95c6c7c6 20814775-commercial tenant improvement apnlication.pdf 06/16/2025 f457108301a62alfe8495ac037b3e544 outpost site plan signed.pdf 06/16/2025 82749fDa857lf26aeflcd03e3cf39999 laine salon bldg 6 - 6-3-25 permit set.pdf