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HomeMy WebLinkAbout16419 SMOKEY POINT BLVD_P26-0150_2026 ABBREVIATIONS ABBREVIATIONS(CONT.) GENERAL NOTES GOVERNING CODE INFORMATION PROJECT DIRECTORY ADJ ADJUSTABLE I ADJACENT STD STANDARD 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS 2021 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ALT ALTERNATE SEEP SUSPENDED ON THE JOB SITE,INCLUDING THE SAFETY OF ALL PERSONS,PROPERTY,AND FOR ALL 2021 INTERNATIONAL EXISTING BUILDING CODE ARCHITECT/CONTACT. ENGERT ARCHITECTURE AFF ABOVE FINISH FLOOR NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS,AND FOR 20171CC/ANSI Al 17.1-17,ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 773 SUMMIT STREET ALUM ALUMINUM TELE TELEPHONE COMPLIANCE WITH O.S.H.A.SAFETY STANDARDS.ARCHITECTS AND THEIR 2021 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS RICHLAND,WASHINGTON 99352 ANG ANGLE TEMP TEMPERED CONSULTANTS'JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF 2021 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS CONTACT: PAUL ENGERT ANOD ANODIZED THERST THERMOSTAT THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2021 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS PHONE: (206)225-1443 AC 2021 WASHINGTON STATE ENERGY CODE EMAIL: paul@engerWmhitecture.com ACOUSTICAL CEILING TYP TYPICAL 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS @ AT RELATING TO THEIR WORK.THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO UNO UNLESS NOTED OTHERWISE BIDDING,IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR BLDG BUILDING DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 10520 OWNER: COASTAL COMMUNITY BANK BE BLK'G BLOCKING VAR VARIES 9TH AVE. BM BEAM VCT VINYL COMPOSITION TILE 3. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD.THE PROJECT INFORMATION EVERE EVERETT,WA 98208 B/S BUILDING STANDARD VERT VERTICAL ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN JURISDICTION: CITY OF,ARLINGTON WASHINGTON I VWC VINYL WALL COVERING ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS.ALL WORK THAT COULD BUSINESS OFFICE CAB CABINET BE EFFECTED BY THE DISCREPANCY SHALL BEHELD UNTIL SUCH DISCREPANCIES ARE OCCUPANCY CLASSIFICATION: B- GENERAL RESOLVED. ZONING: HC(HIGHWAY COMMERCIAL) CONTRACTOR: DAVIS SCHUELLER,INC. ENGERT CIRC CIRCULATION WI WITH TYPE OF CONSTRUCTION: V-B 4601CHENNAULT BEACH ROAD CLR CLEAR OR CLEARANCE WIO WITHOUT 4. SEPARATE PERMITS,WHEN REQUIRED AND/OR ARE DESIGN I BUILD,SHALL BE NUMBER STORIES: ISTORY SUITE 200 CLG CEILING WC WALL COVERING OBTAINED BY THE CONTRACTOR FOR MECHANICAL,PLUMBING,FIRE SPRINKLERS, MULKITEO,WA98275 A R C H I T E C T U R E CL CENTERLINE WD WOOD ELECTRICAL AND FIRE ALARM.DESCRIPTIVE,DETAILED DESIGN AND SUPPLEMENTAL SPRINKLER SYSTEM: NONE L L C COL COLUMN DOCUMENTS SHALL BE PROVIDED FOR REVIEW BY THE AUTHORITY HAVING FIRE ALARM SYSTEM: YES CONTACT: KEN SCHUELLER CONC CONCRETE JURISDICTION AND BY THE OWNER I TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY AREA SEPARATION: NIA PHONE: (425)775-9400 773 SUMMIT STREET CONST CONSTRUCTION WORK BEING PERFORMED. BUILDING FLOOR AREA: 8,884 S.F. EMAIL: kschueller@davisschueller.com RICHLAND,WA 99352 CONT CONTINUOUS SYMBOLS LEGEND TENANT AREA: 2,686 S.F. 206225-1443 5. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER AND ALARM SYSTEMS SYSTEMS w .engertarchitecture.00m CCORD COORDINATE SHALL COMPLY WITH THE INTERNATIONAL BUILDING AND FIRE CODES. CPT CARPET OFC ROOM NAME TENANT. NORTHBOUND PHYSICAL THERAPY CT CERAMIC TILE 1024 ROOM NUMBER 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE SCOPE OF WORK SHALL BE 9516 STATE AVE PERFORMED BY A APPROVED INSPECTION SERVICE APPROVED BY THE AUTHORITY TAX PARCEL# 31052800201000 MARYSVILLE,WA 98270 DET DETAIL 1 HAVING JURISDICTION OR BUILDING OFFICIAL. INTERIOR DIA DIAMETER D1 9.1 B1 ELEVATION 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND DIM DIMENSION REFERENCE PROJECT SPECIFICATIONS.THE APPROVED,PERMITTED,STAMPED PLANS ARE TO DN DOWN CI REMAIN ON SITE AT ALL TIMES. LEGAL DESCRIPTION DR DOOR INDEX OF DRAWINGS DWG DRAWING 5 ELEVATION 8. DIMENSIONS ARE TO FINISH FACE OF GWB,CONCRETE,OR MASONRY OR OTHER FACE TA5. REFERENCE UNLESS NOTES OTHERWISE. SEC 28 TWP 31 RGE 05N 208.71FT OF W 208.71FT OF FDT W 7 AC OF S 528FT OF ARCHITECTURAL NW1I4 LESS CO RD LESS N 170FT THOF&LESS S 119FT THOF LESS R1W TO CO PER EA EACH 9. DO NOT SCALE DRAWINGS;DIMENSIONS GOVERN. SWD REC AF NO M220640 �' Cy') EL ELEVATION CZ .w EGRESS TRAVEL A1.0 COVER SHEET/GENERAL INFORMATION N ELEC ELECTRIC 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE ELEV ELEVATION OR ELEVATOR u`"i DIRECTION WORK,DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.IF QUESTIONS CAN A1.1 LIFE SAFETY PLAN L > 00 CID PATH NOT BE RESOLVED IN THIS MANNER,CONTACT THE ARCHITECT PRIOR TO PROCEEDING. A2.1 FLOOR&CEILING DEMOLITION PLANS L M EN ENAMEL PROJECT DESCRIPTION EQ EQUAL 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH A2.2 DIMENSIONED&NOTED FLOOR PLANS EXISTING EXIST f �_ EGRESS START POINT SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION.UPDATES INTERIOR RENOVATION OF PRIOR BANK OFFICE INTO PHYSICAL THERAPY A3.1 REFLECTED CEILING PLAN - O OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. USE.CONSTRUCTION INCLUDES DEMOLITION OF WALLS,DOORS AND FINISHES. O �' FF FACTORY FINISH OR FINISH FLOOR NEW CONSTRUCTION INCLUDES NEW WALLS,DOORS CASEWORK AND NEW A7.1 SUSPENDED CEILING GRID DETAILS AND NOTES •U_ FIN FINISH 12. ALL WORK AND MATERIALS SHALL BE PLACED/INSTALLED IN FULL ACCORDANCE WITH FINISHES.ALL EXISTING LIGHT FIXTURES TO BE REUSED IN NEW SPACE A8.1 DOOR SCHEDULE,WALL SECTIONS&INTERIOR U)FLR FLOOR 6 DETAIL THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE IN AFFECT WITHIN THE CONFIGURATION. >+ >' !E FLUOR FLUORESCENT TA2. REFERENCE JURISDICTION WORK IN PERFORMED AND ALL OTHER APPLICABLE STATE OR LOCAL ELEVATIONS Cll Tn FDIC FURNISHED BY OWNER LAWS AND REGULATIONS AS ARE APPLICABLE.NOTHING IN THESE DRAWINGS SHALL BE A10.1 ACCESSIBILITY DETAILS AND NOTES dCU INSTALLED BY CONTRACTOR CONSTRUED TO PERMIT WORK WHICH IS NOT IN CONFORMANCE WITH ANY CODE OR SEPARATE PERMITS A10.2 ACCESSIBILITY DETAILS AND NOTES 0 FTIC FURNISHED BY TENANT DETAIL SECTION/ REGULATION IN AFFECT. INSTALLED BY CONTRACTOR 12 PLAN CUT (AS REQUIRED BY WORK SCOPE) U) A4.7 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT FT FOOT/FEET ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 0 0-) 0 FURN FURNISH/FURNISHINGS ALL SEPARATE PERMIT SUBMITTALS SHALL BE THE RESPONSIBILITY OF THE U) r , 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES GENERAL CONTRACTOR OR HIS SUBCONTRACTORS.HE I THEY ARE g FOR UTILITY SERVICES. RESPONSIBLE FOR ALL ENGINEERING,DESIGN DRAWINGS,APPLYING FOR - GA GAUGE � ENLARGED PLAN i TA2. REFERENCE PERMITS)AND PAYING FOR ALL ASSOCIATED PERMIT COSTS. L GA GALVANIZED J 15. IN COMBUSTIBLE CONSTRUCTION,FIRE BLOCKING SHALL BE PROVIDED AT LOCATION FIRE ALARM SYSTEM Z GL GLASS/GLAZING PER IBC SEC.718. GW OR GWB GYPSUM WALL BOARD • MECHANICAL SYSTEM 16. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY • ELECTRICAL SYSTEM City Of Arlington SHALL COMPLY WITH THE CURRENT MECHANICAL CODE,WASHINGTON STATE ENERGY • PLUMBING SYSTEMS Building Department _ HDW HARDWARE CODE AND ANY LOCAL JURISDICTION REQUIREMENTS. APPROVED HIMHOLLOW METAL A GRID LINES HGT HEIGHT 17. PATCH AND REPAIR ALL EXISTING WALLS,FLOORS AND CEILINGS THAT ARE ADJACENT Kevin Olander-02/24/2026 HVAC HEATING VENTILATING TO AND ALTERED BY NEW CONSTRUCTION. No changes authorized unless approved by AIR CONDITIONING the Building Official IN INCH ��M \ DOOR NUMBER INCAD INCANDESCENT u 1 WINDOW NUMBER CONSULTANT INCL INCLUDE INSUL INSULATION Q STOREFRONT/WINDOW TAG INSTL INSTALLATION - V KEYNOTE JAN JANITOR JB JUNCTION BOX ELECTRICAL LEGEND - JST JOIST �A WALL TYPE ® •fir+ l -• j •• cs-• .� 1 JT JOINT DATUM OR MEDICAL GRADE ELECTRICAL OUTLET KIT KITCHEN PROPERTY CORNER W DUPLEX ELECTRICAL OUTLET . FINISH SYMBOL 9 DEDICATED 20 AMP DUPLEX ELECTRICAL OUTLET LF LINEAL FOOT VCT LTG LIGHTING A VOICE/DATA OUTLET OCCUPANCY TAG H STAMP 240V 30 AMP 4 PRONG DRYER ELECTRICAL OUTLET MI MATERIAL 750 AREA ROOM/SPACE •o •o° -1_' ���`` • �. f MAX MAXIMUM 15 OCCUPANT LOAD FACTOR 38" MOUNTING HEIGHT FROM FINISH FLOOR OF •.o o V u_ 6378 REGISTERED 50 (0) OUTLET fw MECH MECHANICAL OCCUPANT LOAD ARCHT T MED MEDIUMNIN }• • `1 M MEZZ MEZZANINE ® � '``• PAUL MFR MANUFACTURER GRAPHICS LEGEND STATE OF WASHINGTON MISC MISCELLANEOUS MTD MOUNTED MTL METAL III=_III- I EARTH REVISIONS: NIA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER GRAVEUROCK ® A• [(� (�] NOM NOMINAL - "1 "4 1 " S NTS NOT TO SCALE CONCRETE OC ON CENTER OPN'G OPENING ® ASPHALT PAVING OPP OPPOSITE WOOD FRAMING I PERP PERPENDICULAR '4 PL PLATE OR PLASTIC LAMINATE BLOCKING OR SHIM t T PLYWD PLYWOOD PHASE I DELIVERABLE PNL PANEL FINISH WOOD PERMIT SET PR PAIR PROP PROPERTY GLASS(ELEVATION) PT PAINT � DATE: 21212026 R RADIUS ® GLASS(SECTION) DRAWN: PE RB RESILIENTBASE GYPSUM WALL BOARD RFGR REFRIGERATOR REINF REINFORCEMENT ® CAULKINGISEALANT PROJECT NO: 25-017 REQ'D REQUIRED r REV REVERSE PLYWOOD APPROVED: PE RM ROOM 'o RO ROUGH OPENING BRICK SHEET TITLE: COVOR SHEET ACOUSTIC TILE $C SOLID CORE SECT SECTION RIGID INSULATION a SHT SHEET LOCATION MAP Sim SIMILAR ® BATT INSULATION . A1 SM SHEET METAL ® METAL SHEET NO: / 1 O SQ SQUARE --------------------- 4'-8" 16'-0" 27'4" I..S. -0" 6'-0' I I I I -----J L-------------------- I I I - I I I I I ENGERT ARCHITECTURE I I LLC 773 SUMMIT STREET RICHLAND,WA 99352 206 225-1443 1 www.engenarchitecture.mm 4 EXIT I I El I I — I I I I I - I I I I I cy) N > N 00 U O COMMON PATH OF TRAVEL 78 O u) CU O q L � U O O r O Q z City of Arlington Building Department APPROVED �� � Kevin Olander-02/24/2026 EXIT 1 8 r No changes authorized unless approved by EXAM. EXAM. 82 the Building Official I 106 107 150 I I � CONSULTANT �---- A LL � I 109 82 CM EXAM. ,60 105 I 108 85 — y it I I I � I I � I F—J I---- PHYS. THERAPY I 114 I _MAX TH OF TRAVEL 511' STAMP STORAGE 1 tt92 6378 REGISTERED ARCHIT T 0 b EX�T E— DOCU. 103 PAUL E ERT 1 153 �.—.� MEN 1 50 I 11 STATE OF WASHINGTON 3 50 lzsz so 1 RE 1 PT. 9 1 REVISIONS: 102 o WOMEN 11 102 a 112 15 1 F.E. WAITING MEC . EXI It 1 ——< LEGEND L� THERAPY AREA NOTA PART OF WORK 6 d 41 r 500 ACE OC UC PST LOAD FACTOR PHASE I DELIVERABLE 4 NUMBEROFOCCUPANTS PERMIT SET EGRESS ANALYSIS DATE: 2/212026 TENANT AREA 2,686 S.F. DRAWN: PE OCCUPANT LOAD TOTAL OCCUPANT LOAD 30 PROJECT NO: 25-017 40'0" 36'-0" 8'-0" N0.EXIST REQUIRED SPACES WITH AN OCCUPANT LOAD OF LESS THAN 49 SHALL APPROVED: PE HAVE A MINIMUM OF ONE EXIT TABLE 1006.2.1. SHEET TITLE. EXIT SEPARATION ONE EXIT FROM SPACE IS REQUIRED BASED ON OCCUPANT LIFE SAFETY PLAN LOAD.EXIT SEPARATION UTNOT FIREAPPLICABLE. LIFE SAFETY SCALE:1/8"=V-O" EXIT TRAVEL DISTANCE MAXIMU TRAY WTHOUTFIRESPRINKLERS PLAN MAXIMUM TRAVEL DISTANCE=200' MAXIMUM COMMON PATH OF TRAVEL 75' SHEET NO: A1 , R S I I I I �., WHITE LETTERING&SYMBOL STATE ON A BLUE BACKGROUND DISABLED PER STATE H.C.CODE t PARKING ta�C•' PERMIT METAL SIGN BOLT TO POST a t O REQUIRED aI I I I I ':y �N RE 0 4 "VAN ACCESSIBLE"WHERE e _..___...-._..._ CpN -1 O W NOTED ON SITE PLAN _ - T n I 1 3 PP 5'CHAI VVK FENCE R6_0' _ c y to — — QAPLOYEE PARKING o 0 3'DIA.GALV.PIPE-PAINTED ENGERT + _ a EMBED IN CONIC.V-6" o I I O a J FINISH GRADE ARCH ITECTU RE "OV 12 I 25'-4' © m ,"3 I I L L C I I 101-4" 0•_0 12 f I _ i 773 SUMMIT STREET (- + - s -� 1. n I IIIlrl�llllllll I I IIIIIII�II RICHLAND,WA 99352 12 1 I I II a�i 111 LI B'DIA.CONC.FOOTING 2wwwengertamhitedum.GGm • 0" f Iljj t � I(N) L9 ECTION (N)A CES IBLE io R5'-0 TRIP A PIE EWALK P DES RIAN a R2'-6" p CROSS ALK •o � •..�' j QPAIN STR ING I .;'T❑ I j T +/-24'-0" 18'-0' 32' �• j m 4 ro VAN 2 MAIN ENTRANCE TO(E)BANK R20 15'-0" 115'-0" 12' 2-8• 1 1 VAN ACCESS.SIGNAGE of w „ o I 2",1'_�' Q N a oca (N)PED S RIAN nz H.C. 2 (E)BANK BUILDING + t_ > � N A CESS SI ALK r I � CO rn Y B' 0 24'-0" 18'-O' ❑ 6652 SF �--• E CO 4C RETE 0-0 80'-0' to I I — Q SO) ALK _ HIGHWAY COMMERCIAL (HO) ZONE CU CC TROL J I TS @ - o t I U LI '-0'O.C. DAB '. . . . I m RELOCATE(E) ZI SOWN .'.•.'.'. to t6 I °, M O to WHEELSTOPS < j A !ELd 16 ® N PARKING a 25 0" Z - 5 el STRIPING ? (E)RI a_ Y M Wj (E)SIDEWALK O BUILDING SET IQ O w I HIGHWA ZONE > Q y R2'- " RELOCATED MECH. w J LI I 2 -1` EQUIP.O/(N)CONC. IN .. 'tA'RA¢:�;::;„ ,: --;'., + 'F• EQUIPMENT PAD LOT LINE IN)REQUIRED � C M ACCESSIBLE (E)CURE O h i- I ENTRANCE SIGNSETBACK 3 C0l MAIN ENTRANCE I Q +/-4' " TO IN)BANK ADDITION ISCOPE OF SITE WORK m 48119. - CREATE ANEW VAN ACCESSIBLE PARKING STALL WITHIN THE CURRENT PARKING AREA OF SITE, City of Arlington (E) ONT 5'_ O o NORTHSOLIND I REMOVE IS'OF EXISTING CONCRETE SIDEWALK TO ALLOW THE INSTALLATION OF A NEW S' Building De artment �UILDI 7 TOTAL E I I (N)CONIC.CURB (N)CUR 9 p O d, I I SQUARE LANDING AND NEW 1:10 CONCRETE RAMP FROM ASPHALT SURFACE. APPROVED P RKING SPACES N r IN)CONC.WALK ?< �? PHYSICAL ts'-0^ I Kevin Olander-02/24/2026 E°' Ss ALLse 9'-0"EA.=45'-0" THERAPY XISTING (E)PAVEMENT D NEWAY I No changes authorized unless approved b 110'-0" R2'_5" I. II R2'-6 ?'-6 (E) 1 G - � -;•;• I j the Building Official (N)REQUIF(ED 12 10 0 •\ SEF CIVIL DWG'S I n to SECONDARY I• FOT,ADDITIONAL ETB C to 10 O ENTRANCE TO(N) -;R�S.Q,;. I V INFORMATION ON KEYNOTES CONSULTANT BANK ADDITION o 80 _ DRAINAGE R4'-0' ��// _ O REMOVE EXISTING WHEEL STOP o z 0 REMOVE 15'OF EXISTING CONCRETE SIDEWALK N o 25'IL w o (9)THOMAS LIGHTING SRS STRAIGHT ROUND STEEL POLES $1A 1 5 i 0 U Y (N)CONIC. O SRS 20-3.0 W/ O REMOVE F OF CONCRETE CURB c a ACCESSIBLE In g o z¢U CURB w $8 a ENTRANCE SIGN > ao z V (6) EMCO SINGLE FIXTURES INSTALL NEW 5'X 5'IANDING AND 10'OF NEW CONCRETE RAMP AT 1:10 R� DRNEWAY o a m y (ANR�N(D�SP)APE uqt w ERA201-3H-250MH-MT& O4 MAX SLOPE (3) EMCO DOUBLE FIXTURES 'O K y ERA202-3H-25OMH-MT O INSTALL NEW"VAN ACCESSIBLE"PARKING SIGNAGE.SEE t/A1.2 BO R 1 2, © INSTALL NEW 4"WIDE"WHITE"STRIPING TX 18' y STAMP Pol HIGHWAY COMMERCIAL (HO) ZONE 137a REGISTERED ARCHITELT PP 101 PP DN VAULT PAUL E ERT ( ® STATE OF WASHINGTON 4 REVISIONS: EXISTING SITE PLAN SCALE:V=20'-0" PHASE/DELIVERABLE PERMIT SET DATE: 2/2/2026 DRAWN: PE PROJECT NO: 25-017 APPROVED: PE 5 SHEET TITLE: EXISTING SITE PLAN SHEET NO: `a I I I I I I I I , L oMIN xL S I I I I I I I I I I I I I I I I ENGERT ARCHITECTURE LLC I I r j II II 773 SUMMIT STREET ILt/ — RICHLAND,WA 99352 A TYP. 1 1 -- �I �I 206225-1443 L----------� I www.engertarchitecture.wm I 1 IL 11; ii ii I 3 u n 10'-3)z" I I IFO 5 1 1 C6 CV TYP. 1 � L n-n-n- - +- -r-r-pp^^i��-r r- ¢-r-r-�yi-r U 00 �"j4 �FF"1"7�a - - - -I- T I-I -T-T- -T T- -T— — -T ~ p 4 q 1 —Y` 'U) cz C rr=======1r===il I I I I I I I rr r r=r—nor=TJ II I I II II II I I I I I I I I II I I I IIII I III I<y I li ii II I I I I I I I II I I I III I I III I 6 II II II E II ill \� Ili<yi 0 M C TYP. nr- - -nr IlIt-t- 2 I_I I_I_I_I 1 60 2 B I � O I TYP. TYP. _ _ —T—T —T—T— —T T l_l 0 \ I I I I 7 r———— City of Arlington I 1 II 1\\LyII II11 Ll1—I --II— —fII iIIl„l-LI ———— Building Department APPROVED Kwn Olander-02/24/2 02i TYP aees ed unepp,—d b yN"cnMee II II I I I I I 11 1 I I I I II I I I I I CONSULTANT ——————————————— ——————————————————————— 40'-0" 36'-0" 8'-0" 1.-0" 36'-0" 8'-0" FLOOR DEMOLITION PLAN CEILING DEMOLITION PLAN SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" STAMP GENERAL NOTES-FLOOR PLAN FLOOR KEYNOTES GENERAL NOTES-CEILING PLAN CEILING KEYNOTES 6378 REGISTERED ARC 1. THE GENERAL CONTRACTOR(GC)$HALL FIELD VERIFY ALL EXISTING CONDITIONS AND Oi EXISTING WALLS TO BE REMOVED 1. THE GENERAL CONTRACTOR(GC)$HAUL FIELD VERIFY ALL EXISTING CONDITIONS AND O NEW SUSPENDED CEILING TO BE REMOVED AND REPLACED WITH O NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE AND EFFECT NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE AND EFFECT AL E ERT THE FINAL PRODUCT. THE FINAL PRODUCT. STATE OF WASHINGTON EXISTING DOOR AND FRAME TO BE REMOVED.SALVAGE FOR REUSE. O EXISTING GWB CEILING TO REMAIN 2. ANY WALLS WITH ELECTRICAL OR OTHER DEVICES THAT ARE TO BE REMOVED SHALL BE 2. ANY WALLS WITH ELECTRICAL OR OTHER DEVICES THAT ARE TO BE REMOVED SHALL BE SALVAGED AND STORE AND LIGHT FIXTURES FOR REUSE IN NEW SPACE REMOVED TO SOURCE UNLESS USED AT A NEW LOCATION. O EXISTING CASEWORK TO BE REMOVED REMOVED TO SOURCE UNLESS USED AT A NEW LOCATION. O CONFIGURATION. 3. GC SHALL COORDINATE ANY MECHANICAL OR PLUMBING DEVICES THAT ARE TO BE O EXISTING WALL TO REMAIN 3. GC SHALL COORDINATE ANY MECHANICAL OR PLUMBING DEVICES THAT ARE TO BE O SALVAGE AND STORE EXISTING ACOUSTICAL TILE FOR REUSE IN NEW REMOVED OR RELOCATED WITH SUBCONTRACTORS. REMOVED OR RELOCATED WITH SUBCONTRACTORS. SUSPENDED CEILING GRID REVISIONS: 4. GC SHALL COORDINATE WORK WITHIN THE GENERAL COMMON SPACES WITH BUILDING O EXISTING PERIMETER WALL TO REMAIN 4. GC SHALL COORDINATE WORK WITHIN THE GENERAL COMMON SPACES WITH BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING TENANTS. MANAGER TO MINIMIZE DISRUPTION TO BUILDING TENANTS. EXISTING FULL HEIGHT ALUM.STOREFRONT TO REMAIN O6 5. GC SHALL COORDINATE WITH BUILDING MANAGER ITEMS THAT ARE TO BE SAVED DURING 5. GC SHALL COORDINATE WITH BUILDING MANAGER ITEMS THATARE TO BE SAVED DURING DEMOLITION FOR FUTURE REUSE. O7 EXISTING PLUMBING FIXTURES TO REMAIN DEMOLITION FOR FUTURE REUSE. 6. GC SHALL MAINTAIN A BROOM CLEAN WORK SPACE AT THE END OF EACH WORK DAY. EXISTING HVAC UNIT TO REMAIN 1, GC SHALL MAINTAIN A BROOM CLEAN WORK SPACE AT THE END OF EACH WORK DAY. ® 7. GC SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS ON A TIMELY 7. GC SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS ON A TIMELY BASIS. O EXISTING WATER HEATER TO REMAIN BASIS. 8. GC SHALL COORDINATE WITH TENANT WHICH EXISTING FINISHES ARE TO REMAIN OR BE 8. Ge SHALL COORDINATE WITH TENANT WHICH EXISTING FINISHES ARE TO REMAIN OR BE REMOVED. REMOVED. PHASE I DELIVERABLE 9. IF ASBESTOS OR HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION,IT IS 9. IF ASBESTOS OR HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION,IT IS PERMIT SET THE RESPONSIBILITY OF THE OWNERIGENERAL CONTRACTOR TO PROPERLY REMOVE THE THE RESPONSIBILITY OF THE OWNERIGENERAL CONTRACTOR TO PROPERLY REMOVE THE HAZARDOUS MATERIAL PER WAC 296-1550775,ITEM 9-SAFETY STANDARDS FOR HAZARDOUS MATERIAL PER WAC 296-1550775,ITEM 9-SAFETY STANDARDS FOR CONSTRUCTION WORK. CONSTRUCTION WORK. DATE: 2/2/2026 DRAWN: PE PROJECT NO: 25017 APPROVED: PE SHEET TITLE: FLOOR&CEILING DEMOLITION PLANS SHEET NO: A2. 1 o q L q L I � I I � I I � I I � I I � I doset r 7L,1 — doset r J ENGERT EXAM. ;4 EXAM. 5 A EXAM. A R C H I T E C T U R E � 1os 107 I F I 1os 107 I LLC 4 A 106 107 A 773 SUMMIT STREET RICHLAND,WA 99352 "' ——— HALL 1. 206 225-1443 09 109 A www.engertardlitedure.com CM EXAM. CM EXAM. 105 CIE 105 108 108 I I BREAK " 3'-6.. 10-3V- 10. 104 BREAK L +31 ❑ 1 ❑ L__——J t4 L_———_ J � THERAPY N �� + THERAPY 6. 4 < 114 1R 110 F a I� M I ❑ I Q 4. T RA E 104 T RA E II w S O G � _ S O G I N 110 0 110 CV 0 0 0 00 A COM 4 DOCU. 1'-0 a 103 DOCU. 0 6ECP MEN 111 MEN C>3 B A1 �4 RECPT +36' ❑ O 4. BLo 02 ❑WOMEN WOMEN o +38'+38' F 2 113 �WALIGN MEC . WAITING MEC . cPHYS. 113 101A PHYS. Fi I` 113C)THERAPY THERAPY 13.t65^ zL F5 ____ L—� uUcj 15 r A 11. 11. 10. City of Arlington 12. 12, Building Department I� APPROVED Kevin Olander 02/24 No changes auNorizetl unless appm,ed provatl by O'H La, i the BuildingOmcial CONSULTANT 40'-0" 36'-0' 8'-0' 40'-0" 36'-0" 8'-0" DIMENSIONED FLOOR PLAN NOTED FLOOR PLAN SCALE:1/8"=V-0" SCALE:1/8"=1'-0" STAMP GENERAL NOTES TENANT FURNISHED EQUIPMENT FLOOR PLAN KEYNOTES 637E RLCISTERLo ARC 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY 1❑. PLINTHTABLE O BUILT-IN PLASTIC LAMINATE RECEPTION DESK ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE AND EFFECT THE FINAL PRODUCT. 2❑. CABLE WEIGHT TRAINING SYSTEM O SEMI-RECESSED WHITE FIRE EXTINGUISHER CABINET WITH VISION PAUL E ERT 2 PANEL STATE OF WASHINGTON 2. ELEMENTS SHOWN IN SCREENED LINETYPE ARE ASSUMED TO BE EXISTING TO REMAIN. 3❑. REFRIGERATOR NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES. O 48"HIGH WALL WALL OR STOREFRONT MOUNTED MONITOR AND KEYBOARD 3. ALL FINISH MATERIAL SELECTIONS SHALL BE MADE BY TENANT. 4 PROVIDE EXTERIOR VENTILATION FOR DRYER 5❑. COPIERI PRINTER REVISIONS: 4. SEE SHEET AI.O FOR DRAWING SYMBOLS AND ADDITIONAL LEGENDS. INSTALL(2)1'THICK X I6"DEEP WHITE MELAMINE SHELVES IN CLOSET 5. SEE SHEET A8.I FOR WALL SECTIONS AND INTERIOR ELEVATIONS. STACKING WASHER I DRYER ® ON HD METAL BRACKETS AT+48"&+66"ABOVE FINISH FLOOR 6. THE INTERIOR FINISHES,DECORATIVE MATERIALS AND TRIM SHALL MEET THE 7❑. TOP LOAD FREEZER © INFILL WALL OPENING WITH MATCHING EXISTING WALL CONSTRUCTION REQUIREMENTS OF 20211BC CHAPTER B"INTERIOR FINISHES". ® TREADMILL O 12'DEEP P.LAM.BOOKSHELF SIM.TO INTERIOR ELEVATION CIA8.1 7. SEE SHEETS A10.1&A10.2 FOR ADDITIONAL DIMENSIONS,SIGNAGE AND CLEARANCE RECUMBENT BIKE REQUIREMENTS FOR ACCESSIBILITY AT DOORS,ROUTE OF TRAVEL,CASEWORK AND OTHER O 24 DEEP P.LAM.WORKSURFACE SIM.TO INTERIOR ELEVATION C/A8.1 ELEMENTS, 10. ELLIPTICAL TRAINER 11. RECUMBANTBIKE 12. UPPERARMBIKE LEGEND PHASE/DELIVERABLE 13. GATHERING TABLE AND CHAIRS PERMIT SET NOT A PART OF THE WORK(N.I.C.) DATE: 2/2/2026 DRAWN: PE PROJECT NO: 25-017 APPROVED: PE SHEET TITLE: DIMEN.&NOTED FLOOR PLANS A2.2 ^/ SHEET NO: A2.^/L e L � I I I I I - I I I I - J ENGERT ---------- ------------- I I ARCHITECTURE R R LLC 4 773 SUMMIT STREET RIOiLAND,WA 99352 206 225-1443 L6-1 ynw.engertarchitecture.com 1 7, R 0 R I I I I I I - I R R R L____ I❑�° I I I M E -0" 0. '-0' E Q N (z > N R R R 00 c L m O7 O 0 0 U is � C >, R R R a Y cz I I O O: _ R 5 O � O � 3 R TVP. 0 O R R R O i o zF17 Q City of Arlington R R R R Building Department APPROVED Kevin Olander-02/24/2026 No changes authonzed unless approved by the Building Official --------------- CONSULTANT 40'-X 36'-0" 8'-0" CEILING PLAN SCALE:1/8"=1'-0" STAMP GENERAL NOTES CEILING PLAN CEILING PLAN KEYNOTES 6378 RLCISTLRLD 1. THE GENERAL CONTRACTOR(GC)SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND ARC NEW 2%4 H.D.SUSPENDED GRID SYSTEM NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE AND EFFECT O THE FINAL PRODUCT. O RELOCATED 1 X4 SURFACE MOUNTED LIGHT FIXTURE PAUL E ERT STATE OF WASHINGTON 2. ELEMENTS SHOWN IN SCREENED LINETYPE ARE ASSUMED TO BE EXISTING TO REMAIN. NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES. O RELOCATED 2 X 4 RECESSED LIGHT FIXTURE 3. THE SUSPENDED CEILING GRID IS TO BE NEW THROUGHOUT THE SPACE AS NEW%"GWB CEILING ATTACHED DIRECTLY TO SUSPENDED CEILING LOCATIONS SHOWN.INSTALL AT N0'-0"ABOVE FINISH FLOOR, O GRID TO MATCH EXISTING GWB CEILING.GC TO CONFIRM EXISTING REVISIONS: CONSTRUCTION AND NOTIFY ARCHITECT IF CONDITIONS IF ASSUMPTION 4. REINSTALL EXISTING ACOUSTICAL TILE CEILING IN NEW GRID. ARE DIFFERENT. 5. ALL 1 X 4 AND 2 X4 LIGHT FIXTURES ARE ASSUMED TO BE EXISTING THAT ARE TO BE O NEW EXIT SIGN WITH 90 MINUTE BACKUP POWER SUPPLY REINSTALLED AT LOCATIONS.RECESSED 6"CAN FIXTURES ARE NEW. 6. ALL NEW WALLS TO EXTEND THROUGH SUSPENDED CEILING GRID 61MINIMUM. 7. SEE SHEET A7.I FOR SUSPENDED CEILING GRID INSTALLATION AND NOTES. LEGEND 8. SEE SHEET AI.O FOR DRAWING SYMBOLS AND ADDITIONAL LEGENDS. F771 NOT A PART OF THE WORK(N.I.C.) oR RELOCATED I X 4 LIGHT FIXTURE PHASE/DELIVERABLE PERMIT SET RELOCATED 2 X 4 LIGHT FIXTURE DATE: 2/2/2026 Q NEW 6'CAN LIGHT FIXTURE DRAWN: PE ® NEW EXIT SIGN PROJECT NO: 25-017 P 5 APPROVED: PE SHEET TITLE: CEILING PLAN A3.1 SHEET NO: A 3,1 Figure2 Lateral-Force Bracing(Fs,u,nand 3) •Light fixtures weighing more than 56 lb shall be Seismic Separation Joints(Fig,,7) Lateral-Force Bracing source.ASTM Esso g-5 which is the use of vertical struts Figure 5a a Figure 5b•coumareloping Fgur.e. supported directly from the structure above by approved ,All continuous ceiling areas exceeding 2500 f12 shall - ` •Lateral-force bracing, SUSPENDED CEILINGS (compression posts) y q' g hangers.sw.,a.:A.-Esad lemon s.s.e ,�®• veuul we btlX ...,,...�M w _,,_.,..____�_ „___„_._.____,_„_ haves seismic separation joint,bulkhead braced to the n os an spa wires,Is required ore ceiling \ 40•I i areas greaterthan l(ft'1'Or'g'Y"(§Ap"Pi§%R6rPyoS;re:"Ysrrnesao seerro„ 'P--'--•`"- --- �a�. structure or full-height partition that breaks the ceiling •Lateral-force bracing shall be 12 ft on center(maximum)and begin into areas of no more than 2500 fit and a ratio of the } sz no farther than 6 ft from walls.Soaa.ASTM EsaO sent°"s.z. long to short dimension less than or equal to four.Each This document provides the 2021 IBC Referenced standards for the prescriptive design and installation of suspension systems "'• �/<:•a.i-• w,re, -` "- 2500 ft2 maximum area shall be capable of allowing+or for acoustical la Ceilings.Incorporation of this document will provide a more uniform standard for installation and inspection. •Lateral-force bracing splay wires shall Consist of four 12-gauge .vm. lay-in en its. pore provi pet the in(1%in total)al the joints horizontal movement in This document Is Intended to accomplish the Intent of the International Building Code(IBC),Including the Oregon Structural wires attached to the main beam,arrayed 900 from each other and vwax•.s•w. Specialty Code and Washington State Building Code,with regard to the requirements for seismic design category D,E and F for c,®.� Na,,,e=.m at an angle not exceeding 450 from the plane of the ceiling. M the plane of the ceiling.Areas surrounded by bulkheads suspended ceilings and related items.Preeicnpthm suspension systems shall be installed per these requirements and those of the ­ASTM eS80 ee°".. z or full height partitions shall be provided with closure referenced documents.Engineered design of suspension systems are outside the scope of this document.Manufacturers' •Lateral-force bracing splay wines shall be attached to the grid and angles.Each area with a seismic separation joint, recommendations shall be followed where applicable. Figure 3 Maximum Recommended Lengths for to the structure in such a manner that they can support a load of ::s.� bulkhead or full-height partition shall have Lateral-Force The following are outside the scope of this technical document: Vertical Struts not less than 250 Ib when tested per ASTM E3090(Figure 6b). Figure eb Figure 7 Bracing as prescribed on page 2.source:ascu-2 sxmn Suspension systems for acoustical lay-in ceilings in Risk Category IV structures.S.ume:ASCE 7S 1a 131.3,ASTMESSOS,cul 5.7 source:Aston ESe Beano"s2.3.3 .r�ma.e•„c r,are.n,.w,.n,n•,. •Terminals or services weighing more man 201b but less 13.5622b.ASTM Es�O sern°"5zs.1 suspension systems for acoustical lay-in ceilings assigned a component Importance factor of 1.51n accordance with ASCE 7 •Power-actuated fasteners in concrete or masonry shall not be -- than or equal to 56 I6 shall be positively attached to the Section 13.1.3 by the registered design professional.sou re;ascE asecrt°n,3ra,asrnrr=5eo season s.r %"EMT conduit up to F 10" used for the attachment of lateral-force bracing splay wires unless nw� ceiling suspension main runners orto cross runners that Sprinklers I Suspension systems for acoustical lay-in ceiling designed in accordance with accepted engineering practice by a registered i•EMT conamt up to 7'8' tested and approved for seismic loading.so 7semm�13.e.s. have the same carrying capacity as the main runners, •For ceilings without rigid bracing,sprinkler head 9 design professional.source:Asce 7 ssnio"r3s.s.z rnato".narewlee coca lmep .11-oE(o,egoa.aov�aadr ,",m and shall have two l2-gauge safety wires connecting Sus stems consisting of screw or milattached board on one level that are surrounded b d connected 1•EMTcorell up to s 9^ a innnre,pnl-Ol-peke°I"pa pe0 m } v} them to the ceiling system hangers or the structure above. Penetrations shall have a 2-in oversize ring,sleeve or Suspension systems 9 gypsum by �°° ��„w „.� �. ENGERT to walls ors(fits lha[are laterally braced the sfructure above are exempt from the requirements of ASCE-7 Section 13.5.6. •Power-actuated fasteners in steel shall be permitted for the "^_ .^'- wia These wires may be slacks.arce:AsrM ESao seam"s.4.z adapter through the ceiling file to allow free movement of s as r 13, 2 attachment of lateral-force bracing splay wires.source:asCe 7 sernon Dose m" ap •Terminals or services weighing more than 56 lb shall be at least one inch in all horizontal directions.Flexible head A R C H I T E C T U R E Sin 1W metal smd(20-gaugel up to 1z'r 13.4.5 E,�eprro"2 supported directly from the structure above by approved design that can accommodate 1 inch free movement shall Back-1 .1,1W metal emd up tc(s r •Splay wires are to be within 2 inches of the Connection of the hangers.s.um 271a Eseo secao"sa.3 be permitted as an altemates°o ce:aam eseo seam"sz.as L L C (zo gauge) vertical strut to suspended ceiling.lase.asrU Osern.a 5.2.s.2 •Spreader bars are not required at .'meters where •Power Actuated Fasteners PAFs a e a approved •Rigid bracing maybe used in lieu of splay Wines.�s p ir perimeters ( ) r n appro RIC SUMMIT A 9935 REET single zx•metalsaa(zagaugel up to l3'8' °use.asiME53o runners are attached directly to closure angles. method cadattachment any individual does not RICHIAND,WA 99352 Back-loback zit^metal etutl(z5yauge) up to 15'r saatro"az.s° •Where substantiating documentation has been provided service load on any individual fastener does not exceed •Vertical struts must be positively attached to the suspension Glossary for this Document(regional terminology may vary) 206 225-1443 Figure 1 to the local jurisdiction for review and approval, 90 Ib in concrete or 2501b in steel. systems and the structure above.s.arce:ASTM Eseo S.-Az.e.zary S,=asCesenor"a15+3asEx,11 +az oe9o"emmmg Cosa.. www.engertardlitecture.com requirements for may be used to satisfy the Drwvan SrarewNe C°ee lnrerprerarion n°.ft-Ot(ortg°n.,govNcNmdes-sranN CROSS TEE The cross member that interlocks with the al PERIMETER CLIP A proprietary angle bracket Me.hed m aeyatsae�mansts�o wvnre4wre a"eireen"g •The vertical strut may be EMT Conduit,metal studs or a proprietary requirements for spreader bars. Dow'"coat'"re'p'11-O'yrame;°"O°'ae9 beams,also known as a cross runner or cross T-bar. directly to the wall molding/closure angle which allows for a`�r°oils' Compression post(see Figure 3). •Terminal ends of each main beam and cross tee DIFFUSER circular or rectangular metal grill usetl for the '/•in movement in the event of seismic activity and interlocks Figure 4a •Changes in icoling plane elevation requires independent lateral Hanger(Suspension)Wires(Figures 5A and 5b) must be supported within 8 inches of each wall with a passage of air from a ducted system. properly with ends of grid system. Attached Wall Molding Requirements force-bracing for each Ceiling plane.souse:s E5w seam S..es •Hanger and perimeter wires must be plumb within 1:6 perimeter wire or approved wall support(see Figures 4a GRID The main b......tl cross lees of the suspension system. PERIMETER WIRE A hanger wire placetl within a In of the unless(Figure 5a Counter sloping wires are provided &5a).S.ar Is-..Se 1.2..s PERIMETER( 9 ) P 9 P surrounding walls. Well Moldings(Fgures 4a antl m) (Figure Sb).soame:asrM cs35 sear z.l.4 •Wires shall not attach to or bend around interfering HANGER WIREsuppo-oor the grid system.all Al.. ire usetl () suspension support for the god system.Aso calleda PLENUM The space aboveasuspentletl ceiling. •Wall moldings(perimeter closure angles)are required to have a •Hanger wires shall be spaced 4 ft on center,maximum. material or equipment.A trapeze or equivalent device suspension wire. horizontal Flange not less than 2"wide.Two adjacent ends of the Urce shall be used where obstructions preclude direct SLACK WIRE A 129 uge wire that I.not tight or taut. General Requirements g so :wrecsh 11 be No. suspension.Trapeze suspensions shall be sized to LATERAL-FORCE BRACING The bracing method used to ceiling grid shall be positively attached to the wall molding(pop -Hanger wires shall be No.12-gauge. s p p P SPREADER or SPACER BAR A bar with notches to prevent the •Referenced sources per hierarchy:2021 International Building Code IBC,American Society of Civil Engineers 9Doan.AsrM cs3e resist the dead load and lateral forces appropriate for prevent ceiling uplift or restrict lateral movement during a suspension system also called a stabilizer bar. P Y 9 ( ) ty 9 rivets or approved method),and the opposite ends shall have a " " zd m,,event.Lateral-force bracing consists of vertical struts rem from (ASCE-7-16),American Society of Testing Materials(ASTM C635,ASTM C636,ASTM E580). 1'" a/,-in clearance from the wall and be free to slide.source:asrw u5so ssarro z.+.e.AsrM Eseo saano s.z..+ the seismic category.sourua:asrM Esao serno"s.z.7.4 end Splay whes. SPLAY WIRE Awira installetl M an..at.rather than •Fall re that are tied to the ceilingd all partitions eater than 6 ft in height shall be lateral) braced to the e1tl- ea,.a.. ec ".. •Hanger wires shall not press against ducts or pipes. as pa greater g y 5 225 00 523 MAIN BEAM The primary suspension member supportetl by perpendicular l0 me grid. Electrical Fixtures M structure.Bracing shall be independent of the ceiling splay bracing system.souse:ascE 7seceon 13.S.e.1 •Where substantiating documentation has been provided to the soaae. 3s lentos 2.1.4 hanger wires,also known tle the main runner Or carrying lee, yERTICAL STRUT The dgitl vertical member usetl in lateral-force •Hanger wires shall not have local kinks or bends as a •All lighting fixtures shall be positively attached to the •For further information on bracing of non-load bearing partitions,refer to NWCB Technical Document#200-501. local jurisdiction,proprietary perimeter clips may it used in 9 9 P Y MOTyingLDIN runnel of mains. bracing piste suspension system.Also known as ill •All main beams are[o be Heavy Du HD as defined in ASTM C635. s Figure 4b tandem with 7/8`closure angle to satisfy the requirements for the means of leveling main beams or cross tees.source:asrM suspended ceiling system by mechanical means as v'Y tyt ) Unattached Wall Moldin Requirements C635 Searron 2.2.3,Section 233 MQLOINGICLGSURE ANGLE AIight9auge metal angle or Ompressipn post, pod Of seismic Strut.Common !✓ N g quireman 2°closure angle. specified in the National Electrical Code(NEC),unless channel fastened to the perimeter wall or partition to support materials are decuri l conduit(EMT),metal studs or - 00 •Ceilings less than or equal to de f12 and surrounded by walls and that are laterally braced to r the structure above •An connection device at the supporting ortin construction de independently supported.orted.Souse:ASTM Esao senor"s.a.1 are exempt from the seismic design requirements of ASCE 7 and ASTM E5BMme ASCE 7serno"1as s Exaepeo"1 •Perimeter supporting clips shall be attached to the supporting Y DP 9 " P Y PP the perimeter ends of an accoustical ceiling grid. proprietary products. CO 9 closure angle or channel with a minimum of two screwsIb per clip shall be capable of Carrying not less than 90 .sou,ce, •Light fixtures weighing less than 10lb shall have one •All will ties shall be tightly wrapped around themselves a minimum of three rums within three inches(Figure 1). and shall be installed around the entire ceiling perimeter. AS-esso scarce a272 12-gauge safety wire connected from the fixture housing C •Main beams shall be level to within 1/4 in.in 10-ft. soaae:Asrm cs3e sear z.a.+ 0 some.ascE-7secao"13.s.ssza to the structure above.This wire may be slack.scarce: 0 The NWCB has been serving the c de,w,i Industry since 1950.It Is rewuction o a technical authority,educational body and spokesperson for (� _ 4 the wall and ceiling industry.It provides services tp architects and the construction hi ion community d all matters relating to the to provide wall and ceiling U - •Cross tees shall be level to within 1/8 in.in 12-ft. souae:AsrM cs3s senro°z.z.1 ...awe -° Spreader Bars(Figure 46) •Light fixtures weighing mom than 1016 and less than maustry.as the industrys aev.lopm.m one coominagon orgamza0on,the Nwca saw the n..d m.stamish this eoaum.nt to proem.alarigaanon and - LL � PAGE 1 OF 4 " °0 e� •Terminal ends of main runners and cross members shall be tied equal to 56 IS shall be supported directly from the structure the intent of NEHRP INahonal Earthquake Hazards Rcductmn Pmgeml as agency or FEMA(Faderel E-Many Management Agcnay).It is meamro U) _ together or have some other approved means to prevent their above by approved hangers.These wires may be slack. erve tleaset of recommendatone and Is notintended for any specihc construction preiea.EMB makes no expose orimplied waml or guarantee - of the techniques,construction methods or matenals identifies herein. NWC 0 \H oREcoN spreading.souse:ASTM Esao seam"Sz4 source.asrMEsso seurw s3.5 //••�� 0 ea FADQUARTEas PAGE 2 OF 4 PAGE 3 OF 4 PAGE 4 OF 4 I..L NW wAtaar£lurq alMEAm 12437 HE 1731 PI.,Ste 2001 Woodinville,WA 98072 te1503-295A333 Cal 206-524 31 email imastrveb.otg email oregxiIiji wctiorg a.parin.T-11 A..Eul Aux.. cw--.T-11 A..rule EA0 \ / CZ wosrHwesrwut ArvO ceuac euaEAu Z, co /O� or) O VJ i C) r L Z Q n SUSPENDED CEILING INSTALLION NOTES&DETAILS O NO SCALE City of Arlington Building Department APPROVED Kevin Olander-02/24/2026 ELEVATION No changes authorized unless approved by ( a Document 03/01 Partition Attachment to Acoustical Ceilings(connections the Building Official l PROFILE °° for nonbearing partitions) MAINRUNNER STEEL FRAMING for expansion anchor a°° Option There are two considerations when bracing partitions: 2�0_eJ of minimum or app..d fastener 9 P CONSULTANT swmuml? ���� I45 a.The interior non-load bearing partition shall be braced to CROSS-TEE concrete meet Chapter 16,Section 1611.5 of the Uniform Building SEISMIC CLIP Metal Mgle- Code(1997). ISOMETRIC VIEW MAINRUNNER 1 z•wmexz°longxlz ga.min. 1.Attachment options to structure(wood,concrete or (s0mm x s0mm x iz al 1 b.Acoustical ceilings shall be laterally braced to meet UBC steel) 3tight wrne Standard 25-2. STRUCTURE a. Attachment devices to structure 1/4-inch(6mm)diame- splayed Seismic Breong Was The intent of the code is not to use lay-in acoustical ceiling grid ter x 3-inch(75mm)long closed-eye wood screws;mini- as an alternate method of bracing interior non-load bearing �i Q mum penetration 1 inch(25mm)into the wood member. walls,unless the ceiling system has been designed(engi- °�° 012 ga.splay wires neared)[o support the partition. i x (L50omm1°.c. ex.io' b. No.12 ga.splay wire looped around bottom chord of INSTALLED VIEW 1 in g°® ma e� (3000a l open joint or truss. It is accepted industry practice to attach the partition track a'° ! > Apprex.45' r to the acoustical grid system temporarily for alignment until suspenaea © G. Metal 2-inch x 2-inch(50mm x 50mm)angle,attached Cato"a'i to Concrete or steel with approved fasteners. permanent bracing is installed.The attachment of stud track STAMP o to the acoustical grid does not violate the intent of the code, °0+° d.Tie wire spike minimum 3/16-inch(5mm)diameter x 2 Slmcturel structurel provided that the permanent bracing options for the nonbearing SEISMIC CLIP °° inches(50 min)long,drilled and hammered for con- concrete steel partitions are installed(reference ICBO ES report 4071 Sell6378 REGISTERED EXPOSED TEE COVER ° Crete. mic Connection Details for Gypsum Nonbearing Partitions and REMOVE GRID CLIPS on ARC HIT THAT CONNECT TO MAIN RUNNER 44mm),for concrete. e.Tie wire wedge anchor 1/4 inch x 134 inches(6mm x Metal Angle Suspended Ceilings). INSTALLED VIEW f. Beam/Flange clamps for steel structure members. NOTE: STATEAOF wASHENGTON RT Splay wire to be wrapped around itsel(fhree full rum 12 a..spiel S.ismic Br-mg wire s;within a Anon-load bearing partition(gypsum board or plaster)that n MAIN RUNNER SEISMIC JOINT CROSS-TEE SEISMIC JOINT 3-Inch(75mm)length. ends at or just above a suspended lay-in-tile ceiling NO SCALE NO S system I e STRUCTURE t0, 2.Attachment options at partition requires lateral support by means directly to the structure CALE onerleie bran.mmax.er.N REVISIONS: (2,ox mm)o.c.al enemata Max.io• a.Attach partition track to suspended ceiling main runner Exceptions: s wx.r.gaywire..... (a,c0omml with two No.8 S-screws.(Detail A only.) if the partition goes all the way u and is attached direct- in a Al"..4s P 9 Y P © b. 1/4-inch(6mm)closed-aye bolt through partition track. ly to the structure. Wood doiat� if end of partition is within 8 feet 2, D. 2-inch x 2-inch(50mm x 50mm)metal angle with two p ( 500mm)of an inter- No.8 S-screws in partition track. setting partition. suap.na.e-1 Splay wire to be wrapped around itself three full turns,within a A partition system may be attached directly to the tailing 3-inch(75mm)length, support and/or framing member of a suspended gyp- '-3"xW'dmmeler sum board or plaster system,12 inches(300 mm)o.c. 3.Bracing p5mmxx emml without the lateral bracing. m...d eye screw wkh a. Plenum height to 5 feet 1, Use 3/4-inch 1 in.mic.IF.neostim Partitions to resist 5 Ibs/p...s f transverse load. Paregon 500mm 9 ( ): �) (19mm)16 ga.(.0566 in.)cold rolled channel or 7/8-inch imp woos. • Maximum partition weigh[15 Ibs/p.s.f. PHASE/DELIVERABLE (22mm)25 ga.(.0188-inch)furring channel or 15.8 in. (41 mm)25 ga.(.0188-inch)steel stud. It is accepted practice to attach the partition track to the PERMIT SET b. Plenum height 5-10 feet 1,500-3,000mm:Use nested acoustical grid system temporarily for alignment until per- 9 ( ) 1z ga.splayed wire manent bracing is installed or back to back 312-inch(90mm)25 ga.steel studs. DATE: 2/2I2026 c. Attach to partition with two No.8 S-screws. DRAWN: PE PAGE I OF PROJECT NO: 25-017 aaaaaa Build to a Higher Standard. t2 This 11nca1 dwum.mi.....r......ulallnsanets not mrene.amr.........onswmon groieu..Nwca mak.a no.xpres.or imp.. tv APPROVED: PE �,..NWCB HEADQUARTERS OREGON guaremee of Me technques conmmm°n metheas or matedala ldentiMal,ereln. PAGE 2OF2 SHEET TITLE: 2825 Eastlake Ave Este 350 I Seattle,WA 98102 te15032950333Build to a Higher ..rg to-1.1T too _rc hle i. CEILINGcu{ let 206 524 4243 I email-nfo@nwcb.erg .mallDreg,,@nwb erg NOTES DETAILS PARTITION BRACING NOTES&DETAILS SHEET NO A7.1 to NO SCALE DOOR/RELITE ELEVATIONS DOOR SCHEDULE DOOR FRAME ROOFTRU88AIlOVE DOOR T WIDTH x HEIGHT THICKNESS CONST. WIDTH x HEIGHT MATERIAL FIRE HW REMARKS NO. P RATING GROUP E LABEL 101A EX 3'-0'X 7'-0" 1 1/2" ALUM. 3'-4'X 7'-2" ALUM. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION POWER DRIVEN 358S125.15 MIL.METAL FASTENER%"MAX STUD ANGLE WALL BRAC 101E B 3-4-X 7'4" 1 112" Sc 3'1"X 7'1" H.M. 0 MIN. - DOOR HARDWARE PER DOOR SUPPLIER PENETTRATION AT 4'-0"O.C.(ALTERNATE j 103 EX 3'-0'X 7'-0" 1 1/2" ALUM. 3-4-X 7-4- ALUM. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION DIRECTIONS) n I 4 4 104 EX 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION � 105 A 3'-0'X 7'-0" 1 1/2" Sc 3'4"X 7'1" H.M. O MIN. g SUSP.ACOUSTICAL TILE CEILING&GRID 106 A 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. B TOP TRACK SECURED TO WALL E N G E RT 107 A 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. B BRACE W/(2)#8 SHEET METAL SCREWS ARCH ITECTU RE 108 A 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. B L L C A FLUSH PANEL SOLID CORE B FLUSH PANEL SOLID CORE 109 C 4'-0"X 7'-0" 1 112" Sc 4'-2""X 7'-2" H.M. 0 MIN. - DOOR HARDWARE PER DOOR SUPPLIER 773 SUMMIT STREET WOOD DOOR WITH HOLLOW WOOD POCKET DOOR WITH METAL FRAME HOLLOW METAL FRAME 20622-143 99352 110 B 3'-0'X 7'-0" 1 1/2" Sc 3'-4"X 7'-2" H.M. 0 MIN. - DOOR HARDWARE PER DOOR SUPPLIER 206 225-1493 ill EX 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION w .engertzrchiteclure.mm 112 EX 3'-0"X 7'-0" 1 112" Sc 3'4"X 7'1" H.M. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION %"GWB EACH SIDE _ 113 EX 3'-0"X 7'-0" 1 112" SC 3'-4"X 7'-2" H.M. 0 MIN. EX EXIST.DOOR TO REMAIN VERIFY PROPER OPERATION SEE FLOOR PLAN PAINTED%"MDF TRIM FDI HARDWARE GROUPS DOOR&HARDWARE GENERAL NOTES STUDS@24-L.MET"` STUDS�y 24"O.C. A OFFICE FUNCTION / q \� LEVER LOCKSET,WALL STOP&SILENCERS \ TG 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI Al17.1 Q C'7 -9 B PASSAGE FUNCTION SECTION 404,AS SUMMARIZED ON Al.1.EXISTING HARDWARE IS ASSUMED TO BE %-GWB EACH SIDE FULL HEIGHT SOUND N LEVER LATCHSET,WALL STOP&SILENCERS ACCESSIBLE;LEVER STYLE HANDLE OR EXIT DEVICE,CLEAR WIDTH,CLOSING SPEED,DOOR INSULATION ALL Cu N OPENING FORCE,ETC.G.C.TO VERIFY CURRENT DOOR HARDWARE OPERATION AND FULL HEIGHT SOUND LOCATIONS CU 00 C SUITE ENTRY FUNCTION REPLACE ANY/ALL COMPONENTS AS REQUIRED FOR CODE COMPLIANCE. INSULATION m LEVER LOCKSET,CLOSER&SILENCERS / 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE 35BS125-15 MIL.METAL D STORAGE ROOM FUNCTION USE OF A KEY OR SPECIAL EFFORT. STUDS @ 24"O.C. - O LEVER LOCKSET&WALL STOP V O 3. AT THE MAIN SUITE ENTRY DOORS,LOCKS&LATCHES SHALL BE PERMITTED IF THE 4"RUBBER BASE TYP. 4"RUBBER BASE TYP. a C FLUSH PANEL SOLID CORE AA HOLLOW METAL FRAME EX EXISTING DOOR HARDWARE TO REMAIN LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POWER DRIVEN FASTENER s/" POWER DRIVEN FASTENER 3/" [n WOOD BI-FOLD DOOR WITH RELITE WITH TEMPERED CONFIRM PROPER HARDWARE OPERATION POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING:"THIS DOOR TO CONCRETE MIN.PENETRATION CONCRETE MIN.PENETRATION HOLLOW METAL FRAME GLASS REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED".THE SIGN SHALL BE IN LETTERS V FLOOR SLAB 24"O.C. FLOOR SLAB (rf 24"O.C. Y N HIGH A CONTRASTING BACKGROUND&MEET REQUIREMENTS OF IBC 1010.1.9.3 LOCKS& -0 CB E OC LATCHEE S. S BEAD ACOUSTICAL C SEALANT @GWB � 4. TG INDICATES TEMPERED GLAZING,TYP. (J) ° C0 Z77 O L Q WALL SECTION WALL SECTION 2: City of Arlington Building Department APPROVED Kevin Olander-02/24/2026 INTERIOR ELEVATIONS No changes authorizedBudded unless approved by the Building Official CONSULTANT 12"DEEP UPPER OPENING P.LAM.CABINETS WALL MOUNTED BOOKSHELF RELITE 7 FULL HEIGHT WALL B P.LAM.TRANS. A8.1 TO CEILING A9.1 COUNTER / \ \ / �— � � �1 I PAINTED MDF 4"P.LAM. A8.1 4 0" P.LAM. V / 4 P.LAM. ��� ��� ��� v�� ��� TRIM BACKSPLASH WORK SURFACE 4 - B CKSPLASH TG TG \ TG TG TG —ir HD METAL II it SUPPORT BRACKET o \ I a / \ / \ STAMP EQ. Q E. - \ 2q KNEE 0 E II 0 - -- / \ � SPACE N N N 637a REGISTERED P.LAM FRONT P.LAM.PANEL 24"DEEP HD METALJ RP.LAM. P.LAM.VERTICAL OUTLETS DATA ___J 24"DEEP ARC IN BACKGROUND P.LAM.BASE CABINETS SUPPORT BRACKET WORK SURFACE SUPPORT PANEL TYP. OUTLETS P.LAM.BASE CABINETS 5'-0" 4"RUBBER BASE PALL E ERT STATE OF WASHINGTON �LRECPT. DESK RECPT. DESK BREAK/DOCU./RECEPT. 1.4. r' 3/4"=1'-0" 3/4"=1'-0" `' 3/4"=1'-0" " 3/4"=1'-0" REVISIONS: P.LAM.BOOKSHELF CASEWORK SECTIONS HM RELITE 2'0' N 12"DEEP UPPER 12"DEEP UPPER 1-0 P.LAM.TRANSACTION P.LAM.CABINETS P.LAM.CABINETS COUNTER PHASE I DELIVERABLE P.LAM. 4"P.LAM. PERMIT SET FULL HEIGHT FULL HEIGHT P.LAM.WORKSURFACE WORKSURFACE BACKSPLASH / \ \ STOREFRONT WINDOW / \ / \ STOREFRONT WINDOW r _� DATE: 2hJ2026 P.LAM.� �� _ WORK SURFACE _ STACKING i DRAWN: PE 4 \ REFRIG. WASHER 8 i 4 HD METAL BRACKET BY TENANT DRYER BY 3Z. P.LAM PROJECT NO: 25-017 TENANT FINISH BACKSIDE OF �°, SUPPORT BASE CABINET WITH - - PANEL APPROVED PE N �� N P.LAM SU : P.LAMATWINDOW V / / PPORT PANEL —J METAL STUD SHEET TITLE. 24"DEEP 24"DEEP WALL DOOR SCHEDULE P.LAM.BASE CABINETS P.LAM.BASE CABINETS LL WALL SECTIONS n BREAK AREA STORAGE ROOM 110 �1 RECPT.SECTION DOCU.SECTION SHEET NO: A8.1 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 I I I I I GENERAL NOTES 20" 20"-25" 64"MIN. DOOR 48'MIN. DOOR MAX. MAX. WIDTH WIDTH 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES AND LANDINGS ON BOTH SIDES AREA OF OF DOORS SHALL COMPLY WITH[FLOOR OR GROUND SURFACES&CHANGES IN LEVEL]DETAIL AND SHALL I RARY U E HAVE A SLOPE NOT STEEPER THAN 1:48 IN ANY DIRECTION.VERTICAL CHANGES IN LEVEL ARE NOT _ PERMITTED. z z 2. THRESHOLDS,WHERE PROVIDED AT DOORWAYS,SHALL BE 112'MAX HIGH WITH A BEVELED PROFILE THAT z = COMPLIES WITH[FLOOR OR GROUND SURFACES&CHANGES IN LEVEL)DETAIL 3. HANDLES,PULLS,LATCHES,LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL HAVE A RE ('A) SHAPETHAT IS EASY TO GRASP WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR UNOBSTRUCTED FORWARD ACH OBSTRUCTED HIGH FORWARD REACH I I TWISTING OF THE WRIST TO OPERATE. 4. HARDWARE OPERATION BY A FORWARD,PUSHING OR PULLING MOTION:15 POUNDS(66.7N)MAXIMUM. 1 u 48"MIN. DOOR a WIDTH S. HARDWARE OPERATION BY A ROTATIONAL MOTION:28 INCH-POUNDS(315N-CM)MAXIMUM. 6. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34"MIN.AND 48"MAX.ABOVE THE FINISH FLOOR OR GROUND. -- POSITION AND HEIGHT 7. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED AND 10" 10^ 24° --- OF BRAILLE USABLE FROM BOTH SIDES. (A) (B) MAX CHARACTER HEIGHT ENGERT S. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OFBPDEGREES THE TIME UNOBSTRUCTED SIDE FORWARD REACH OBSTRUCTED HIGH SIDE REACH ARCH ITECTU RE fff AREA OF L L C 9. REQUIRED TO MOVE THE LMOVEOOR OTHECION OF LOSEDP SITIONESFROM THE5SECON SECONATCHDS MIN. S 5 SECONDS MIN. MAXIMUM 0.5" 2" 5" 6" 9 11" REFUGE (G) THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN I.5 SECONDSMIN. REACH DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) � �\ 773 SUMMR SrREET 10, THE FORCE REQUIRED TO PUSH OR PULL ADOOR OR GATE OPEN SHALL BE AS FOLLOWS: TWO DOORS OR RICHLAND,WA 99352 MAXIMUM 48" 46" 42^ 40" as" 34" GATES IN SERIES 206225-1443 10.1 INTERIOR HINGED DOORS AND GATES:5 LBS(22.5 N)MAX. REACH HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) ------ � www.engertarchiteclure.com 10.2 SLIDING OR FOLDING DOORS:5 LBS(22.5 N)MAX. 2 REACH RANGES 32"MIN. 32i. MIN. i. 32i, MIN. i. 36 EXCEPTION:THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT )/4„_1,_0 HOLDTHE DOOR OR GATE IN ACLOSED POSITION SHALL NOT APPLY TO PANIC HARDWARE,DELAYED C-Al 9�' EGRESS DEVICES OR FIRE-RATED HARDWARE. 10.3 REQUIRED FIRE DOORS:THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE HEIGHT OF RAISED CHARACTER ABOVE SLIDINGG DOOR FOLDING DOOR ADMINISTRATIVE AUTHORITY,NOT TO EXCEED 15 LBS(66.7N). FINISH FLOOR OR GROUND 10A EXTERIOR HINGED DOORS:5 LBS 22.5N MAX. THE TURNING SPACE SHALL BE A CIRCULAR SPACE WITH (A) (D) ( ) 67-INCH MINIMUM DIAMETER. HINGED DOOR DOORWAYS WITHOUT 11. SWINGING DOOR AND GATE SURFACES WITHIN 10'OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY 1� OVERLAP CLEAR WIDTH OF DOORWAYS DOORS SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. 06T TURNING SPACES SHALL BE PERMITTED TO INCLUDE PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN 1/16"OF THE SAME I KNEE AND TOE CLEARANCE.WHERE THE TURNING SPACE PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.CAVITIES CREATED BY ADDED KICK ' p1dCl. ' INCLUDES KNEE AND TOE CLEARANCES UNDER AN `^� _ ______ N PLATES SHALL BE CAPPED. OBSTRUCTION,THE OVERLAP SHALL COMPLY WITH ALL N OF THE FOLLOWING: m 00 12. WHERE AUTOMATIC AND POWER-ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF 1 CENTERED ON MEN NOT IN 1 z MEANS OF EGRESS THE CLEAR WIDTH OF BREAK OUT OPENINGS AT SWINGING OR SLIDING DOORS AND 1. THE DEPTH OF THE OVERLAP SHALL NOT BE MORE 00 TACTILE PICTOGRAM z 12' g GATES SHALL BE 3TMIN.WHEN OPERATED IN EMERGENCY MODE. , CHARACTERS FIELD g MIN.' THAN 101NCHES. 18" "' _� 2.THE DEPTH SHALL NOT EXCEED THE DEPTH OF THE LOCATIONS OF SIGNS PICTOGRAM FIELD MIN. __ ______ O y KNEE AND TOE CLEARANCES PROVIDED. V - C ®OVERLAP OF KNEE AND TOE SPACE AT DOORS � (n 33HE OVERLAP SHALL BE PERMITTED ONLY WITHIN 5, ::- L CIRCULAR TURNING SPACE SIZE AND OVERLAP THE TURNING CIRCLE ARE SHOWN SHADED IN FIGURE (A) -c- (D U) FRONT APPROACH,PULL SIDE Y CU L 68"MIN. MIN. I')IF BOTH CLOSER AND B'CH ARE PROVIDED C FRONT APPROACH,PUSH SIDE --------------------------- C O 0 z INTERNATIONAL SYMBOL INTERNATIONAL SYMBOL 1i co •- sip s �i O OF ACCESSIBILITY OF ACCESS FOR =MIN.sa Iaa SIGNSHEARING LOSS `$ 7142"MIN. zQ riN.T.S. lC) (D)----- City of Arlington Building Department i APPROVED HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE n I Kevin 0lander-0212412026 BASE BASE No changes he Builzed unless approved by r , the Building Official 16"MIN. 36"MIN. 16"MIN. 11" 42"MIN. 11" it `2- ` (A) MIN. (B) MIN. " z �'p• z 24" CONSULTANT TSHAPED TURNING SPACE-OPTION[ T-SHAPED TURNING SPACE-(OPTION - J - � - ( ) ( ) �_____ MI m MIN. H I 64"MIN. 17"-25' a ii ______ --------------------------- it (A) (B) (`)54"MIN.IF CLOSER IS PROVIDED. ELEVATION PLAN 52"MIN. (F) TOE CLEARANCE LATCH APPROACH,PULL SIDE 2 48"MIN.IF BOTH CLOSER AND LATCH ARE PROVIDED. O ) e , F HINGE APPROACH,PUSH SIDE 4> z J _______ ___________I 25' ' STAMP J 11^ MAX 637e REGISTERED SIZE OF CLEAR BASE �\ HITEJT FLOOR SPACE LI________________J A) LA ARC 12' L 40"MIN. 12` ELEVATION PLAN MIN." (G) MIN. KNEE CLEARANCE PAUL E ERT T-SHAPED TURNING SPACE-(OPTION 3) (`)48"MIN.IF CLOSER IS PROVIDED. sTATF or wnswecroH KNEE&TOES CLEARENCES LATCH APPROACH,PUSH SIDE 52"MIN. 12 r i n �v v2 REVISIONS: z_ V O II II � n i • i _____ m /i q> _ ----30"MIN i i i = (A) (A)FORWARD (B)PARALLEL PULL SIDE SIZE AND POSITION -----� ' OF CLEAR FLOOR SPACE (A) (B) _ _ PHASE[DELIVERABLE FRONTAPPROACH SIDE APPROACH sir rI l PERMIT SET i i z i i 12"MIN. i i z i .� �. & MIN. N DATE: 2/212026 � 24' x 24• _� L____ x ) z DRAWN: PE O � MIN. O m n PROJECT NO: 25-017 `___________ (C)C) (D) APPROVED: PE POCKET OR HINGE APPROACH 60"MIN. STOP OR LATCH APPROACH (B) (0) SHEET TITLE: PUSH SIDE PUSH SIDE,DOOR PROVIDED 36"MIN. PARALLEL MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS, WITH BOTH CLOSER AND LATCH ACCESSIBILITY FORWARD MANEUVERING CLEARANCE SLIDING DOORS,GATES AND FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES IN ALCOVE n CLEARENCES&TURNING SPACES DOORS,DOORWAYS&GATES DOORS,DOORWAYS&GATES SHEET,.: Al O. 16 N.T.S. 0$ 1/4'=V-0" 20 1/4"=1'D a I I I I I I I I I GENERAL NOTES 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES AND LANDINGS ON BOTH SIDES 1. FLOOR AND GROUND SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT. OF DOORS SHALL COMPLY WITH[FLOOR OR GROUND SURFACES&CHANGES IN LEVEL]DETAIL AND$HALL HAVE A SLOPE NOT STEEPER THAN 1:48 IN ANY DIRECTION.VERTICAL CHANGES IN LEVEL ARE NOT 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION,PAD OR BACKING OR PERMITTED. NO CUSHION OR PAD.CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP,TEXTURED LOOP,LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE.PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. 2. THRESHOLDS,WHERE PROVIDED AT DOORWAYS,SHALL BE 112"MAX HIGH WITH A BEVELED PROFILE THAT EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE COMPLIES WITH[FLOOR OR GROUND SURFACES&CHANGES IN LEVEL]DETAIL. LENGTH OF THE EXPOSED EDGE.CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. 3. HANDLES,PULLS,LATCHES,LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR �I = TWISTING OF THE WRIST TO OPERATE. 't 2 4. HARDWARE OPERATION BY A FORWARD,PUSHING OR PULLING MOTION:15 POUNDS(66.7N)MAXIMUM. 5. HARDWARE OPERATION BY A ROTATIONAL MOTION:26 INCH-POUNDS(315N-CM)MAXIMUM. CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL (A) 6. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34"MIN.AND 48"MAX.ABOVE THE FINISH FLOOR OR DOMINANT DIRECTION OF TRAVEL I GROUND. 1C2 7. WHERE SLIDINGTHSIDEREINTHEFULLYOPENPOSITION,OPERATINGHARDWARESHALLBEEXPOSEDAND �L� �,-' ENGERT USABLE FROM BOTH SIDES. LONG DIMENSION III' III' Ill III' Ill `"�� 8. THAT PERPENDICULAR 9. DOOR AND GATE CLOSERS SHALL BE ADJUSTED FROM AN OPEN POSITION OF FROM THE LATCHIS5SECONpR�ENTHETIME TRAVEL �UUU =zt A DOMINANT ARCH ITECTU RE DIRECTION OF (�' (e) THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. 773 SUMMIT STREET W. THE FORCE REQUIRED TO PUSH OR PULL A DOOR OR GATE OPEN$HALL BE AS FOLLOWS: 1/2"MAX.+ RICHLAND,WA 99352 ELONGATED OPENINGS IN FLOOR OR GROUND SPACE BEVELED CHANGE IN LEVEL 206 225-1443 10.1 INTERIOR HINGED DOORS AND GATES:5 LBS(22.5 N)MAX. www.engertarrhitecture.com 10.2 SLIDING OR FOLDING DOORS:5LB$(22.5N)MAX. I�1 FLOOR SURFACE LEVEL CHANGES EXCEPTION:THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT N.T.S. HOLDTHE DOOR OR GATE IN ACLOSED POSITION SHALL NOT APPLY TO PANIC HARDWARE,DELAYED EGRESS DEVICES OR FIRE-RATED HARDWARE. 10.3 REQUIRED FIRE DOORS:THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,NOT TO EXCEED 15 LBS(66.7N). 24" 52" 24" 4'MAX. 52"MIN. 4"MAX. 10.4 EXTERIOR HINGED DOORS:5 LBS(22.5 N)MAX. MAX. MIN. MAX. 11. SWINGING DOORAND GATE SURFACES WITHIN 10'OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY z z $HALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. z PARTSCREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN 1116'OF THE SAME PLANE AS Z. THEOTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.CAVITIES CREATED BY ADDED KICK = N PLATES SHALL BE CAPPED. co L N 12. WHERE AUTOMATIC AND POWER-ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A INTERIOR CLEAR WIDTH OF AN EXTERIOR m cy) MEANS OF EGRESS THE CLEAR WIDTH OF BREAK OUT OPENINGS AT SWINGING OR SLIDING DOORS AND ACCESSIBLE ROUTE GATES SHALL BE 32"MIN.WHEN OPERATED IN EMERGENCY MODE. y--r C O U 0 a O C � co C � Q 36' 36' 42" 42' 43"MIN. O 43"MIN. z MIN. MIN. MIN. MIN. X<5 5 5 (A) (B) (C) City of Arlington (OPTION 1) (OPTION 2) (OPTION 3) Building Department APPROVED CLEAR WIDTH AT Kevin Olander-02/24/2026 180°TURN No changes authorized unless aPProved by the Building Official c 4�� CONSULTANT z_ 4"MIN... 8"MIN. 28"MIN. 36"MIN. 36"MIN. STAMP (A) (B) (OPTION 1) (OPTION 2) 6378 REGISTERED ARCH%CT PAL ETV1 SATE ASHIN - GTON REVISIONS: CLEAR WIDTH AT 38"MIN. 90°TURN 36"MIN. (OPTION 3) (OPTION 4) PHASE/DELIVERABLE ----- LT.QRNPERMIT SET i 6� IDATE: 2/2/2026 IS 9 9 DRAWN: PE PROJECT NO: 25.017 I I i 3 A M APPROVED: PE SHEET TITLE: �5��3���52�52� ACCESSIBILITY (A) (B) 60 X 60 OPTION PASSING SPACE T-TURN 20 CLEAR WIDTHS AT TURNS,ALCOVES&ACCESSIBLE ROUTES SHEET NO: Al 1 0.2 I I I I I i DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address: 16419 Smokey Point Blvd. Parcel ID No.: 31052800201000 Project Name: NorthSound Physical Therapy Project Description: Interior tenant renovation of prior bank space for physical therapy use. Primary Contact: ❑ Owner 0 Owner's Agent Owner Name: NorthSOund Physical Therapy Office No.: 360-658-8857 Email Address: marty.stanton@northsoundpt.com Cell No.: 360-631-2145 Mailing Address: 9516 State Ave City: Marysville State: WA Zip: 98270 Owner's Agent: Paul Engert Office No.: 206-225-1443 Email Address: paul@engertarchitecture.com Cell No.: 206-225-1443 Mailing Address: 773 Summit Street City: Richland State: WA Zip- 99352 LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: Mechanical DATE: 3/1/2026 ITEM. Electrical DATE: 3/1/2026 ITEM: Fire Alarm DATE: 3/1/2026 ITEM: DATE: ITEM: DATE: ITEM: DATE: 1, ❑ Owner/El Owner's Agent, hereby assumes all risk,financially and otherwise,for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain inspections will NOT be performed until the submissions are accepted, reviewed and issued.I understand additional fees will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. w6q�� Paul Engert 2/6/2026 Signature Print Name Date SAVE PRINT REV03.2022 COMMERCIAL TENANT IMPRO VEMENT For Instruction/Checklist,please click here PLEASE DO NO TREFILL TH EFO IM IF ALREADY FILLED AT TH ETIME O FAPPLICATIO l� PLEASE USE TH ECOMMUNICATIO NWITH AG INCY TAB TO UPADTE US WITH ANY CH ANG IS. Site Address: 16419 Sm ckey Point Blvd. Project Nam a NorthSound Physical Therap Project Valuation: 185,000 Project Scope of Work: Interior alteration Description of New Tenant Business Operations: Physical Therapy IBC Construction Type: V-B IBC Occupancy Type: Business Building/Space Square Footage: 2686 Num ber of Stories: O re Square Footage Per Floor: Ist: 8884 2nd: 3rd: 4th: 5th: 6th: Prim ay Contact: O Owner Architect O Engineer Contractor O mner Details Owner Nam e Coastal Corn m unity Bank Office No.: Em dl Address: Cell No.: Mailing Address: 10520 19th Ave SE City: Everett State: WA Zip: 98208 Architect Details: Architect Name Engert Architecture LLC Office No.: 206-225-1443 Em dl Address: paul@engertarchitecture.cor Cell No.: 206-225-1443 M ailing Address: 773 Sum mi Street City: Richland State: WA Zip: 99352 Professional License Num ber: 6278 Expiration Date: 11/20/2926 Engineer Details: Engineer Nam e N/A Office No.: Em dl Address: Cell No.: M ailing Address: City: State: Zip: Professional License Num ber: Expiration Date: mm/dd/yyyy Contractor Details Prim ay Contractor: Davis Schueller Office No.: 425-775-9400 Em al Address: kschueller@davisschueller.ci Cell No.: M ailing Address: City: M Lkilteo State: WA Zip: 98275 L&IContractor License Num ber: DAVISS1105PN Expiration Date: 07/12/0026 MECHANICAL SYSTEM INFO RWATIO N Mechanical Contractor: TBD Office No.: Em al Address: Cell No.: M ailing Address: City: State: Zip: L&IContractor License Num ber: Expiration Date: mm/dd/yyyy G as Piping Specification Proposed Piping M aerial: CSST O Brass 0 Black Steel Galvanized Steel Other Proposed Piping Size: O 1/2" O 5/8" 3/4" 1" l 1/2" 211 Inlet Pressure: Pressure Drop: Specific Gravity: MECH ANICAL PERMIT FEES (per unit) Type of Fixture o. of Units Additional Plan Review fees IF Air Cond. Unit< or equal to 10013tu/h Air Cond. Unit>100Btu/h Air Cond. Unit>500Btu/h Air Handling Units Base Mechanical Fee Boiler<100Btu/h>3hp Boiler>1 in Ilion Btu/h<50hp Boiler>1.5 m Ilion Btu/h<50hp IF Boiler>100Btu/h 3-15hp IF Boiler>500Btu/h 15-30hp Com m rcial Hoods -Type I Com in ecial Hoods -Type II Diffusers Dryer Ducting Ductwork(drawings required) Evaporative Coolers ExhaustNentilation Fans Fireplace/Insert/Stove Forced Air Heat<or equal to 100 Btu/h Forced Air Heat>100 Btu/h Gas Clothes Dryer Gas Fired AC <or equal to 100 Btu/h Gas Fired AC >100 Btu/h Gas Fired AC >500 Btu/h Gas Piping< or equal to 5 units Gas Piping> 5 units (plus <5 units) Heat Exchangers Heat Pum pCondensing Unit Hot Water Heat Coils M iscellaneous Appliance -regulated by m xhanical code,not otherwise specified Pkg. Units <or equal to 100btu Pkg. Units >100btu Range/Cook top-Gas Fired Refrigeration Unit <or equal to 100Btu/h Refrigeration Unit>100Btu/h Refrigeration Unit>500Btu/h Re-inspection fee (all) Residential Range Hood Unit Heaters < or equal to 100 Btu/h Unit Heaters >100 Btu/h VAV Boxes (Variable Air Volum q part of air conditioning system) Wall Heaters - Gas Fired Water Heater- Gas Fired PLUMBING SYSTEM INFO IWATIO N Plum hng Contractor: TBD Office No.: Ern al Address: Cell No.: M ailing Address: City: State: Zip: L&IContractor License Num ber: Expiration Date: mm/d d/yyyy The following item s need to be specified on the plans: ,--j Fixture specifications and equipm ait with locations. O Location and type of all backflow aysem Hies for each fixture. 7 Calculations for Grease Interceptor. 1 Pipe size and location of sanitary and potable water system s Riser diagram of waste, vent, and rain water system s including sizes. Medical gas piping riser diagram,type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Com m rcial plum ling perm is are required to subm t line drawings.A plan review fee of 65% per Table 4-6 for plum ling perm is will be assessed at tim a of subm Ital. Includes two (2) inspections with perm t. Type of Fixture N 11 o. of Units Additional Plan Review fees IF Alteration/repair piping IF Backflow Assem Hy Base Plum ling Fee IF Bath/Shower Combo Building Main Waste Clothes W,%her IF Dishwasher Floor Drains Grease Interceptor Grease Trap IF Dose Bibb IF Icem dcer/Refrigerator Irrigation—per meter Kitchen Sink& Disposal IF Laundry Tray Lavatory M ed Gas Piping<or equal to 5 inlets/outlets IF M ed Gas Piping> 5 inlets/outlets (plus < 5 inlets/outlets) M iscellaneous—regulated by plum ling code, not otherwise specified Re-inspection Fee (all) IF Roof Drains Shower(only) IF Sink(bar, service, etc.) Toilets Urinal Vacuum Breakers Water Heater Water Heater—Tankless PRO ID SED BUILDING USE New Addition/Alteration M edical Autom(live Based L Industrial O Office O Restaurant O Machine Shop Other: CRO % CO hNECTIO N Please check all appliances that are proposed or perm aiently connected to the water supply. U Ice Machine Dialysis Equip. O Air washers Coffee Urn/Espresso Hydrotherapy Equip. O Steam Generators Carbonated Bev. Dental Equip. O Dye Vats Fum eHoods Laboratory Equip. ❑Pressure Washers O Degreasers Autoclave/Sterilizers O Cooling Towers O Hot Tub/Spa O Decorative Fountain ❑Fire Sprinkler O Aquarium O Swim mrig Pools O Sprinkler w/chem i als O Lawn Irrigation O Well on property O Other: WASTEWATER DISCH ARG E Does the plum hng system currently have a grease interceptor? Yes No Don't Know Does the plum ling system currently have an oil/water separator? Yes No O Don't Know Is water used in the business process (washing, rinsing, cooling)? O Yes O No O Don't Know Does your business require a NPDES perm t? Yes 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. Print Nam a Paul Engert Date: 02/06/2026 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 26-0150 Parcel # 31052800201000 Building ID Location 16419 SMOKEY POINT BLVD Permit Type Commercial Permit Use Alteration Zone Permit # Subdivision Applicant Name Paul Engert Address 773 Summit Street Applicant Email paul@engertarchitecture. Phone 2062251443 Cell com Owner Name Coastal Community Bank Address 10520 19TH AVE SE EVERETT, WA, 98208-4276 Owner Email Phone Cell Contractor Davis Schueller Address Contractor Email kschueller@davisschueller Phone 145 775 9400 Cell .com Property Information Type/Improveme Accessory/Struct nt ure Current Use Proposed Use Current Zoning 0 Proposed Zoning Project Cost 185000 Project Value 185000 Current Use And Interior alteration Proposed Changes Lot Width Lot Depth Map Number Total Area of Building & Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 6 July 24, 2026 02:41 PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& 0 0 Setbacks Right & 0 0 Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 July 24, 2026 02:41 PM WASHINGTON Contractors License # Business Name Type Contact DAVISS1105PN Davis Schueller General Contractor Kenneth Schuller ©Community Development Online Portal Page 3 of 6 July 24,2026 02:41PM 4rtk( tot( WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0202 Commercial -Other Pass April 2, 2026 Kevin Olander 26-0233 Commercial -Other Pass April 15, 2026 Kevin Olander 26-0255 Commercial -Other Pass April 23, 2026 Brian Grieve 26-0280 Commercial - Building Incomplete April 28, 2026 Kevin Olander Final 26-0281 Commercial - Building Pass April 30, 2026 Kevin Olander Final ©Community Development Online Portal Page 4 of 6 July 24, 2026 02:41 PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Coastal Community Bank Owner 10520 19TH AVE SE EVERETT, WA, 98208-4276 Paul Engert Others 773 Summit Street 206-225-1443 Paul Engert Applicant 773 Summit Street 206-225-1443 Davis Schueller Contractor 4601 Chennault Beach 145 7759400 Rd, Mukilteo, WA 98275 ©Community Development Online Portal Page 5 of 6 July 24, 2026 02:41 PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees February 9, 2026 $0.00 $0.00 $3,700.77 $-3,700.77 T O T A L $0.00 $3,700.77 $-3,700.77 ©Community Development Online Portal Page 6 of 6 July 24, 2026 02:41 PM