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APPROVED ENG PLN BLD RESUB1 BLD2021-1385+Architectural_Plan+1.25.2022_2.48.33_PM+2640956BUILDING DATA SHEET INDEX i Approved by Fire 02/15/2022 AFM fCFGtteI'er Fire Department Connection (FDC) need to be within 50 feet of a fire hydrant. Separate permit for fire alarm Separate permit for fire sprinkler need to test for emergency radio distributive antenna (DAS) Fire lane stripping for final APPROVED BY PLANNING Mar 07 2022 LOCATION MAP N.T.S. TRUE NORTH OWNER PORT OF EDMONDS 336 ADMIRAL WAY N EDMONDS, WA 98020 PHONE: (425) 775 4588 N EMAIL: BMCCHESNEY@PORTOFEDMONDS.ORG C) N CONTACT: ROBERT MCCHESNEY N PORT OF EDMONDS ARCHITECT 'This project lies within a special flood hazard area ■ which will require an Elevation certificate: I il ) At the establishment of the first floor elevation or ■prior to the vertical construction ■ '2) At final Inspection ' ISSUED FOR BUILDING PERMIT TRUE NORTH 471 ADMRAL WAY EDMONDS, WA 98020 JANUARY 25, 2022 VICINITY MAP N.T.S. JACKSON I MAIN ARCHITECTURE P.S. 311 1 STAVE. S. SEATTLE WA 98104 PHONE: (206) 324 4800 EMAIL: KATERINA.PROCHASKA@JACKSONMAIN.COM CONTACT: KATERINA PROCHASKA CIVIL ENGINEER CG ENGINEERING, PLLC 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 PHONE: (425) 778 8500 EMAIL: JAREDU@CGENGINEERING.COM CONTACT: JARED UNDERBRINK Ira -------------- CONSTRUCTION TYPE :__IIB -----; OCCUPANCY GROUP _M,B,S1 OCCUPANT LOAD 73 Y- - - - - - - - - - - - - - - ISeparate Building Permit required: i1) Photo Voltaic (PV) system 12) Tenant Improvement 13) Plumbing --echanical---------_ r-------------------------------, �r OBTAIN ELEVATOR PERMIT FROM STATE LABOR & INDUSTRIES 3TAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES PROJECT DESCRIPTION CONSTRUCTION OF A NEW RETAIL (M), OFFICE (B), AND MAINTENANCE SHOP (S-1) WITHIN A BUILDING FOOTPRINT OF 6,650 SF. RETAIL AND MAINTENANCE SHOP WILL BE LOCATED ON LEVEL 1 AND OFFICES WILL BE LOCATED ON LEVEL 2. PROJECT IS TARGETING LEED SILVER. EXTERIOR WORK INCLUDES A REVISED CURB CUT FROM ADMIRAL WAY, REVISIONS TO EXISTING PARKING, RELOCATION OF AND NEW PARKING LOT LIGHTING, NEW LANDSCAPING, BUILDING SIGNAGE, CANOPIES, AND SUN SHADES. DEFERRED SUBMITTALS FIRE ALARM SYSTEM FIRE SPRINKLERS STEEL STAIRS BUILDING SIGNAGE SOLAR ARRAY (CONDITIONAL USE PERMIT) ELECTRICAL PERMIT SEPARATE PERMITS BLG2021-1384 - CLEARING AND GRADING BLD2021-1386 - MECHANICAL PERMIT BLD2021-1387 - PLUMBING PERMIT STRUCTURAL ENGINEER CG ENGINEERING, PLLC 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 PHONE: (425) 778 8500 EMAIL: DENNIST@CGENGINEERING.COM CONTACT: DENNIS TITUS SEPARATE PERMITS FIRE ALARM SYSTEM FIRE SPRINKLERS BUILDING SIGNAGE CONDITIONAL USE PERMIT MECH./PLUMB. ENGINEER COFFMAN ENGINEERS 1101 2ND AVE #400 SEATTLE, WA 98101 PHONE: (206) 623 0717 EMAIL: OYVI N D. NAESS@COFFMAN.COM CONTACT: OYVIND NAESS PROPERTY / ZONING SITE INFORMATION PARCEL #27032300415800 LEGAL DESCRIPTION SEC 23 TWP 27 RGE 03A PTN OF BURLINGTON NORTHERN IN FORMER GREAT NORTHER RR CO) PRTY LOC IN SEC 23 & 26 DAF BEG AT INT OF E BDY ADMIRAL WAY WITH S BDY DAYTON ST TH SELY ALG S BDY DAYTON ST 205FT M/L TO EBDY SD BURLINGTON NORTHERN RR PROP TH SW LY IN A STRAIGHT LN TAP THAT IS 205FT S WHEN MEAS AT R/A FIR N LN OF SEC 26 & 220FT SELY WHEN MEAS AT R/A FR E BDYADMIRAL WAY TH NW LY AT R/A TO E BDY SO RR 220FT M/L TO EBD ADMIRAL WAY TH NELY ALG E BDY ADMIRAL WAY TO POB EXC THE SELY 100FT THOF JURISDICTION CITY OF EDMONDS NEIGHBORHOOD 5601000 ADDRESS 336 ADMIRAL WAY EDMONDS, WA 98020 SQUARE FEET ACRES PARCEL AREA 192,407 4.34 SITE AREA 20,880 0.48 BUILDING FOOTPRINT 6,652 0.15 *APPROVED UNDER *APPROVED UNDER PLN20170029 AND PLN20210012 PLN20170029 AND PLN20210012 ZONING INFORMATION BASE ZONE CW - COMMERCIAL WATERFRONT LOCATED WITHIN THE URBAN MIXED USE II SHORELINE DESIGNATION ENVIRONMENTAL FLOOD, SEISMIC HAZARD AREA CRITICAL AREAS ALLOWED 1. MARINE -ORIENTED SERVICES. 2. RETAIL USES WHICH ARE EITHER MARINE -ORIENTED OR PEDESTRIAN -ORIENTED. 3. OFFICES. 4. LOCAL PUBLIC FACILITIES WITH MARINE - USES (ECDC 16.55.010) ORIENTED SERVICES. PERMITTED SECONDARY USES: OFF-STREET PARKING AND LOADING. PROPOSED RETAIL, OFFICE, MAINTENANCE SHOP, W/ PARKING FLOOR AREA RATIO ALLOWED NA HEIGHT/STORIES ALLOWED 30' FROM 14' BASE ELEVATION; 2 STORIES (ECDC 16.55.020) PROPOSED 29'-9" REQUIRED SET BACK (ECDC 16.55.0201 PROPOSED SETBACK (15' FT) FROM LINE ADJACENT TO R ZONED PROPERTY (15' FT) LANDWARD OF BULKHEADS FOR N/A BUILDINGS (60' FT) LANDWARD OF BULKHEAD PARKING MAX. ALLOWABLE LOT COVERAGE N/A ECDC 16.55.020 LOT COVERAGE BUILDING FOOTPRINT 6,650 sf 31.8% SIDEWALKS, PAVING, TRASH ENCLOSURE 12,816 sf 61.4% TOTAL IMPERVIOUS AREA 19,466 sf 93.2% LANDSCAPE AREA 1,414 sf 6.8% PARKING SUMMARY REQUIRED PARKING PER ECDC 17.50.070 B, THE DOWNTOWN BUSINESS AREA CONSISTS OF ALL LAND ZONED BC, BD OR CW AND LOCATED IN THE AREA EAST OF PUGET SOUND, SOUTH OF EDMONDS STREET, WEST OF SEVENTH AVENUE AND NORTH OF PINE STREET. PER ECDC 17.50.010.C.1, ALL NEW BUILDINGS IN THE DOWNTOWN BUSINESS AREA SHALL PROVIDE PARKING AT A FLAT RATE OF ONE PARKING STALL FOR EVERY 500 SQ. FT. OF GROSS FLOOR AREA. GROSS FLOOR AREA 12,000 SF PARKING PROVIDED 24 PARKING REQUIRED 24 BICYCLE PARKING NONE REQUIRED PROPOSED PARKING DIMENSION TYPE TAG QTY PROPOSED 8.5'X 16.5' ELECTRIC VEHICLE EV 2 8.5' X 16.5' STANDARD S 20 8.5' X 19.0' ACCESSIBLE V 2 TOTAL 24 BICYCLE PARKING 2 LANDSCAPING REQUIREMENTS REQUIREMENTS PER ECDC 20.13.020 AND 20.13.025 1. PLANTING AREAS MIN. 4'-0"WIDE BETWEEN CURBS. 2. LANDSCAPING PROVIDED IN ADJACENT RIGHT-OF-WAY BETWEEN PL AND CURB OR STREET EDGE. 3. STREET TREES PLANTED PER CITY'S STREET TREE PLAN. 4. STREET TREES INSTALLED W ITHIN 4'-0" OF EITHER SIDE OF PL. . 5. LANDSCAPING TALL ENOUGH TO SOFTEN DUMPSTER ENCLOSURES LOCATED IN PLANTING AREAS. 6. TREES AND LARGE SHRUBS PLANTED MIN. 5'-0" FROM WATER/SEWER LINES. PLANTINGS TO BE IN RELATION TO UTILITY LINES. 7. UTILITY BOXES TO BE SCREENED W/ LANDSCAPING. 8. BLANK BUILDING WALLS TO BE SOFTENED BY LANDSCAPING. 9. TYPE IV LANDSCAPING REQUIRED ALONG NORTHERN PL, ADJACENT TO ADMIRAL WAY. BUILDING CODE INFORMATION BUILDING DATA CONSTRUCTION TYPE (IBC SECTION 602) II-B FIRE SPRINKLERED YES HEIGHT/STORIES (WSBC 504.3 AND 504.4) ALLOWED 55'-0" B 4 STORIES M 3 STORIES S-1 3 STORIES PROPOSED 30' FROM 14' BASE ELEVATION; 2 STORIES BUILDING AREA (GROSS) (WSBC 506.2) ALLOWED B 69,000 SF SF I M 37,500 1 S-1 52,500 SF PROPOSED 12,000 SF PROPOSED OCC. CLASSIFICATION OCC. JAREA (SF) STORAGE RETAIL OFFICE S-1 M B 0,499 4179 2,320 8,489 5200 TOTAL 9,150 11,699 SEPARATION REQUIREMENTS (TABLE 508.4) INONE FIRE RATING FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS PER WSBC TABLE 601 BEARING WALLS EXTERIOR 0 HOURS BEARING WALLS INTERIOR 0 HOURS NON BEARING WALLS EXTERIOR 0 HOURS NON BEARING WALLS INTERIOR 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF CONSTRUCTION 0 HOURS FIRE RESISTANCE REQUIREMENTS FOR EXTERIOR WALLS PER WSBC TABLE 602 NORTH (X> 30) 0 HOURS EAST (X>=30) 0 HOURS SOUTH (X> 30) 0 HOURS WEST >=301I 0 HOURS ALLOWABLE OPENINGS MAX. AREA OF EXTERIOR WALL OPENINGS PER WSBC TABLE 705.8 NORTH (X> 30) NO LIMIT EAST (X> 30) NO LIMIT SOUTH (X> 30) NO LIMIT WEST X>=30 NO LIMIT EGRESS CALCULATIONS PER WSBC TABLE 1004.1.2. OCC. CLASSIFICATION OCC. AREA (SF) MAX. FLOOR AREA OCCUPANTS STORAGE S-1 RETAIL M OFFICE B 3,400 2,320 3,430 300 SF / OCC. 60 SF/OCC. 150 SF / OCC. 11 39 23 TOTAL 73 TOTAL EXITS PER TABLE 1006.3.2 REQUIRED 2 PER STORY PROVIDED LEVEL 1: 2 FOR RETAIL, 2 FOR MAINTENANCE SHOP LEVEL 2: 2 FOR OFFICE PLUMBING FIXTURES REQUIRED PLUMBING FIXTURES PER WSBC TABLE 2902.1., 2902.5 OCCUPANCY W.C. LAV. URINAL STORAGE S-1 1 1 1 1 PER 100 1 PER 100 OFFICE B 2 2 1 1 PER 25 OL=<50 1 PER 40 OL=<80 TOTAL PROVIDED 3 3 2 PLUMBING FIXTURES FOR 'M' USE TO BE INCORPORATED IN FUTURE TENANT IMPROVEMENT, SEPARATE PERMIT. DRINKING FOUNTAINS: PER 2902.5 OCCUPANT LOADS OVER 30 SHALL HAVE ONE DRINKING FOUNTAIN FOR THE FIRST 150 OCCUPANTS. DRINKING FOUNTAINS PROVIDED: 2 ELECTRICAL ENGINEER HARBOR POWER ENGINEERS INC. 815 1 STAVE. #343 SEATTLE, WA 98104 1404 PHONE: (206) 855 4600 EMAIL: EDDAVID@HARBORPOWER.NET CONTACT: ED DAVID SHEET NO. SHEET NAME GENERAL G0.00 COVER SHEET G0.01 PROJECT INFO. AND ANNOTATION KEY G0.02 ENERGY CODE / GREEN BUILDING INITIATIVES / AREA PLANS G0.03 INTERIOR ACCESSIBILITY DETAILS G0.04 EXTERIOR ACCESSIBILITY DETAILS CIVIL REFER TO SEPARATE FILL/GRADE PERMIT BLD2021-1384 C1. COVER SHEET & GENERAL NOTES C2.1 -TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TE RY EROSION CONTROL DETAILS C3.1 GRADING RAINAGE PLAN & DETAILS C3.2 GRADING & DR GE DETAILS C4.1 WATER & SEWER P C4.2 WATER & SEWER DETAILS C5.1 SITE & STREET IMPROVE FFIC CONTROL PLAN & DETAILS C5.2 SITE & STREET IMPR MENT DETA C5.3 TRAFFIC CONIFA< DETAILS LANDSCAPE L1.0 NDSCAPE IRRIGATION PLAN 1_2. LANDSCAPE PLANTING PLAN ARCHITECTURAL A0.00 SITE DEMOLITION PLAN A1.00 SITE PLAN A1.01 SITE PLAN DETAILS A2.01 FLOOR PLAN - LEVEL 01 A2.02 FLOOR PLAN - LEVEL 02 A2.03 ROOF PLAN A2.11 REFLECTED CEILING PLAN - LEVEL 01 A2.12 REFLECTED CEILING PLAN - LEVEL 02 A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS 1 A4.02 BUILDING SECTIONS 4.1 L C I N A5.21 INTERIOR ELEVATIONSWWWWW 1 A5.22 INTERIOR ELEVATIONS A6.02 VERTICAL CIRCULATION ELEVATOR A7.01 STOREFRONT / WINDOW SCHEDULE A7.02 DOOR, HARDWARE, ROOM FINISH SCHEDULE A8.01 WALL, FLOOR AND ROOF ASSEMBLIES A8.02 EXTERIOR DETAILS A8.03 EXTERIOR DETAILS A8.04 INTERIOR DETAILS A8.05 INTERIOR DETAILS 1 A8.06 INTERIOR DETAILS 8.0 AC I L A A D 1 A8.08 COLUMN FURR DETAILS HHE STRUCTURAL S1.1 STRUCTURAL NOTES S1.2 STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 SECOND FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 STEEL ELEVATIONS S3.2 STEEL ELEVATIONS S4.1 SCHEDULES S5.1 FOUNDATION DETAILS S6.1 LIGHT GAGE STEEL FRAMING DETAILS S7.1 STEEL FRAMING DETAILS S7.2 STEEL FRAMING DETAILS S7.3 STEEL FRAMING DETAILS MECHANICAL M0.1 COVER SHEET AND GENERAL INFO M0.2 SPECIFICATIONS M0.3 SCHEDULES M0.4 SCHEDULES M1.1 FLOOR PLAN LEVEL 1 M1.2 FLOOR PLAN LEVEL 2 M1.3 ROOF PLAN M2.1 DETAILS PLUMBING P0.1 COVER SHEET AND GENERAL INFO P0.2 SPECIFICATIONS P0.3 SCHEDULES P1.1 UNDERGROUND FLOOR PLAN P1.2 FLOOR PLAN LEVEL 1 P1.3 FLOOR PLAN LEVEL 2 ELECTRICAL E0.00 SYMBOLS AND ABBREVIATIONS E0.01 LIGHTING FIXTURE SCHEDULE AND PRODUCT INFORMATION E0.02 LIGHTING FIXTURE PRODUCT INFORMATION E1.00 SINGLE LINE WIRING DIAGRAM E2.00 SITE PLAN E3.00 POWER PLAN - FIRST FLOOR E3.01 POWER PLAN - SECOND FLOOR E3.02 POWER PLAN - ROOF E4.00 LIGHTING PLAN - FIRST FLOOR LIGHTING PLAN - SECOND FLOOR E4.01 City Of Edmonds Building Department Work NEW ADMIN BUILDING Addre S 471 ADMIRAL WAY Owner PORT OF EDMONDS Appro ed Date 3/03/2022 ---------------------------------------------- Buildin Official ; W. W O�[L ------------------------------------------------ .--------------------------------------------- Permit Number' ___ BLD2021-1385 ___-________ LANDSCAPE ARCHITECT BETHUNE ASSOCIATES INC. 24813 247TH PL SE MAPLE VALLEY, WA 98038 PHONE: (425) 432 9877 EMAIL: LAUCH@BETHUNEASSOCIATES.COM CONTACT: LAUCHLIN BETHUNE APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE FIRE PROTECTION COFFMAN ENGINEERS 1101 2ND AVE #400 SEATTLE, WA 98101 PHONE: (206) 5210745 EMAIL: GRAMLICH@COFFMAN.COM CONTACT: DAVID GRAMLICH JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 co Q Z O O 0 w W � J Q LL p 0 9 U) 0 Q-o �oz of Z W Q 0 J(y,p U(y)w U/ Z V 0 Z cn O CN � J W 0 � o co VJ W C <�(n 0 �2 U 0 C) QO Q IOW 12 H Z H_ w HZ Z O J O Q W W W W U �0ZU' U'Of w W mD'WZZ = Q 2 0 0 o 0 0 m O J J Q YWZWmmz YW)W00 H W W 0 LL LL U U Z Z W ,LD 0wwof O cn U cn Z) Z)W aoaoSQLn° O Z N N N N N (V N W 0 N 0 N 0 N 0 N 0 N 0 N Q Lo (O N O LO LO p 04 N O O O N N 0 co 0 (O 0 0- 0 o 10219 REGISTERED ARf:l-HT'Ff`T 7/,J� Vfff!!! N PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP COVER SHEET GOmOO JACKSON I MAIN ARCHITECTURE P.S. © 2021 ARCHITECTURAL ABBREVIATIONS PRESERVATIVE TREATED WOOD NOTE: ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER A.B. AIR BARRIER D.P. DOOR PROTECTION GD. GRID LINE MTL. METAL R.C.P. REFLECTED CEILING PLAN T.O.C. TOP OF CURB A.C.P. ACOUSTICAL CEILING PANEL D.S. DOWNSPOUT GR. GRADE MULL. MULLION R.D. ROOF DRAIN T.O.P. TOP OF PARAPET ALL WOOD IN CONTACT WITH CONCRETE, EXPOSED TO WEATHER, SOIL, WATER OR A.D.A. AMERICANS WITH DISABILITIES D.W. DISHWASHER GT. GROUT R.F. RUBBER FLOORING T.S. TRANSITION STRIP INTERIOR HIGH MOISTURE CONDITIONS SHALL BE PRESERVATIVE TREATED OR SHALL BE ACT OF NATURALLY DURABLE SPECIES. PRESERVATIVE TREATMENT SHALL MEET THE DBL. DOUBLE GYP. GYPSUM (N) NEW R.O. ROUGH OPENING TE. TERRAZZO REQUIREMENTS OF A.W.P.A. FOR THE APPLICABLE USE CATEGORIES. THE CONTRACTOR A.F.F. ABOVE FINISHED FLOOR DEMO. DEMOLISH(ED) or DEMOLITION GYP. BD. GYPSUM BOARD N. NORTH R.O.W. RIGHT OF WAY TEMP. TEMPORARY or TEMPERATURE IS RESPONSIBLE TO ENSURE THE PRESERVATIVE TREATED WOOD IS RATED FOR THE A.H.J. AUTHORITIES(ITY) HAVING DEPT. DEPARTMENT GYP. GYPSUM CEMENT N.F.R.C. NATIONAL FENESTRATION R.P. REFERENCE POINT THK. THICK(NESS) USE REQUIREMENTS FOR EACH APPLICATION DESCRIBED AS FOLLOWS: JURISDICTION dia. DIAMETER CEM. RATING COUNCIL R.S. RUBBER SHEET FLOORING TRANS. TRANSFORMER UC1: INTERIOR USE AND INSECT PROTECTION ONLY A.I.A. AMERICAN INSTITUTE OF DIM. DIMENSION GYP. SH. GYPSUM SHEATHING N.I.C. NOT IN CONTRACT R.T. RUBBER TILE TYP. TYPICAL UC2: INTERIOR DAMP CONDITIONS ARCHITECTS DISP. DISPENSER or DISPOSAL N.T.P. NOTICE TO PROCEED RECT. RECTANGULAR UC3A: EXTERIOR USE, NO GROUND CONTACT AND PROTECTED FROM WEATHER A.N.S.I. AMERICAN NATIONAL DN. DOWN H.B. HOSE BIB N.T.S. NOT TO SCALE REF. REFERENCE or REFER TO U.F.C. UNIFORM FIRE CODE UC3B: EXTERIOR USE, NO GROUND CONTACT BUT EXPOSED TO WEATHER STANDARDS INSTITUTE UC4A: GROUND AND/OR FRESH WATER CONTACT A.O.R. ARCHITECT OF RECORD DR. DOOR H.M. HOLLOW METAL N/A NOT APPLICABLE or NOT REFR. REFRIGERATOR U.L. UNDERWRITERS LABORATORIES UC4B: HEAVY DUTY GROUND AND/OR FRESH WATER CONTACT A.P. ACCESS PANEL DTL. DETAIL H.P. HIGH BUILD GLAZED COATING AVAILABLE REINF. REINFORCE(D) or (ING) U.N.O. UNLESS NOTED OTHERWISE UC5A: BRACKISH OR SALT WATER EXPOSURE DWG(S). DRAWING(S) PAINT NOM. NOMINAL RELOC. RELOCATE(D) or (TION) U.O.S. UNDERSIDE OF STRUCTURE AT ALL CONDITIONS WHERE TREATED WOOD AND ALUMINUM ARE ADJACENT TO EACH A.S.T.M. AMERICAN SOCIETY FOR TESTING AND MATERIALS H.V.A.C. HEATING, VENTILATING, AIR REM. REMOVAL or REMARK U.P.S. UNINTERRUPTED POWER SUPPLY OTHER (TO PREVENT DIRECT CONTACT). PROVIDE CONTINUOUS SELF -ADHERING A/C AIR CONDITIONING (E) EXISTING CONDITIONING O.C. ON CENTER REPL. REPLACE U.S.P.S. UNITED STATES POSTAL SERVICE FLEXIBLE MEMBRANE FLASHING ABV. ABOVE E. EAST HD HANDRAIL O.D OUTSIDE DIAMETER or OUTSIDE READ. REQUIRED U.V. UNIT VENTILATOR or ULTRA ADDL. ADDITIONAL E.J. EXPANSION JOINT HDW . HARDWARE DIMENSION RES. RESIDENCE or (TIAL) VIOLET ADJ. ADJUST(ABLE) E.O.R. ENGINEER OF RECORD HDWD. HARDWOOD O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED RET. RETENTION or RETURN UNF. UNFINISHED AGG. AGGREGATE E.P. EXTERIOR PAINT HR. HT. HOUR HEIGHT O.F.O.I. O FURNISHED, OWNER RET.W. RETAILING WALL UNTR. UNTREATED ALT. ALTERNATE OR ALTERNATIVE EA. EACH LED INSTALLED REV. REVISE(D) or (ION) UTIL. UTILITIES ALUM. ALUMINUM EL.D. ELECTROSTATIC DISSIPATIVE / I.B.C. INTERNATIONAL BUILDING CODE O.L. OCCUPANT LOAD RM. ROOM ANOD. ANODIZED STATIC CONTROL FLOORING O.L.F. OCCUPANT LOAD FACTOR RND. ROUND V. VOLTS ASSOC. ASSOCIATION(S) ELEC. ELECTRIC(AL) I.C.C. INTERNATIONAL CODE COUNCIL O.S.B. ORIENTED STRAND BOARD RSF. RESURFACE V.B. VAPOR BARRIER ELEV. ELEVATOR I.F.C. INTERNATIONAL FIRE CODE O.T.S. OPEN TO STRUCTURE RSVR. RESERVOIR V.C.T. VINYL COMPOSITION TILE EMER. EMERGENCY I.M.C.TERNATIONAL MECHANICAL V.D. VOLUME DAMPER B.G. BUMPER GUARD CODE OPP. OPPOSITE B.O. BOTTOM OF ENCL. ENCLOSURE I.P. INTERIOR PAINT OPT. OPTION(AL) S. SOUTH V.E. VALUE ENGINEERING B.P. BUILDING PAPER EPX. EPDXY (PAINT) I.P.C. INTERNATIONAL PLUMBING CODE ORIG. ORIGIN(AL) S.A.M. SELF ADHERING MEMBRANE V.E.C.P. VALUE ENGINEERING CHANGE B.T.B. BACK TO BACK EPX.F. EPDXY FLOORING IN. INCH OVHD. OVERHEAD S.C. SOLID CORE PROPOSAL B.U.R. BUILT UP ROOF EQ. EQUAL INCL. INCLUDE(D) or (ING) s.f. SQUARE FEET (FOOT) V.G. VERTICAL GRAIN or VARIABLE GRADE B.W. BACK OF WALK or BOTTOM WIDTH EQP. ETC. EQUIPMENT ET CETERA INSUL. INSULATE(D) or INSULATION P. PAINT(ED) S.G. SANDED GROUT V.I.F. VERIFY IN FIELD FIRE AND LIFE SAFETY NOTES BD. BOARD INT. INTERIOR or INTERSECTION P.B. PROFILE BASE S.M.A.C.N. SHEET METAL &AIR V.T. VINYL TILE BLDG. BUILDING EXT. EXTERIOR P.C. PORTLAND CEMENT or PRECAST A. CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION V.W. VARIABLE WIDTH BLK. BLOCK JAN. JANITOR CONCRETE VAR. VARIES A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS BLKG. BLOCKING FUTURE JAN. C. JANITOR'S CLOSET.P.M. P.C.P..P. PRECAST CONCRETE PAVERS S.P. STANDPIPE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN BM. BEAM or BENCH MARK F. F.C.P. FIBER CEMENT PANEL P.L. PROPERTY LINE or PLATE SINGLE PLY MEMBRANE VERP. VERTICAL PANEL COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING BTWN. BETWEEN F.C.S. FIBER CEMENT SIDING JCT. JUNCTION P.O.C. POINT CONNECTIONVATIVE S.S. SOLID SURFACE VERT. VERTICAL CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM F.E. FIRE EXTINGUISHER &BRACKET JST. JOIST P.T. PRESERVATIVE TREATED R S.S.M.R. STANDING SEAM METAL ROOF VI.B. VINYL BASE APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN F.E.C. FIRE EXTINGUISHER CABINET JT. JOINT S.Sti. STAINLESS STEEL VOL. VOLUME ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION C.B. CATCH BASIN P.U.D. PLANNED URBAN DEVELOPMENT STANDARDS. C.B.B. CEMENTITIOUS BACKER BOARD F.F. FINISHED FLOOR K.D. KNOCK DOWN or PLANNED UNIT DEVELOPMENT S.T.C. SOUND TRANSMISSION CLASSIFICATION W. WEST or WIDTH or WIDE B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE C.G. CORNER GUARD F.F.E. FINISHED FLOOR ELEVATION K.O. KNOCK OUT PAT. PAVER TILE REQUIREMENTS OF THE MOST RESTRICTIVE PREVAILING BUILDING CODE F.O. FACE OF PANL. PANEL S.V. SHEET VINYL W.C. WATER CLOSET GOVERNING EDITION F ) OR SMOKE DENSITY AND FLAME SPREAD. C.J. CONTROL JOINT F.O.C. FACE OF CONCRETE K.P. KICKPLATE PED. PEDESTRIAN S.V.T. SOLID VINYL TILE W.C.O. WALL CLEANOUT C. PROVIDE EMERGENCY EXIT / EGRESS ILLUMINATION AND SIGNAGE WHERE C.L. CENTER LINE or CHAIN LINK F.O.F. FACE OF FINISH PEN. PENETRATION SAN. SANITARY W.F. WIDE FLANGE REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA C.M.U. CONCRETE MASONRY UNIT L.O.C. LIMITS OF CONSTRUCTION SCHED SCHEDULE W.G. WIRE GLASS (CURRENT EDITION). C.O. CLEAN OUT F.O.M. FACE OF MASONRY L.V.T. LUXURY VINYL TILE PERF. PERFORATE(D) . SECT. SECTION .. W.H. WATER HEATER D. REFER TO A8.00 SERIES FOR SPECIFIC WALL, FLOOR AND ROOF ASSEMBLY TYPES C.R. CHAIR RAIL F.O.S. FACE OF STUD or FACE OF STEEL LAM. LAMINATE(D) PERIM. PERIMETER RELATING TO FIRE RATINGS. F.O.W. FACE OF WALL PKG. PARKING or PACKAGE SIM. SIMILAR W.O.M. WALK OFF MAT E. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES. C.W. COLD WATER F.R.T.W. FIRE RETARDANT -TREATED LAV. LAVATORY PLAM. PLASTIC LAMINATE SPEC. SPECIFICATION(S) W.P. WATERPROOF(ING) F. BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. CAB. CABINET WOOD . LN LINOLEUM SQ. SQUARE W.P.M. WATERPROOFING MEMBRANE G. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY CLG. CEILING FIN. FINISHED) PLWD. PLYWOOD STD. STANDARD W.R.B. WEATHER RESISTANT BARRIER LIGHTING WITH ELECTRICAL ENGINEER. CLO. CLOSET FLR. FLOOR(ING) M.D.F.MEDIUM DENSITY FIBERBOARD PR. PAIR STOR. STORAGE W.S. WATERSTOP or WAINSCOT H. THE COMPLETED BUILDING WILL NEED TO BE TESTED AND COMPLY WITH THE CLR. CLEARANCE FND. FOUNDATION ( ) M.E.P. MECHANICAL, ELECTRICAL, & PRCST. PRECAST STRUC. STRUCTURE W.S.F. WELDED SHEET FLOORING DISTRIBUTED ANTENNA SYSTEMS (DAS). THE CABLING FOR THIS SYSTEM WILL NEED COL. COLUMN PLUMBING PRE -FIN. PRE -FINISH TO COMPLY WITH THE RATINGS FROM THE LOCAL FIRE DEPARTMENT. FIRM. FRAME (D) PROP. PROPERTY SUB. SUBSTITUTION W.TR. WINDOW TREATMENT I. STANDPIPES ARE REQUIRED IN EACH INTERIOR STAIRWELL AT BUILDING. STANDPIPE CONC. CONCRETE FT. FOOT or FEET M.R. MOISTURE RESISTANT PL.T. PORCELAIN TILE SUPP. SUPPLEMENT or SUPPLY ER () W.W.F. WELDED WIRE FABRIC CONNECTIONS ARE REQUIRED AT EACH INTERMEDIATE STAIR LANDING UNLESS COND. CONDITION AL CONDITION(AL) FURN. FURNISH MAINT. MAINTENANCE SURF. SURFACE W/ WITH OTHERWISE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. CONT. CONTINUE(UOUS) FURR. FURRING MANF. MANUFACTURE(R) or (D) SUSP. SUSPEND(ED) W/O WITHOUT J. GC TO INSTALL 2 WAY COMMUNICATION SYSTEMS PER ADOPTED BUILDING CODE AT CP. CARPET MATL. MATERIAL Q.A. QUALITY ASSURANCE ALL ELEVATOR FLOOR LANDINGS, OTHER THAN THE LEVEL OF EXIT DISCHARGE. CP.T. CARPET TILE MAX. MAXIMUM Q.C. QUALITY CONTROL SWK. SIDEWALK WA.B. WALL BASE K. AS DIRECTED BY THE LOCAL FIRE MARSHAL, BUILDING SHALL COMPLY WITH LOCAL G.A. GYPSUM ASSOCIATIONYM. Q.T.QT QUARRY TILE SYMBOL or SYMMETRICAL WA.C. WALL COVERING JURISDICTION'S EMERGENCY RESPONDER RADIO COVERAGE PROVISIONS AND CSMT. CASEMENT G.B. GRAB BAR MECH. MECHANIC(AL) QTY. QUANTITY WA.P. WALL PROTECTION / WALL PANEL PREVAILING FIRE CODE. EMERGENCY RESPONDER RADIO SIGNAL STRENGTH SHALL CSWK. CASEWORK G.W.B. GYPSUM WALL BOARD MEMB. MEMBANE T&B TOP & BOTTOM WD. WOOD MEET OR EXCEED THE JURISDICTIONAL REQUIREMENT FOR EACH FLOOR, WITHIN CTR. CENTER GAUGE MIN. MINIMUM or MINUTE T&G TOP & GROOVE WT. WEIGHT ELEVATORS AND CONTROL ROOMS REQUIRING SUCH. GC SHALL PROVIDE AN CV.B. COVE BASE 9 a MISC. MISCELLANEOUS R. RISER T. TREAD ALLOWANCE TO ADJUST SYSTEM WITHIN THE STRUCTURE POST TESTING, IF GA. GALVANIZED MTD. MOUNTED R.A.F. RESILIENT ATHLETIC FLOORING REQUIRED BY JURISDICTION. GAR. GARAGE R.B. RUBBER BASE T.O. TOP OF YD. YARD(S) TYPICAL SYMBOLS NUMBER LETTER VIEW 1 1� A1.01 A1.0 SHEET VIEW 1 A1.0 SHEET VIEW 1 A1.0 SHEET VIEW I 1 4 A1.01 2 SHEET 3 VIEW 1 A1.0 SHEET I VIEW 1 A1.01 JSHEET VIEW 1 A1.01 SHEET REFERENCE GRID LINES OVERALL BUILDING SECTION PARTIAL BUILDING SECTION WALL SECTION INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE CALL OUT DETAIL REFERENCE NORTH ARROW ELEVATION 100' - 0' DATUM DATUM TAG v T PARAP NAME / ELEVATION 100'-0� DATUM SPOT LOCATION ELEVATION LOCATION TAG (IN PLAN) ROOM i NAME Room name 101 ROOM ROOM TAG NUMBER 150 SF, AREA CENTER LINE SEE ASSEMBLY SHEET FOR F# MORE FLOOR/ROOF TAG INFORMATION SEE WALL ASSEMBLY Sit SHEET FOR 1A 1 MORE WALL TAG INFORMATION RM # 101 OCC. R-2 AREA 450 OLF 1: 200 OL 3 FIRE EXTINGUISHER EXIT LIGHTING EGRESS ARROW AND OCCUPANT LOAD EXITING EGRESS DIRECTION PATH OF TRAVEL ROOM TAG / OCCUPANT LOAD CALCULATOR TYPICAL HATCHES ALUMINUM 0 CONCRETE EARTH (UNDISTURBED - 45 DEG) EARTH (DISTURBED / COMPACTED FILL - 90 DEG) INSULATION, BATT INSULATION, RIGID GLASS 0 o GRAVEL GYPSUM WALL BOARD LUMBER, FINISHED CONCRETE MASONRY (CMU) MASONRY, BRICK/VENEER PLYWOOD SAND STEEL WOOD BLOCKING WOOD MEMBER EGRESS NOTES A. THE CONTRACTOR SHALL PROVIDE ILLUMINATION AT ALL POINTS OF THE EGRESS PATH. THE EGRESS PATH SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. B. THE CONTRACTOR SHALL PROVIDE EMERGENCY EGRESS ILLUMINATION LEVEL NOT LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. THE EMERGENCY ELECTRICAL SYSTEM WHICH SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS IN THE EVENT OF A POWER FAILURE: 1. AISLES AND UNENCLOSED EGRESS STAIRWAYS. 2. CORRIDORS, AND PASSAGEWAYS. 3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE BUILDING LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED. 4. INTERIOR EXISTING DISCHARGE ELEMENTS. 5. EXTERIOR LANDINGS AT EXIT DISCHARGE DOORWAYS. 6. CONTRACTOR IS TO VERIFY LIGHT LEVELS OF THE EGRESS LIGHTING USED, THE EMERGENCY LIGHT FIXTURES SHOWN ON THE PLAN ARE CONCEPTUAL ONLY. C. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ONSITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH THE 2018 IBC AND COUNTY OF SNOHOMISH AMENDMENTS. D. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN A CORRIDOR IS MORE THAN 100FT OR THE LISTED VIEWING DISTANCE FOR THE SIGN WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. E. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. F. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE. APPLICABLE CODES GENERAL NOTES A. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS IN ONE CLEAN, RED -LINED, FULL SIZE SET IDENTIFYING ALL DESIGN, MATERIAL AND SPECIFICATION CHANGES MADE THROUGHOUT CONSTRUCTION TO THE OWNER. B. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. C. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. D. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. E. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. F. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT. G. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. H. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. DIMENSION CONVENTIONS A. DO NOT SCALE FROM DRAWINGS: ALL DIMENSIONS INDICATED AS V.I.F. OR'+/-' SHALL BE FIELD VERIFIED AND COORDINATED WITH THE WORK OF ALL TRADES. WHEN DIMENSION INDICATED AS 'CLEAR OR 'CLR, THE DIMENSIONS ARE TO THE FACE OF FINISH AND CODE REQUIRED. CODE REQUIRED DIMENSIONS ARE SHOWN THROUGHOUT THE DOCUMENTS AND ARE APPLICABLE IN ALL CONDITIONS. B. DIMENSIONING STANDARDS: DIMENSIONS ARE TO GRID LINE FACE OF CONCRETE. C.M.U. OR STUD, UNLESS NOTED OTHERWISE IN PLANS. C. CONTROL DIMENSIONS FOR BUILDING LOCATION IS RELATIVE TO PROPERTY LINE AND BENCHMARK DATUM ARE SET BY THE CIVIL DOCUMENTS. D. THE BUILDING DATUM IS AN ARTIFICIAL DATUM SET FROM THE SURVEY, CIVIL, TOPOGRAPHICAL CONTOURS, AND OTHER DATUMS ARE SHOWN ON THE CIVIL DOCUMENTS. E. CONTROLLING DIMENSIONS FOR THE BUILDING ARE NORMALLY SET BY THE 'W, SERIES DRAWINGS. THE "S" SERIES DRAWINGS NORMALLY SET PRIMARY STRUCTURAL ELEMENTS. CONTRACTOR SHALL HAVE RESPONSIBILITY TO COORDINATE INFORMATION OF ALL DISCIPLINES TO DETERMINE EXACT DIMENSIONS, LOCATIONS, AND OTHER INFORMATION. F. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL DRAWINGS, PLANS, AND DETAILS. NOT ALL SECONDARY DIMENSIONS ARE SHOWN ON THE STRUCTURAL DRAWINGS SUCH AS EXACT DOOR AND WINDOW LOCATIONS, WALL CONFIGURATIONS, SLAB SLOPES AND DEPRESSIONS, CURBS ETC. COORDINATION OF THE STRUCTURE WITH THE DIMENSIONS AS SHOWN ON THE DRAWINGS AND ARCHITECTURAL ITEMS EMBEDDED INTO, OR ATTACHED TO, THE STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. G. DIMENSIONAL DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS OR BETWEEN DIFFERENT DRAWINGS WITHIN THE ARCHITECTURAL SERIES, OR DIMENSIONS WHICH ARE UNABLE TO BE DETERMINED, SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION IN WRITING PRIOR TO THE FABRICATION OF MATERIALS OR COMMENCEMENT OF THE WORK. H. INTERIOR DIMENSIONS ARE AS NOTED FOR SPECIFIC OTHER DIMENSIONAL CONDITIONS, SET LAYOUT TO CONTROL POINTS AS GIVEN. I. OPEN DIMENSIONS: WHERE DIMENSIONS ARE NOT GIVEN, LAY OUT TO KNOWN CONTROL POINTS AND LAY OUT OPEN DIMENSIONS ACCORDINGLY. J. DOORS: ALL DOORS IN WOOD FRAMING ARE 4 1/2" FROM THE OUTSIDE EDGE OF THE HINGE SIDE FRAME TO THE NEAREST PERPENDICULAR SURFACE U.N.O. WHEN USED ANY DOOR IN MASONRY SHALL BE TO FACE OF MASONRY OR OFFSET 8" PER PLAN. K. WHEN USED COILING OR OVERHEAD DOORS OF ANY TYPE ARE CENTERED WITHIN INDICATED AREA U.N.O. GRAPHIC CONVENTIONS A. WALL ASSEMBLY TYPE SYMBOLS APPLY TO THE FULL LENGTH OF CONTINUOUS WALLS INCLUDING OFFSETS AND AROUND CORNERS UNLESS INDICATED OTHERWISE. B. CHANGES IN PARTITION TYPES ARE INDICATED BY DIFFERENT SYMBOLS OCCURRING AT EACH SIDE OF A TRANSITION OR INTERRUPTION, OR BY A CHANGE IN THE GRAPHICS ON THE PLAN, UNLESS REQUIRED FOR CLARITY. C. DRAWING REFERENCE SYMBOLS: DRAWINGS CROSS-REFERENCES NORMALLY ARE REFERENCED ON SMALLER SCALE DRAWINGS TO THE NEXT LARGER SCALE VIEW. FOR EXAMPLE, A BUILDING ELEVATION WILL SHOW A WALL SECTION, AND THE WALL SECTION WILL REFER TO THE LARGER -SCALE DETAILS WHICH APPLY, U.N.O. D. REFER TO LARGEST AVAILABLE DETAIL OR VIEW TO DETERMINE COMPLETE ASSEMBLY, CONDITION AND/OR DIMENSION, AND FOR SIMILAR INFORMATION. WHERE DRAFTING DISCREPANCIES OCCUR BETWEEN VIEWS OF SAME CONDITION AT DIFFERENT SCALES, THE LARGER -SCALE VIEW GOVERNS UNLESS NOTED OTHERWISE. E. DETAIL VIEWS MAY BE DRAFTED TO CONVEY ONLY PORTIONS OF THE OVERALL CONDITION AT A SPECIFIC LOCATION. REFER TO OTHER SIMILAR AND SUPPORTING VIEWS TO DETERMINE OVERALL CONDITION OR ASSEMBLY IN PLACE. DRAWING NOTATIONS ,4 JACKSON I MAIN ARCH I T E C T U RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z 0 0 0 U) Q 00 0 w�a' W �JQ LL p 0 cn 0 Q—p �OZ W Q O W(c) U cy) W V ) 0 Z (D 0 Z cn 0 CN �00 J� W >- � 0 00 W�p� Q LL M 0J� 0 �Zc)2z . �0 000�0 LLI �QO Q O W z z H- O w Q w g � d U m z CD III Of w z wLLDQ2p m LL O m w m p J Y z w pip Y W WO (n �— of w 0 LL Lu (D (D o Ocn0 nD x w of w W o Q o U) O z w N O N o N 0 N 0 N 0 I_ Q N L0 N (O N N N 0) O N L0 L0 p N 04 N � 0 � 0 r- 0 N 0 M 0 Cfl 0 r- 0 O 2018 WASHINGTON STATE BUILDING CODE (WSBC) A. TYP (TYPICAL): INDICATES THAT THE INDIVIDUAL ELEMENT NOTED OR REFERENCED 2018 WASHINGTON STATE MECHANICAL CODE IS REPRESENTATIVE OF LIKE ITEMS AND/ OR CONDITIONS WHICH ARE SHOWN IN THE 2018 WASHINGTON STATE FIRE CODE SAME DRAWING BUT FOR REASONS OF DRAFTING CLARITY ARE NOT INDIVIDUALLY 10219 2018 WASHINGTON STATE ENERGY CODE NOTED OR REFERENCED. REGISTERED 101 = TYPE DOOR TAG BREAK LINE ARfl HiT�r.T 2018 WASHINGTON STATE UNIFORM PLUMBING CODE B. SIM (SIMILAR): INDICATES THAT THE REQUIRED BUILT CONDITION DEPICTED IS NATIONAL ELECTRICAL CODE, ADOPTED BY WA STATE DEPT. OF L&I SIMILAR TO BUT NOT IDENTICAL TO THE REFERENCED VIEW. �� WASHINGTON STATE AMENDMENTS TO ICC CODES AS APPLICABLE C. CONT (CONTINUOUS): INDICATES THAT THE ELEMENT OR CONDITION SO NOTED IS �it�i�ARRO0HA8�6A EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE (ECDC) CONTINUOUS ALONG FULL EXTENT OF OVERALL ASSEMBLY SHOWN. EXAMPLE: STATE OF WASHINGTO FENESTRATION TAG REVISION ICC/ANSI A117.1-2009. "SEALANT CONT." INDICATES THAT SEALANT SHALL BE APPLIED ALONG FULL EXTENT a NUMBER W#: WINDOW / RELITE / , NUMBER REVISION TAG OF SEAM TO FORM WEATHER -TIGHT SEAL. AND LETTER S#: STOREFRONT // " \\ D. OPP (OPPOSITE): INDICATES THAT THE DRAWING REFERENCED IS DRAWN C#: CURTAIN WALL OPPOSITE -HAND TO THE CONDITION. WHEN USED IN CONJUNCTION WITH A NOTE, THE TERM REFERS TO CONDITION AT OPPOSITE SIDE OF DRAFTED CONDITION, CLOUD AREA, OR ELEMENT. WHEN USED FOR A BUILT ITEM IT REFERS TO A CONDITION CSI NUMBER WHERE THE ITEM IS INSTALLED OR OPERATED IN THE OPPOSITE DIRECTIONS, I.E. PROJECT NO.: 20184 KEYNOTE REVISION CLOUD WINDOW OPERATION. PROJECT MGR.: MC 01.00 E. CLR (CLEAR): INDICATES THAT THE DIMENSION PROVIDED IS TO FACE OF FINAL 1 DELTA FINISH, CODE OR GOVERNING BODY REQUIRES IT. NOTE: CLEAR DIMS ALWAYS TAKE DRAWN BY: MG PRIORITY TO OTHER DIMENSIONS. CHECKED BY: KP 12 CP FLOORING MATERIAL � 1/2 SLOPE INDICATOR PT TRANSITION PROJECT INFO. AND FINISH TYPE ANNOTATION KEY SLOPE / TYPE # WALL FINISH TAG SLOPE ARROW PT.` 1/2:12 G0001 JACKSON I MAIN ARCHITECTURE P.S. © 2021 L AREA CALCULATION DIAGRAMS AIR BARRIER DIAGRAMS ENERGY NOTES THERMAL ENVELOPE, AIR BARRIER(S) AND AIR BARRIER TESTING: CIRCULATION THE BUILDING WILL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR AIR BARRIER APPLICABLE ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE cu cu (NOT OCCUPIABLE*) CONSTRUCTION: CLIMATE ZONE: 4C OCCUPANCY TYPE(S): 'M' - MERCANTILE; RETAIL i> - RETAIL (M) C402.5.1 AIR BARRIERS 'B'- BUSINESS; OFFICE N 60 SF/OCC A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL 'S-1' - (MAINTENANCE SHOP) ENVELOPE. THE AIR BARRIER SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUSIDE OF THE BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THIS DESIGN IS IN CONFORMANCE WITH THE PRESCRIPTIVE BUILDING ENVELOPE m ACCESSORY THE ENVELOPE, OR ANY COMBINATION THEREOF. THE AIR BARRIER SHALL COMPLY WITH REQUIREMENTS OF WSEC SECTION C402 AND AS NOTED BELOW FOR EACH BUILDING o EQUIP. R. 300 SF/OCC SECTIONS C402.5.1.1 AND C402.5.1.2. COMPONENT AND / OR PORTION OF THE BUILDING. E STORAGE (S-1) A. THE GC SHALL PROVIDE FOR THE COMPLETED BUILDING ENVELOPE TO BE TESTED BUILDING ENVELOPE REQUIREMENTS; JACKS 0 N MAIN in 300 SF/OCC PER SECTION C402.5.1.2. THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL FULLY CONDITIONED: FULL BUILDING A R C H I T E C T U R E NOT EXCEED 0.25 CFM/SQUARE FOOT AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES 311 FIRST AVENUE SOUTH Q WATER GAUGE AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE p LU WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. BUILDING ELEMENTS (PER TABLE C402.1.3): SEA206 324.480004 w WWW.JACKSONMAIN.COM B. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY ROOF ASSEMBLY: CD VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE R-38 (7") POLYISO CONTIN. INSULATION ABOVE BUILDING OWNER AND THE CODE OFFICIAL. DECKING RESUB FIRE C. REFER TO A8 SERIES FOR AIR/MOISTURE BARRIER LOCATION, DETAILS AND WALL ASSEMBLIES: IS MECH. RR. REQUIREMENTS. METAL FRAMED WALLS w/ R-21 (6") FIBERGLASS Jan 26 2022 0 BATT INSULATION. CITY OFEDMONDS 9 IIIIII DEVELOPMENT SERVICES W PART ELE C402.5.1.1 AIR BARRIER CONSTRUCTION DEPARTMENT C6 w CAGE ACH! % nnT� THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE + R-10 (2.0") POLYISO RIGID FOAM CONTINUOUS C7 W ��uu FOLLOWING: INSULATION LAYER AT EXTERIOR FACE 1. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE U) THERMAL ENVELOPE OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. FLOOR(S): BLD2021-1385 RR. 2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS SLABS ON GRADE: R-10 (2") XPS RIGID FOAM VERTICALLY TO A DEPTH IN PLACES AND CHANGES IN MATERIALS. THE JOINT FOR ITS ENTIRE LENGTH SO AS OF 24" AROUND ENTIRE SLAB PERIMETER. L RR. NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL METAL JOIST / FRAMING STEEL FLOOR JOIST SYSTEMS SHALL BE U VENTILATION. INSULATED TO R-38 + R-10 C. 1. PER TABLE C402.1.3. 3. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN OPAQUE DOORS AND GLAZING: THE SAME MANNER OR TAPED OR COVERED WITH MOISTURE VAPOR -PERMEABLE REFER TO WINDOW AND DOOR SCHEDULE SHEET SERIES A7.00 FOR OPAQUE DOOR, WRAPPING MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE GLAZING AND WINDOW REQUIREMENTS Q LEVEL 01 CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY INSTALLED AROUND THE PENETRATIONS SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE GENERAL INSULATION AND ENERGY CODE NOTES: Z IMPAIR THE PENETRATIONS' ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE A. EXPOSED INSULATION MATERIALS, INCLUDING FACINGS AND VAPOR BARRIERS, FROM WIND, STACK EFFECT, AND MECHANICAL VENTILATION. SEALING OC SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DENSITY NOT 0 0 ACCESSORY CONCEALED FIRE SPRINKLERS, WHERE REQUIRED, SHALL BE IN A MANNER THAT IS TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR N EQUIP. R. RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS CEILING SURFACE. 2i U 0 300 SF/OCC SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND Q 0 Q 00 WALLS OR CEILINGS. B. ALL INSULATION WILL STRICTLY CONFORM TO THE REQUIREMENTS OF UL LISTING OFFICE (B) 4. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8. WHERE WHERE USED IN UL RATED ASSEMBLIES W W Q 150 SF/ OCC SIMILAR OBJECTS ARE INSTALLED WHICH PENETRATE THE AIR BARRIER, PROVISIONS Q J SHALL BE MADE TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER. LIGHTING CONTROLS: A. WHERE REQUIRED FOR DESIGNED COMPLIANCE WITH ENERGY CODE INTERIOR AND Q - CIRCULATION EXTERIOR LIGHTING SHALL BE PROVIDED WITH DEDICATED LIGHTING CONTROLS, (NOT OCCUPIABLE*) OCCUPANCY SENSORS, DAYLIGHT RESPONSIVE CONTROLS AND DAYLIGHT ZONES, Q AIR BARRIER PRESSURE BOUNDARY WITH EXTERIOR ETC. PER WSEC SECTION C405.2 z AIR BARRIER PRESSURE BOUNDARY BTWN INTERIOR z Q 0 ADDITIONAL ENERGY EFFICIENCY MEASURES: w THE BUILDING SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR ADDITIONAL ENERGY EFFICIENCY PER WSEC SECTION C406 AND AS NOTED WITH THE PROVISIONS J � Q BELOW: U (y) GROUP B S-1 / OTHER RVE 1. MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 3.0 2.0 U^ EQUIP. RR � 2. REDUCED LIGHTING POWER OPTION 1 V J PLATFORM IN ACCORDANCE WITH SECTION C406.3.1 1 2.0 1 1 2.0 1 Q 7 IN 3 3. REDUCED LIGHTING POWER OPTION 2 L (D 0 RR.` _ i I IN ACCORDANCE WITH SECTION C406.3.2 4.0 4.0 0 Z N 4. ENHANCED LIGHTING CONTROLS IN - 5 Q w 0 - - - - - ACCORDANCE WITH SECTION C406.4. 1.0 1 1.0 i G L - - J E-W SECTION 5. ON -SITE SUPPLY OF RENEWABLE ENERGY i - - i Q 3:Q\ IN ACCORDANCE WITH SECTION C406.5. 3.0 3.0 c 6. DEDICATED OUTDOOR AIR SYSTEM IN LL W Q ACCORDANCE WITH SECTION C406.6 4.0 4.0 0 C(n LEVEL 02 I 7. HIGH PERFORMANCE DEDICATED OUTDOOR Z U G AIR SYSTEM IN ACCORDANCE WITH SECTION - - - W 0 C406.6 1 4.0 1 4.0 O Q G 8. HIGH EFFICIENCY SERVICE WATER HEATING IN 0 C) / Q jEl. ACCORDANCE WITH SECTIONS C406.8 AND *PER WSBC 2018 CHAPTER 2 DEFINITIONS, OCCUPIABLE SPACE IS A ROOM OR - - - - - - - - C406.8.2 N/A 8.0 w ENCLOSED SPACE DESIGNED FOR HUMAN OCCUPANCY IN WHICH INDIVIDUALS N-S SECTION CONGREGATE FOR AMUSEMENT, EDUCATIONAL OR SIMILAR PURPOSES OR IN WHICH 9. HIGH-PERFORMANCE SERVICE WATER OCCUPANTS ARE ENGAGED AT LABOR, AND WHICH IS EQUIPPED WITH MEANS OF HEATING IN MULTI -FAMILY BUILDINGS IN EGRESS AND LIGHT AND VENTILATION FACILITIES MEETING THE REQUIREMENTS OF ACCORDANCE WITH SECTION C406.9 N/A N/A THIS CODE. 10. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.10 4.0 4.0 1 w a 11. REDUCED AIR INFILTRATION IN z z z ACCORDANCE WITH SECTION C406.11 1.0 1.0 _O J LU LU O QLU wwww� 12. ENHANCED COMMERCIAL KITCHEN EQUIPMENT a a w U �0zU' UX IN ACCORDANCE WITH SECTION C406.12 N/A 5.0 (GROUP U) m Of w z_ z_ A-2ONLY) LULLDna�ppz p O m O J J Q Y W z I j 0�0 Dpp Z TOTAL PROPOSED CREDITS (6.0 MINIMUM) 6.0 6.0 Y w (D w p p O H of w p LL LL � U / w (D= Cz7 p p� 0Eoo �DD� � oQ0U) z �N N N N N N N I � C N N 0N N N N Q 11') (O N 0) u') Lo p c�V N O O O c�V N co CO rl- O 0 0 0 0 0 FLOOR PLAN L2 10219 REGISTERED ARrH1TFrrT �w i rclirnsA PROCHASKA rl STATE OF WASHINGTON i i PROJECT NO.: 20184 nnr` PROJECTMGR.: MC Llill L 7TITI i DRAWN BY: MG \ L - CHECKED BY: KP I � I I ENERGY CODE / GREEN BUIL V S / Lo AREA PLANS 1 0 N FLOOR PLAN L1 G0002 N JACKSON I MAIN ARCHITECTURE P.S. ©2021 6" 6" 6" ACCESSIBILITY SYMBOL PER 2018 IBC, AND ICC/ANSI A117.1, CHAPTER 703 C",CHARACTERS PER 2018 IBC, AND ICC/ANSI A117.1 N I-F ENTRANCE BRAILLE SYMBOLS PER 2018 IBC, AND ICC/ANSI A117.1 CN DIRECTIONAL ACCESSIBILITY SYMBOL PER 2018 IBC, AND ICC/ANSI A117.1, CHAPTER 703 NOTE: 1. IDENTIFICATION SIGNS SHALL BE PER 2018 IBC, AND ICC/ANSI A117.1-2009. 2. CENTERLINE OF SIGN SHALL BE 10" FROM THE LATCH SIDE OF DOOR. 3. REFER TO SIGNAGE CONSULTANT'S DRAWINGS FOR SIGN LOCATIONS AND REQUIRED TEXT. 4. SEE SIGNAGE PACKAGE FOR SIGN MATERIALS AT GARAGE ELEVATOR LOBBY LOCATIONS. PROVIDE SAMPLES FOR APPROVAL PRIOR TO FABRICATION. 5. SIGNS SHOWN ARE REPRESENTATIVE ONLY. REFER TO SIGNAGE DESIGNER PLANS FOR ADDITIONAL INFORMATION 6. SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE ARCHITECT AND SIGNAGE CONSULTANT FOR APPROVAL. ACCESS ENTRANCE AND DIRECTIONAL SIGNAGE (2009 3" =1'-0" CLEAR FLOOR SPACE ACCESSIBILITY SYMBOL PER 2018 IBC, AND ICC/ANSI A117.1, CHAPTER 703 CHARACTERS PER 2018 IBC AND ICC/ANSI A117.1 ELEVATOR BRAILLE SYMBOLS PER 2018 IBC, AND ICC/ANSI A117.1 DIRECTIONAL ELEVATOR ACCESS NOTE: DRINKING FOUNTAINS IN ALCOVES DEEPER THAN 24" THE REQUIRED CLEAR WIDTH IS 36" MIN. SPOUT HEIGHT AND KNEE CLEARANCE 5" EQUIPMENT PERMITTED MAX. 15" MIN IN SHADED AREA i z a o Z N M � 8„ IN. 11 " 6" MIN. MAI SEATED & STANDING USERS U � NOTE: ui_ �2XC ELECTRIC WATER COOLER ~ U Q w AND DRINKING FOUNTAINS < TO BE DUAL HEIGHT (.0 = MOUNTED SO TOP OF Z w = SPOUTS ARE AT 36" FOR 3: I-_ o ACCESSIBLE AND 38" - 43" 00 OJ Ow FOR STANDING USE w = w z ih X Q ~ LL J LU z_ g O cn 00 Z m io Z N M J oil SIGN PLACEMENT AT STAIR DOOR (2009 DRINKING FOUNTAIN CLEARANCES (2009 MINIMUM AREA OF BLOCKING SHOWN IN HATCH, TYP. BLOCKING FOR ACCESSORIES TO BE CONTINUOUS AND EXTEND A MIN. OF 4" BEYOND ANY CONNECTION POINT MINIMUM AREA OF BLOCKING SHOWN IN HATCH, TYP. BLOCKING FOR ACCESSORIES TO BE CONTINUOUS AND EXTEND A MIN. OF 4" BEYOND ANY CONNECTION POINT MINIMUM AREA OF BLOCKING SHOWN IN HATCH, TYP. BLOCKING FOR ACCESSORIES TO BE CONTINUOUS AND EXTEND A MIN. OF 4" BEYOND ANY CONNECTION POINT REFERENCE A8 SHEET SERIES FOR BLOCKING / BACKING DETAILS BLOCKING AT TOILET GRAB BARS (2009 OTHER COMMON TOILET ACCESSORY ABBREVIATIONS: NOTE: ADA AMERICANS WITH DISABILITIES ACT 1. ITEMS SHOWN ARE GENERIC IN PURPOSE REF. SPEC'S OR SCHEDULES FOR ACTUAL DF DRINKING FOUNTAIN MODELS. UR URINAL 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. WC WATER CLOSET IF METAL STUD WALLS REF. BACKING PLATE DETAILS SHEET A8.05. 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS. 4. WATER SUPPLY AND DRAINPIPES SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVS. AND SINKS. 5. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE SIDE OF THE STALL AND NOT MORE THAN 44" A.F.F. PER ADOPTED ACCESSIBILITY CODE. 6. SEAL ALL ACCESSORY FIXTURES WATERTIGHT PER BUILDING CODE, TYPICAL. ALL SHOWERS SHALL COMPLY WITH ADOPTED ACCESSIBILITY CODE. ALL SHOWER FINISHES 1 SHALL COMPLY WITH BUILDING CODE. Q w i 13 1/2" MIN. Q O 48" SIDE BAR LL w 36" BACK BAR 0 - �/ can z I 24" 8' XFLIO 0 0 CENTER WHEN 00 U U _ ZN v LOCATED OVER J O � c) M cl) \ c� S:7_ - SINK W co N Q O ~ MOP SINK & FIRE PAPER SOAP GRAB BAR SANITARY TOILET WALL HUNG SEAT COATHOOK TOILET MIRROR ~ Oz a- MOP RACK EXTINGUISHER TOWEL DISPENSER (GB) NAPKIN PAPER URINAL COVER (CH) PARTITION (MIR) C) U- CABINET (FX) DISPENSER (SD) DISPOSAL DISPENSER DISPENSER (PTD) (SND) (TPD) (SCD) (TPTN) Ln o co N 0 STANDARD MOUNTING HEIGHTS (2009 N20 1/4" =1'-0" N w U Z Q a w J U U Z w U z a Q w J U U z 2 16" 3/4" 14 1/2" 3/4" ih co M ARROW DIRECTION VARIES PER LOCATION/ ORIENTATION OF SIGN REFER TO G-SHEET SERIES ACCESSI BI LITY DIRECTIONAL EXIT SIGN 3" = 1'-0" 16" `L (39" 30"---h 'I J J � � O II 4' - 1 1 /2" ANSI 304.4 ALLOWS DOORS TO SWING INTO TURNING SPACES. ANSI 604.3.3 ALLOWS CLEARANCE OVERLAP 4'- 1 1/2" I II J � I I 30" OAP \v 42" LEVEL 2 RESTROOMS NOTE: 1. 30" x 48" OF CLEAR FLOOR SPACE IS REQ'D IN EVERY RESTROOM. WHEN 30" x 48" CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR SWING, THE DOOR IS PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. 2. DOOR MAY SWING INTO REQ'D WHEELCHAIR TURNING SPACE. AN EXCEPTION IS MADE IN SINGLE OCCUPANCY TOILET ROOMS TO ALLOW DOOR TO FIXTURE CLEAR FLOOR OR GROUND SPACE WHEN ANOTHER CLEAR FLOOR OR GROUND SPACE IS PROVIDED OUTSIDE THE RADIUS OF THE DOOR SWING. 3. ONLY THE WATER CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, AND TURNING SPACES ARE ALLOWED TO OVERLAP THE WATER CLOSET CLEARANCE SPACE. DOOR SWING, LAVATORY FIXTURE, OR OTHER FIXTURES ARE ALLOWED TO OVERLAP THE WATER CLOSET CLEARANCE. 4. EXPOSED PIPES UNDER THE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. LIKEWISE THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THOSE FIXTURES. 5. FLUSH HANDLE SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET. 6. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. IF METAL STUD WALLS REF. BACKING PLATE REFERENCE SHEET A8.05. Q 00 NOTICE FOR YOUR SAFETY OCCUPANCY IS LIMITED TO: 47 PERSONS BY ORDER OF THE CODE OFFICIAL KEEP POSTED UNDER PENALTY OF LAW CALCULATE BASED ON 15 SF PER PERSON DIFFERENT BACKGROUND COLOR THAN WALL FINISH NOTE: POST MAXIMUM OCCUPANT LOAD SIGN AT LOCATIONS IN SPACES USED FOR ASSEMBLY OCCUPANCY AS SHOWN ON FLOOR PLAN. MAXIMUM OCCUPANCY SIGNAGE 3" =1'-0" Z00 _ --- � I A5.21 20 i16�� — I /o\ Ji E12— L--A5.21, �$ z v / A 4 r r 0,l X I II iN Lo OAP 18" 27" 60" MIN. W.C. CLEARANCE PROTRUDING DISPENSER OUTLETS ALLOWED RECESSED DISPENSER 39" - 41" OUTLETS ALLOWED 36" MAX. WITHIN DASHED OUTLINE 24" MIN. 18" VERTICAL It PROTRUDING DISPENSER OUTLETS ALLOWED z HANDI OPEN co cN Z I - N Z - CD v L c) i M z 7" - 9" g cM M M 00 42" MAX. DISTANCE REQUIRED TO C.L. OF FURTHEST DISPENSER OUTLET SIDE WALL GRAB BAR AT WATER CLOSETS ENLARGED SINGLE OCCUPANT RESTROOM PLAN (201 3/8" =1'-0" LEVEL 1 RESTROOMS 42" MIN. 36" MIN. N ILI U z Q � w Z i U _Z ` J N u z v 2 Lo�------------- ,I _ 60" MIN. WC CLEARANCE GRAB BAR DIMENSIONS Q Z � g M N EQUIPMENT ALLOWEE IN HATCHED AREA REAR WALL GRAB BAR AT LAVATORY CLEARANCES z_ 0 �I Lu U Z Q Q w J U U z io Lo MAX. JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 co Q Z O 0 >- O W W � J >Q o 9 O Q-o �oz W Q O J(n0 U co W U) Z C� 0 z cn 0 CN � W 0 VJ _j �2 U OoQ��o QO Q 0- W 2 w z a �Z z Qww�w� U �ui 0Z(D (DX c0 Of w Z Z w w LL D U) Q m 2- J C) J Q O w O Y Z w co Dip Z Y W 0 00 U)W �— of w 0 LL LL U _LuCD=C7wwfi� Z 0 Z 0 0 w O cn U c� D D� 000WU)OU A N N N N N N N w o N 0 N 0 N C) N 0 CN 0 CN Q Lo N � N N O 0) O � O Lo N o N N M O rl— O 10219 REGISTERED ARrH1TFr'T �wt'tKtnlA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP INTERIOR ACCESSIBILITY DETAILS G0003 JACKSON I MAIN ARCHITECTURE P.S. © 2021 INTERMEDIATE RAIL AT MID POINT 1-1/2" DIAMETER RAIL, FINISH PER ELEVATION 12" MIN. J ry 0 N TOE OF RAMP LLB TYPICAL RAMP RAILING DETAIL 3/4" =1'-0" 1-1/2" 0 STEEL HANDRAIL, SHOP FABRICATED. FINISH PER ELEVATIONS 12" 12" 11" —III III II REF. CIVIL FOR SLOPE COMPRESSIBLE JOINT FILLER TOP AND BOTTOM, TYP. DETECTABLE WARNING STRIP EASE EDGE 1/2" TYP. CONCRETE WALK STAIR DETAIL AT RETAIL ENTRY 1/2" =1'-0" BUILDING OUTLINE ACCESSIBLE PARKING SIGN, REFERENCE ENLARGED DETAIL FOR LOCATION AND ApDITIq4AL INFORMATION 3" WIDE TRAFFIC WHITE PAINT, TYP. 3"WililE TRAFFIC WHITE PA T, 3'-0" O.C. AT 45 DEGREE ANGLE NOTE: 1. ACCESSIBLE PARKING PER ACCESSIBLE PARKING SIGN, THE WASHINGTON STATE RF/FEFZENCE ENLARGED CODE SECTION 1106 - DETAIL FOR LOCATION AND PARKING AND PASSENGER AbDITONAL INFORMATION LOADING FACILITIES 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKINGS SHALL BE PLACED IN EACH PARKING SPACE DESIGNATD FOR USE BY PERSONS WITH DISABILITIES. A BLUE BACKGROUND WITH THE WHITE BORDER MAY SUPPLEMENT THE WHEELCHAIR SYMBOL 3. REFERENCE CIVIL DRAWINGS FOR SPOT ELEVATIONS AND SLOPE PERCENTAGES ACCESSIBLE PARKING STALL ,, ,, 12" MIN. rn �J �- RAMP PER PLAN Li II LJ 4" SPHERE SHALL NOT BE ABLE TO PASS THRU RAILING POSTS SET 4" DEEP INTO CONCRETE. PROVIDE ESCUTHEON SET IN BED OF SEALANT. POST CENTERLINE LOCATION IN PLAN NO CLOSER THAN 3-1/2" FROM VERTICAL DROP AT EDGE OF RAMPS OR LANDINGS RE QM � z N ADJOINING CURB RAMP MAX. SLOPE SURFACE MAX. 12 SLOPE 1 20 �1 d ADA CURB DETAIL 1/2" =1'-0" 16'-6" 3x 3INTERNATIONAL SYMBOL OF ACCESSIBILITY CENTER ON SPACE � O ,L4 m 0o w z 0 ACCESSIBLE PARKING SIGN, REFERENCE DETAIL 4.G0.04. REFERENCE SITE PLAN FOR SIGN LOCATIONS 7== 1-1/2" DIAMETER S.StI. POST 12" CONCRETE FOOTING ACCESSIBLE PARKING SIGNAGE POST N' 3/8" WIDE GREEN RESERVED COLOR BAND N 00 N N N N PARKIN ACCESSIBLE PARKING ONLY REF. NOTE 5 BELOW REF. NOTE 6 BELOW WHITE REFLECTIVE BACKGROUND (TYP.) N 1 1/2" DIAMETER S.StI. POST 3/8" WIDE GREEN N COLOR BAND WHITE REFLECTIVE VAN BACKGROUND (TYP.) CO ACCESSIBLE REF. NOTE 5 BELOW r PROVIDE VAN SIGN N AT EACH VAN SPACE INDICATED ON SITE PLAN 12" O NOTE: w 1. PLACE ONE SIGN PER ADA STALL AS INDICATED ON SITE PLAN. 2. THIS SIGN MAY BE USED AS WALL MOUNTED, PROVIDED THE BOTTOM OF THE SIGN IS 60" MIN. ABOVE THE STALL HEIGHT OF THE PARKING SPACE. 3. SIGNS SHALL BE CENTERED ON THE PARKING SPACE. 4. THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 6 FEET FROM EACH PARKING SPACE. 5. CONTRACTOR TO COORDINATE ALL LETTERING SERIES AND COLOR WITH LOCAL JURISDICTION. 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE ON 6x 6" BLUE FIELD WITH 1/2" RADIUS CORNERS. rA ACCESSIBLE PARKING SIGNAGE ` 3/8" =1'-0" \ / 3" = 1'-01, PROJECT NORTH JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V ) n Z V 0z 0 O CN � J W>-00 < 0 UJ f p 3:Q LL copJ� 0 � 2 U cn C) 0C'�p uiQO Q W W z z ~ O w Q w lo� U m z O m Of w z W LL. � Q p m O w m p J Y z w co `S w W (A O I. —of w 0 u- W(_Cz7w 0Eooc5D O� w ll� w CQ O z w N o N 0 N 0 N 0 N 0 Q N Lo N (O N N N N O N u') p N N 00 0 N 0 coto 0 0 � 0 CD 10219 REGISTERED NN / 'i ARrH1TFrrT �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR ACCESSIBILITY DETAILS G0004 JACKSON I MAIN ARCHITECTURE P.S. © 2021 i 20' R0� v RECYCLE AREA _LING CATE 02.17 ADURAL WAY 1-2— i 2, 8' ISWINGING GATES I ----------------------------------------------------- ---- /6 rr r- — — — — — — — — — — — — — ----------------------------------------------------------------- —O — =1 -- - \ \ ? 02.13 02.28 I I / I I I I I I I I I I � I- - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- ; 02.222_____----- 02.13 I I I 1—Z�------------------- F 7 III III 24" I I I I I I n III I I �11 I /:D - I I I� I III III I ZZ -u I I I III - I III I I I D I I I I I; I III I� z I I I� I I 11 II I � I L_------I I �--- _ -- I _ _ --- — — — — — — — — — — — — — — — — — — — — — — — — -------------%rt ---- - --_— ---------------------------4 2------- AP n\/F:- nQnI INIF1 ABOVE GROUND POWERLINE TRUE PROJECT NORTH NORTH 1 I i I F_ I I -1 I I I L- I J I I I I SITE DEMOLITION PLAN V =10'4' OS/2 SHEET NOTES: A. REFER TO CIVIL, STRUCTURAL, AND M.E.P. DRAWINGS FOR ADDIT ONAL DEMOLITION NOTES AND INSTRUCTIONS. B. CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO BIDDI AND START OF DEMOLITION TO FAMILIARIZE THEMSELVES WITH THE S E OF WORK, AND FIELD VERIFY EXISTING CONDITIONS. BRING ANY DISCREP CIES TO ARCHITECT'S ATTENTION FOR WRITTEN RESOLUTION, PRIOR T IDDING/STARTING WORK. C. PRIOR TO DEMOLITION ACTIVITIES, CONTRACT SHALL SCHEDULE A WALK THROUGH WITH OWNER AND ARCHITECT F REVIEW OF ITEMS TO BE REMOVED. D. PERFORM DEMOLITION WITH CARE. PR ECT ADJACENT CONDITIONS TO REMAIN UNDISTURBED FROM DAMAGE. ANY , MAGE TO BE REPAIRED TO "LIKE NEW" CONDITION PER GENERAL CONDITIONS. E. OWNER HAS FIRST RIGHT OF -VAGE TO FIXTURES, EQUIPMENT, AND BUILDING SYSTEM MATERIALS REMO D DURING DEMOLITION. OWNER TO PROVIDE CONTRACTOR WRITTE ST OF ITEMS TO BE SALVAGED AND DELIVERED TO OWNER. TAKE CARE IN REMO LAND STORAGE PRIOR TO DISPOSITION. F. NOTIFY OWNER NTENT TO START DEMOLITION OR RENOVATION WORK MINIMUM OF SEVENTY- O (72) HOURS PRIOR TO COMMENCEMENT. G. NOTIFY TH OWNER A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMM EMENT OF UTILITY SHUT -DOWNS. H. PRO E PERMANENT SUPPORT FOR MATERIALS AND SYSTEMS TO REMAIN. I. NOWN HAZARDOUS MATERIALS. A COPY OF THE HAZARDOUS MATERIALS EPORT INCLUDED IN SPECIFICATIONS. IMMEDIATELY STOP WORK AND NOTIFY OWNER TO ARRANGE FOR PROPER REMOVAL IF HAZARDOUS MATERIALS SUSPECTED. / J. CUT BACK AND CAP MECHANICAL, PLUMBING, AND ELECTRICAL LINES IN WORK AREA. K. REMOVE EXISTING BUILDING, FOUNDATION, AND UTILITIES TO A MINIMUM OF 3'-0" BELOW FINISH GRADE U.N.O. L. SAW CUT EDGES OF SITE PAVING (ASPHALT OR CONCRETE) TO BE REMOVED. M. DURING EXECUTION OF WORK PROTECT ALL TREES TO REMAIN. N. LOCATE AND MAINTAIN TEMPORARY, LARGE CAPACITY TYPE A-B-C FIRE EXTINGUISHERS OR TYPE AS REQUIRED BY LOCAL FIRE MARSHAL, FOR DURATION OF CONSTRUCTION. O. REMOVE DEMOLITION WASTE FROM PROJECT SITE DAILY, AND DISPOSE PER APPLICABLE CODES. P. CONTRACTOR TO MAINTAIN OR PROVIDE ALTERNATE PATH OF EGRESS AT ALL TIMES AND THROUGHOUT ALL PHASES OF CONSTRUCTION. GC SHALL NOTIFY OWNER OF CHANGES TO PATH PRIOR TO OCCURRENCE. Q. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE SEE APPROVED CIVILS UNDER BLD2021-1348 FOR DEMO PLANS/REQUIREMENTS. KEYNOTES: NOTE 02.01 EXISTING FIRE HYDRANT TO REMAIN 02.12 EXISTING SITE ENTRANCE TO REMAIN 02.13 EXISTING CHAINLINK FENCE AND GATE TO BE REMOVED, SAVE AND PROTECT FOR RE -USE 02.15 EXISTING CHAINLINK FENCE TO REMAIN 02.16 EXISTING LANDSCAPE ISLAND AND CURB TO REMAIN 02.17 EXISTING LANDSCAPE ISLAND AND CURB REMOVE PORTION AND PREP FOR NEW SURFACE, REFERENCE CIVIL DRAWINGS 02.18 EXISTING CONCRETE WALK 02.20 EXISTING LIGHT POLE TO BE REMOVED 02.22 EXISTING ASPHALT TO BE DEMOLISHED 02.23 EXISTING GRAVEL TO BE REMOVED 02.25 EXISTING SHIPPING CONTAINER TO BE REMOVED, TYP. 02.27 EXISTING JUNCTION BOXE(S) TO BE RELOCATED, REFERENCE CIVIL AND ELECTRICAL DRAWINGS 02.28 EXISTING LIGHT POLE TO BE REMOVED/RELOCATED, REFERENCE CIVIL AND ELECTRICAL DRAWINGS ,4 JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 z 0 0 0 Q W� W � J Q LL p O 0 cn Q-p �Oz WQ� O � J0 U cy) W Cn 0 z� 0 z cn o o �J0�<Q W>-00 Wf)p� LL m O J 0 �2 <�u) U 0 00 ) LLI0 0 2 W Q W W z z ~ O w Q w U o z CDm Of w z wLLDQ2p o O m w m a- Y z LD w pip Y w U)W O �- of w o LL Lu (D (D w Ocno n5 x w of w U) rL o Q o L 0 z w N O N o N 0 N 0 N 0 N � N (O N N N 0) O N L0 L0 p N N 0 0 0 N 0 M 0 CO 0 r- 0 O 10219 REGISTERED ARrH1TFrrT rw i t►tIMA PRocI-IASI�A STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP SITE DEMOLITION PLAN AOOOO JACKSON I MAIN ARCHITECTURE P.S. © 2021 DATUM POINT RAANIL-I(ll C CI A CI C\/A-rinAI I) CZA- I I ADMIRAL WAY SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL AND RIGHT-OF-WAY IMPROVEMENTS. E. WITHIN PRIVATE PROPERTY, ALL LINES ON CONCRETE PAVING AREAS TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS WITHIN PRIVATE PROPERTY TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. H. G I S CO S DWI B IN L LAN I L I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM v! 0 Z RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 0 O 0 U) Q 00 � W� W O J_ J APPROVED BY PLANNING LL Q Q () 40 0 Q-Q Z Mar 07 2022 LZ Q 0 JCY,Q U cy) W ENGINEERING DIVISION CN M APPROVED AS NOTED 1 1 � V /II A3.o2 I ® I ✓ r ",� 03/08/2022 z 0 i I ***SEE APPROVED CIVILS UNDER Q U 0 3' - 7 1/2" I I J BLD2021-1348 FOR ALL 0 J� Q O °_ I I ENGINEERING REQUIREMENTS. *** W _ Q z 6" � I I S2 LL m Q 1E = Q - Uj �C o . �� I I I C) Z U Q N \ \ oo I > J I_ W Q Z \� m 0<0 00 \ 02.17 I 23.06r �C_U) ' O Q Q Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE SITE PLAN KEYNOTES: # NOTE 01.11 EXIT DOOR ONLY - NO ACCESS. 01.18 FIRE DEPARTMENT CONNECTION (FDC), REFERENCE CIVIL DRAWINGS 01.19 FIRE DEPARTMENT CONNECTION PIV, REFERENCE CIVIL DRAWINGS 01.20 PROVIDE FIRE DEPARTMENT KEY BOX IN ACCORDANCE WITH UL 1037 01.21 PROPERTY LOCATED IN FLOOD ZONE AE WITH B.F.E. (BASE FLOOD ELEVATION) OF 12'.00 (SFHAS WITH HIGH FLOOD RISK) 02.01 EXISTING FIRE HYDRANT TO REMAIN 02.15 EXISTING CHAINLINK FENCE TO REMAIN 02.16 EXISTING LANDSCAPE ISLAND AND CURB TO REMAIN 02.17 EXISTING LANDSCAPE ISLAND AND CURB REMOVE PORTION AND PREP FOR NEW SURFACE, REFERENCE CIVIL DRAWINGS 02.29 NEW DRIVEWAY TO CONNECT TO EXISTING LANDSCAPE AND CURB PER CIVIL DRAWINGS, EXISTING CONDITION TO BE VERIFIED IN FIELD 03.04 CONCRETE WHEEL STOP REFERENCE CIVIL 10.23 PERMANENT ADHESIVE VINYL LABEL STATING "NO SMOKING WITHIN 25 FEET OF BUILDING" MOUNTED ON GLASS. REFERENCE SITE PLAN DETAILS FOR MORE INFORMATION. 10.24 SINGLE FLUSH OVERHEAD SECTIONAL, OR MECHANICAL INTAKE AIR LOUVER. ALUMINUM SIGN STATING "NO SMOKING WITHIN 25 FEET OF BUILDING" MOUNTED ON EXTERIOR WALL. REFERENCE A8 SERIES FOR DETAIL. 11.32 15'-0" TALL MECHANICAL EQUIPMENT SCREEN, SCREEN TO BE REMOVABLE FOR MAINTENANCE 23.06 MECHANICAL EQUIPMENT. REFERENCE MECHANICAL DRAWINGS FOR DETAILS. 26.06 EXTERIOR LIGHTING TYPICAL, SHOWN FOR REFERENCE ONLY / DESIGN INTENT, REFERENCE STRUCTURAL AND ELECTRICAL DRAWINGS 32.17 STEEL TUBE BICYCLE RACK, REFERENCE SITE PLAN DETAILS FOR MORE INFORMATION 32.18 NEW SIDEWALK AND CURB, REFERENCE CIVIL DRAWINGS 32.19 NEW RAMPS, REFERENCE CIVIL DRAWINGS FOR SLOPE AND DETAILS 32.20 NEW STAIRS, SEE 15/A1.01 FOR DETAILS. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION SITE LEGEND PROPOSED CONCRETE LANDSCAPING H z w a !z z z O 22O F= a 1JJ LJJ U �0z0 U'o U) w= mlywzzo Q 2 0 0 p O w m O J J Q Y z W m m Z Yw�npp0 w H w w Q LL LL. U U z p z p p w � 01:0wwof aoa0U)C° O z N N N N N (V N LU O N O N O N O N O N O N Q LO w (O N N M O LO LO LO LO p N N 0 0 0 N N 0 M 0 ((00 0 1,- 0— O 0 10219 REGISTERED ARf �H7 Frr �wt'tKtnlA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP SITE PLAN Al 00 ■ JACKSON I MAIN ARCHITECTURE P.S. © 2021 TRUE PROJECT NORTH NORTH a Lo 7t 0 0 N N O N 0 i� 1-1/2" 0 STEEL HANDRAIL, SHOP FABRICATED. FINISH PER ELEVATIC 0 CID 12" 1z' `sm COMPRESSIBLE JOINT FILLER TOP AND BOTTOM, TYP. DETECTABLE WARNING STRIP UNDISTURBED SOIL EASE EDGE 1/2" TYP. CONCRETE WALK EXIT C.I.P. STAIR AND PIPE RAILING 1/2" = 1'-0" 11" MIN. 1" CAST -IN -PLACE CONCRETE TREADS AND RISERS MEDIUM BROOM FINISH z °- PARALLEL TO - TEXTURED NOSING d ° ry w 1/2" RADIUS ` : • ' CONCRETE STAIR _ NOSING 04 ` - 3/8" COMPRESSIBLE d 9 JOINT FILLER _ — 0 0 0 0 oa •o SIDEWALK PER 1 CIVIL PLANS III III — DOWELS PER STRUCTURAL 4" GRAVEL NOTE: UNDERLAYMENT - NO MORE THAN 3/8" VARIATION IN RISERS, MAXIMUM - REFERENCE CIVIL PLANS FOR EXPANSION JOINT LOCATION C.I.P. STAIR W/ EXPANSION JOINT AT LANDIN 1'-8" 2" DIAMETER STEEL TUBE BIKE RACK ANCHORED PER MANUFACTURE'S INSTRUCTIONS. POWDER COATED 4" CONCRETE SLAB 6' LONG USEABLE SPACE FOR BICYCLE. 2. MAINTAIN 30" BETWEEN EACH RACK. 3. MAINTAIN 15" CLEAR DISTANCE BEYOND RACK. 4. PREFERRED METHOD OF ANCHORING BIKE RACK IS TO ORDER BIKE RACK WITH STEEL FLANGE AND RAMSET BOLTS TO CONCRETE SLAB PER MANUFACTURER'S INSTRUCTIONS. BICYCLE RACK - STEEL TUBE 1 /2" = 1'-0" 4" CONCRETE SLAB BROOM FINISHED WITH 6x6 - W1.4 x W1.4 WWM. CONTROL JOINT RADIUS CORNER x° ° x` ° PAVING PER CIVIL ` B DRAWINGS - a .. , •, d ifl - .x_ ° 00 - i III 6" (2) - #4 CONTINUOUS BASE COURSE PAVEMENT EDGE WITH 6" CONCRETE CURB 1 1/2" = 1'-0" 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE PROJECT AREA BOUNDARY BRACE AS SPECIFIED KNEE / LINE BRACE TO OUTSIDE 6'- 0" FENCE POST WITH KNEE ________________________ ____ TOP RAIL BRACE FOR BARBED WIRE - - - - - CHAIN LINK FABRIC z (n TRUSS OR TENSION ROD AS 12" 4" OF 1/4" CLEAN, CRUSHED REQUIRED ROCK WITH NO FINES C° w WITHIN PROJECT AREA in 18"0 CONCRETE FOOTING AT CORNER AND GATE POSTS, 12"0 CRETE AT OTHER POSTS, X)GRADE LINE OF EXISTING TOP GRADE z -_ -_ - 0" MIN., 6" MAX. MESH TO N FINISH GRADE 18"0 CONCRETE FOOTING AT CORNER AND GATE POSTS, 12"0 CONCRETE AT OTHER POSTS, NOTE: TYP. 1. GATE POST AND CORNER POST: 2- 7/8" O.D. PIPE, SCHED 40 ASTM- F1083 2. LINE POST: 2-7/8" O.D PIPE, SHED 40 ASTM- F1083 3. GATE FRAME: 1.90" O.D, SCHED 40 ASTM- F1083 4. TOP AND BRACE RAIL 1.66 O.D. PIPE, SCHED 40 ASTM- F1083 5. TIE WIRE: MINIMUM 11ga GALVANIZED STEEL 6. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH FABRIC WITH 14ga, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS 7. GATE LATCH: 1-3/8" O.D. PLUNGER ROD WITH MUSHROOM TYPE CENTER CATCH 8. BOTTOM OF FOOTING MUST BE 6" BELOW FROST LINE CHAIN LINK SECURITY FENCE ELEVATIONS & DETAILS z O Q > w J w w w J U w CV (V 4" SOLID CONCRETE CAP, SLOPE 1/4:12" CMU PER STRUCTURAL WITH CONCAVE JOINTS 4" CONCRETE SLAB -ON -GRADE REF. STRUCTURAL DRAWINGS 6x 8" CONCRETE CURB CONCRETE FOOTING SIZE AND REINFORCEMENT REF. STRUCTURAL DRWAINGS DUMPSTER - CMU WALL SECTION 3/4" =1'-0" INTERIOR F L_---- - EXTERIOR GALVANIZED METAL PANELS, VULCRAFT TYPE 3N, 3" DEEP 18ga OR EQUAL, SUBMIT COLOR FOR APPROVAL 8x 3/8" STEEL PLATE WITH )LES FOR CANE BOLTS EMBED CONCRETE SLAB WITH STUDS - :YOND ANE BOLTS AT LOWER FRAME, SECURE TO 1/4" PLATE TO ANGLE FRAME. HINGE/ LATCH DETAIL AT DUMPSTER GATE 3" =1' 0" EXTERIOR INTERIOR TOP OF WALL - BEYOND 3-1/2x 3-1/2x 3/8" GALVANIZED STEEL ANGLE FRAME ALL AROUND, PAINT TO MATCH METAL PANEL 3" DEEP, 18 GA. GALVANIZED METAL PANELS, WELDED TO STEEL ANGLE FRAME WELD 1/2" DIAMETER BAR ON ANGLE FOR CANE BOLT REST WELD COLLAR TO CANE BOLT BETWEEN GUIDES, COLLAR IS TO PREVENT CANE BOLT FROM BEING REMOVED 3/8x 2" STEEL STIFFENER BAR WELDED TO ANGLE FRAME A.C. PAVING EMBEDDED STEEL PLATE WITH HOLES FOR CANE BOLTS CONCRETE SLAB - - ° SLOPED TO FRONT CANE BOLT DETAIL AT DUMPSTER GATE 1 x STEEL STRAP AT REAR FACE OF DOOR. WELD TO STEEL EQ EQ ANGLE AT CORNERS 4" SOLID CMU CAP 8"x8"x16" SPLIT FACE REINFORCE D CMU WITH STRUJOINT CK i STEEL GATES AND 6" DIAMETER POSTS. PROVIDE CORRUGATED LEVATION METAL PANELS. MATCH BUILDING PANEL PROFILE AND EQ. 12'- 8" COLOR. EQ. 8 1 130° A1.01 130° 3 A1.01 J 6 A1.01 0- O 16' -8" 1 CLR. 18'-0" NOTE: TREAT WALLS WITH ANTI -GRAFFITI COATING. TRASH ENCLOSURE DETAILS 1/4" = 1'-0" 8x 8x 16" SPLIT FACE REINFORCED CMU WITH STRUCK JOINT EDGE OF CONC. SLAB 8x 8x 16" SPLIT FACE REINFORCED CMU WITH STRUCK JOINT 6" CONC. CURB SLOPED CONC. SLAB LINE OF 6" x 8" CONCRETE CURB BELOW LINE OF 8" CMU CORNER, ONLY AT ALT. WERE BOLLARDS ARE USED RATHER THAN CONCRETE CURB (3) HINGES MIN. PER GATE WELDED OR CLAMPED TO POST GATE AND FRAME 4a ALT. GATE POST LOCATION AT 8" CMU CORNER 6" DIAMETER SCHEDULE 40 GALVANIZED STEEL GATE POST. SET MIN 4' INTO GROUND WITH 18" DIA. CONC. FOOTING SIM TO BOLLARD DETAIL. FILL WITH CONCRETE, TYP. DUMPSTER GATE POST DETAIL 1 1/2" =1'-0" DOME CONCRETE CAP 8" 0 (U.N.O.) STEEL PIPE BOLLARD FILLED W/ CONC PAINT PER EXTERIOR SCHEDULE CEMENT WASH 12" 0 CONC. FOOTING BOLLARD - STEEL PIPE - CONC. FOOTING JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 Q Z 0 0 0 W� W J Q � p p cn O Q-p �OZ ui O J)p U(yw V ) Z V 0z 0 O CN �J W>-00 <Q 0 Wfp� pJ3: 0 �ZU2ui l_ g C/� z D C) -)QO Q W W w z a �z z aww�� a gLu �da> �ozU' (Du m�wzzo w o w o U) Q m o J 0 J O O Q Y w z w co m z Ywcnw0p� H Of w o LL LU U Lu(D7(Dwwfi� z o z o o w O cn U c� D DIlIf OU 0 0 0 U U 0 z N N N N N NN w 0 N 0 N 0 N 0 N 0 N 0 N Q N � N N 0) 0)O Lo Lo N c) - N N 0 co 0 CO 0 � 0 O 0 10219 REGISTERED ARrHITFr'T 141/� �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP SITE PLAN DETAILS Al 01 ■ JACKSON I MAIN ARCHITECTURE P.S. © 2021 1/4" = 1'-0" 3" =1'-01, 1 /2" = 1'-0" 1 2 3 4 5 100' - 0" L 21'-9" J, 21'-9" �, 16'-2" L 40'-4" 63'-8" 4'-8" 31'-8" 4'-03/8" 4'-85/8" 6'-51/4" 2'-73/4" 3'-10" 3'-4" 3'-2" 4'-2" '1' 7' 1'-6' YP. 2 1 1 A3.01 A4.01 A4.01 I I 05.14 05.14 05.14 05.14 I Se6 3 4 - - - - - - - 2 -------------------- ------ -- r----------- - - - - -- ------ --- I 0 2 A8.08 A8.08 A8.08 I I I A8.08 i i � i II I I -- � _ I I I r e6 Se6 I 1 0 2 Se I 1 COMMERCIAL o 1 0 1 d I 0 2 FUTURE RETAIL 1 RETAIL 101B 05.14 UNDER SEPARATE PERMIT 1 1 101 1 560 SF FUTURE RETAIL 3 I OPEN TO STRUCTURE, REFERENCE I ELECTRICAL DRAWINGS FOR UNDER SEPARATE PERMIT EMERGENCY LIGHTING 1745 SF 1 1 A4.02 -i - - - - - - I - - - -- � - -�- - � - - - - - � --- � -I - - - i A4.02 I '4 1 5' - 0" I FUTURE RETAIL 2 1 D e 2 9 0 1 1 UNDER SEPARATE PERMIT A 5 13.03 620 SF Si3 A&08 1 0 1 A8.08 Se6 5'-9" 14'-5" 8'-71/8" 7'-87/8" T-61/4" A6. A FUTURE WC 112 02 FIRE RISER i3 MECH. 14 A A - 14.01 05.14 o 112 111 A8.08 Si3 S16 1.5 1 11.30 16 I I I I I 8 0 1 1 2 1 "' 08 F E A8.08 I I 100 A8.08 - - - - - - - - - - 111_7_ A5.21 15 - - 1 1 STORAGE 1 1 - - 18 I A6.01 U 3 I 103G SUPERVISOR ELEV. I 1 19 A3.01 I s2-1 0 1 I ELEC. OFFICE PARTS CAGE MACHINE RM.I I EVIL 09.15 - - o-------- 09.14 i- 22.16 110 109 108 107 "); 10011.27 A IF 11 Sib I 0 1 UP A 1 I I I 0 1 Si3 A 10 A3.02 B A B o 1 Sib I STORAGE I A6.01 -------------------------- I SO SO Si3 1 2 I I I ----------- 110 0 1 0 1 0 1 A AIR 01 - - I Sib Si3 1 6 1 0 0 o I 1 2 0 1 --- - I - I A8.08 18 ;I F.E. - - 17 UNISEX R.R. 1 ';L_ - 12 o se6 Se6 I A8.08 11.30 A8.08 I 104 I 1 0 2 0 2 8 Si3 A5.21 8 G0.03 Se6 09.14 0 1 I Se6 0 1 I I --- 4 0 2 �I 5 -14° 2 105 ! A5.21 20 - 2 I I A4.02 A4.o2 -- - - - DOUBLE HT. - --� 11.21 �� I-- i -- SINGLE HT. - 1- se6 MAINTENANCE I o O BAY (2) 102 O C 1- WIRA :EI 10, - o" M MAINTENANCE 16 0 CLR. SHOP L 103 - - URINAL R.R. - - - - - D D 105 Si3 Si3 Se6 o 1 0 1 1011 I I I I Si3 I 0 1 01.13 i I CUSTODIAL STORAGE I 2 2 2 1 106 A8.08 SIM A8.08 SIM I A8,08 22.16 SIM 106 1 103D 103C 103B I I O 1 07.18 I Se6 Se6 0 1 0 12 1 2 3'-9" 2'-3" 3'-6" 2'-6" '-8' 4'-4" 1 10'-8" 13'-4" A4.01 2 A4.01 A3.02 E-0 00 7 A8.08 a 0 N �o bo f�7 m V0 SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.O. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET EGRESS NOTES & DIAGRAM MEANS OF EGRESS STAIRWAY SIZING PER 2018 WSBC SECTION 1005.3.1, SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCHES PER OCCUPANT. MEANS OF EGRESS SIZING PER 2018 WSBC SECTION 1005.3.2, SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCHES PER OCCUPANT. SEPARATION OF EXITS PER 2018 WSBC SECTION 1007.1.1, SHALL NOT BE LESS THAN 1/3 THE DIAGONAL DISTANCE. MAXIMUM COMMON PATH OF EGRESS TRAVEL PER 2018 WSBC SECTION 1006, TABLE 1006.2.1 IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM, FOR THE FOLLOWING USES ARE: M OCCUPANCY: 75'-0" WITH A MAX. OCCUPANT LOAD OF 49 B OCCUPANCY: 100'-0" WITH A MAX. OCCUPANT LOAD OF 49 S-1 OCCUPANCY: 100'-0" WITH A MAX. OCCUPANT LOAD OF 29 MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER 2018 WSBC SECTION 1017, TABLE 1017.2 IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM, SHALL NOT EXCEED THE FOLLOWING DISTANCES FOR THE FOLLOWING USES: M OCCUPANCY: 250'-0" B OCCUPANCY: 300'-0" S-1 OCCUPANCY: 250'-0" PER 2015 IBC SECTINS 1006 AND 1017 - ALL ROUTES EITHER HAVE AN IMMEDIATE ALTERNATIVE ROUTE FROM CENTER OF ROOM, OR MEASURE LESS THAN 75-0" OF COMMON PATH OF EGRESS TRAVEL, AND ARE LESS THAN 250'-0" TO AN EXIT. ACCESSIBLE MEANS OF EGRESS PER 2018 WSBC SECTION 1009, WHERE MORE THAN 1 MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. 2 I- O C/) XU� z�w J W U�U O� co co 1.4" REQ. EGRESS WIDTH 36" ACTUAL EGRESS WIDTH EGRESS LEGEND co X (C.P.T.) } X (T.P.T.) F.E.C. F.E. A KEYNOTES 20 OCCUPANT X 0.20" 4" REQ. EGRESS WIDTH -I A- I A I \A11-1 I _ o❑C/) o�w z�w J W D V OU w O�Q DIRECTION OF EGRESS RECESSED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER # NOTE 01.13 LINE OF FLOOR ABOVE 07.18 TRENCH DRAIN, REFERENCE CIVIL AND PLUMBING 09.14 STAINLESS STEEL CORNER GUARD IN MAINTENANCE / STORAGE AREA. POLYCARBONATE CORNER GUARD IN RETAIL / OFFICE AREA. TYPICAL ALL OUTSIDE CORNERS 09.15 WALK OFF MAT PER ROOM FINISH SCHEDULE; DOOR WIDTH X 10 FOOT LONG 11.21 10'X 35' VEHICLE CLEARANCE IN DOUBLE HEIGHT MAINTENANCE BAY 11.27 WALL MOUNTED BENCH, REFERENCE A8 SERIES FOR DETAILS 11.30 WALL MOUNTED CLASS A/B/C/ CLEAN AGENT FIRE EXTINGUISHER (ANSUL CLEANGUARD FE13 EXTINGUISHER WITH FE36 CLEAN AGENT). SEE MOUNTING DETAIL ON A8 SERIES 13.03 FUTURE RESTROOM. REFERENCE PLUMBING DRAWINGS FOR STUBS REQUIREMENTS 14.01 HYDRAULIC ELEVATOR; BASIS OF DESIGN: THYSSENKRUPP 'ENDURA' 2-STAGE SERIES, 4,000 CAPACITY, MAX. 150 FPM SPEED; ONE SPEED CENTER OPENING DOOR, DIAMOND PLATE INTERIOR WALLS TO 48" A.F.F. WITH LAMINATE PANELS ABOVE, ROUND STAINLESS STEEL HANDRAILS AT SIDE AND REAR WALLS, STAINLESS STEEL CONTROL PANEL 22.16 WALL MOUNTED HOT / COLD HOSE BIB, REFERENCE PLUMBING JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) 0 Z 0 ^o &jQ00 0 p U) or) w w�Q LL �pJ� p9cn 0 Q-p �OZ IJJ Q O Jcy,p U cy) W U) 0 Z V 0 z cn O CN OJ w >_00 < 0 cy) W�p� Q � LL M 0J 0 �2 U cn �2i-)QO O0 0 2 0- Q 0 W z w a �_z Z O J p �O a aILL, Lu g�0-a> LLJ W U ❑Z U' U'w U) w D Q p p❑ ❑ O w m O J J Q Y Z W m co YwU)Lu00 H w W 0 LL LL U U Z Z W � 0 (.9wwof OCnUv�� aoao�c° O Z N N N N N CV N uJ O N O N O N O N O N O N a W 04 0 M 0 LO 0 LO LO N N N N CO (O f,- O - 10219 REGISTERED AS �H7 Frr �wt'tKtnlA PROCHASICA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP FLOOR PLAN - LEVEL 01 D1FLOOR PLAN - LEVEL 01 3116" =1'-0" PROJECT NORTH A2001 JACKSON I MAIN ARCHITECTURE P.S. © 2021 1- T 3 4 100' - 0" 21'-9" �, 21'-9" 16'-2" �, 40'-4" 63'-8" 4'-8" 31'-8" 23'-4" 13'-11" 1 '-11" 12'-6" 1'-7" 3'-1" 9'-8" 22'-0" 4'-0" 4'-85/8" 1'-7' 4'-101/4" 3'-03/4" 71/4" 2'-73/4" T-10" 10' 3'-2" 1 3'-4" T-11" 3'-6" I 2 A3.01 I 1 I A4.01 A4.01 05.14 I Se6 Se6 Se6 0 1 010 1 11 4 1 10 I A8.08 041 A8.08 sIM A8.08 _ _ - - I i14 I Si3 _J I - �� I 0 1 A A A 1 A Si3 Si3 Si3 Eo o OFFICE 6 1 Si3 OFFICE 5 p 1 OFFICE 4 p 1 OFFICE 3 p 1 OFFICE 2 1 0 11.24 OFFICE 1 206 Doff 205 204 203 202 � 11.20 201 N 1 I A I I 18' - 7 1 /4" - - - - - - - 20 - - - - 205 - 204 - - - - - - - - 203 202 - - - - - - - - - - - 1 A I 1 A 11' - 6 3/8" 6'-8" A coo A4.02 AUDIT Si3 A5.22 A8.08 ARCHIVE Si3 Si31 CORRIDOR 0 1 11.31 A5.22 '' � 12' - 3 3/8" cj 09.16 Lo IM Eo ROOM 0 1 I 209 p 211 211 09.16 F.E.C. 09.16 A8.08 Or(21 Si3 9 2 `o 209 3 MIN. CL . - � 212 SERVER 5' - 0" CLR. A A p 1 A6.02 C, I A A Si3 Si3 Si3 Si3 212 1 0 1 0 1 �" F- - 20 I 1 14.01 CID A8.08 - -COMMISSION I I _7,( A5.21 221 A S2 2 MEETING I I LOBBY 17 I L - _ _ - Si3 ROOM 2 Sib STAIR 02 (9� 06.0519 1I11I1I1 2 I I I I I I I I I I I I � 218 1 o O 1 - - - - - - - - - - - Si3 12.04 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 I 0 1 18 EQUIPMENT p` / M 1 I A PLATFORM si3 / I A5.22 1 A5.22�! Sib 1 se6 221 / MFN'S R.R. I I A3.02 0 1 / I 55 C 7 A O 9 I / 1 si3 1 213 20 SO 1 Q-' A6.01 8 A8.08 I 0 1 1 a 1 \\ 21 - 6 05.05 / Si6 1 G0.03 1 N 1 1 1 I I I I I I I I I I I v 14 Si3 � N si3 --- ---- 11 A8.08 1 0 1 WOMEN S R.R I o 1 I co 15 A A Se6 -- - - G0.03 6M I ih �Oi6 0 1 6 - - --- - - - - - - - - CUSTODIAL ------- - - - o 1 \ / OPEN TO 1 BELOW , A C A N Si3 w 6 -� O 11 O 11 0 1 Se6 \ 1 2-- LEASEABLE / v F, </I ;. it OFFICE /BREAK ROOM OPEN TO STRUCTURE, REFERENCE / \ / 1 \ zo 216 Si3 00 ELECTRICAL DRAWINGS FOR STORAGE I - EMERGENCY LIGHTING / / \ L 17 A5.22 219 A 1 \ I I Si3 I 11.25 0 1 I 13 12 1 2 A8.08 A8.08 A8.08 Se6 Se6 4' - 8" 8'- 6 111/16" SIM 8'- 0" Fl" - 11 2 2 1 A4.01 A3.02 A4.01 43'-6" 16'-2" 10'-013/16" 10'-33/16" 20'-0" DOUBLE HEIGHT MAINTENANCE BAYS I Se6 I I� O M 7-011 7 A8.08 2 A4.02 � in FLOOR PLAN - LEVEL 02 1 3/16" =1'-01, PROJECT NORTH a 0 N C SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.O. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET EGRESS NOTES & DIAGRAM MEANS OF EGRESS STAIRWAY SIZING PER 2018 WSBC SECTION 1005.3.1, SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCHES PER OCCUPANT. MEANS OF EGRESS SIZING PER 2018 WSBC SECTION 1005.3.2, SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCHES PER OCCUPANT. SEPARATION OF EXITS PER 2018 WSBC SECTION 1007.1.1, SHALL NOT BE LESS THAN 1/3 THE DIAGONAL DISTANCE. MAXIMUM COMMON PATH OF EGRESS TRAVEL PER 2018 WSBC SECTION 1006, TABLE 1006.2.1 IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM, FOR THE FOLLOWING USES ARE: M OCCUPANCY: 75'-0" WITH A MAX. OCCUPANT LOAD OF 49 B OCCUPANCY: 100'-0" WITH A MAX. OCCUPANT LOAD OF 49 S-1 OCCUPANCY: 100'-0" WITH A MAX. OCCUPANT LOAD OF 29 MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER 2018 WSBC SECTION 1017, TABLE 1017.2 IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM, SHALL NOT EXCEED THE FOLLOWING DISTANCES FOR THE FOLLOWING USES: M OCCUPANCY: 250'-0" B OCCUPANCY: 300'-0" S-1 OCCUPANCY: 250'-0" PER 2015 IBC SECTINS 1006 AND 1017 - ALL ROUTES EITHER HAVE AN IMMEDIATE ALTERNATIVE ROUTE FROM CENTER OF ROOM, OR MEASURE LESS THAN 75-0" OF COMMON PATH OF EGRESS TRAVEL, AND ARE LESS THAN 250'-0" TO AN EXIT. ACCESSIBLE MEANS OF EGRESS PER 2018 WSBC SECTION 1009, WHERE MORE THAN 1 MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. 10 OCCUPANT X 0.20" 2" REQ. EGRESS WIDTH 36" ACTUAL EGRESS WIDTH 10 OCCUPANT X 0.20" 2" REQ. EGRESS WIDTH 33" ACTUAL EGRESS WIDTH -1" '/1 F.E.C. NIS , 5 GOB 1 �G \ \ OPEN TO / g� 57' 6" ,.,BELOW / __ \ ' _- TENANT 1 EXI SEPARA / i/ \\ 52'! 5 OCCUPANT X 0.20" 1" REQ. EGRESS WIDTH 33" ACTUAL EGRESS WIDTH EGRESS LEGEND CO X (C.P.T.) } X (T.P.T.) F.E.C. F.E. nA KEYNOTES # NOTE 05.05 STEEL COLUMN SUSPENDED FROM ABOVE, REFERENCE STRUCTURAL 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS 06.05 PROVIDE SOLID BLOCKING FOR WALL MOUNTED EQUIPMENT, TYPICAL. 07.12 ROOF ACCESS LADDER, WALL MOUNTED; BASIS OF DESIGN: ALACO #560 FIXED WALL LADDER; FINISH: MILL FINISH (U.N.O.) ON ALUMINUM LADDER(S) OR PER FINISH SCHEDULE; 09.16 POLYCARBONATED CORNER GUARD, PER DETAIL ON A8 SERIES TYPICAL ON ALL OUTSIDE CORNERS IN OFFICE 11.20 PRINTER / COPY / PLOTTER STATION. POWER SOURCE AND DATA DROP REQUIRED, REFERENCE ELECTRICAL DRAWINGS 11.24 POSTAGE MACHINE BY OWNER 11.25 SAFE BY OWNER 11.29 AV EQUIPMENT; REFERENCE ELECTRICAL DRAWINGS FOR DETAILS 11.31 RECESSED FIRE EXTINGUISHER CABINETS; REFER TO DETAIL FOR MOUNTING DIRECTION OF EGRESS RECESSED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER HEIGHT, ETC.; BASIS OF DESIGN: 22ga, COLD -ROLLED STEEL, PRE -FINISHED CABINET WITH FULL TEMPERED GLASS CABINET DOOR; COLOR: PER OWNER FROM MFR'S STANDARD SELECTION 12.04 TV SCREEN. POWER AND DATA DROP REQUIRED. REFERENCE ELECTRICAL DRAWINGS FOR DETAILS. 14.01 HYDRAULIC ELEVATOR; BASIS OF DESIGN: THYSSENKRUPP'ENDURA' 2-STAGE SERIES, 4,000 CAPACITY, MAX. 150 FPM SPEED; ONE SPEED CENTER OPENING DOOR, DIAMOND PLATE INTERIOR WALLS TO 48" A.F.F. WITH LAMINATE PANELS ABOVE, ROUND STAINLESS STEEL HANDRAILS AT SIDE AND REAR WALLS, STAINLESS STEEL CONTROL PANEL JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z 0 0 0 or) W >Q LL Q 0 0 Q-Q �OZ WQ� O J�0 U cy W U) 0 Z V 0 z cn O CN �J� I-IJ >- < 0 00 W� Q � Q LL m O J 0 �ZU ul C, 0Q0� LLI )QO 0- Q 0 W H z w a �-z z O J �O a Qww �g��a> w� U �0ZU' U'o w LL mlyLu = Q 0 0 D LL O U) w m O J J Q Y Z W m co Yw(nwpp0 H w w 0 LL LL. U U Z Z w LLJ 0 (D w w of O cn U cn Z) Z)w ao< of coCQ O z N N N N N N N LLI 1— O N O N O N O N O N O N Q N -w N OC 65 O � LID Lo N 10219 NN REGISTERED ARf:�H7'Ff`T "I'tKINA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP FLOOR PLAN - LEVEL 02 A2002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 1- 1 A4.02 1 2 3 4 5 100' - 0" 21'-9" 21'-9" 16'-2" 40'-4" 2 1 1 A3.01 A4.01 A4.01 I I 07.( 0 N 01 O SHEET NOTES: SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS STANDARD SELECTION. D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECHANICAL EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 1/ 2" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSES TO SHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE A MIN. OF 3/8": 12" SLOPE U.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/ TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH 1" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS. N. MIN. 2x NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REFERENCE ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./ B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS ,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLY AND RETURN TO MECHANICAL UNITS TO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECT ALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Y. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. _4 —UB I I I I I I I I I I O p KEYNOTES: N # NOTE 2 � 2 A4.02 — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — A4.02 01.14 ROOF RIDGE 05.18 PRE -MANUFACTURED METAL SUNSHADE; TYPICAL AT L2 OFFICE STOREFRONT, -1 WEST AND SOUTH ELEVATION LL 07.02 PRE -FINISHED DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. 07.13 _ RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; CONNECT TO STORM DRAIN; COLOR PER EXTERIOR ELEVATIONS N 07.13 ROOF ACCESS HATCH PER PLANS, 30" x 36" (U.N.O.); THERMALLY BROKEN WITH INTEGRAL INSULATED CURB; BASIS OF DESIGN: BILCO OR APPROVED EQUAL 11.22 2000 SQ. FT. OF SOLAR ARRAY AREA, DEFFERED SUBMITTAL UNDER A b SEPARATE CONDITIONAL USE PERMIT oLu CN o O L — — — — — — — — — — — — — — — — — — — — — — cIf I 0 co ILL. i q I I JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 0 0 IN > 0 00 U) Q m W W � J Q LL p p � cn 0 Q - �Op Z W Q O Jcy,p U cy) W U) 0 Z V 0 Z cn O CN �00 J� W >- � 0 00 W�p� Q LL M pJ� 0 �Z � 0Q0� �QO Q 0 W w z a � Z O J �zO QWLLJ w U �0ZU' U� cow w Z Z w D w = Q 2 J J O w m O Q Y Z w DDo DDo Z YW�nwpp0 H of w 0 w w V O cn U Fn D D� OU 0 Q 0 � O z N N N N N N N w I_ O N O N O N O N O N O (N Q L0 (0 N O L0 Lo Q N N O O O N N M ((00 r- O 10219 REGISTERED 4 ARrHlTFrT 2 1 A4.01 2 A4.01 S ANTE OFAV!►AH GTO A3.02 PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP ROOF PLAN PROJECT NORTH ROOF PLAN 1 3/16" = 1'-0" A2003 JACKSON I MAIN ARCHITECTURE P.S. © 2021 0 1- O 4 21'-9" 21'-9" 16'-2" 40'-4" 63'-8" 4'-8" 31'-8" 1nn'-n" I I 2 1 A4.01 2 A4.01 A3.02 PROJECT NORTH SHEET NOTES: A. ALL CEILINGS ARE AT 8'-0" ABOVE FINISHED FLOOR (A.F.F.) UNLESS NOTED OTHERWISE. B. ELEVATIONS NOTED A.F.F. ARE TAKEN FROM THE FINISHED FLOOR IMMEDIATELY BELOW. C. GENERAL CONTRACTOR DEVELOP COORDINATED LAYOUT OF M.E.P. AND SPRINKLER SYSTEMS CROSSING AREAS NOTED "EXPOSED TO VIEW". SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO, FABRICATION AND/OR INSTALLATION OF ANY SYSTEM. D. GROUP CONDUIT AS POSSIBLE AND HOLD TIGHT TO STRUCTURE AT AREAS EXPOSED TO VIEW. SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF ANY SYSTEM. E. PAINT ALL UNFINISHED ITEMS EXPOSED TO VIEW PER FINISH SCHEDULE, UNLESS NOTED OTHERWISE. ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES FOR ALL FINISHED ITEMS. F. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY ABOVE -CEILING ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN COMPLIANCE WITH LOCAL, STATE & FEDERAL BUILDING CODES INCLUDING BUT NOT LIMITED TO HANGER BARS, TRANSFORMERS, AND UNIT HEATERS. G. TAPE, FLOAT, AND PRIME ALL GYPSUM BOARD SURFACES TO FINISH LEVEL 3 (LEVEL 4 WHERE PAINTING). FINISH SHALL MATCH ADJACENT SURFACES OR AS INDICATED ON FINISH SCHEDULE. CONFIRM COLORS & EXTENT OF APPLICATION W/ ARCHITECT PRIOR TO PAINTING. H. SOFFITS DIMENSIONED FROM FACE OF FINISH TO FACE OF FINISH U.N.O. LIGHTING DIMENSIONED FROM CENTER LINE TO CENTER LINE U.N.O. I. SEAL ALL GAPS, SEAMS, AND PENETRATIONS THROUGHOUT CEILINGS AT FIRE OR SOUND RATED ASSEMBLIES WITH APPROPRIATE RATED SEALANTS. AT NON -RATED ASSEMBLIES, SEAL ALL GAPS, CRACKS, AND PENETRATIONS SEALANT APPROPRIATE TO ASSEMBLY TYPE, LOCATION, AND VISIBILITY J. CONCEAL ALL LIGHTING CONDUITS, VERIFY DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK K. LAY CEILING GRID OUT FROM CENTER POINT OF ROOM, UNLESS NOTED OTHERWISE. WHERE MAJORITY OF EDGE IS LESS THAN 1/2 TILE, SHIFT GRID 1/2 TILE TO REDUCE TILE WASTE. L. CEILING GRIDS SHALL BE SEISMICALLY RESTRAINED - REFERENCE DETAILS FOR MORE INFORMATION M. ALL LIGHT FIXTURES SHALL BE IC -RATED (INSULATION CONTACT), UNLESS OTHERWISE REQUIRED BY BUILDING CODE, AND SHALL MAINTAIN REQUIRED FIRE RATING OF WALL/FLOOR/CEILING ASSEMBLY WHERE IT IS INSTALLED. N. ALL LIGHTING, M.E.P. FIXTURES, AND CEILING ACCESSORIES ON RCP'S FOR DIMENSIONAL PURPOSES ONLY. FIXTURE TYPES SHALL BE DICTATED BY M.E.P. DRAWINGS, UNLESS NOTED OTHERWISE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. O. LIGHTING FIXTURES NOT THE FULL SIZE OF A CEILING PANEL SHALL BE CENTERED IN INDICATED PANEL. P. EGRESS LIGHTING SHALL BE BY CONTRACTOR - REFER TO ELECTRICAL DRAWINGS. Q. PROVIDE LENSES AT RECESSED FIXTURES WHERE REQUIRED BY CODE. R. CENTER LIGHT FIXTURES WITHIN ROOM, CORRIDOR, AND/OR SOFFIT, UNLESS NOTED OTHERWISE. PROVIDED DIMENSIONS FROM FINISH FACE TO CENTERLINE OF FIXTURE, U.N.O. S. VERIFY W/ LOCAL FIRE MARSHALS APPROVAL OF ALL EXIT SIGNAGE LOCATIONS PRIOR TO ORDER OR INSTALL CONFIRM APPROVAL WITH ARCHITECT. T. REFERENCE MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. U. LOCATE CEILING ACCESS PANELS AS SHOWN ON ARCHITECTURAL DRAWINGS, COORDINATE WITH M.E.P. CONTRACTOR. V. UNLESS NOTED OTHERWISE PROJECTOR MOUNTS SHALL BE LOCATED BETWEEN 10'-0" AND 13'-0" FROM THE WALL THEY ARE PROJECTING ONTO. W. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. X. REFERENCE ELECTRICAL DRAWINGS FOR LIGHT FIXUTRES WITH BATTERY BACK UP AND EMERGENCY EGRESS LIGHTS. RCP LEGEND: ® 4" SQUARE LED WALL WASHER 4" SQUARE LED RECESSED DOWNLIGHT GRAYPANT MOON PENDANT HIGH BAY LIGHT FIXTURE; MIN. 12'-0" A.F.F. 10' PENDANT LINEAR STRIP FIXTURE RECESSED LINEAR SLOT LIGHT; SIZE PER RCP. ® 4' PENDANT LINEAR LIGHT 4' CEILING MOUNTED LINEAR LIGHT E�] WALL PACK Q WALL MOUNTED FIXTURE LINEAR DOWN LIGHT AND ACOUSTIC BAFFLES VANITY LIGHTING AROUND SINK MIRROR UNDERMOUNTED LED CABINET / SOFFIT TASK LIGHTING INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE OF FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE WOOD CEILING PANELS GYPSUM WALL BOARD CEILING. REFEREMCE A8 SERIES FOR DETAILS (MOISTURE RESIST. GWB IN RESTROOMS) 2'X2' ACOUSTICAL CEILING TILE. REFEREMCE A8 SERIES FOR DETAILS - DAYLIGHT ZONE - PRIMARY FOR SIDELIGHT; PER WSEC SECTION C405.2.4.2 DAYLIGHT ZONE - SECONDARY FOR SIDELIGHT; PER WSEC SECTION C405.2.4.2 ® EXIT SIGN ®� EXIT SIGN WITH DIRECTIONAL ARROWS CEILING FAN 10' - 3" A.F.F. - REFERENCE MECHANICAL DRAWINGS KEYNOTES: If oil i JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z 0 0 > 0 W W � J Q LL p 0 cn 0 Q-p �OZ W Q O Jcy,p U cy) W U) 0 Z (D 0 Z cn 0 o �Ow>-00 �J <Q Wfp� LL m O J 0 �ZcU2z . 0 Do0�O �LLI QO Q 0 W z z O Q LU w W U 0 Z U' coW ly Z Lu LL=)< O W m p J Y Z W m `S W of H W U)W W 0 O LL n _ w 0F5c) nD Of w Of w W [Loa0U) O z LLI N O N O N O N O N O Q N L0 N (O N 04 N N M O N L0 L0 p N N O O O N O (M O (0 O f- O O 10219 REGISTERED ARf:HH7'Ff`T r-A l tKINA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 # NOTE PROJECT MGR.: MC DRAWN BY: MG 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS CHECKED BY: KP 09.17 CENTER CEILING GRID IN ROOM, AS INDICATED 11.26 MECHANICAL EQUIPMENT PLATFORM REFLECTED CEILING PLAN - LEVEL 01 CEILING PLAN - LEVEL 01 1 3/16" =1'-0" A201 JACKSON I MAIN ARCHITECTURE P.S. © 2021 w ,,tq 0 z Q U 1- 1 1 2 3 4 F 100' - 0" 21'-9" 21'-9" 16'-2" 40'-4" 63'-8" 4'-8" 31'-8" 3'-87/8" 6'-7" 3'-5" 3'-7" 1 '-87/8" 6'-7" 2'-11" X-7" 5'-103/4" 3'-7" 3'-5" 6'-7" 10'-7" 6'-7" 7'-5" 4'-1" 2'-1V 6'-7" 1'-21/ CANOPY LENGTH CANOPY LENTH CANOPYLENGTH CAf JOPYLEN TH CA 4OPYLEN TH CANOPY LENGTH' CANOPY LENGTH C NOPYLENG H CANOPYLENGTH I I I I I 2 1 1 A4.01 A3.01 A4.01 I I I I I I I I 1 A3.02 I 2 A4.02 L EQ d w d W &RCHIVE ROOM 209 8' - 0" A.F.F. EQ I I EQ I I I I .[ so 0, 1 'NIL 0 0 IFFICE - III• "F3 ��-ilsomm - i 11NIN is I Nw, 11E.j 1. msir�smim - mill1 11M11111M111M11111 11M1111M11111w 0 E COF�RIDOR SERVER 09.17 8' - 0" A.F.F. (] 212 0 r 011 ' AUDIT EQ EQ 211 8'-0"A. F. F. N r Ll _ _ — EQ EQ EQ 09.17 N `L EQ ' IL EQ I I IL ` T ■�I� o • • IFA—MkL 11 Jill o ,� _ - 8' - 0 3/4" A.F.F. _ COMMISSION ;, �- MEETIN ROOM 218 8'-0"A. F.F. I: o w i Lu _-- o o EQ.Ic Q E r, EQ: Lu th 8' - 0 3/4" A.F.F. II III po Do 9 09.23 II A8.06 III 8' - 0" A.F.F. II� 09.17 II BREAK ROOM STORAGE II 216 219 II 8' - 0" A.F.F. I 6 A8.06 I 2 1 A3.02 A4.01 OFFICE 1 _Ei:� 8' - 0" A.F.F. 8' - 0" A.F.F. 8' - 0" A.F.F. ❑ ❑ L('RRY 1 A4.02 LLI 200 0 5' - 10 1 /4" 5' - 6 1 /4 2 d d A3.01 w w Ell w- - -d EQ _W - _ o w LEASEABLE OFFICE LJ 217 0 — — — 2 REFERENCE ELECTRICAL DRAWINGS A4.02 FOR EMERGENCY LIGHTING SHEET NOTES: A. ALL CEILINGS ARE AT 8'-0" ABOVE FINISHED FLOOR (A.F.F.) UNLESS NOTED OTHERWISE. B. ELEVATIONS NOTED A.F.F. ARE TAKEN FROM THE FINISHED FLOOR IMMEDIATELY BELOW. C. GENERAL CONTRACTOR DEVELOP COORDINATED LAYOUT OF M.E.P. AND SPRINKLER SYSTEMS CROSSING AREAS NOTED "EXPOSED TO VIEW". SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO, FABRICATION AND/OR INSTALLATION OF ANY SYSTEM. D. GROUP CONDUIT AS POSSIBLE AND HOLD TIGHT TO STRUCTURE AT AREAS EXPOSED TO VIEW. SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF ANY SYSTEM. E. PAINT ALL UNFINISHED ITEMS EXPOSED TO VIEW PER FINISH SCHEDULE, UNLESS NOTED OTHERWISE. ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES FOR ALL FINISHED ITEMS. F. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY ABOVE -CEILING ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN COMPLIANCE WITH LOCAL, STATE & FEDERAL BUILDING CODES INCLUDING BUT NOT LIMITED TO HANGER BARS, TRANSFORMERS, AND UNIT HEATERS. G. TAPE, FLOAT, AND PRIME ALL GYPSUM BOARD SURFACES TO FINISH LEVEL 3 (LEVEL 4 WHERE PAINTING). FINISH SHALL MATCH ADJACENT SURFACES OR AS INDICATED ON FINISH SCHEDULE. CONFIRM COLORS & EXTENT OF APPLICATION W/ ARCHITECT PRIOR TO PAINTING. H. SOFFITS DIMENSIONED FROM FACE OF FINISH TO FACE OF FINISH U.N.O. LIGHTING DIMENSIONED FROM CENTER LINE TO CENTER LINE U.N.O. I. SEAL ALL GAPS, SEAMS, AND PENETRATIONS THROUGHOUT CEILINGS AT FIRE OR SOUND RATED ASSEMBLIES WITH APPROPRIATE RATED SEALANTS. AT NON -RATED ASSEMBLIES, SEAL ALL GAPS, CRACKS, AND PENETRATIONS SEALANT APPROPRIATE TO ASSEMBLY TYPE, LOCATION, AND VISIBILITY J. CONCEAL ALL LIGHTING CONDUITS, VERIFY DIMENSIONS BEFORE ORDERING E MATERIALS AND PROCEEDING WITH THE WORK o K. LAY CEILING GRID OUT FROM CENTER POINT OF ROOM, UNLESS NOTED OTHERWISE. ' WHERE MAJORITY OF EDGE IS LESS THAN 1/2 TILE, SHIFT GRID 1/2 TILE TO REDUCE N TILE WASTE. L. CEILING GRIDS SHALL BE SEISMICALLY RESTRAINED - REFERENCE DETAILS FOR MORE INFORMATION M. ALL LIGHT FIXTURES SHALL BE IC -RATED (INSULATION CONTACT), UNLESS OTHERWISE REQUIRED BY BUILDING CODE, AND SHALL MAINTAIN REQUIRED FIRE RATING OF WALL/FLOOR/CEILING ASSEMBLY WHERE IT IS INSTALLED. N. ALL LIGHTING, M.E.P. FIXTURES, AND CEILING ACCESSORIES ON RCP'S FOR DIMENSIONAL PURPOSES ONLY. FIXTURE TYPES SHALL BE DICTATED BY M.E.P. DRAWINGS, UNLESS NOTED OTHERWISE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. O. LIGHTING FIXTURES NOT THE FULL SIZE OF A CEILING PANEL SHALL BE CENTERED IN INDICATED PANEL. P. EGRESS LIGHTING SHALL BE BY CONTRACTOR - REFER TO ELECTRICAL DRAWINGS. Q. PROVIDE LENSES AT RECESSED FIXTURES WHERE REQUIRED BY CODE. o R. CENTER LIGHT FIXTURES WITHIN ROOM, CORRIDOR, AND/OR SOFFIT, UNLESS NOTED OTHERWISE. PROVIDED DIMENSIONS FROM FINISH FACE TO CENTERLINE OF FIXTURE, U.N.O. S. VERIFY W/ LOCAL FIRE MARSHALS APPROVAL OF ALL EXIT SIGNAGE LOCATIONS PRIOR TO ORDER OR INSTALL CONFIRM APPROVAL WITH ARCHITECT. T. REFERENCE MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. U. LOCATE CEILING ACCESS PANELS AS SHOWN ON ARCHITECTURAL DRAWINGS, COORDINATE WITH M.E.P. CONTRACTOR. V. UNLESS NOTED OTHERWISE PROJECTOR MOUNTS SHALL BE LOCATED BETWEEN 10'-0" AND 13'-0" FROM THE WALL THEY ARE PROJECTING ONTO. W. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS - DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. ' X. REFERENCE ELECTRICAL DRAWINGS FOR LIGHT FIXUTRES WITH BATTERY BACK UP `T AND EMERGENCY EGRESS LIGHTS. C RCP LEGEND: ® 4" SQUARE LED WALL WASHER I? O 4" SQUARE LED RECESSED DOWNLIGHT GRAYPANT MOON PENDANT 0 HIGH BAY LIGHT FIXTURE; MIN. 12'-0" A.F.F. 10' PENDANT LINEAR STRIP FIXTURE B RECESSED LINEAR SLOT LIGHT; SIZE PER RCP. ® 4' PENDANT LINEAR LIGHT 4' CEILING MOUNTED LINEAR LIGHT E�] WALL PACK Q WALL MOUNTED FIXTURE 0 in LINEAR DOWN LIGHT AND ACOUSTIC BAFFLES VANITY LIGHTING AROUND SINK MIRROR - - = UNDERMOUNTED LED CABINET / SOFFIT TASK LIGHTING ' INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE N OF FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE WOOD CEILING PANELS _ GYPSUM WALL BOARD CEILING. REFEREMCE A8 SERIES FOR DETAILS (MOISTURE RESIST. GWB IN RESTROOMS) CD 2'X2' ACOUSTICAL CEILING TILE. REFEREMCE A8 SERIES FOR DETAILS - DAYLIGHT ZONE - PRIMARY FOR SIDELIGHT; PER WSEC SECTION C405.2.4.2 DAYLIGHT ZONE - SECONDARY FOR SIDELIGHT; PER WSEC SECTION C405.2.4.2 A ® EXIT SIGN EXIT SIGN WITH DIRECTIONAL ARROWS CEILING FAN 10' - 3" A.F.F. - REFERENCE MECHANICAL DRAWINGS KEYNOTES: # I NOTE 09.17 16ENTER CEILING GRID IN ROOM, AS INDICATED 09.23 JALIGN CEILING GRID WITH CORNER OF WALL F JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) 0 Z 0 0 �o vJ 00 W W � J Q LL 0 O U) Q-o F---OZ iJJ Q O J�0 U cy) W U) 0 Z (D 0 Z cn 0 o �Ow>-00 �J <Q W f o� >> LL m J 0 �ZcU2z . ��0 0Q0� LLI ) Q O 0— Q 0 W z O w Q w U p z U' m ly w z wLL=11Q�p p O W m p J Y z tj m `S W WO Of —Ww0LL U) � q _ (5 w OcnUcnD of w of w m �oao� O LLI N O N O N O N O N O � Q N N � Co N F4 N N —M O N — p C'4 04 N 0 0 0 0 CD N O CO) O Co O O O — �j 10219 REGISTERED ARf:�H7'Ff`T �w i trctntA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP 2PFI P(`Tp:n (:PII INIC; PI ANI _ CEILING PLAN - LEVEL 02 1 3/16" = 1'-0" PROJECT NORTH P2012 JACKSON I MAIN ARCHITECTURE P.S. © 2021 1- CD Solar Panel Installation not approved with this building permit. Conditional use permit required to exceed the zoning height limit. SOLAR PANEL 47' - 0" o ' " _ MAX. BLDG. HT. 44' -- 0" 1 T.O.P. CHLOC J 43' - 9" T.O.P. L J 41'-6" r ROOF 39' - 4" B.O. STRUCT. r ROOF 37- 4" LEVEL 02 0 29'-0" = o ' B.O. STRUCT. L 02 n 27' - 2 1 /2" 1 SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. ALLOWABLE OPENING CALCULATION PER TABLE 705.8, WSBC ELEVATION ALLOWED PROPOSED OPENING PERCENTAGE CALCULATIONS NORTH I NO LIMIT NA SOUTH NO LIMIT NA EAST NO LIMIT NA WEST 25% 700 / 2837 = 24.7% iT/ JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z O O O U) Q M � W� LLI � J Q LL Q U) 0 Q -o �OZ WQ� O J(00 (_5 cy) W `'' _LEVEL 01 � 14'-0" v WEST ELEVATION 1 U) 0 Z 0 Z 0 (n w >- o N 00 3/16" = 1'-0" �J W o�> <Q � �Z �QO 00 0- Q 0 2 W W KEYNOTES: NOTE 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS 05.18 PRE -MANUFACTURED METAL SUNSHADE; TYPICAL AT L2 OFFICE STOREFRONT, WEST AND SOUTH ELEVATION 07.02 PRE -FINISHED DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; CONNECT TO STORM DRAIN; COLOR PER EXTERIOR ELEVATIONS 07.15 PRE -FINISHED METAL COPING, TYP, COLOR PER ELEVATION MATERIAL TAG 10.18 BUILDING ADDRESS NUMBERS UNDER SEPARATE PERMIT; PER CITY OF EDMONDS REQUIREMENTS; (MIN.) 12" TALL WITH 1/2" MINIMUM STROKE WIDTH ON A CONTRASTING BACKGROUND; REFER TO FIRE DEPARTMENT CONDITIONS OF APPROVAL AND REQUIREMENTS, VERIFY WITH FIRE MARSHAL PRIOR TO INSTALLATION 26.05 LIGHT FIXTURE - REFERENCE ELECTRICAL MATERIAL LEGEND: PRODUCT COLOR [#1 PRODUCT: 1. METAL PANEL 2. BRICK [X1 COLOR: A. REGAL BLUE (W35) B. SLATE GRAY (W38) C. LINEN WHITE (81) D. TAHOE BLUE (W71) E. CHESTNUT MANUFACTURER PROFILE [#1 PROFILE/FINISH: 1. 4" VERTICAL 2. 4" HORIZONTAL 3. SMOOTH FACE M MANUFACTURER: A. METAL SALES B. MUTUAL MATERIALS H Z H w a HZ Z O 22O aWWXXW 2 > U �0Z0 (DW U) LL mlywZzo n Q o 0 D LL G U)m w O J J Q Y Z W m mZ YwUnpp� w H W 0 LL LLU U Z o Z o o W Ljj0 0wwof O cn U in aoa0U)CQ° o Z N N N N N (V N uJ O N O N O N O N O N O N Q � W (O N N M O LO LO LO LO p C�V N O O O N N (M O (O O 1 O- CDO O 10219 REGISTERED ARrHI7'Frr �w i �lirnsA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR ELEVATIONS NORTH ELEVATION 2 3116"=110" NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE A3001 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: D 1 C B 2 A A4.02 A4.02 I I k 1 1 A4.01 2 3 4 A4.01 a- - SOUTH ELEVATION 1 Solar Panel Installation not approved with this building permit. Conditional use permit required to exceed the zoning height limit. M o i ih Cr) 0 in 0 CD M SOLAR PANEL n 47' - 0" v MAX. BLDG. HT � 44' - 0" T.O.P. H 43- 9" T.O.P. L 41' - 6" ROOF 39' - 4" B.O. STRUCT. ROOF 37' - 4" LEVEL 02 29' - 0" B.O. STRUCT. L02 n 27' - 2 1 /2" LEVEL 01 14'-0- SOLAR PANEL 47'-0" MAX. BLDG. HT. 44'-0" T.O.P. H 43-9" ZT-6Z619 39' - 4" B.O. STRUCT. ROOF 37' - 4" LEVEL 02 29' - 0" _ B.O. STRUCT. L 02 27' - 2 1 /2" LEVEL 01 � 14'-0- A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. ALLOWABLE OPENING CALCULATION PER TABLE 705.8, WSBC ELEVATION ALLOWED PROPOSED OPENING PERCENTAGE CALCULATIONS NORTH I NO LIMIT NA SOUTH NO LIMIT NA EAST NO LIMIT NA WEST 25% 700 / 2837 = 24.7% KEYNOTES: NOTE 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS 05.18 PRE -MANUFACTURED METAL SUNSHADE; TYPICAL AT L2 OFFICE STOREFRONT, WEST AND SOUTH ELEVATION 07.02 PRE -FINISHED DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; CONNECT TO STORM DRAIN; COLOR PER EXTERIOR ELEVATIONS 07.15 PRE -FINISHED METAL COPING, TYP, COLOR PER ELEVATION MATERIAL TAG 10.18 BUILDING ADDRESS NUMBERS UNDER SEPARATE PERMIT; PER CITY OF EDMONDS REQUIREMENTS; (MIN.) 12" TALL WITH 1/2" MINIMUM STROKE WIDTH ON A CONTRASTING BACKGROUND; REFER TO FIRE DEPARTMENT CONDITIONS OF APPROVAL AND REQUIREMENTS, VERIFY WITH FIRE MARSHAL PRIOR TO INSTALLATION 11.23 ELECTRICAL METERING EQUIPMENT, REFERENCE ELECTRICAL DRAWINGS FOR DETAILS. 23.06 MECHANICAL EQUIPMENT. REFERENCE MECHANICAL DRAWINGS FOR DETAILS. 26.05 LIGHT FIXTURE - REFERENCE ELECTRICAL MATERIAL LEGEND: PRODUCT COLOR [#1 PRODUCT: 1. METAL PANEL 2. BRICK [X1 COLOR: A. REGAL BLUE (W35) B. SLATE GRAY (W38) C. LINEN WHITE (81) D. TAHOE BLUE (W71) E. CHESTNUT MANUFACTURER PROFILE [#1 PROFILE/FINISH: 1. 4" VERTICAL 2. 4" HORIZONTAL 3. SMOOTH FACE M MANUFACTURER: A. METAL SALES B. MUTUAL MATERIALS JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) 0 Z 0 O >- O W LLI LLJ 3: � J Q LL Q 0 Q-o �OZ w Q O � J0 U cy) w U) 0 Z (D 0 Z cn O o �00 J� w >- � 00 W o�> Q �Z � 00°�0 �QO 0— Q LLJ H Z H_ w a HZ Z O 22O F_ QWwXXU) U �0ZU' (D w LL= mlywZzo Q 2 0 0 D O w m O J J Q Y Z W m mZ YwU)Lu00 H W LU 0 LL LLU U Z Z LLI LLJ0 0wwof O &5 U in aoa0U)C° O Z N N N N N 04 N w 0 N 0 N 0 N 0 N 0 N 0 N a N N 0 0 0 N N O CM O (O O f - O O � E 10219 NN REGISTERED ARf:�H7'Ff`T �w i �lirnaA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR ELEVATIONS 2 J 3EAST ELEVATION NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE A3002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 1 E D A4.11 I I I I I I I I I I I I I I 4 I B 2 A4.02 A 2 MAX. BLDG. HT. n A4.11 M 44' -_ Oil 1 N N _ T.O.P. H `'' 43' - 9" I I T.O.P. (L) n 41'-6" ROOF I I 39' - 4" I I ROOF LEASEABLE I OFFICE I 217 LEVEL 02 — — — — — 29' - 0�� 0 C', B.O. STRUCT. L 02� - — — — — — I I — — — — 2T - 2 1 /2" 07.17 I I I I I I o SINGLE HT. MAINTENANCE I SHOP I 103 a LEVEL 01 14'-0" I PIT DEPTH 10'-0" BUILDING SECTION 1 3/16" =1'-0" 1 2 E D A4.°2 C B A4.02 A 2 A4.11 1 MAX. BLDG. HT. KEYNOTES: A4.11 RIC _ _ _ 44' - 0" T.O.P. H # NOTE co43'-9" 05.19 FRAMING PER STRUCTURAL. REFERENCE STRUCTURAL DRAWINGS FOR SIZE °' T.O.P. L AND LOCATION _ I _ _ _ N 41' - 6" 05.20 42" HIGH STEEL PLATFORM GUARDRAIL PER SECTIONS, FULLY WELD ALL CONNECTION AND GRIND SMOOTH, PAINT. REFERENCE A8 SERIES FOR N ROO 07.17 INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE OF � -----------------------------------+----- I 39 - 4 FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE — — — — — — �� B.O. STRUCT. 1 ----- ROOF I ARCHIVE 13 EQUIPMENT I I 37' - 4" I OFFICE 6 ROOM o5.2o A8.05 PLATFORM o 206 C. 209 221 C. I I I I I I - LEVEL 02 29'-0" o I c� �— — T _�— B.O.STR27C212 ,� 05.19 I I I 07.17 I I I I I I I o I DOUBLE HT. I I I COMMERCIAL I MAINTENANCE I I I RETAIL FS MECH. BAY (2) I I 101 I 111 a I I 102 I I I I — LEVEL 01 14'-0" I I PIT DEPTH 10'-0" BUILDING SECTION 2 3/16" =1'-01, JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) 0 z 0 0 O 0 w� LLJ� J >Q L.L 0 Q U) 0 Q—Q �oz � way O J�0 U cy) W U) 0 z (D 0 z U) 0 o �J 0 W>- <Q 00 00 LLJQ�> LL M 0 <�cn J 0 � 2 U C) 00 �QO 0 2 0— Q W W z �_ w a !zz z O J��2O Is- a �g�0-a> w LLJ X — U 0z0 U'o w w= mlywzzo Q 2 0 0 p 0 w m O J J Q Y z W m m Z YwU)Lu00 H w w 0 LL LL. U U z p z p p w LLJ 0 (D w w of ao of a0U)C° o z N N N N N N LU 0 0 0 0 0 0 Q � w CO N m LIDLo Lo p N 04 N 0 0 0 N N M (O 10219 NN REGISTERED ARf:�H7'Ff`T "I tKINA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP BUILDING SECTIONS AA 4001 kCKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 1 A4.01 2 3 4 A4.01 5 I I I I I I I 1 3 A4.11 I I I MAX. BLDG. HT. 44' - 0" T.O.P. H M 43' - 9" jF "' T.O.P. (L) 41'-6" N N _ _ ROOF 39' - 4" V B.O. STRUCT. ROOF 0 LEVEL 02 0 29' - 0" "' _ _ — B.O. STRUCT. L 04 27' - 2 1 /2" LEVEL 01 � 14'-0" V — — — I — — — — — — — — — — — — — — — — — — — — — — — — — PIT DEPTH 10'-0" V BUILDING SECTION 3/16" =1'-0" A4.01 2 3 4 ri A4.01 5 4 KEYNOTES: I A4.11 SOLAR PANEL n MAX. BLDG. HT. NOTE 05.19 FRAMING PER STRUCTURAL. REFERENCE STRUCTURAL DRAWINGS FOR SIZE T.O.P. H AND LOCATION 43' - 9" 05.20 42" HIGH STEEL PLATFORM GUARDRAIL PER SECTIONS, FULLY WELD ALL — — — CONNECTION AND GRIND SMOOTH, PAINT. REFERENCE A8 SERIES FOR T.O.P. (L) DETAILS — — — N 41' - 6" 07.17 INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE OF FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE - - - - N - - - ROOF 39' - 4" B.O. STRUCT. ROOF 0 LEVEL 02 29'-Owl 0 B.O. STRUCT. L 02 � 27' - 2 1 /2" �I 2 BUILDING SECTION 3/16" =1'-0" LEVEL 01 14'-0" PIT DEPTH 10'-0" JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1.111Dyke] 04a191:3". U) 0 z 0 O O 00 0 () Q W� W �JQ ILL 0 09(j) 0 Q-o Ilwwwwwwwww �C)z � wQ� 0 J�0 U cy) W U) 0 z� 0z o o �J�aQ W>- 00 W C) � � O m a J �� z WQz C)� 00 ---)QO 0 � Q W LU 0- L:U) O 2O �- �� aU � zI LU o� J z �U) Go IY O° LL w o w()f � cr U)O U O z CV N W N QLo oN 0 10219 � N REGISTERED FT ARrHITr �w i �lirnaA PROCHASICA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KP BUILDING SECTIONS A4A 02'".' ■ kCKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 5 1 A E 2 A8.02 T.O.P. CH � I— 143'-g,� 2 2 2 A8.02 A8.02 A8.02 OPP. HAND —� I --I-- �— I T.O.P. L RC T.O.P. L T. 0. P. fL I I 41'-6" I I 41'-6" 41'-6" Rc RC I I I I RC I I I I I I I I I I I _ I _ ROOF 39' — 4" I I I I B.O. STRUCT. B.O. STRUCT. B.O. STRUCT. B.O. STRUCT. ROOF _ _ ROOF _ _ _ _ _ _ _ _ ROOF _ _ _ _ _ ROOF 37' - 4" 37' - 4" 37- 4" 2 A8.03 — — — — 5 I A8.02 5 A8.02 3 A8.02 I I LEVEL 02 LEVEL 02 LEVEL 02 LEVEL_02 " — — 29'-0" — — — — 29'-0— — — — — — r — — 29'-0'� — I— I I _ +t z B.O. STRUCT. L 02 _ _ B.O. STRUCT L 02 _ _ B.O. STRUCT. L 02� _ _ B.O. STRUCT. L 02� 2T — 2 1 /2" 27' — 2 1 /2" V I I 27' — 2 1 /2" 8 2T — 2 I I A8.03 6 Ll A8.02 01.15 I I 8 A8.02 CEI 12 I I 4 A8.02 I FS 07.16 I FS FS FS I LEVEL 01 I I _ —LEVEL 01 _ LEVEL 01� I I _ LEVEL 01� 14' 0" —I a 14'—0" 07.16 AFT -III III — T — WALL SECTION - NORTH ELEVATION 1/2" =1'-0" WALL SECTION - SOUTH ELEVATION 1/2" =1'-0" WALL SECTION - EAST ELEVATION 1/2" = 1'-0" WALL SECTION - WEST ELEVATION 1/2" =1'-0" A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROCEDURAL NOTES. B. REFER TO WINDOW AND DOOR SCHEDULES FOR SILL HEIGHTS, ETC. C. REFER TO FINISH FLOOR PLANS, INTERIOR ELEVATIONS, AND FINISH SCHEDULES FOR INTERIOR FINISH MATERIALS AND TRANSITIONS. D. REFER TO EXTERIOR DETAILS FOR TYPICAL ROOF AND FLASHING DETAILS. E. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISH MATERIALS PATTERNS AND COLORS. F. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING, BRACING, AND SUPPORT COMPONENTS. G. THROUGH -WALL COUNTERFLASHING SHALL BE APPROPRIATE TWO-PIECE PREFINISHED SHEET METAL PER S.M.A.C.N.A. MANUAL FIG 4-4D U.O.N. H. ALL PENETRATION FIRESTOP ASSEMBLIES SHALL MATCH THE RATINGS OF THE ASSEMBLIES THEY PENETRATE. I. PROVIDE AND INSTALL BLOCKING, BRACING AND STRAPPING FOR CABINETS, GRAB BARS, M.E.P. EQUIPMENT, AND ALL OTHER ITEMS THAT REQUIRE SUPPORT. FOR METAL FRAMING REF. SHEET SERIES A8 FOR BACKING PLATE DETAILS AND INFORMATION. J. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE. THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 01.15 WALL RETURN BEYOND 07.16 IF EXTERIOR GRADE IS WITHIN 24" OF THE SLAB ON GRADE THEN R-10 RIGID INSULATION IS REQUIRED TO EXTEND 24" BELOW TOP OF SLAB TO THE BOTTOM OF THE FOOTING. 2018 WSEC TABLE C402.1.3 AND SECTION C402.2.6. JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) 0 Z 0 0 IN U) Q 00 � W W �JQ LL p 0 cn 0 Q-p �oz WQ0 O J�0 U cy) W U) 0 Z (D 0 Z cn 0 o SOW>-00 �J <Q W�p� LL M DJ� 0 �Zc)2z . - 0 00 �QO 0 0— Q W W z U w Q w U 0 z U' coW ly z W LL D Q p o LL O � W m 0 Y z W m `S W WO H W U) W 0 LL ,LD 0w o U) n D of w of w co �o<1 D 0 z LLI N O N O N O N O N O Q N Lo N � CO N 04 N N M O N LO LO C) C�V N C:) C)O N O Ch CD CO (D I- CD CD 10219 NN REGISTERED ARf:�H7'Ff`T �w i �lirnsA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP WALL SECTIONS A401 JACKSON I MAIN ARCHITECTURE P.S. © 2021 LOBBY -100 EAST 1/2" =1'-0" IN URINAL R.R. -105 NORTH 1/2" =1'-0" I I I 09.20 09.19 I 22.15 09.18 URINAL R.R. - 105 EAST 1/2" = 1'-0" 2'-3" / / / / / / / / / / / \ \ S u \ \ \ \ \ \ / / / / / / / / / / / / / / / LOBBY -100 NORTH 1/2" =1'-0" 1'-0" 09.20I 99.19 i I 1 O PTD SD 1 22.15 1 UNISEX R.R. -104 WEST 1/2" =1'-0" MIR 09.25 LOBBY -100 SOUTH 1/2" =1'-0" UNISEX R.R. -104 NORTH 1/2" =1'-0" TPD UNISEX R.R. -104 EAST 1/2" =1'-0" JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 v! 0 z O O IN U) Q 00 � W W �JQ LL p p � cn 0 Q - �op z � wQ� O J�p U cy) W 07 r) z V 0 z cn O CN �J W >- < O 00 W�p� Q LLM pJ� <�cn 0 � 2 U CLLI ) Oo0�p )QO Q W W H z w a !z z z O 22O a QwwXX� g��a> U �0ZU' U'o w w= m ly Q w 2 Z_ 0 _Z 0 D OLL � w m O J J Q Y Z W m mZ YwUnwppo H w w 0 LL LL. U U Z Z �w � 0 (.9wwof 0 n c) i5 D D aoa0U)C° o z N N N N N (V N w I_ 0 N 0 N 0 N 0 N 0 N 0 N Q It)N co co N � O � LID Lo Lo p N N 0 0 0 N N M ((O 1,- O iozis REGISTERED NN —4 ARrHITFf`T �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP INTERIOR ELEVATIONS A5021 JACKSON I MAIN ARCHITECTURE P.S. © 2021 16' - 1 3/4" SHEET NOTES: 7/8" 2'-6" 1'-0" 2,-6" 1'-3" 2,-6" 2'-0" 1'-6" 1" 2'-8" 7/8„ r r 2 L 1' - 8" 1' - 0"`L A. ALL INTERIOR ELEVATION DIMENSIONS FROM FINISHED FACE, U.N.O. A8.05 09.24 B. PROVIDE 2" GROMMETS AT EACH LOCATION OF OUTLET AND/ OR DATA JACK MOUNTED BELOW COUNTER (MIN. 3-0" O.C.). VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. ❑ \ C. TAPE, SAND, AND PRIME ALL EXPOSED GYPSUM BOARD, TO MINIMUM FINISH LEVEL 3 _ I / (MIN. LEVEL 4 WHERE PAINTED). FINAL FINISH AS SHOWN ON SCHEDULE. D. PROVIDE CONTINUOUS SEALANT AROUND ALL PENETRATIONS IN FLOOR, WALL, Q a \ ❑ \ \ ` � 26.05 CEILING, OR ROOF ASSEMBLIES, APPROPRIATE TO THE RATING AND CONSTRUCTION cn ,' , OF ASSEMBLY. 7 w O , I , , O O ' E. EXPOSED WALLS UNDER COUNTERS, CABINETS AND MILLWORK, OR BEHIND w ` ' ❑ ' ` ' / FIXTURES NOT AFFIXED TO STRUCTURE, TO RECEIVE WALL FINISH AS SCHEDULED N / / FOR THE ADJACENT WALLS. 09.24 , F. COORDINATE MILLWORK/ CASEWORK LAYOUTS AS REQUIRED FOR CHASES, COLUMN � / ------• / I � / 0 � L MIR ' WRAPS, ETC. I ' 11.16 ' G. VERIFY SIZES, CLEARANCES, AND UTILITY DEMANDS OF ALL OWNER -FURNISHED 09.28 8 ' EQUIPMENT. VERIFY SIZES OF ALL EQUIPMENT TO BE HOUSED/ INTEGRATED INTO � o I - ' OR ADJACENT TO MILLWORK (SINKS, ETC.) PRIOR TO FABRICATION. INDICATE 11.04 09.28 �O5 11.06 U DIMENSIONS OF THESE EQUIPMENT' REQUIRED CLEARANCES ON SUBMITTED N U PTD SHOP DRAWINGS. 11.12 11.28 Q w I ` I � a Sp � SCD H. REFER TO FINISH SCHEDULE AND LEGENDS FOR MATERIAL DESIGNATION AND 8 ` INFORMATION. LL ®®®= ®®® w O \ I. REFER TO G SHEETS FOR CODE REQUIRED TOILET ACCESSORY MOUNTING HEIGHTS. Iw ` J. SHELVES IN BOOKCASES AND CABINETS SHALL BE ADJUSTABLE, UNLESS NOTED I u� OTHERWISE. b ` I' K. PROVIDE CONTROL JOINT(CJ's) MOULDING AS SHOWN AND AT ALL HEADS OF ` WINDOWS AND DOOR FRAMES. IF NO CJ IS INDICATED LOCATE JOINTS A MINIMUM OF N ' 20'-0" O.C. PER GYPSUM ASSOCIATION. I ` L. LEAVE EXPOSED STRUCTURE CLEAN AND BLEMISH FREE WITH FACTORY FINISH EXPOSED TO VIEW. M. PROVIDE A CARBORUNDUM-RUBBED FINISH ON ALL EXPOSED VERTICAL CONCRETE IN THE PROJECT U.N.O. PROTECT CONCRETE FROM DAMAGE, 17 BREAK ROOM - 216 SOUTH 8 MEWS R.R. - 213 WEST 55 MEWS R.R. - 213 EAST N PROVIION LDEPAINTED WALLS OF I.D.F.34"AND ., OVER ROOMS, TAPED AND O FLOATED G.W.B. (FINISH LEVEL 2) O. MIRROR LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. P. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS 09.26 DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: ` # NOTE ... .. .. 06.05 � II � I 12.04 � \ I SI6 �I M p I I SEE DOOR co80 12.05 SCHEDULE 77 I I , I I I II I II I I I / I n11 [ten 1 I �11 I_ =1 [ n 1 / I II II / - - Q COMMISSION MEETING ROOM - 218 WEST CORRIDOR - EAST 18 1/2" =1'-0" 9 1/2" = 1'-0" EQ EQ -6" FILLER PANEL 3' - 2" 3' - 2" 3' - 2" 3' - 2" 3' - 2" T- 2" -6" FILLER PANEL EQ EQ EQ EQ E EQ EQ EQ Z 0 J v> O O O O O O w w w w w w O� L � L Tf L L O� o 0 0 0 0 0 Z Z Z Z Z Z M CD O ' - - N 09.22 III 1 II 1 II 1 I II / II / III 11 IILU 09.18 Q m co 19 COMMISSION MEETING ROOM - 218 SOUTH *NORTH ELEVATION SIM. 7 COMMISSION MEETING ROOM - 218 EAST 1/2" =1'-0" 1/2" = 1'-0" CORRIDOR - WEST 20 1/2" =1'-0" 1 / / / / / / / / � / 09.20 / � 16 A8.05 ` I � I I I II / / / Z O I I II � / w LL: Q II �p � II � II 09.27 09.18 I-1-�-I=] I I �_I=] II I I CZ-� II I I �-I 11 - - I - I I- 06.05 PROVIDE SOLID BLOCKING FOR WALL MOUNTED EQUIPMENT, TYPICAL. 09.18 WALL BASE PER ROOM AND FINISH SCHEDULE 09.20 INTERIOR PAINT, PER FINISH SCHEDULE. 09.21 WOOD PANEL, PER FINISH SCHEDULE. 09.22 BUILT-UP DIAS AND DESK 09.24 TILE PER FINISH SCHEDULE. 09.26 PRIVACY FILM DISTRACTION MARKER TYP, REFERENCE FINISH SCHEDULE 09.27 ACOUSTIC WALL COVERING, REFERENCE FINISH SCHEDULE. INSTALL PER MANUFACTURERS INSTRUCTIONS 09.28 SOLID SURFACE PER FINISH SCEHDULE. 11.04 BUILT-IN MICROWAVE. REFERENCE SPECIFICATIONS. CONTRACTOR FURNISHED AND INSTALLED 11.06 BUILT-IN REFRIGERATOR. REFERENCE SPECIFICATIONS. CONTRACTOR FURNISHED AND INSTALLED 11.12 RANGE. REFERENCE SPECIFICATIONS. CONTRACTOR FURNISHED AND INSTALLED, REF. MECHANICAL/PLUMBING PLANS 11.16 RANGE HOOD. REFERENCE SPECIFICATIONS. CONTRACTOR FURNISHED AND INSTALLED, REF. MECHANICAL AND ELECTRICAL 11.28 DISHWASHER. REFERENCE SPECIFICATIONS. CONTRACTOR FURNISHED AND INSTALLED, REF. MECHANICAL AND ELECTRICAL 12.04 TV SCREEN. POWER AND DATA DROP REQUIRED. REFERENCE ELECTRICAL DRAWINGS FOR DETAILS. 12.05 FURNITURE BY OWNER 26.05 LIGHT FIXTURE -REFERENCE ELECTRICAL 09.18 JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z 0 0 IN > 0 W W � J Q LL p 0 Q-p �OZ W Q O Jcy,p U c� W V ) 0 Z (D 0 Z cn 0 CN �J W >- <Q 0 00 W�p� � M DJ� 0 �ZU�� C) �QO 0 2 0 Q 0 W H Z H w w H Z Z O J��22O a awwWof� r2�aa> w w= m ly Q w 2 Z 0 Z 0 D 0 w m 0- J J Q Y Z W m mZ YwU)Lu00 H w w 0 w LL V U Z Z �w LLJ0 0wwof OcnUin�� RoaoD)L0° o z N N N N N (V N LU O N O N O N O N O N O N Q � co N O � � p N N 0 0 0 N N O M O ((O O � O O O 10219 REGISTERED NN -4 ARrHITFf`T �w i �rcrnsA PROCHASICA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KIP INTERIOR ELEVATIONS A5022 JACKSON I MAIN ARCHITECTURE P.S. © 2021 43'-6" 21'-9" 21'-9" 22' - 5 5/8" 11' - 0" 3' - 8" 6' - 4 3/8" 1 101 1 STAIR 02 — LEVEL 02 PLAN 1/4" =1'-0" 6'-55/8" 21'-9" A STAIR 02 - LEVEL 01 PLAN 1/4" =1'-0" STAIR 02 - N/S SECTION 1/4" = 1'-0" 0" 5'-0" 11'-0" 111 II I I I I I I I I I I I �I II I I I I I I I I I I I II II I I I I I I I I I I I II II I I I I I I I I I I I I II I I I I I I I I I I I �I �II I L I L_I I I I_ I I I I L I I I II L — �I — 11 — I I I I I I I I I I I I II II I I I I I I I I I I I II �- ----------------------------- ---- 2 0 Lo C 20 A6.01 LEVEL 02 29' - 0" LEVEL 01 n 14'-00" LI I I I I I I I I I I I 1 I I I i I I I i I I I i I I I 1 I 1 I I i I I I i I I I 1 I I 05.15 - c� � co co 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A6.01 ' cy 05.15 N 4'-8" 9'-2" 5'-6" LANDING 19'-4" STAIR 01 — LEVEL 02 PLAN 1/4" = 1'-0" 7 I I I 1 1 1 1076 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------------- - ill i i i i i II I I I I I I I I I I �I— II I I I I I I I I II I I I I I I I I I I II I I I I I I I I I 1 II I I I I I I I I I I i STAIR 01 — LEVEL 01 PLAN 1/4" = 1'-0" STAIR 01 — N/S SECTION 10'-1" 11 THREADS @ 11" EA. 19'-6" 05.16 05.15 4'-0" LANDING 5 12 3.01 0 Io w coU) co 0 N LEVEL 02 29' - 0" _LEVEL 01 n 14'-00" RETURN PIPE RAIL TO WALL, REF. HANDRAIL DETAIL J co Q M z Q HANDRAIL BRACKET AT 1x TREAD 48" O.C. MAX. PROVIDE 9. BLOCKING OR BACKER PLATE I�i7Ie1�1p aw 1-1/2"0 O.C. STEEL HANDRAIL of 1 x TREAD LL W O 0 LL UJ Q _ O U) W M 2: Z� - O z w mLL C/) w OLLJ �Q Z w LLoco z WALL MOUNTED HANDRAIL 3/4" = 1'-0" FINISH FLOOR JL WALL ASSEMBLY PER PLAN PROVIDE BACKING PLATE FOR METAL STUD WALLS, REFERENCE A8 SHEET SERIES 1-1/2" CLR. ± 1/16" 1-1/2" 0 STEEL PIPE HANDRAIL AND STEEL SUPPORTS WHICH DOES NOT ROTATE WITHIN ITS FITTINGS INTERMEDIATE SUPPORTS AT 48" O.C. MAX. AND WITHIN 6" OF ALL CORNERS FASTENER PER RAILING MANUFACTURER HANDRAIL ATTACHMENT JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z O 0 >- O W ui ()� J Q � p p9cn O Q-p �oz w Q O _j U (y) W U) r) Z (D 0 Z cn 0 CN �J�<Q w>-rn 0 UJ C) LL M pJ� �ZU�z ��QO 00° 0-Q0 0 w Z z ° W W Q W U Q z U' coly w z W LL � Q 2 p Q O W m O J Y z W m `S W WO H W U) w 0 LL n _ w 0 F5 0 n D R w of w S9 (L 0. Q 0 0 z LLI N O N O N C) N O N O � Q CONN N b N N N N m O N Lo O \ \ \ \ \ N O M O (O O f- O O 10219 �� REGISTERED ARf:�H7'Ff`T �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP VERTICAL CIRCULATION STAIRS A6001 JACKSON I MAIN ARCHITECTURE P.S. © 2021 ELEVATOR MANUFACTURER AND MODEL: THYSSENKRUPP - ENDURA - 2 STAGE STAGGERED FLUORESCENT LIGHT FLOOR INDICATOR (FLUSH NO FRAME) ENGRAVING FILLED AS REQUIRED SPEAKER GRILLE AT 54" A. F. F. PERMIT GLASS FLOOR BUTTONS W/ RAISED LETTERS & BRAILLE LETTERS AS REQUIRED CARD READER MISC SS. BUTTONS W/ RAISED LETTERS & BRAILLE LETTERS AS REQUIRED & KEY SWITCHES SERVICE CABINET EXTRUDED ALUM SILL BY ELEV. MFR FOR ELEVATOR FINISHES SEE FINISH SCHEDULE NOTES: 1. ELEVATORS SHALL COMPLY WITH ICC/ANSI A117.1-2009, SECTION 407. 2. INSIDE DIMENSIONS OF ELEVATOR CARS MUST COMPLY WITH ICC/ANSI A117.1-2009 FIG. 407.4.1. 3. 42" OR 48" CLEAR DOORWAY REFER TO DETAIL FLOOR PLANS OF ELEVATORS ON A-49.11 AND A-49.12 - T(H) CLEAR OPENING 4. OPERATION OF DOORS IS AUTOMATIC. 5. ELEVATOR IS SELF -LEVELING TO WITHIN 1/2" OF THE FLOOR LANDINGS 6. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING IS NO GREATER THAN 1-1/4". 7. ELEVATOR FLOOR BUTTONS COMPLY WITH REACH RANGE REQUIREMENTS (48" FRONT REACH- 54" SIDE REACH). 8. EMERGENCY CONTROLS (STOP AND ALARM) ARE A MINIMUM OF 35" FROM THE FLOOR. 9. EMERGENCY COMMUNICATION DEVICE IS A MAXIMUM OF 48" FROM THE FLOOR. 10. EMERGENCY COMMUNICATION HANDSET CORD IS A MINIMUM OF 29" IN LENGTH. 11. COMPARTMENT DOORS FOR EMERGENCY COMMUNICATION DEVICES IS LEVER TYPE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. 12. EMERGENCY COMMUNICATION DEVICE DOES NOT REQUIRE VOICE COMMUNICATION. 13. ELEVATOR HAS VISUAL AND AUDIBLE SIGNALS INDICATING THE POSITION OF THE CAR ON OR BETWEEN FLOORS. THE INDICATION IS POSITIONED ABOVE THE CAR CONTROL PANEL OR OVER THE DOOR. 14. ELEVATOR DOORS HAVE AN AUTOMATIC REOPENING DEVICE. THE DEVICE OPENS THE DOORS WHEN OBJECTS PASS THROUGH THE OPENING AT HEIGHTS 5" AND 29" FROM THE FLOOR WITHOUT REQUIRING CONTACT. DOORS REMAIN OPEN FOR 20 SECONDS MINIMUM. 15. DOORS REMAIN FULLY OPEN A MINIMUM OF 5 SECONDS WHEN INITIALLY ACTIVATED. 16. TIME BETWEEN THE ELEVATOR ANSWERING A SIGNAL AND THE START OF DOOR CLOSING IS A MINIMUM OF 5 SECONDS. T=D/(1.5FT./S) T= TOTAL TIME IN SECONDS (BEGINS WHEN SIGNAL SOUNDS AND LANTERN IS VISIBLE D= DISTANCE IN FEET FROM A POINT IN THE CORRIDOR THAT IS DIRECTLY IN FRONT OF THE FURTHEST CALL BUTTON CONTROLLING THE CAR TO THE CENTER OF THE ELEVATOR DOOR. 17. ELEVATOR MACHINE ROOMS NEED TO COMPLY WITH ASME A17.1. ENCLOSURES AND ACCESS DOORS ARE REQUIRED TO HAVE A FIRE -RESISTIVE RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE HOISTWAY ENCLOSURE AND HOISTWAY DOORS 60 MIN, RESPECTIVELY. 18. HANDRAIL IS PROVIDED (1 MINIMUM) ON ONE WALL OF THE CAR (REAR PREFERRED). 32" (+ OR -1") HEIGHT OF THE HANDRAIL FROM THE FLOOR. MINIMUM 1-1/2" CLEARANCE OF THE HANDRAIL FROM THE WALL. HANDRAIL IS SMOOTH, NO SHARP EDGES. MINIMUM NUMERICAL SIZE 5/8" LETTERING RAISED 1/32" 3/4" MINIMUM CAR CONTROL BUTTONS TO CONTROL BE RAISED 1/8" PLUS OR L4 O MEASUREMENT MINUS 1/32" ABOVE THE SURROUNDING SURFACE AND SHALL BE ILLUMINATED L3 L3 O CORRESPONDING PLACE STAR ___ °O GRADE 11 BRAILLE L2 0- ALONGSIDE MAIN RAISED CHARACTERS TO EXIT FLOOR NUMBER BE WHITE ON BLACK BACKGROUND 1 X=48" MAX. WHEN FRONT REACH ONLY POSSIBLE. 54" WHEN SIDE in REACH IS POSSIBLE. M MAXIMUM HEIGHT FROM FLOOR TO LOWEST BUTTON TO FINISH FLOOR PASSANGER ELEVATOR 12" =1'-0" ELEVATOR CONTROL PANEL NOTES: 1. CONTROL BUTTONS ARE A MINIMUM OF 3/4" AND RAISED 1/8" PLUS OR MINUS 1/32" ABOVE THE SURROUNDING SURFACE AND ILLUMINATED. 2. ALL BUTTONS ARE DESIGNATED BY A 5/8" MINIMUM ARABIC NUMERAL, ALPHABET OR OTHER STANDARD CHARACTER IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. 3. ALL CHARACTERS ARE WHITE ON A BLACK BACKGROUND. 4. GRADE 2 BRAILLE SYMBOLS ARE LOCATED IMMEDIATELY BELOW THE RAISED CHARACTERS. 5. 3/8" MINIMUM DISTANCE BETWEEN THE ROWS OF THE CONTROL BUTTONS. 6. CALL BUTTONS IN ELEVATOR LOBBIES AND HALLS ARE CENTERED AT 42" ABOVE THE FLOOR. 7. HALL CALL BUTTONS ARE A MINIMUM OF 3/4" IN SIZE AND ARE RAISED 1/8" PLUS OR MINUS 1/32" ABOVE THE SURROUNDING SURFACE. 8. HALL CALL BUTTONS PROVIDES VISUALINDICATION THAT SHOWS EACH CALL REGISTERED AND EXTINGUISHES WHEN ANSWERED. 9. OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS DO NOT PROJECT MORE THAN 4". 10. ELEVATOR CAR CONTROLS ARE LOCATED ON A FRONT WALL IN CARS THAT HAVE CENTER OPENING DOORS, AND AT THE SIDE WALL OR AT THE FRONT WALL NEXT TO THE DOOR IF CARS HAVE SIDE OPENING DOORS. 11. PROVIDE VISUAL AND AUDIBLE SIGNALS FOR ELEVATORS (HALL LANTERNS) 12. VISUAL SIGNAL IS A MINIMUM OF 2-1/2" X 2-1/2", AND VISIBLE FROM CALL BUTTON. 13. AUDIBLE SIGNAL SOUNDS ARE ONCE FOR UP DIRECTION AND TWICE FOR DOWN DIRECTION. 14. THE USE OF IN -CAR LANTERNS, LOCATED IN OR ON THE DOOR JAMBS,VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO ITEMS ABOVE SHALL OR WILL BE ACCEPTABLE. 15. PROVIDE ARROWS FOR VISUAL SIGNALS FOR EACH DIRECTION 16. DOOR JAMBS AT ALL LANDINGS IDENTIFY THE FLOOR BY BOTH RAISED ARABIC NUMERALS (MINIMUM 2" IN HEIGHT) AND BRAILLE SYMBOLS (IMMEDIATELY TO THE LEFT OF NUMERALS). 17. RAISED CHARACTERS ARE ON A CONTRASTING BACKGROUND. EMERGENCY COMMUNICATION DEVICE PHOTOELECTRIC TUBE BYPASS SWITCH O O J 00 U) O z N 0 O J U- 2 Z U- O FLUSH MOUNTED KEY RETAINER BOX LABELED "FOR EMERGENCY USE" N' KEYS TO BE INCLUDED: 1. DOOR TO CONTROL ROOM, MACHINE C° ROOM AND MACHINE SPACE 2. SECONDARY DOOR 3. PIT DOOR 4. ROOF DOOR 5. HOISTWAY ACCESS 6. MECHANICAL HOISTWAY ACCESS 7. MISCELLANEOUS SWITCH KEYS 8. FIRE ALARM PANEL ROOM Lo 9. SPRINKLER VALVE CONTROL ROOM NOTES: 1. FOR KEY RETAINER BOX INFORMATION, REFERENCE ELEVATOR NOTES. 2. KEY BOX MUST BE A MINIMUM SIZE AS SPECIFIED ABOVE. 3. KEY BOX MUST BE CONSTRUCTED OF AT LEAST 16 GAUGE STEEL WELDED 4. LOCK MUST BE HIGH SECURITY MEDECO LOCK SPECIFIED BY BUILDING OFFICIAL. USE OF KEY SHALL BE RESTRICTED TO FIRE, EMERGENCY RESPONSE AND ELEVATOR INSPECTION PERSONNEL 5. RETAINER BOX SHALL BE ATTACHED TO BUILDING SO AS TO WITHSTAND A FORCE OF 300 LBS/SF APPLIED HORIZONTALLY AT ANY POINT 6. IN BUILDINGS WITH MORE THAN ONE ELEVATOR, KEY RETAINER BOX SHALL BE LARGE ENOUGH TO ACCOMMODATE ALL REQUIRED KEYS ELEVATOR - KEY RETAINER BOX - 1/8" RADIUS CORNERS, TYP. - RATED ASSEMBLY PER PLAN 2" X 5/8" STEEL STRINGERS 2'-0" BENT PLATE - 2" X 3/8" STEEL, WELD TO STRINGER W/ 5/8" RED HEAD W/ 3" EMBED FINISHED FLOOR i - 3/4" DIA. STEEL RUNGS WELDED TO STRINGERS 8" o BEND STRINGER AND I ANCHOR EXPANSION ANOCOHO S/ I NOTES: u 1. ALL WELDED CONSTRUCTION. 2. GRIND ALL EDGES TO RADIUS. 3. SHOP PRIME & PAINT W/ BLACK HIGH -GLOSS ENAMEL. PIT LADDER Awl o� M WALL ASSEMBLY PER PLANS. SET BOTTOM TRACK IN CONTINUOUS FULL BED OF FIRE RATED SEALANT J RUNNER CHANNEL LEVEL 02 C*4 CONCRETE FLOOR ASSEMBLY PER STRUCTURAL MINERAL WOOL AND SPRAY ON FIRE PROOFING SEALANT PER °' w _ UL SYSTEM NO. HW-D-0088 - SEE M A SHEET A8.03 FOR COMPLETE UL rn Fs SYSTEM DESCRIPTION ' � 1 2 J RUNNER CHANNEL WALL ASSEMBLY PER PLANS. SET BOTTOM TRACK IN CONTINUOUS FULL BED OF FIRE RATED SEALANT WALL ASSEMBLY PER PLANS. SET BOTTOM TRACK IN CONTINUOUS FULL BED OF FIRE RATED SEALANT FLEXIBLE SEALANT BOTH SIDES LEVEL 01 � CONCRETE FLOOR ASSEMBLY, PER STRUCTURAL WATERSTOP, TYP. CONCRETE ELEVATOR PIT WALL, PER STRUCTURAL ELEVATOR WALL DETAI LS T-01/4" 6'- 11" CLR. 4 A6.02 Sib 0 I 14.01 I - - 8 A6.02 C Si6 0 1 A LL--FSi6 0 1 ENLARGED PLAN - ELEVATOR - LEVEL 1 1/4" = 1'-0" T- 0 1/4" 8 A6.02 C 0 v1 ENLARGED PLAN - ELEVATOR - LEVEL 2 3" =1'-01, ` % 1/4" = 1'-01, N-S SECTION - ELEVATOR 3/8" =1'-0" • `/ 1" =1'-01, �"� 1/4" = 1'-01, 0 Cn 0 O M BLDG. HT. r 44' - 0" LEVEL 02 29'- 0" 0 co co 0 > U) BLD 41 HT. LEVEL 02, 29'-0" 0 M LEVEL 01 _ LEVEL 01_�� 14'-0" 14'-0" H O W O 0 a PIT DEPTH 10'-0" E-W SECTION - ELEVATOR 1/4" =1'-0" PIT DEPTH 10'-0" JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ Z 0 0 0 U cy) � W� W � p p cn 0 Q-p �OZ ui O J(y,p U (y W U) Z (D 0 z cn 0 CN �J W>- <Q 0 go UJ � M pJ 0 � 2 U c� n C) 0Q ui 0 QO 0-QW W z H a �z Z O J O QWW xCO U �0ZU' U� m X W Z_ Z W O W = Q 2 0 J _ 0 J Q 0 w m O Y Z w co m Z Yw�nw0000 of W 0 1 1 V W o W W� OcnUUDD'If 000�U)OU 0 Z N N N N N N N uJ O N O N O N O N O N O N Q Lo � (o CO N N m O � U-) Lo Lo p CCV N O O O 04 N 0 CM 0 CO 0 r1- 0 O o 10219 REGISTERED ARrHITFrrT Jw 1 tKt11lA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KP ERTICAL CIRCULATION ELEVATOR Z 'A6002'1 JACKSON I MAIN ARCHITECTURE P.S. ©2021 EXTERIOR STOREFRONT SYSTEM WINDOW TYPES SHEET NOTES: A. ALL WINDOWS TO HAVE A NFRC 100 AND 200 LABELED AND CERTIFIED RATING PER SEC C303.1.3 cu B. STOREFRONT U-VALUES PER SEC TABLE C402.4. RETAIL TENANT HEATING SYSTEM N 6' - 0" 12' - 8" TYPE TBD. a; C. NFRC LABEL CERTIFICATES FOR STOREFRONT GLAZING AND OTHER SITE -FABRICATED m 2' - 0" 4' - 0" 3'- 0" 3'- 3" 3' - 1" 3' - 1" 3'- 3" 3' - 6" w 6' - 0" FENESTRATION ARE REQUIRED TO BE AVAILABLE TO INSPECTORS ON SITE BEFORE ANY c1 41 4 PORTION OF THE ASSEMBLY IS INSTALLED. O p H sX< SAFETY s2 S3 s4 a_ N ASAFETY GILAZINNG ING WINDOWS: WINDOWS IS REQUIRED IF THE INDIVIDUAL PANEL MEETS ALL OF JACKS 0 N MAIN s1 ARCH I T E C T U R E E = < THE FOLLOWING REQUIREMENTS: 311 FIRST AVENUE SOUTH Q _' (D 1. EXPOSED AREA OF THE INDIVIDUAL PANEL IS GREATER THAN 9 SQUARE FEET. SEATTLE, WA 98104 w0 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES FROM THE FLOOR. t 206.324.4800 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR. WWW.JACKSONMAIN.COM 4. THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED HORIZONTALLY, FROM THE GLAZING. N 5. EXCEPTIONS: • DECORATIVE GLAZING. RES U B _ - WHERE A HORIZONTAL RAIL CAPABLE OF RESISTING 50 POUNDS PER LINEAL 0 0 FOOT OF FORCE WITHOUT MAKING CONTACT WITH THE GLASS IS INSTALLED ON Jan 26 2022 0 00 "� THE ACCESSIBLE SIDE OF THE GLAZING 34-38 INCHES ABOVE THE WALKING CITY OFEDMONDS JEL SURFACE. DEVELOPMENT SERVICES DEPARTMENT cu FIXED ALUMINUM WINDOW B. WHERE SAFETY GLAZING IS REQUIRED EACH PANE MUST BE PROVIDED WITH A MANUFACTURER'S LABEL DEFINING THE TYPE OF GLASS AND SAFETY GLAZING LEVEL02 STANDARD TO WHICH IT COMPLIES. THE LABEL MUST BE PERMANENTLY ETCHED, 29' _ 0" FIRED, OR EMBOSSED ON THE GLASS OR BE A TYPE THAT ONCE APPLIED CANNOT BE BLD2021-1385 LU REMOVED WITHOUT BEING DESTROYED. Q I—C. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE w NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND 0- U AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 2018 IBC. N D. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING �n ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. v� 12'-8" 13'-0" 9'-6" 9'-9" 3'-3" 3'-1" 3'-1" 3'-3" EQ EQ EQ EQ 3'-3" 3'-11/2" 3'-11/2" EQ EQ EQ Z O O 1 71 KEYNOTES: (n > o 61 1 Q 00 o # NOTE 0 cy) LU U.J ui C)09.26 PRIVACY FILM DISTRACTION MARKER TYP, REFERENCE FINISH SCHEDULELL Q J T T T z N 0 0 ~ 00 Q - 0 _ p LEz 0 - VEL 01 14'-0" Z C) 0 p w T �� T T T T T �� T T T cy) - z 3 LLI U) U)LID J r- a SEE"D60R SEES DOOR a SCHEDULE SCHEDULE� 0 U cy) W Of 10� A p A / \ LU a � o T T T T / T T T �" w LEVEL 01 14' - 0. Q 5 6 7 Z V I I I I I I I 8 I 0 Z cn oN �pw�oJ � I I I I I I I I 3'-3" 6'-2" 3'-3" EQ EQ EQ EQ 3'-3" 6'-3" EQ EQ EQ Ld_ Q Q L.I.J C) LL W Q O ZC'-')-� �� INTERIOR STOREFRONT SYSTEM SCHEDULES ui Q 0 2'-0" STOREFRONT SCHEDULE O 0 0 p FRAME L GLAZING GENERAL < 0 w \ / MARK COUNT DESCRIPTION MATERIAL FINISH RATING U-VALUE FSHGC I AREA I COMMENTS Sol, SI2 SI3 I� T - \ / r S1 8 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 48 SF \ / S2 3 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 24 SF \ / S3 1 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 101 SF S4 4 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 28 SF \ / S51 2 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 20 SF U a EQ EQ EQ EQ EQ EQ EQ EQ EQ \ / S52 2 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 125 SF z z ~ ~ z 10' - 0 1 /4" 10'- 2 1 /4" 8' - 10 1 /4" \ / T a J w w w o S61 4 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 21 SF Q w x Of - S62 4 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 128 SF a a w 0 ' SEE DOOR SI5 S71 1 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 15 SF U) 00 ly w z z 0 °p SCHEDULE 60 S72 1 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 93 SF o u- cA 0 a z L? / \ S81 1 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 15 SF O 00 > Y W_ z w m m z / \ S82 1 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 0.4 96 SF Y � O S11 2 FIXED INTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 16 SF w w 0 Lu LL O O U / \ S12 1 FIXED INTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 16 SF U z 0 z p p w _Lu w w of / \ S13 1 FIXED INTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 14 SF O E0 U in cl� w Of w U)C/) O / \ T S14 1 FIXED INTERIOR PER MFR. ANODIZE ALUMINUM 0 0.38 83 SF (L 0 Q 0 U) C U / \ N SI5 2 0 O S16 1 FIXED INTERIOR PER MFR. ANODIZE ALUMINUM 10 10.38 1 1159 SF I z / \ SX 13 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 10 0.38 10.4 148 SF I STC MIN 39* N LEVEL02 NNNNNN �1 Grand total: 43 w N N N 0 0 N 29'-0" �,,,,,, Q 0 CO N m LID LO p N N 0 0 0 N r r 16'-81/8" r r T- 4" WINDOW SCHEDULE EQ L EQ L EQ L EQ EQ EQ EQ EQ FRAME GLAZING GENERAL MARK COUNT DESCRIPTION MATERIAL FINISH RATING U-VALUE SHGC AREA COMMENTS 10219 W1 12 FIXED EXTERIOR PER MFR. ANODIZE ALUMINUM 00.38 0.4 18 SF REGISTERED REGSTERED ARTST FRr T \ / \ / T � Grand total: 2 \ C=_j *ACOUSTIC PERFORMING GLAZING. SEE SPEC FOLDER FOR CHART. STC FOR WINDOWS CAN BE INCREASED BY: �wtLKINAPROCHASKA INCREASING INSULATED SPACE BETWEEN GLASS, INCREASING THICKNESS OF GLASS, AND/OR USING LAMINATED GLASS FOR ONE OF THE GLASS PANELS STATE OF WASHINGTON T / \ / T STOREFRONT KEY o � \ / o PROJECT NO.: 20184 ' SEE DOOR SEE POOR PROJECT MGR.: MC 00 SCHEDULE SCHEDULE °° L1 PRIVACY FILM DISTRACTION MARKER TYP, REFERENCE FINISH SCHEDULE DRAWN BY: MC CHECKED BY: KP T TEMPERED GLASS T STOREFRONT / WINDOW 4L Q0 N / \ / \ T N SCHEDULE _ _ LEVEL 021_5� CD 29' - 0A7001 09.26 N JACKSON I MAIN ARCHITECTURE P.S. © 2021 HM SF FRAME TYPES HOLLOW METAL STOREFRONT FRAME FRAME DOOR SCHEDULE DOOR FRAME HARDWARE MARK ROOM WIDTH HEIGHT THICKNESS PANEL MATERIAL FINISH TYPE MATERIAL FINISH U-VALUE SHGC FIRE RATING GROUP LEVEL 01 100 LOBBY 6'- 0" 7'- 8" 0'- 1 3/4" DIG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.38 0.4 NR 101A COMMERCIAL RETAIL 6'- 0" 7'- 8" 0'- 1 3/4" DIG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.38 0.4 NR 101 B COMMERCIAL RETAIL 6'- 0" 7'- 8" 0'- 1 3/4" DIG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.38 0.4 NR 103A MAINT. SHOP 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 103B MAINT. SHOP 12'- 0" 12'- 0" 0'- 1 3/4" OH PER MFR. PRE -FIN. PER MFR. PER MFR. PRE.FIN. 0.00 0 NR 103C MAINT. SHOP 12'- 0" 12'- 0" 0'- 1 3/4" OH PER MFR. PRE -FIN. PER MFR. PER MFR. PRE.FIN. 0.00 0 NR 103D MAINT. SHOP 16' - 0" 22' - 0" 0'- 1 3/4" OH PER MFR. PRE -FIN. PER MFR. PER MFR. PRE.FIN. 0.00 0 NR 103E MAINT. SHOP 12' - 0" 12'- 0" 0'- 1 3/4" OH PER MFR. PRE -FIN. PER MFR. PER MFR. PRE.FIN. 0.00 0 NR 103F SOUTH STAIR 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 103G MAINT. SHOP 3'- 0" 6'- 8" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 104 UNISEX R.R. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 105 URINAL R.R. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 106 CUSTODIAL STORAGE 4'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 107A ELEV. MACH. 4'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 107B ELEV. MACH. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 108 PARTS CAGE 3'- 0" 7' - 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 109 SUPERVISOR OFFICE 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 110 ELEC 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 111 MECH 3'- 0" 6'- 8" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 112 FIRE RISER 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR S2-1 SOUTH STAIR 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR LEVEL 02 101 C COMM. MEETING R. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 200 LOBBY 2'- 9" 7'- 10" 0'- 1 3/4" SG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.30 NR 202 OFFICE 2 3'- 0" 7'- 10" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 203 OFFICE 3 3'- 0" 7'- 10" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 204 OFFICE 4 3'- 0" 7'- 10" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 205 OFFICE 5 3'- 0" 7'- 10" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 206 OFFICE 6 3'- 0" 7'- 10" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 209 ARCHIVE 3'- 0" 7'- 0" 0' - 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 211 AUDIT 5'- 0" 7'- 0" 0'- 1 3/8" PD PER MFR. PRE -FIN. PER MFR. PER MFR. PRE.FIN. 0.00 NR 212 SERVER 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 213 MEN'S R.R. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 214 WOMEN'S R.R. 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 215 CUSTODIAL 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 216 BREAK R. 3'- 0" 7'- 0" 0'- 1 3/4" VL HM PAINT HM HM PAINT 0.30 NR 217 LEASABLE OFFICE 2'- 8 5/8" 7'- 10" 0'- 1 3/4" SG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.30 NR 218A COMM. MEETING R. 3' - 0" 7'- 10" 0' - 1 3/4" SG PER MFR. PRE -FIN. SF PER MFR. PRE.FIN. 0.30 NR 219A STORAGE 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 219B STORAGE 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR 221 EQUIPMENT PLATFORM 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR S2-2 SOUTH STAIR 3'- 0" 7'- 0" 0'- 1 3/4" FP HM PAINT HM HM PAINT 0.00 NR FP PD FLUSH PANEL DOUBE FLUSH PANEL VL W/ VISION LITE NO. kyth SG DG OH SINGLE GLASS DOOR DOUBLE GLASS DOOR OVERHEAD SECTIONAL DOOR 1/4" PLATE GLASS 1/4" PLATE GLASS STEEL IN ALUMINUM STOREFRONT IN ALUMINUM STOREFRONT FULL LIGHT FULL LIGHT ROOM FINISH SCHEDULE WALL NAME FLOOR BASE NORTH EAST I SOUTH WEST CEILING COMMENTS DOOR TYPES COMMENTS 100 LOBBY 101 COMMERCIAL RETAIL 102 DOUBLE HT. MAINTENANCE BAY (2) 103 SINGLE HT. MAINTENANCE SHOP 104 UNISEX R.R. 105 URINAL R.R. 106 CUSTODIAL STORAGE 107 ELEV. MACHINE RM. 108 PARTS CAGE 109 SUPERVISOR OFFICE 110 ELEC. 111 MECH. 112 FIRE RISER 113 STAIR 02 114 STAIR 01 115 STAIR 01 116 STAIR 02 117 2 BR UNIT TYPE A 118 2 BR UNIT TYPE A 200 LOBBY 201 OFFICE 1 202 OFFICE 2 203 OFFICE 3 204 OFFICE 4 205 OFFICE 5 206 OFFICE 6 209 ARCHIVE ROOM 211 AUDIT 212 SERVER 213 MEN'S R.R. 214 WOMEN'S R.R 215 CUSTODIAL 216 BREAK ROOM 217 LEASEABLE OFFICE 218 COMMISSION MEETING ROOM CP 6" WD WOOD BASE TO HAVE 1/4" REVEAL 219 STORAGE 220 CORRIDOR 221 EQUIPMENT PLATFORM SHEET NOTES: A. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH SILL OR THRESHOLD DETAIL, FIRE RATING, AND ROOM MAKE-UP AIR REQUIREMENTS. B. CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, ANSI, AND BUILDING CODE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR ACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES. E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 2018 IBC. F. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME, TYPICAL UNLESS OTHERWISE NOTED. G. 1/4 INCH IN 2 INCHES DOOR BEVEL, U.N.O. BY HARDWARE TEMPLATE REQUIREMENTS. H. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED, TYPICAL UNLESS OTHERWISE NOTED. I. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. J. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS, FABRICATED FROM SAME MATERIAL AS DOOR FRAME. FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. K. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISE NOTED. L. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. M. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TO BOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR; HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OF JAMBS. N. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: 1. STUD -WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS: • THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH. • FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH. • FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH. • FIVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THEREOF ABOVE 96-INCHES HIGH. 2. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 61NCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 261NCHES ON CENTER. O. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORS PER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE. P. PROVIDE DOOR SILENCERS WHERE LIGHT / SOUND GASKETS OR WEATHER STRIPPING IS NOT OTHERWISE REQUIRED. DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING CONSTRUCTION. 1. SINGLE -DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. 2. DOUBLE -DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS. Q. SINGLE SOURCE ALL DOORS AND FRAMES. ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED. R. ALL DOOR GLAZING IS TEMPERED PER IBC SECTION 2406.4.1 S. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. T. MAGNETIC HOLD -OPEN DEVICES SHALL BE TIED TO FIRE ALARM SYSTEM. U. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. V. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. W. EXTERIOR PERSONNEL DOORS SHALL BE INSULATED. X. DOOR HARDWARE, FINISHES AND MANUFACTURER BY OWNER. Y. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. Z. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANY LOCATION. AA. REFER TO'WINDOW SCHEDULE' AND'WINDOW TYPES' DRAWINGS FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON 'DOOR TYPES AND FRAMES' DRAWING. BB. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. CC. SECURITY -ACCESS CONTROLS FURNISHED BY CONTRACTOR; ACCESS CONTROLS TO BE VERIFIED BY OWNER. DD. HARDWARE IS OWNER -SELECTED; CONTRACTOR FURNISHED AND INSTALLED. EE. REFER TO DETAIL SHEETS FOR TYPICAL FLASHING CONFIGURATIONS. FF. ALL SMOKE DOORS TO BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. GG. CONTRACTOR TO COORDINATE TRIM PACKAGE AND COLORS WITH INTERIOR DESIGN DRAWINGS, FINISH SCHEDULE, AND DEVELOPMENT REVIEW APPROVALS FOR EXTERIOR COLORS. SAFETY GLAZING IN WINDOWS: A. SAFETY GLAZING IN WINDOWS IS REQUIRED IF THE INDIVIDUAL PANEL MEETS ALL OF THE FOLLOWING REQUIREMENTS: 1. EXPOSED AREA OF THE INDIVIDUAL PANEL IS GREATER THAN 9 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES FROM THE FLOOR. 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR. 4. THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED HORIZONTALLY, FROM THE GLAZING. 5. EXCEPTIONS: • DECORATIVE GLAZING. • WHERE A HORIZONTAL RAIL CAPABLE OF RESISTING 50 POUNDS PER LINEAL FOOT OF FORCE WITHOUT MAKING CONTACT WITH THE GLASS IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34-38 INCHES ABOVE THE WALKING SURFACE. B. WHERE SAFETY GLAZING IS REQUIRED EACH PANE MUST BE PROVIDED WITH A MANUFACTURER'S LABEL DEFINING THE TYPE OF GLASS AND SAFETY GLAZING STANDARD TO WHICH IT COMPLIES. THE LABEL MUST BE PERMANENTLY ETCHED, FIRED, OR EMBOSSED ON THE GLASS OR BE A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. OPAQUE DOORS: SWINGING DOORS: (MAX.) U-0.37, FOAM INSULATED HOLLOW METAL DOORS AND FRAMES SWINGING GLAZED STOREFRONT DOORS SHALL COMPLY WITH GLAZING REQUIREMENTS BELOW NON -SWINGING DOORS: (MAX.) U-FACTOR 0.34 INSULATED DOORS AND FRAMES GLAZING: STOREFRONT GLAZING: (MAX.) U-0.38 (FIXED) & U-0.40 (OPERABLE) THERMALLY BROKEN ALUMIMUM FRAMES WITH DOUBLE GLAZING; SEE BELOW AND SCHEDULE FOR SHGC REQUIREMENTS. GLAZED ENTRANCE DOOR(S): (MAX.) U-0.60 SHGC & PROJECTION FACTOR (PF) FOR ALL VERTICAL GLAZING: GLAZING ORIENTATION SOUTH/EAST/WEST NORTH PF < 0.2 SHGC MAX. 0.38 SHGC MAX. 0.51 0.2 <_ PF < 0.5 SHGC MAX. 0.46 SHGC MAX. 0.56 PF >_ 0.5 SHGC MAX. 0.61 SHGC MAX. 0.61 JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 () 0 Z O O IN > O O7 W W �JQ LL 0 U) O Q-o �OZ I..L W Q C O J�0 U cy) W VJ 0 Z C� O z (n o CN CJ�aQ 00 CD��w>-00 W o�> 0 J ILL O co �zW0 0�2-)QO 0 000�o Q 0 W H z w a !z z z O J�H22O p Qwwww� U �0ZU' (D U) w= mlywzzo Q 2 � 0 J 0 J OLL w m O Q Y Z W m mZ `swU)Lu00 H w w 0 LL LL. U U Z Z w -LLJ0 0wwof 0F5 Fn»w ao< DLD O z N N N N N (V N w 0 N LO 0 N W 0 N 04 0 N M� 0 N 0 N LO Q LO N (O N N O M O LID O LO N N 0 CO 0 ((00 0 1,- 0- O o 10219 REGISTERED NN -4 ARrHITFf`T �w i tKtnlA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP DOOR, HARDWARE, ROOM FINISH SCHEDULE A7002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 WALL TAG LEGEND: SCHEDULE OF MATERIALS 1. FINISH PER SCHEDULE 2. "ACOUSTIMAT" UNDERLAYMENT UNDER ALL HARD SURFACES 3. CONCRETE SLAB W/ REINFORCING PER STRUCTURAL 4. UNDER SLAB VAPOR RETARDER, PER GEOTECH REPORT 5. GRAVEL BASE PER GEOTECH REPORT 6. COMPACTED SOIL PER GEOTECH REPORT FS - CONCRETE SLAB ON GRADE SCHEDULE OF MATERIALS 1. FINISH PER SCHEDULE 2. CONCRETE W/ REINFORCING PER STRUCTURAL 3. DECKING PER STRUCTURAL. FINISH PER SCHEDULE FCA - CONC. ON METAL DECK SCHEDULE OF MATERIALS 1. FINISH PER SCHEDULE 2. CONCRETE W/ REINFORCING PER STRUCTURAL 3. DECKING PER STRUCTURAL. FINISH PER SCHEDULE 4. 2" MINERAL WOOL 5. R38 BATT INSULATION FC.2 - CONC. ON METAL DECK W/ INSULATION n SCHEDULE OF MATERIALS 1. TPO ROOFING MATERIAL 2. 1/4" PROTECTION BOARD 3. R-38 CONTINUOUS RIGID INSULATION PER ENERGY ANALYSIS 4. VAPOR RETARDER 5. 1/4" PROTECTION BOARD 6. METAL DECK PER STRUCTURAL 7. BEARING WALLS OR FRAMING PER STRUCTURAL RC - SINGLE PLY MEMBRANE ROOF ❑3 0 INTERIOR EXTERIOR SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER WHERE EXPOSED 2. CLASS II VAPOR RETARDER 3. STEEL STUDS 4. BATT INSULATION PER ENERGY ANALYSIS 5. 5/8" GLASS MAT SUBSTRATE (WHERE STRUCTURAL REQUIRES SHEAR REPLACE WITH PLWD. SHEATHING) 6. W.R.B. / A.B. 7. CONTINUOUS RIGID INSULATION PER ENERGY ANALYSIS 8. 3/4" VERTICAL METAL FURRING STRIPS AT EA. STUD 9. PREFINISHED METAL SIDING PER EXTERIOR ELEVATIONS NOTE: MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS Se6-0.1 EXTERIOR NON -RATED WALL SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER WHERE EXPOSED 2. CLASS II VAPOR RETARDER 3. STEEL STUDS 4. BATT INSULATION PER ENERGY ANALYSIS 5. 5/8" GLASS MAT SUBSTRATE (WHERE STRUCTURAL REQUIRES SHEAR REPLACE WITH PLWD. SHEATHING) 6. W.R.B. / A.B. 7. CONTINUOUS RIGID INSULATION PER ENERGY ANALYSIS 8. *2" AIR CAVITY 9. ADJUSTABLE BRICK TIE 10. BRICK VENEER, PER EXTERIOR ELEVATIONS NOTE: 1. MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS 2. CONTRACTOR TO ENSURE BRICK IS ON A STANDARD MODULAR SPACING AND INTERIOR FACE OF FINISHES ALIGN. Se6-0.2 EXTERIOR NON -RATED WALL SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. STEEL STUDS Si2-0.1 2-1/2" FURRING CHANNEL Si2-0.1 INTERIOR COLUMN FURRING STC RATING: ALL LISTED 35-42 SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. STEEL STUDS 3. R-13 BATT INSULATION 4. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER NOTE: MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS Si3-0.1 3-5/8" STEEL STUD (SHOWN) Si6-0.1 6" STEEL STUD Si8-0.1 8" STEEL STUD Si3-OA.1, Si4-OA.1 M, Si6-OA.1, Si8-OA.1 : 50-54 Si#-0.1 INTERIOR NON -RATED PARTITION SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. 2 LAYERS OF STEEL STUDS STAGGERED 16" O.C. 3. 2 LAYERS OF 3 1/2" FIBER GLASS INSULATION 4. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER INTERIOR INTERIOR STC RATING: 60-64 GA FILE NO. WP 0952 PABCO GYPSUM PROPRIETARY GYPSUM PANEL; 5/8" QUIETROCK ES TYPE X Si6--Al INT. ACOUSTIC RATED PARTITION WALL HEAD CONFIGURATION (6LJAINn VVPICIN INIJ 1 uor-u) LOCATION T = INTERIOR PARTITION 'e'= EXTERIOR WALL FIRE/ ACOUSTIC RATING FIRE RATING IN HOURS DASHED WHEN NOT USED SHEET NOTES: PARTITION TYPES MATERIAL AND CORE THICKNESS S = STEEL STUD PARTITION S3 = 3-5/8" STEEL STUDS S6 = 6" STEEL STUDS S8 = 8" STEEL STUDS JMA WALL ASSEMBLY IDENTIFICATION NUMBER A. REF. GENERAL INFORMATION SHEETS FOR GRAPHIC STANDARDS INCLUDING BUT NOT LIMITED TO ABBREVIATIONS, SYMBOLS, POCHES, DIMENSIONING. B. WALL ASSEMBLIES ARE SHOWN AS PLAN VIEW U.N.O. C. EXTERIOR WALL ASSEMBLIES SHALL HAVE A CONTINUOUS BEAD OF SEALANT AT THE BASE AND HEAD AT INTERIOR SIDE OF ASSEMBLY. D. PARTITION TYPE INDICATIONS INDEPENDENT OF APPLIED FINISHES. REF. FINISH SCHEDULE AND/OR THE DESIGNATIONS ON THE PLAN FOR ADDITIONAL INFORMATION REGARDING APPLIED FINISHES. E. WHERE PARTITION TYPE INDICATIONS ON FLOOR PLAN ARE INTERRUPTED BY DOOR OPENINGS, GLAZED PARTITIONS, ETC, PARTITION CONSTRUCTION ABOVE THE INTERRUPTION (AND WHERE APPLICABLE BELOW) MATCHES PARTITION IN WHICH THE INTERRUPTION OCCURRED, AND IN SAME PLANE. F. MASONRY AND STONE ASSEMBLIES ARE TO HAVE TIES, HORIZONTAL OR VERTICAL REINFORCEMENT PER STRUCTURAL. G. THE MINIMUM REQUIREMENTS FOR CONSTRUCTION OF EACH PARTITION TYPE AS INDICATED BY FIRE RATING REFERENCE APPLICABLE TO THE WORK OF THIS PROJECT. HOWEVER, ADDITIONAL AND/ OR MORE RESTRICTIVE REQUIREMENTS MAY BE INDICATED BY SPECIFICATION AND DRAWINGS. SUCH REQUIREMENTS ALSO APPLY AND GOVERN. REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO: 1. USE 16" O.C. MAX STUD SPACING, U.N.O. IN SPACING STATED BY REFERENCED APPROVAL OR TEST REPORT IS MAX SPACING. 2. WHERE COLD -FORMED METAL FRAMING IS USED, USE STUD GAUGE INDICATED IN THE GENERAL FRAMING NOTES BELOW, IN SPECIFICATIONS BOOK (WHEN INCLUDED) OR PER STRUCTURAL. THE GAUGE STATED BY REFERENCED APPROVAL OR TEST REPORT SHALL ALWAYS BE MINIMUM GAUGE. 3. USE STANDARDS OF DEPTH INDICATED BY DRAWINGS. DEPTH STATED BY REFERENCED APPROVAL OR TEST REPORT IS MINIMUM DEPTH. H. INSTALL CEMENTITIOUS BACKER BOARD OR WATER-RESISTANT GYP. BD. AT THE FOLLOWING LOCATIONS: 1. ALL WALL ENCLOSURES AT JANITOR SINKS. 2. AT WET LOCATIONS, SUCH AS SHOWER STALLS, TUBS WITH A SURROUND, OR BEHIND DRINKING FOUNTAINS. 3. WHERE CERAMIC TILE FINISHES ARE INDICATED. (REF. FINISH SCHEDULE, PLANS, AND/ OR INTERIOR ELEVATIONS.) 4. AT OTHER LOCATIONS, AS INDICATED BY THE SPECIFICATIONS (WHEN USED) OR PER FINISH SCHEDULE. I. SOUND TRANSMISSION REQUIREMENTS APPLY TO COMMON FLOOR & CEILING ASSEMBLIES, BETWEEN ALL ADJACENT CLASSROOMS OR DWELLING UNITS AND BETWEEN CLASSROOMS OR DWELLING UNITS AND ADJACENT PUBLIC SPACES SUCH AS HALLS, CORRIDORS, STAIRS AND SERVICE AREAS (2018 IBC 1206). J. PROVIDE SOUND ATTENUATING INSULATION FULL HEIGHT OF WALL AT ALL: LAUNDRY ROOM WALLS, TOILET ROOM WALLS, SLEEPING AREAS ADJACENT TO ANY TYPE OF SHAFT OR ANOTHER SLEEPING AREA. K. IN STC-RATED ASSEMBLIES STC 50 (45 IF FIELD TESTED) OR GREATER, ANY PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE STC RATING. THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRY DOORS, HOWEVER SUCH DOORS SHALL BE TIGHT FITTING TO FRAME AND SILL. L. SOUND -RATED ASSEMBLIES - SOUND CONTROL: SYSTEMS SHALL BE AIR -TIGHT. ITEMS THAT PENETRATE THE GYPSUM BOARD SHALL NOT BE LOCATED BACK-TO- BACK OR IN THE SAME STUD CAVITY. ANY OPENINGS FOR FIXTURES OR PIPES SHALL BE CUT TO THE PROPER SIZE AND SEALED. THE ENTIRE PERIMETER OF A SOUND -INSULATING SYSTEM SHALL BE MADE AIR TIGHT TO PREVENT SOUND FLANKING. FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN THE STC-RATED SYSTEM AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELIEF IS REQUIRED. TAPING GYP. BD. AND WALL -CEILING INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATIONS (ASTM E 497; GA MANUAL SECTION III). M. ALL GYP. BD. WHEREVER LOCATED SHALL BE TYPE X U.N.O. N. ALL GYP. BD. SHALL BE 5/8" U.N.O. WITHIN DETAILS OR ASSEMBLIES. O. ALL FIRE RATED WALLS SHALL HAVE A LEAKAGE RATING. P. ALL SHEATHING IN FIRE -RATED WALLS SHALL BE RATED. Q. ALL LUMBER IN FIRE -RATED WALLS SHALL BE FIRE -TREATED. R. NFPA 285 FIRE TESTING SHALL BE REQUIRED FOR FOAM/ CLADDING/ W.R.B./ A.B. IN ANY TYPE 1 A CONSTRUCTION. S. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL ATTACHMENT, LOCATIONS AND EDGE BLOCKING REQ'S. STRUCTURAL SHEAR WALL SCHEDULE DOE NOT SUPERSEDE FIRE RATED ASSEMBLIES AND IS TO BE CLAD OUTSIDE OF THE FIRE RATED ASSEMBLY. T. REFERENCE ENERGY CODE ANALYSIS FOR THICKNESS OF BATT INSULATION. ANY WALL REQUIRING BATT INSULATION IS TO FULL EXTENTS OF THE CAVITY AND ALL PENETRATIONS INTO SUCH WALLS SHALL BE THERMALLY SEALED. STAGGER SEAMS 24" FROM EACH OTHER. INSTALL CONTINUOUS ACOUSTICAL SEALANT AT TOP AND BOTTOM OF FIRST GYPSUM BOARD LAYER IN ALL DOUBLE LAYER GYPSUM BOARD WALL CONSTRUCTION. INSTALL CONTINUOUS FIRE SEALANT AT TOP AND BOTTOM OF SECOND GYPSUM BOARD LAYER ONLY, WHEN USED TO MAINTAIN RATINGS. U. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. MARKING OF CONCEALED FIRE RATED WALLS PER BUILDING CODE -MARKING AND IDENTIFICATION WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR; FLOOR -CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS, OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL: A. BE LOCATED WITHIN 15 FEET (4572 MM) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. B. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT WITH A MINIMUM 3/8-INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS", OR OTHER EQUAL APPROVED WORDING. STEEL FRAMING: A. ALL NON -LOAD BEARING METAL WALL FRAMING SHALL BE 20 GAUGE, U.N.O. B. PROVIDE 20 GAUGE METAL STUD WALL FRAMING FOR WALL THAT EXCEED THE HEIGHT LIMITATIONS PER BELOW: 1. 2-1/2" METAL STUDS: 10'-9" 2. 3-5/8" METAL STUDS: 14'-0" 3. 4" METAL STUDS: 15-0" 4. 6-8" METAL STUDS: 20'-0" C. ADDITIONALLY PROVIDE, 2-GAUGE DOUBLE METAL STUD WALL FRAMING AT THE FOLLOWING LOCATIONS: 1. DOUBLE STUD JAMB ASSEMBLIES AT OPENINGS. 2. FIRST STUD IN THE PARTITION BEYOND THE DOUBLE STUD JAMB ASSEMBLY. LOCATE STUD 6" FROM THE DOUBLE STUD ASSEMBLY. 3. STUDS TO WHICH CEMENTITIOUS BACKER BOARD ARE INSTALLED FOR WET AREAS. 4. STUDS TO WHICH WALL MOUNTED EQUIPMENT, INCLUDING OWNER FURNISHED EQUIPMENT, IS TO BE INSTALLED. 5. STUD INFILL AND SILL TRACK BELOW WINDOW OPENINGS. 6. STUDS INSTALLED FOR OPENING HEADS BETWEEN DOUBLE STUD JAMB ASSEMBLIES. JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 U) Z (D 0 Z cn 0 CN �J�<Q W>- 0 go UJ C) LL � pJ� 0 �ZU� . 0 Oo��p -)QO Q W W z z ~ O � Q w w g d U 0 z U' coOf w z w LL =) U) Q p J O 3: w p Y z w co `S w W U) O Hofw0LL 0ui W0 0EoocoD 0� CL w 0 of Q w 0 U) O z w N 0 N 0 N 0 N 0 N 0 Q N � N � CO N N N N 0) 0) CN U) U) C) CCV N 0 0 0 N 0 CM 0 CO 0 rl- 0 O 10219 REGISTERED NN ARrH1TFrrT 74� �� wt'tKtnlA PROCHASICA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP WALL, FLOOR AND ROOF ASSEMBLIES A8001 JACKSON I MAIN ARCHITECTURE P.S. © 2021 RIDGE DETAIL GPI RAKE DETAIL �. 1 7 a- CONNECTION TO ROOF 00 CONT. EDGE PRE -FINISHED EDGE FLASHING SET IN TRIM BED OF SEALANT CONTINOUS BEAD OF SEALANT AND BACKER - ROD PRE -FINISHED SHEET METAL SHEET METAL PEAK SCUPPER FLASHING WITH - - HEMMED EDGE I i 00 F N CONTINUOUS FLASHING CLEAT PRE -FINISHED SHEET 140 METAL CONDUCTOR HEAD CONTINOUS BEAD OF PACK DECK FLUTE SEALANT AND BACKER - ENDS WITH MINERAL ROD WOOL DEPTH EQUAL ROOFING ASSEMBLY PER TO WALL PER UL: PLANS - SEE ROOF HW-D-0088. SCHEDULE I I ROOF ASSEMBLY PER M4.1 EXTERIOR WALL BUILDING SECTION TYPE, PER ASSEMBLIES SHEET WALL ASSEMBLY PER PLANS CONT. EDGE FLASHING SET IN BED OF SEALANT PRE -FINISHED SHEET METAL GABLE FLASHING PRE -FINISHED EDGE TRIM BY METAL PANEL MANF. WALL ASSEMBLY PER PLANS PACK DECK FLUTE WITH MINERAL WOOL & SPRAY -ON FIRE SAFING PER U L: H W-D-0088. DEFLECTION TRACK PER WALL ASSEMBLY ROOF ASSEMBLY PER BUILDING SECTION PRIMARY WEATHER BARRIER PREFORMED CANT AND BLOCKING METAL DECK PER STRUCTURAL ROOF ASSEMBLY PER ASSEMBLIES SHEET CONTINUOUS SEALANT MINERAL WOOL BATT INSULATION STOREFRONT DOOR HEAD 3" =1'-0" FINISF FLOOI 7 FRAMING PER FII STRUCTURAL. REF. FL STRUCTURAL DRAWINGS FOR SIZE AND LOCATION WALL ASSEMBLY PER ASSEMBLIES SHEET 0 Qo 0 20 ELEVATOR OVERRUN ROOF EDGE N EXTERIOR WALL, PER ASSEMBLIES SHEET CONTINUOUS SELF -ADHERING MEMBRANE CONTINUOUS BEAD OF SEALANT AND BACKER ROD PRE -FINISHED SHEET METAL FLASHING ALUMINUM STOREFRONT WINDOW, REF. STOREFRONT SCHEDULE METAL EDGE BEAD AT CORNERS, TYP. ALUM. STOREFRONT DOOR PER SCHEDULE EXTERIOR FACE OF STUD DOOR TYPE PER SCHEDULE FLOOR ASSEMBLY PER SECTION THRESHOLD W/ BACK ANGLE SET IN BED OF SEALANT DRAIN MAT MASONRY BRICK VENEER, BEYOND EXPANSION CONTROL JOINT THERMAL BREAK PER FOUNDATION DEATAILS STOREFRONT DOOR THRESHOLD 3" =1'-0" DOOR AND FRAME, PER DOOR SCHEDULE DOOR BOTTOM, WHERE OCCURS, SEE DOOR SCHEDULE ADA COMPLIANT, THERMALLY BROKEN ANODIZED ALUMINUM THRESHOLD, SET IN FULL BED OF SEALANT EXPANSION CONTROL JOINT THERMAL BREAK PER FOUNDATION DEATAILS EXTERIOR DOOR THRESHOLD 16 3" =1'-0" CONTINUOUS ROOFING MEMBRANE OVER WOOD NAILER, OVER WEATHER BARRIER OVER 1/2" EXTERIOR SHEATHING OVER STUD PER WALL TYPE BELOW SCUPPER AT CONDUCTOR HEAD 1 1/2" = 1'-0" FIELD SPLICE PRE -FINISHED DOWNSPOUT STRAP FASTEN TO METAL SIDING WITH TWO (2) PRE - FINISHED SCREWS, PROVIDE NEOPRENE WASHER AT SCREW, PROVIDE TWO (2) MIN. STRAPS PER EACH DOWNSPOUT SECTION, LOCATE STRAP BETWEN FIELD SPLICE PRE -FINISHED 6" x 6" SHEET METAL DOWNSPOUT EXTERIOR WALL DOWNSPOUT STRAP 1 1/2" = 1'-0" WALL TYPE PER PLAN CONTINUOUS RIGID INSULATION 24ga PRE -FINISHED METAL FLASHING, SLOPE TO DRAIN CONC. SLAB / FOOTING PER RUN SIDING BELOW STRUCTURAL ON SLAB EDGE BY 3/4" COMPACTED EARTH GRADE SLOPED FOR POSITIVE _ DRAINAGE — ° d- d Ll 4 a: O O e �•d• • d III iI- II I' 4" DIA PERFORATED FIND. / DRAIN IN FABRIC SOCK AND RIGID FREE DRAINING GRAVEL TIE INSULATION PER INTO (E) STORM DRAIN CODE ANALYSIS EXTERIOR WALL AT FOUNDATION DETAIL j 2� METAL SIDING AT LEVEL 02 1 1/2" = 1'-0" WALL TYPE PER ASSEMBLIES SHEET FLOOR RUNNER - ANCHOR TO FLOOR AT Z-0" O.C. WALL BASE AS SCHEDULED FIRE RATED SEALANT LEVEL 02 MINERAL WOOL BATT INSULATION CONTINUOUS 'SLIP" TOP TRACK PRE -FINISHED 22 GA SHEET METAL COPING CONT. SEALANT, EACH SIDE O ANCHOR TO FLOOR AT 2'-0" O.C. O O METAL DECK PER STRUCTURAL O o O ° MINERAL WOOL BATT INSULATION — O � OF TOP DECK FRAMING PER STRUCTURAL. REF. STRUCTURAL DRAWINGS FOR SIZE AND LOCATION SECTIONAL DOOR RAIL BEYOND EXTERIOR WALL ASSEMBLY, SEE FLOOR PLANS FOR EXACT TYPE AND WALL ASSEMBLY SHEET FOR DESCRIPTION PRE -FINISHED SHEET METAL FLASHING n� OVERHEAD SECTIONAL DOOR HEAD 1 1/2" = 1'-0" 24ga PRE -FINISHED METAL FLASHING, SLOPE TO DRAIN. LAP BEHIND W.R.B. 4" MIN VERTICAL CONCRETE CAP WITH 1/4:12" MINIMUM SLOPE AND DRIP EDGE WALL ASSEMBLY PER PLAN CORROSION -RESISTANT METAL MASONRY TIE PER STRUCTURAL MASONRY VENEER PER ELEVATION SCHEDULE MORTAR NET 24ga PRE -FINISHED METAL FLASHING, SLOPE TO DRAIN CONC. SLAB / FOOTING PER STRUCTURAL ON COMPACTED EARTH VAPOR BARRIER WITH TAPED SEAMS OVER COMPACTED GRAVEL PER GEOTECH REPORT ° 14; e Q, ° 4 o o c c c _ a. WALL ASSEMBLY PER PLAN — JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Z 2 RESUB Jan 26 2022 cl) CITY OF EDMONDS 24 a MTL. FLASHING g Z O DEVELOPMENT SERVICES DEPARTMENT OVER 5/8" EXTERIOR [-- PLWD. SHEATHING, EXTEND TO 8" ABOVE w ROOFING w BLD2021-1385 w PRIMAR BARRI E PARAPET DETAIL 1 1/2" =1'-T ALUMINUM STOREFRONT REF. STOREFRONT SCHEDULE, TYP. CONT. 1/2" BEAD OF SEALANT & BACKER ROD, FULL PERIMETER OF STOREFRONT ASSEMBLY, TYP. FLOOR RUNNER - ANCHOR TO FLOOR AT 2'-0" O.C. WALL ASSEMBLY PER PLAN MINERAL WOOL BATT INSULATION GRID Y WEATHER w R O M � (D RMED CANT = CKING w a. Q VJ w Q Z 0 0 0 Q ASSEMBLY PER UJ w BLIES SHEET J Q NUOUS Q (n LANT O Q Q NG PER Q Z CTURAL. REF. n/ w < C0 CTURAL LL•�� _ G INGS FOR SIZE OCATION J (y U (y) biJ Q Z (D 0 0 Z cn CN 0 �Qw>- 00 00 QJ�<Q W C J CONTINUOUS SELF-fn 0 ADHERING MEMBRANE, 0 C(n TYP. Z U G 0 �2QO 0Q 0 I..L Q w PRE -FINISHED SHEET METAL FLASHING, TYP. (JAMB SIM.) _�v STOREFRONT SILL AT OFFICE, EXTERIOR 1 1/2" =1'-T CONCRETE FOOTING PER STRUCTURAL 24ga. PRE -FINISHED METAL FLASHING WITH HEMMED EDGE. RUN INTO SILL PAN. "L" PIECE OF FLASHING WITH TOP LEG SET IN BED OF SEALANT AND LONG LEG EXTENDING BELOW WEEP VENT AT 24" O.C. EXTERIOR SLAB o a _, = LEAVE OUT 1 COURSE c "• VERTICAL MORTAR JOINT EXTERIOR SIDEWALK PER O O O _ • Q ` — 1/2" COMPRESSIBLE CIVIL, SLOPE FOR JOINT FILLER POSITIVE DRAINAGE - ,aa _; EXTERIOR SIDEWALK d PER CIVIL, SLOPE FOR O O O O _ — - POSITIVE DRAINAGE 4" DIA PERFORATED FIND. DRAIN IN FABRIC SOCK AND FREE DRAINING GRAVEL TIE COMPRESSIBLE JOINT FILL, INTO (E) STORM DRAIN ALUMINUM. STOREFRONT SYSTEM SET IN SILL PAN TO MATCH FINISH OF ALUMINUM FRAME 3-SIDED FULLY WELDED SILL PAN W/ TURN AT JAMBS TO FORM END DAMS, SET IN BED OF SEALANT 8 FOOTING AT BRICK WAINSCOT 2 W/C. L 4 CFOOTING DETAIL AT STOREFRONT SILL w a z CD 0- tz O 2i2O Qww0 XX 2 > U �0ZU' U� mOfwzz0 w w Z) Q o 0 0 m O O J J Q L w Z w pcp co Z Ywinw0O00 H Of w 0 ul u U 0 Z 0 Z 0 0w LuCD=C7wwfi� O Fn 0 Fn D D 'if 0-0Q U)U)OU 0 z N N N N N N N w O o 0 0 0 0 N N N N N CV � CN 0) Lo Lo Q Lo (O N O Lo Lo 0 N N 0 0 0 N N N M CO rl- O 10219 REGISTERED ARrH1TFrrT �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR DETAILS A8002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 biJ Q Z (D 0 0 Z cn CN 0 �Qw>- 00 00 QJ�<Q W C J CONTINUOUS SELF-fn 0 ADHERING MEMBRANE, 0 C(n TYP. Z U G 0 �2QO 0Q 0 I..L Q w PRE -FINISHED SHEET METAL FLASHING, TYP. (JAMB SIM.) _�v STOREFRONT SILL AT OFFICE, EXTERIOR 1 1/2" =1'-T CONCRETE FOOTING PER STRUCTURAL 24ga. PRE -FINISHED METAL FLASHING WITH HEMMED EDGE. RUN INTO SILL PAN. "L" PIECE OF FLASHING WITH TOP LEG SET IN BED OF SEALANT AND LONG LEG EXTENDING BELOW WEEP VENT AT 24" O.C. EXTERIOR SLAB o a _, = LEAVE OUT 1 COURSE c "• VERTICAL MORTAR JOINT EXTERIOR SIDEWALK PER O O O _ • Q ` — 1/2" COMPRESSIBLE CIVIL, SLOPE FOR JOINT FILLER POSITIVE DRAINAGE - ,aa _; EXTERIOR SIDEWALK d PER CIVIL, SLOPE FOR O O O O _ — - POSITIVE DRAINAGE 4" DIA PERFORATED FIND. DRAIN IN FABRIC SOCK AND FREE DRAINING GRAVEL TIE COMPRESSIBLE JOINT FILL, INTO (E) STORM DRAIN ALUMINUM. STOREFRONT SYSTEM SET IN SILL PAN TO MATCH FINISH OF ALUMINUM FRAME 3-SIDED FULLY WELDED SILL PAN W/ TURN AT JAMBS TO FORM END DAMS, SET IN BED OF SEALANT 8 FOOTING AT BRICK WAINSCOT 2 W/C. L 4 CFOOTING DETAIL AT STOREFRONT SILL w a z CD 0- tz O 2i2O Qww0 XX 2 > U �0ZU' U� mOfwzz0 w w Z) Q o 0 0 m O O J J Q L w Z w pcp co Z Ywinw0O00 H Of w 0 ul u U 0 Z 0 Z 0 0w LuCD=C7wwfi� O Fn 0 Fn D D 'if 0-0Q U)U)OU 0 z N N N N N N N w O o 0 0 0 0 N N N N N CV � CN 0) Lo Lo Q Lo (O N O Lo Lo 0 N N 0 0 0 N N N M CO rl- O 10219 REGISTERED ARrH1TFrrT �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR DETAILS A8002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 PRE -FINISHED SHEET METAL FLASHING, TYP. (JAMB SIM.) _�v STOREFRONT SILL AT OFFICE, EXTERIOR 1 1/2" =1'-T CONCRETE FOOTING PER STRUCTURAL 24ga. PRE -FINISHED METAL FLASHING WITH HEMMED EDGE. RUN INTO SILL PAN. "L" PIECE OF FLASHING WITH TOP LEG SET IN BED OF SEALANT AND LONG LEG EXTENDING BELOW WEEP VENT AT 24" O.C. EXTERIOR SLAB o a _, = LEAVE OUT 1 COURSE c "• VERTICAL MORTAR JOINT EXTERIOR SIDEWALK PER O O O _ • Q ` — 1/2" COMPRESSIBLE CIVIL, SLOPE FOR JOINT FILLER POSITIVE DRAINAGE - ,aa _; EXTERIOR SIDEWALK d PER CIVIL, SLOPE FOR O O O O _ — - POSITIVE DRAINAGE 4" DIA PERFORATED FIND. DRAIN IN FABRIC SOCK AND FREE DRAINING GRAVEL TIE COMPRESSIBLE JOINT FILL, INTO (E) STORM DRAIN ALUMINUM. STOREFRONT SYSTEM SET IN SILL PAN TO MATCH FINISH OF ALUMINUM FRAME 3-SIDED FULLY WELDED SILL PAN W/ TURN AT JAMBS TO FORM END DAMS, SET IN BED OF SEALANT 8 FOOTING AT BRICK WAINSCOT 2 W/C. L 4 CFOOTING DETAIL AT STOREFRONT SILL w a z CD 0- tz O 2i2O Qww0 XX 2 > U �0ZU' U� mOfwzz0 w w Z) Q o 0 0 m O O J J Q L w Z w pcp co Z Ywinw0O00 H Of w 0 ul u U 0 Z 0 Z 0 0w LuCD=C7wwfi� O Fn 0 Fn D D 'if 0-0Q U)U)OU 0 z N N N N N N N w O o 0 0 0 0 N N N N N CV � CN 0) Lo Lo Q Lo (O N O Lo Lo 0 N N 0 0 0 N N N M CO rl- O 10219 REGISTERED ARrH1TFrrT �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR DETAILS A8002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 10219 REGISTERED ARrH1TFrrT �wt'tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP EXTERIOR DETAILS A8002 JACKSON I MAIN ARCHITECTURE P.S. © 2021 I IVTCD In WRAP WITH S.A.M. AT INSIDE CORNERS, 6" EACH DIRECTION PRE -FINISHED SHEET METAL INSIDE CORNER TRIM PER MANFUFACTURER WALL ASSEMBLY PER PLAN EXTERIOR METAL PANEL SIDING -INSIDE CORNER 3" =1'-0" EXTERIOR ommmmm..i�50� :::::::: INTERIOR WALL ASSEMBLY PER PLAN PRE -FINISHED SHEET \� W.R.B. MTL. OUTSIDE CORNER PROVIDE EXTRA LAYER OF TRIM WITH RIVET OR W.R.B. AT OUTSIDE CORNERS PANEL FASTENER 6" EACH DIRECTION In METAL PANEL SIDING -OUTSIDE CORNER 3" =1'-0" 1'-4" 2" 1' - 0" 2" I X L�--------- FRONT SECTIONAL / SIDE CONDUCTOR HEAD 1 1 /2" = 1'-0" o o 6' o 0 0 0 0 o \ o 0 0 INSIDE EDGE FLASHING CAP 0 0 0 0 PRE -FINISHED SHEET METAL CONDUCTOR HEAD CONDUCTOR HEAD OVERFLOW TO MOUNT 2" ABV. SCUPPER PASS THRU PRE -FINISHED SHEET METAL DOWNSPOUT O 3" 3" ~ N CO e a 0 0 O O co m FLANGE NAILING PATTERN PREFABRICATED EDGE FLASHING CAP WITH FULLY SOLDERED CUT HEM TO INTERLOCK AT JOINTS EDGE FLASHING JOINT OUTSIDE EDGE FLASHING CAP NOTE: ROOF CEMENT SHALL BE INSTALLED BETWEEN THE ENDS AT ALL JOINTS, 6" EACH SIDE OF JOINT. EACH JOINT SHALL BE NAILED WITH A MINIMUM OF FOUR NAILS, TWO ON SIDE OF THE JOINT. ALL JOINTS AND MITERS SHALL BE OVERLAPPED A MINIMUM OF 4". TYP. PARAPET FLASHING CONNECTIONS 10" SMOKING IS PROHIBITED WITHIN 25 FEET OF BUILDING • GRAPHIC PROVIDED AS A BASIS OF DESIGN. SIGN DETAIL TO BE PROVIDED BY GENERAL CONTRACTOR AS PART OF SIGNAGE SUBMITTAL, TO ARCHITECT, FOR REVIEW • OWNER TO APPROVE SIZE NO SMOKING SIGN 6" =1'-0" EXTERIOR DOOR JAMB 3" =1'-0" V VI VIV IV VVl I LI\ STRUCTURAL WALL ASSEMBLY PLAN PER PLAN DRYWALL ANCHOR ATTACHED TO METAL NOTE: FRAMING PAINT ALL STEEL PER ELEVATIONS H.M. FRAME PER SCHEDULE BOLT AT KNIFE PLATE PER SILENCERS/ SEAL PER STRUCTURAL DRAWINGS SCHEDULE 2x 5" CHANNEL DOOR PER SCHEDULE 4" ALUMINUM AIRFOIL 6" 3" 1" O O 2'-8" SECTION SUN SHADE DETAIL 1" = 1'-0" 3'- 2 1 /2" PRE -FINISHED STEEL CHANNEL PER STRUCT. SEAL WITH CLOSURE STRIP 1-1/2" METAL DECK ANGLE BEYOND1E - --- SUPPORT ANGLE CONNECTION TO WALL BEYOND; REFERENCE STRUCTURAL. WALL ASSEMBLY PER PLAN ALUMINUM STOREFRONT HEAD. REF. A8 SERIES FOR DETAILS SECTION NOTE: PAINT ALL STEEL PER ELEVATIONS CANOPY AT STOREFRONT DETAIL 3/4" = 1'-01, 3" =1'-0" LL J w O m Q 0 JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ Z O 0 O W W � J Q Q o9U) 0 Q-o �OZ W Q 0 J�0 U (y) W V ) Z V 0 z cn O CN �J w>- < 0 a W QLL co 0 �2 U 0 C) wQO 0 Q W w z a �Z z Q�w�Fwwdg�a> a U �0ZU' U� mOfwzo z w D w Z) U) Q 2-0 J J Q O w m O Y Z w co m Z Y W W (n O 0 �— of w 0 u- u- U _LuCD=C7wwo� Z 0 Z 0 0w O cn U c� m m'If OU 0 0 0 U U 0 z N N N N C"N N w 0 N 0 N 0 N 0 N 0 N 0 CV Q � � (O N O u') Lo p N N co 0 t 0 0 c N N 0 co 0 to 0 � 0 O 0 10219 REGISTERED ARrHITFrrT �w 1 tK111U1i PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KIP EXTERIOR DETAILS A8003 JACKSON I MAIN ARCHITECTURE P.S. © 2021 WALL ASSEMBLY PER PLANIV • • WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE METAL EDGE BEAD AT 3/4" OCCURS AT DOOR OPENING) CORNERS, TYP. SUSPENDED CEILING PER SURFACE MOUNTED WALK -OFF i REFLECTED CEILING PLAN MAT PER FINISH SCHEDULE STRIKE COLUMN TIE BRACKET 1/2"- CONTINUOUS SEALANT METALREDUCER (SIMILAR TO SCHLUTER WALL ASSEMBLY PER ALUMINUM WINDOW FRAME, SEALANT FULL PERIMETER CENTER ON STUD. TEMPERED DOOR, BOTH SIDES OF DOOR RENO-TK) PLAN w GLASS WHEN WITHIN 24", IN ANY 1/2" JACKS 0 N MAIN STONE TILE CERAMIC z:I w DIRECTION, OF A DOOR PER TILE, PORCELAIN TILE, OR a U _ CEILING HEIGHT A R C I i I T E C T U R E 2018 1 BC 2406.4.2 QUARRY TILE (THINSET) v6 � PER R.C.P. , i i 311 FIRST AVENUE SOUTH TRANSOM COLUMN w zz E N I N H.M. FRAME - PAINT PER SEATTLE, WA 98104 ASSEMBLY BY � t 206.324.4800 0 ELEVATOR > w L _ _ _ _ _ _ J 2' EDGE MOLDING TYP TO _ _ J DOOR SCHEDULE MANUFACTURER _� S 0 MATCH SUSP CLG SYSTEM co U)EALANT FULL PERIMETER OF `�' DOOR, BOTH SIDES OF DOOR `n DOOR MATERIAL AND FINISH RES U B PER SCHEDULE A ' ° SHIM AS REQUIRED H.M. FRAME - PAINT PER ° DOOR SCHEDULE Jan 26 2022 DOOR MATERIAL AND FINISH CITY OFEDMONDS RE WALL ASSEMBLY PER PLAN PER SCHEDULE DEVELOPMENT SERVICES DEPARTMENT 19/16' 21/4" 115/16" 19/16' 21/4" 115/16" *JAMB SIMILAR TO HEAD PER WALL ASSEMBLY PER WALL ASSEMBLY BLD2021-1385 WALK OFF MAT TO HARD TILE DOORJAMB STOREFRONT SILL /HEAD, I NT. H. M DOOR HEAD AT CEILING H M DOOR HEAD AT METAL STUD, I NT. c 1 3" • 1'-0" WALL PER ASSEMBLY SHEET I• DIMENSION POINT WALL ASSEMBLY PER PLAN z H.M. 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SCHEDULE FINISH SCHEDULE POWER DRIVEN X-U 27 P8 POWER DRIVEN X-U 27 P8 PROJECT NO.: 20184 S15 HILTI FASTENER, 24" S15 HILTI FASTENER, 24" PROJECT MGR.: MC = O.C. EMBED 1/4" O.C. EMBED 1/4" DRAWN BY: MG 9,� as FLOOR FINISH, REFERENCE FLOOR FINISH, REFERENCE CHECKED BY: KP FINISH SCHEDULE FINISH SCHEDULE d -,� a d, ••t - - -.a° „-° ° - -d •- '° s- ° _°° _.,-° - -a .- ,a -s_y INTERIOR DETAILS i 73 O ° - _ - _ •° d °• _ - _ _° d °• - 20 CONCRETE TO CARPET 6 ACOUSTIC PANELS THRESHOLD $ WALL BASE AT ACOUSTIC WALL 4 WALL BASE N � Z N JACKSON MAIN ARCHITECTURE P.S. © 2021 8'-0" MAX. ELEVATION HIINLtJJ J I ttL / ULtHK )LYCARBONATE CORNER JARD - VERIFY TYPE WITH NNER (4' - 0" HIGH) 'PICAL BASE gISH FLOOR STAINLESS STEEL / CLEAR POLYCARBONATE CORNER GUARD -VERIFY TYPE WITH OWNER (4' - 0" HIGH) WALL ASSEMBLY PER PLAN PLAN NOTE: STAINLESS STEEL CORNER GUARD IN MAINTENANCE / STORAGE AREA CLEAR POLYCARBONATE CORNER GUARD IN RETAIL / OFFICE AREA TYPICAL CORNER GUARD 3" =1'-0" NOTE: 1. REFERENCE LIFE SAFTY P' AKIC E-r- D EXTINGUISHER LOCATION 2. FINAL LOCATIONS TO BE BY FIRE MARSHALL 3. MOUNT AT 15" MIN. AND 4E A.F.F. TO CENTER OF HAN TYPICAL HANGER HAND HELD EXTINGUISHER PROVIDE VELCRO ATTACHMENT TO WALL WALL ASSEMBLY PER PLAN FIRE EXTINGUISHER DETAIL 1" IDE METAL BLOCKING AS 'ER STRUCT. SPACE EQUALLY 2" SCH. 40 PIPE, PAINT 2" 2" 2" i N N 1 TYPICAL BASE PLATE DETAIL 2" STEEL ANGLE, LAG BOLT TO DECK ACONT. AT MECHANICAL PLATFORM NOTE: 1. 1/4" STEEL BASE PLATE, WELD RAILING TO PLATE 2. CORNER DETAIL SIMILAR 3. REF. SECTIONS FOR RAILING ELEVATION PIPE GUARDRAIL ELEVATION DETAIL 1/2" = 1'-0" WALL ASSEMBLY PER PLAN, FINISH PER SCHEDULE 1/2" J-TRIM MIRROR, HEIGHT AND WIDTH PER SCHEDULE FRAMELESS MIRROR WALL ATTACHMENT 3" =1'-0" SOLID SURFACE BENCH 1 1/2" = 1'-0" SEMI -RECESSED FIRE _ 18" - 20" EXTINGUISHER CABINET. y_y WHITE PREFINISHED -� MIN. 16" STEEL WITH ROUNDED METAL EDGES i i - 9So X - 00 v WALL ASSEMBLY PER PLAN NOTES: 1. FINAL LOCATIONS TO BE VERIFIED BY FIRE MARSHAL. 2. RECESSED FIRE EXTINGUISHERS TO BE INSTALLED IN OFFICE AREAS SEMI -RECESSED FIRE EXTINGUISHER 1" = 1'-0" (STONE STUDS 00 N BASE WITH R RISER LIGHT, ERENCE ELEC. WINGS ,,DCKING BOOTHSEAT W/ HIGH DENSITY COMMERCIAL GRADE FOAM WRAPPED IN DACRON POPLAR WOOR FRAME - W/ 7/8" POPLAR RIBS 0 MDF 2x4 STUDS LED LIGHT, REFERENCE ELECTRICAL DRAWINGS BLOOCKI NG RECEPTION SEATING 0 iN CONTINUOUS BEAD OF SEALANT STAINLESS STEEL UNDERMOUNT SINK; EASED EDGE SOLID SURFACE COUNTERTOP PER FINISH SCHEDULE CONTINUOUS EASED EDGE CORNER AS INDICATED SINK APRON STAINLESS STEEL CABINET PULL PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES (TYP.) PER FINISH SCHEDULE 1/4" MELAMINE PANEL ON 1x NAILERS 4" HIGH TOE KICK W/ BASE PER FINISH SCHEDULE TYPICAL CASEWORK AT SINK 12 3/4" Z O w J w w PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES; TYP. FINISH PER FINISH SCHEDULE 3/4" ADJ. PLAM. SHELVES ON 1/4" HEAVY DUTY STAINLESS STEEL PINS 1/2" RECESSED STAINLESS STEEL SHELF STANDARD, TYP. 1/4" MELAMINE PANEL ON 1x NAILERS STAINLESS STEEL CABINET PULL z CONTINUOUS BEAD OF O zz SEALANT > SOLID SURFACE COUNTERTOP Lu J w PER FINISH SCHEDULE w w w W- w w a 6" HIGH DRAWER ADJUSTABLE SHELVES, TYP. - WHITE MELAMINE FINISH ON 3/4" M.D.F. DOOR PULLS, TYP. Q 1/2" RECESSED SHELF w STANDARDS, TYP. J w a PLAM. ON 3/4" PLYWOOD PER CASEWORK ELEVATIONS TYPICAL BASE AND UPPER CASEWORK 1" =1'-0" z O z0 H w > w w a w z O Q > w J w w a PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES; TYP. FINISH PER FINISH SCHEDULE 3/4" ADJ. PLAM. SHELVES ON 1/4" HEAVY DUTY STAINLESS STEEL PINS CONTINUOUS BEAD OF SEALANT SOLID SURFACE COUNTERTOP PER FINISH SCHEDULE CONTINUOUS EASED EDGE CORNER AS INDICATED DISH WASHER BASE BEYOND, PER FINISH SCHEDULE CASEWORK AT DISHWASHER AND SHELF JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ Z 0 0 2 �o w W J Q � p O o cn Q -p �OZ W Q O J(y,p U co W U) Z0 0 Z cn 0 CN �Ow>- �J�<Q 0 00 rn oJ�: 0 �2 U 0o��p —)QO I..� Q w w z �_ 0- t z z O 2O Qww wCO U �ozU' Uuj mofwzzo w D w = Q m 2 J J Q O w O Y Z w pip m Z Ywcnw000� H Of w 0 U- UU wn0 0oo� OU w 0 0 0 U C 0 z N N N N N N N w 0 N 0 N 0 N 0 N 0 N 0 N � O N N O u') Lo p CCN N O O O CNN N 0 Cl) 0 O 0 rl- 0 O o 10219 REGISTERED ARrH17-t=rT �w i trctnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: PROJECT MGR. DRAWN BY: CHECKED BY: 20184 MC MC KP I NTERI OR DETAILS A8005 JACKSON I MAIN ARCHITECTURE P.S. © 2021 EXTEND FRAMING TO ROOF FASTEN STRUT TO STRUCTURE ABOVE CEILING -MOUNTED LIGHTING, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES: DECK WITH APPROVED OR ENGINEERED 1. ALL CEILING -MOUNTED LIGHTING FIXTURES, AND CEILING -MOUNTED AIR TEMINALS AND O FASTENERS SERVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. WALL TYPE PER PLAN 2. PENDANT -HUNG LIGHTING FIXTURES, LIGHTING FIXTURES WEIGHING 56 LBS OR MORE, AND _ BRACING WIRES AIR TERMINALS AND SERVICES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED FROM THE _ WALL BASE. 11 m FOUR #12 (MINIMUM)WIRES SPLAYED STRUCTURE ABOVE. REF. FINISH PLANS 90-DEGREES FROM EACH OTHER, AT 3. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER TO THE 3/4" 3/4" SUSPENDED CEILING PER AN ANGLE OF NOT EXCEEDING 45- SUPPORT ABOVE SUCH THAT THE WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY WALL ASSEMBLY PER PLAN REFLECTED CEILING PLAN BENT TO PREVENT ANY VERTICAL MOVEMEMNT OR ROTATION OF THE MEMBER WITHIN THE PAINT PER FINISH DEGREES FROM THE PLANE OF THE CEILING LOOPS. THE WIRE MUST BE WRAPPED AROUND ITSELF IN A MIN. OF THREE FULLL TURNS 1x12 WOOD STAIR SKIRT TO WITHIN A 3" LENGTH. CONNECTION DEVICES TO THE SUPPORTING CONSTRUCTION SHALL BE SCHEDULE CEILING HEIGHT COMPRESSION STRUTS CAPABLE OF CARRYING NOT LESS THAN A 90-LB ALLOWABLE LOAD. 0 MATCH WOOD FINISHES ON PER PLAN 1. FOR CEILINGS GREATER THAN DOORS AND FRAMES 1000 SF, PROVIDE CISCA- L COMPLIANT, CODE -COMPLIANT JACKS 0 N MAIN 2x STAIR TREADS TYP. BRACING WITH COMPRESSION A R C H I T E C T U R E E a a 2" EDGE MOLDING TYP. TO Q a ° MATCH SUSPENDED CEILING STRUT. 311 FIRST AVENUE SOUTH w SYSTEM 2. COMPRESSION STRUT MAY BE AT INTERMEDIATE -DUTY SEATTLE, WA 98104 O ° a USG DONN-BRAND SUSPENSION SYSTEMS t 206.324.4800 2x12 STAIR STRINGERS MAX. SPACING OF RI O.C.. SECURE WALL ASSEMBLY PER PLAN COMPRESSION STRUT OR ANY ONLY, ONE #12 HANGER WWW.JACKSONMAIN.COM SIDE STRINGERS TO WALL OTHER APPROVED OR WIRE SHALL BE ATTACHED CDENGINEERED SYSTEM, USING TO A GRID MEMBER WITHIN FRAMING, PROVIDE 2x4 LIGHT -GAGE FRAMING, 3" OF EACH CORNER OF RES U B c 2" CONCRETE STIFFENERS EACH SIDE FOR NOTE: ELECTRICAL CONDUIT OR COLD- EACH LIGHTING FIXTURE ON PAN TREAD MID -SPAN STRINGERS 1. ENTIRE A.C.P. CEILING SYSTEM ROLLED STEEL SECTIONS. SHALL BE INSTALLED PER BUILDING Jan 26 2022 3. A SINGLE 2-1/2x 1-1/4" 25 GAGE 0 CODE REQUIREMENTS. LIGHTING FIXTURES o STEEL STRINGER, PER STUD (250S125-18) AS INDICATED, CITY OFEDMONDS STRUCTURAL DRAWINGS 2. INSTANCES WHERE "SIM" OCCURS WILL SPAN UP TO 82" WEIGHING LESS THAN 56 _ DEVELOPMENT SERVICES _ 2x SPACERS AT SIDES ARE PORTIONS OF THE BUILDING LBS, AND AIR TERMINALScu DEPARTMENT WHERE ACT CEILING GRID SYSTEM FASTEN STRUT TO SUSPENSION AND SERVICES WEIGHING -6 IS NOT ON BOTH SIDES OF THE SYSTEM WITH APPROVED OR 20 TO 56 LBS, SHALL HAVE WALL, BUT IS OPEN TO STRUCTURE ENGINEERED FASTENERS TWO 12 GAGE HANGERS BLD2021-1385 ABOVE. (SLACK WIRES ALLOWED) PAN STAI R SECTION WOOD STAI R STRI NGER SECTION WALL THROUGH SUSPENDED CEILING CONNECTING THE ITEM TO • .. • ,.. _ THE STRUCTURE ABOVE 17 13 9 U WALL OR PARTITION SUPPORTING PERIMETER OF SUSPENSIONS SYSTEM. EXTEND FRAMING BLOCKING AT TOP OF WALL CONSTRUCTION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS INDICATED. REF. PLANS FOR WALL ASSEMBLIES. TO ROOF DECK AS REQUIRED. SECURE WALL NOTE: WOOD DECKING, 2x MIN. TO STRUCTURE ABOVE ATTACH (HEAVY-DUTY) CEILING GRID MEMBERS TO TWO ADJACENT 1. FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION Q 2x NOSING - 600T125-043 W/ (2) # 10 WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR SYSTEM) IN ACCORDANCE WITH ASTM C-635. STEEL ANGLE BEYOND PER STRUCT. SCREWS TO EACH STUD & (2) OPPOSITE WALLS. ACCOMPLISH BY MEANS OF 7/8" WALL MOLDINGS ALL INTERMEDIATE -DUTY SYSTEMS MAY BE PROVIDED WHEN 7 1-112" 0 STEEL HANDRAIL. / #10 SCREWS TO EA. JOIST. AROUND WITH MANF.'S SEISMIC CLIPS ALL AROUND. REMODELING REQUIRES "MATCHING EXISTING" AND THE L CARRIAGE -PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL EXISTING SYSTEM IS INTERMEDIATE DUTY. 0 TREADS AND RISERS 2x MIN. 3/4' SIDES 2. INSTALL CEILING GRID IN ACCORDANCE WITH ASTM O N C-636, INCLUDING PROVISIONS ON WIRE HANGERS, &j >- O ATTACHMENT OF WIRE HANGERS, SPACING OF WIRE Q 00 / 4" SPHERE SHALL NOT BE AT CEILINGS OF 1,000 SF OR HANGERS, CARRYING CHANNELS, SPLICES, ASSEMBLY Q 0 GYPSUM BOARD CEILING, 6" GREATER DEVICES, AND CEILING FIXTURES. L � I Lu N ABLE TO PASS BETWEEN RAILS METAL STUD CEILING PROVIDE CISCA-COMPLIANT 3. INSTALL CEILING GRID IN ACCORDANCE WITH THE W J SEISMIC BRACING WITH ADDITIONAL INFORMATION ON THIS DETAIL, WHICH IS A Q JOISTS AT 12" O.C. FINISH SUMMARY OF THE CISCA ARCHITECTURAL STANDARDSLL TREAD - 2" DEPTH PER FINISH SCHEDULE. COMPRESSION STRUTS AT (ARCHITECTURAL) Q C� 12'-0" EACH WAY. ATTACH TO FOR SEISMIC ZONES 3 AND 4 (DESIGN CATEGORIES D, E, 0 CONCRETE -FILLED STEEL MAIN RUNNER, WITHIN 2" OF AND F). Q C Q PAN, TYP. 11" CROSS -RUNNER 4. INSTALL CEILING -MOUNTED ITEMS AND FIXTURES, G z BEAM PER STRUCT. _ - _ CLG HEIGHT INTERSECTION. INCLUDING LIGHT FIXTURES, MECHANICAL SERVICES, z O STEEL RISERS TYP. 1" TYP. PER PLAN CABLE TRAYS, CONDUIT AND SIMILAR IN ACCORDANCE CHAMFER WITH CISCA STANDARDS FOR SEISMIC ZONES 3-4. THIS 0 LV 0 \ WALL ASSEMBLY PER PLAN MAY INCLUDE INDEPENDENT SUPPORT FOR SOME J Q STEEL STRINGERS NOTCHED STRINGER CEILING -MOUNTED ITEMS. U 0 coLU \ 5. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND _ COMPRESSION STRUTS ONLY IN CEILINGS OF 1,000 SF OR -44 XX 2" EDGE MOLDING TYP. ' ` ' GREATER (REFASCE 7-13.5.6.2.2 SECTION C) NOTE: STEEL ANGLE TO MATCH SUSPENDED ACOUSTICAL CEILING PANELS 6. IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE CEILING SYSTEM 8" MAXIMUM FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES ' ^ PAINT EXPOSED STEEL CONNECTING CARRIAGE TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER U) STRUCTURE, TYP. TO FLOOR PER STRUCT. -SUSPENDED CEILING OPENINGS IN CEILING Q \ PER REFLECTED 2" MAXIMUM- 7. IN CEILINGS GREATER THAN 2,500 SF, PROVIDE 2" WIDE CEILING PLAN MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. 0 *fl 6 TYPICAL A.C.P. CEILING SYSTEM 0 ZU) o" 3" = 1'-0" Q w 00 CONCRETE W/ SLIP J 0d Q 4. Q 11 MIN. 1 W Q RESISTANT SURFACE E 0 �: 1-1/2" 0 STEEL PIPE i JOIST FRAMED GYPSUM BOARD CEILING NOTES: 0 N (n i HANGER, 2" FROM LLLL.LLLL aa• INTERSECTION 4 TIGHT 1. HANGER WIRES SHALL BE NO. 8ga GALVANIZED WIRE AT 4' 0" � Q a- BRACING UP TO STRUCTURE O.0 & MAXIMUM 8" FROM ENDS. IF CEILING IS NON- `J NOTE: °p TURNS (1-1/2" LENGTH z � / ° TYPICAL) ACCESSIBLE, NO. 12ga WIRE MAY BE USED. � � \l � Q O ALL METAL FINISHES i #8 x 1/2" WAFER HEAD 2. MAIN RUNNERS SHALL BE 3-5/8" x25 a STEEL CHANNELS AT PER ELEVATIONS 2TECH SCREW, 18" O.C. 4'-0" O.C., UNPUNCHED i 3. CARRIER CHANNELS SHALL BE 1-1/2" x16ga COLD -ROLLED O Q O r i SPLAY WIRES, 2" MAXIMUM STEEL CHANNELS AT 4'-0" O.C. AND MAXIMUM 8" FROM ^ i CONTINUOUS EXTRUDED L.L FROM INTERSECTIONPERIMETER ROUNDED NOSING i FLEXIBLE PRIMARY SEAL PERPENDICULAR (90-) TO PARALLEL WAALSLS. CLIP ANGLE ATTACHMENT TO TWO SUSPENDED CEILING PER / REFLECTED CEILING PLAN CARRIER CHANNEL 4. CLIP ANGLES SHALL BE 1-1/4x 1-1/4" x25ga GALVANIZED STEEL, � � FULL DEPTH OF JOIST. ATTACH TO JOIST AND CARRIER - - - - - �< CHANNEL USING 2-EACH, #10 S.M.S. i CLIP ANGLE 5. HANGERS SHOULD BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. L , AIN ih SPLAY WIRES, 2" MAXIMUM FROM 6 RUONER WITRH ONE SHOULDING RAND OF NO L 6ga OR TWO STRANDS a INTERSECTION PARALLEL TO O OF NO. 18ga TIE WIRE. CEILING HEIGHT z z z CARRIER CHANNEL 7. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND O 2i 2 O PER R.C.P. Qwwlc�w - INTERLOCKING FLANGES 12" MINIMUM AND TYING NEAR EACH a w U) w w c/) i 2" EDGE MOLDING TYP TO END WITH DOUBLE LOOPS OF NO. WIRE. t- a a w STEEL CHANNEL \2, MATCH SUSP CLG SYSTEM. 8. CROSS -FURRING SHOULD BE SPLICED BY LAPPING AND U m Of w z z STRINGER (PER 3 v INTERLOCKING THE PIECES 8" MINIMUM AND TYING w L Q o o Z MANUFACTURER) NEAREACH END WITH DOUBLE LOOPS OF NO. 16ga WIRE. o O m p Q L - BLOCKING o 9. PROVIDE SPLAY BRACING AND COMPRESSION STRUT AT 12'-0" Y w z w m m z \ CONTINUOUS EXTRUDED ALUMINUM RETAINER o� O.C. AND MAXIMUM 6'-0" FROM ENDS. Y w w X W O U) STEEL CHANNEL \ h' O O - 10. LIGHT FIXTURES AND HVAC DIFFUSERS SHALL HAVE of w o w w SUPPORTS (PER INDEPENDENT SUPPORTS. U z z o o w SUSPENDED CEILING SYSTEM w MANUFACTURER) 11. AT MASONRY AND CONCRETE WALLS - PROVIDE METAL'F' n (D = Il CASING BEAD AND SEALANT R w of w W U) O 19 PAN STRI R LANDI NG 15 SEISMIC JOI NT AT SUSPENDED CEILING 11 ACT TO GWB CEILING TRANSITION CARRIER CHANNEL 12. ALL GYPSUM BOARD SHALL BE 5/8" TYPE 'X' UNLESS NOTED a 0 Q 0 � U) U 3" = 1'-0" OTHERWISE. O CEILING JOIST 13. AT WET AREAS, TOILET ROOMS, AND JANITOR'S CLOSETS, z USE 5/8" TYPE 'X' EXTERIOR GYPSUM SHEATHING. - N N N N N N N 14. DO NOT TIE WIRE HANGERS THROUGH JOIST "KNOCK -OUTS." w o 0 0 0 0 0 GUARD RAIL TO F- 04 � N BLOCKING AT TOP OF WALL Q LO (.0 N 0) LO LO 42"HEIGHT - C)NNoo0N AS REQUIRED. SECURE WALL N TO STRUCTURE ABOVE \ \ \ \ \ M (O � O 0 0 0 0 0 1-1/2"o PIPE HANDRAIL COMPRESSION STRUT COMPRESSION POST TABLE FOR TUBING & METAL STUD / -- 8" MAX. 4" SPHERE SHALL NOT 600T125-043 W/ (2) # 10 USE 1/2" DIAMETER EMT FOR MAXIMUM LEGNTH 2'-6" BE ABLE TO PASS SCREWS TO EACH STUD & (2) BRACING UP TO STRUCTURE HANGER WIRE USE 3/4" DIAMETER EMT FOR MAXIMUM LENGTH 4'-0" 10219 BETWEEN RAILS #10 SCREWS TO EA. JOIST. USE 1" DIAMETER EMT FOR MAXIMUM LENGTH 5'-6" REGISTERED USE 1-1/2" DIAMETER EMT FOR MAXIMUM LENGTH 8'-6" ARrI41TFrrT 3/8x 1/2" FLAT BAR, TYP. BLOCKING AT CEILING LINE STUD TRACK. ATTACH TO WALL STUDS USE 1-5/8" x25ga METAL STUDS FOR MAXIMUM LENGTH T-2" USE DOUBLE 1-5/8" x25ga METAL STUDS, MAX. LENGTH 16'-0" VERTICAL SUPPORT, CARRIER CHANNEL USE DOUBLE 2-1/2" x25ga METAL STUDS, MAX. LENGTH 17'-0" �wlticlnlAPROCHASKA SPACE MAX. 4'-0" SUSPENDED CEILING PER USE DOUBLE 3-1/2" x25ga METAL STUDS, MAX. LENGTH 22'-8" STATE OF V!►ASHINGTON GYPSUM BOARD CEILING, 6" REFLECTED CEILING PLAN METAL STUD CEILING JOISTS AT 12" O.C. FINISH PER FINISH o ° SCHEDULE. \ 4" CLOSURE PLATE, WELD M PROJECT NO.: 20184 AND GRIND SMOOTH 711_ CLG HEIGHT L , CEILING HEIGHT V PROJECT MGR.: MC 1„ PER PLAN PER R.C.P. - CEILING JOIST RISER CLOSURE PLATE, DRAWN BY: MG \ SECURE TO FLOOR 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. CHECKED BY: KIP WALL ASSEMBLY PER PLAN CEILING - SOFFIT FINISH, REF STRINGER BRACKET C0 3-5/8" METAL STUD FRAMING PLANS AND FINISH SCHEDULE WITH 5/8" GYP. BD. FINISH PER SCREW ATTACH JOISTS TO TRACK \ T.O. CONCRETE FLOOR SCHEDULE AT TWO PERPENDICULAR WALLS I NTERI OR DETAILS ry NOTE: HOLD CLEAR 1/2" AT OTHER WALLS 0 ALL METAL FINISHES PAN STAI R BASE PER ELEVATIONS GWB CEILING DETAIL METAL FRAMED SOFFIT TRANSITION STEEL JOIST FRAMED CEILING N N 3" 1 1 /2" =1'-0" A8006 JACKSON I MAIN ARCHITECTURE P.S. ©2021 WALL PERPENDICULAR TO C WALL PARALLEL TO DECK FILL ALL VOIDS WITH METAL DECK FOAM CLOSURES CONCRETE, REFERENCE STRUCTURAL METAL DECK, REFERENCE STRUCTURAL SEALANT (AS REQUIRED FOR WALL PARTITION TYPE) FASTENER PER MANUFACTURER RECOMMENDATIONS FASTENER PER MANUFACTURER RECOMMENDATIONS METAL STUD SLOTTED DEFLECTION TRACK (UP TO 3" MOVEMENT) CLARK/DIETRICH SLP-TRK OR EQUIVALENT METAL STUD GYPSUM WALL BOARD CONCRETE, REFERENCE STRUCTURAL METAL DECK, REFERENCE a 9- STRUCTURAL - - - ° ad. ° SEALANT (AS REQUIRED FOR WALL PARTITION TYPE) METAL DECK FLUTE COVER AS REQUIRED FOR PARALLEL APPLICATIONS FASTENER PER MANUFACTURER ® RECOMMENDATIONS FASTENER PER MANUFACTURER RECOMMENDATIONS METAL STUD SLOTTED DEFLECTION TRACK (UP TO 3" MOVEMENT) CLARK/DIETRICH SLP-TRK OR EQUIVALENT METAL STUD — GYPSUM WALL BOARD 0 METAL STUD WALL TOP DEFLECTION N.T.S. 18 — A8.07 UNDERSIDE OF STRUCTURE z CEILING CEILING (WHERE OCCURS) LINE TWO-SIDED ASSEMBLY B FULL HEIGHT STUDS TO STRUCTURE, PARTIAL HEIGHT GYP. BD. 18 A8.07 UNDERSIDE OF STRUCTURE SLIP JOINT AT TOP OF WALL CEILING (WHERE OCCURS) �rII NN FLOOR LINE TWO-SIDED ASSEMBLY FULL HEIGHT STUDS TO STRUC. A FULL HEIGHT GYP. BD. TO STRUC. (18 - - A8.07 UNDERSIDE OF STRUCTURE — HARD CEILING u HARD CEILING CEILING II N (WHERE OCCURS) HARD CEILING FLOOR LINE FLOOR LINE TWO-SIDED ASSEMBLY TWO-SIDED ASSEMBLY D FULL HEIGHT STUDS TO STRUCTURE, C FULL HEIGHT STUDS TO STRUC., FULL HEIGHT GYP. BD. TO FULL HEIGHT GYP. BD. TO STRUCTURE (ONE SIDE), PARTIAL STRUC. (ONE SIDE), PARTIAL HEIGHT GYP. BD. (OTHER SIDE) HEIGHT GYP. BD. (OTHER SIDE) 18 _ A8.07 EXTEND GYP. BD. TO UNDERSIDE OF STRUCTURE WHERE CEILING (ROOM SIDE) DOES NOT OCCUR. WHERE (2) LAYERS OF GYP BD AND A CEILING ARE PROVIDED, EXTEND BOTH LAYERS GYP. BD. TO STRUCTURE. EXTEND z VAPOR BARRIER TO STRUCTURE (WHERE OCCURRING) CEILING LINE E ONE-SIDED ASSEMBLY FULL HEIGHT STUDS TO STRUCTURE, PARTIAL HEIGHT GYP. BD., ONE SIDE NOTE: ASSEMBLY MAY HAVE ADDITIONAL LAYERS OF GYP. BD. ONE OR BOTH SIDES. ALSO MAY BE INSULATED. REF. ASSEMBLY TYPE FOR MORE INFO. NOT ALL CONDITIONS SHOWN MAY BE APPLICABLE TO PROJECT, REF. PLANS FOR TAGS INDICATING PARTITION HEAD CONFIGURATIONS. PARTITION HEAD CONDITIONS TYPE Al: COMPRESSED FIRE SAFING AT RATED 25 GAUGE x6" HIGH PARTITIONS; SOUND ATTENUATION CONTINUOUS METAL INSULATION AT SOUND RATED PARTITIONS PLATE CONT. GALVANIZED STEEL CORNER TYPE A2: BEAD, TYP. (EXCEPT AT LOCATIONS 25 GAUGE x8" HIGH WITH CORNER GUARDS) CONTINUOUS METAL PLATE BACKING PLATE TYPE A 1 1/2" =1'-0" TYPICAL METAL STUD FRAMING - REFERENCE PARTITION TYPES AND SPECS FOR STUD DEPTH AND GAUGE THREE 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREWS AT EACH STUD, TYPICAL TYPE B1: -54 RUNNER TRACK 6" 600T150 (OR EQUAL) NOTCHED AROUND STUDS AND EXTENDING 3" EACH SIDE BEYOND ONE PAIR OF STUDS SPACED 16" O.C. MAX TYPE 1132: SAME AS TYPE B1 EXCEPT COVERING TWO OR MORE PAIRS OF STUDS VERTICAL C-STUDS FLANGES TO BE CONTINUOUS THREE 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREW AT EACH STUD BACKING PLATE TYPE B 1 1/2" =1'-0" TYPE Cl: 4" 400T150-54 RUNNER TRACK (OR EQUAL) WELDED TO CONTINUOUS 14 GAUGE BY 6" METAL PLATE AND EXTENDING OVER 3 STUDS SPACED AT16" O.C. MINIMUM TYPE C2: SAME AS TYPE Cl EXCEPT EXTENDING OVER 4 STUDS MINIMUM FOUR 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREW AT EACH STUD, TYPICAL AT 6" O.C. MAX. 1/4" MAX. GAP BETWEEN RUNNER TRACK AND VERT. STUD C- STUD EXTENDING TO STRUCTURE ABOVE AND AT PARTITION UP TO 12'-0" HIGH: WELD PAIR OF C- STUDS FULL HGT. WELD RUNNER TRACK TO CONT PLATE TOP & BOTTOM WELD PLATE TO VERTICAL STUD(S) TOP AND BOTTOM BACKING PLATE TYPE C 1 1/2" =1'-0" "Q� BACKING PLATE TYPE D 1 1/2" =1'-01, BENT PLATE TO VERTICAL STUDS 1/4" THICK BENT STEEL PLATE BENT PLATE TO VERTICAL STUDS :STUDS ZUCTURE GALVANIZED STEEL EDGE TRIM, TYP. SOUND ATTENUATION, FIRE BLANKET, OR THERMAL BATTS WHERE INDICATED ON PLANS r- CONTINUOUS GALVANIZED CONTINUOUS STEEL CONTROL JOINT, TYP. SEALANT, PLAN (TERMINATIONS, ENDS AND JOINTS) BOTH SIDES SOUND ATTENUATION, FIRE BLANKET, OR THERMAL BATTS BASE AS WHERE INDICATED ON PLANS SCHEDULED; BOTH SIDES - CONTINUOUS SEALANT AT BASE LAYER, BOTH SIDES. STRIKE FLUSH WITH FACE BASE TERMINATION + LAYER 1 TYPICAL METAL STUD COMPONENTS 12" = 1'-01, ASSEMBLY AS NOTED IN SECTIONS MINERAL WOOL BATT INSULATION STEEL JRUNNER FILL VOID OR CAVITY WITH FIRE RATED SEALANT (ENTIRE PERIMETER BOTH SIDES) THIS PIECE ATTACHED TO WALL - NOT J RUNNER (ALLOW FOR MOVEMENT) CONTINUOUS FIRE -RATED SEALANT SHAFT WALL PER PLANS SHAFT WALL TOP DEFLECTION BACKING PLATE NOTES PROVIDE TYPE Al OR A2 BACKING PLATES: • AT SMALL ITEMS REQUIRING BACKING SOLELY FOR ATTACHMENT: DOOR STOPS, BUMPER RAILS, CRASH RAILS, SURFACE MOUNTED LIGHTS, ETC. (SELECT TYPE Al OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.) • AT WALL -MOUNTED EQUIPMENT AS INDICATED ON THE DRAWINGS • AT SMALL ITEMS (SUCH AS TOILET ACCESSORIES, MIRRORS, COAT HOOKS, ETC.) WHICH WEIGH, OR SUPPORT WEIGHTS, OF LESS THAN 50 POUNDS TOTAL. (SELECT TYPE Al OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.) PROVIDE TYPE B1 BACKING PLATE: • AT ALL BASE CABINETS • AT ALL FULL HEIGHT CABINETS • AT WALL -MOUNTED ADJUSTABLE SHELVING PROVIDE TYPE B2 BACKING PLATE: • AT ALL UPPER WALL -HUNG CABINETS WITH HEIGHT LESS THAN 30" • AT ALL UPPER WALL -HUNG CABINETS WITH NO MORE THAN ONE INTERMEDIATE SHELF • AT ALL WALL -MOUNTED HANDRAILS • AT ALL WALL -MOUNTED GRAB BARS • AT WALL -MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 200 POUNDS TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 100 POUNDS PER LINEAR FOOT PROVIDE TYPE Cl BACKING PLATE: • AT ALL UPPER WALL -HUNG CABINETS WITH HEIGHT OF 30" OR GREATER • AT ALL UPPER WALL -HUNG CABINETS WITH MORE THAN ONE INTERMEDIATE SHELF • AT WALL -MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 400 POUNDS TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER LINEAR FOOT PROVIDE TYPE C2 BACKING PLATE: • AT WALL -MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - MORE THAN 400 POUNDS TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER LINEAR FOOT PROVIDE TYPE D BACKING PLATE: • PROVIDE BACKING PLATES AS INDICATED ON THE DRAWINGS OR, WHERE NOT INDICATED, ACCORDING TO THE FOLLOWING SCHEDULE: • COORDINATE LOCATION, LENGTH, HEIGHT, AND NUMBER OF BACKING PLATES REQUIRED WITH ITEM TO BE MOUNTED. • FOR METHOD OF ATTACHMENT OF ITEM TO BE MOUNTED, REFER TO THE APPLICABLE DETAIL OR, IF NOT DETAILED, THE INSTRUCTIONS PROVIDED BY THE MANUFACTURER. JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ Q Z 0 ^o � �Q00 o p (n C) w ui LL �pJ� p cn 0 Q-p �OZ w Q 0 J(,p U cy) W V ) n Z V 0 Z cn O o �Ow>_ �J � 00 rn UJ Q � M pJ� 0 �ZU�z ��cn DO0�p Qui O I..� Q w w a z O J F- O Qww�w� a �il�_g�da> �0ZU' U� U mOfwzzo w D w= Q m 2 0 J 0 J Q O� w O Y Z w co z Ywcnw00p_ H of w 0 ul ul wo1:000� O cn U Fn D D'if CL0QoUU° O z N N N N N N N w 0 N 0 N 0 N 0 N 0 CAI 0 CV Q Lo (.0N N O u') Lo C) C�V N O O O 04 N 0 co 0 O 0 rl- 0 O 0 10219 REGISTERED - I NN / 'j ARrHITFrT �wt'tKtnlA PROCHASKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KP 3 CKING PLATE AND HE/. ONDITIONS FOR STEEL l A8007' JACKSON I MAIN ARCHITECTURE P.S. © 2021 7 Lo Lo CV CD CN N C> CV 04 N 4 CORNER GUARD PER A8 SHEET SERIES. TYP. ALL OUTSIDE CORNERS N E Si2 0 1 BUILDING STRUCTURE, REF. 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E STRUCTURAL DRAWINGS Si2 CORNER GUARD PER A8 SHEET 0 1 SERIES, TYPICAL ALL OUTSIDE EXTERIOR WALL CORNERS ASSEMBLY PER FLOOR PLAN E Si2 N 0 1 CV C COLUMN FURR AT EXTERIOR WALL Q E D E Si2 0 1 1' - 6 3/8" COLUMN FURR AT EXTERIOR WALL EXTERIOR WALL ASSEMBLY PER FLOOR PLAN co cv) E Si2 0 JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM RESUB Jan 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 VJ 0 Z 0 O 00 W W ( J Q Q o9� O Q-o �oz WQ0 O J(y)0 U (y) W V J 0 Z V O 0z o COW>-00 OJ�aQ Wf5o ILL m OJ� 0 a�C Q z wOZ --)QO 00°�0 �Q�W H w w �U) O �O Lu aw w z� w o� J z U) Go O� 0 w w()f =)cr U)O LU O— z CV CV w N QLo 0 N 0 10219 REGISTERED ARf:�H7'Ff`T �w i tKtnlA PROCHASKA STATE OF V!►ASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KP F2LUMN FURR DETAIL 1/2" = 1'-0" 1/2" =1'-0" 1/2" =1'-0" 1/2" = 1'-0" JACKSON I MAIN ARCHITECTURE P.S.