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REV1 APPROVED BLD PLN RESUB1 BLD2021-1385+Architectural_Plan+4.25.2023_8.08.22_AM+3502930
QITC LOCATION MAP N.T.S. TRUE NORTH OWNER a01:4_1to]_: m : 111ivi[0Wll-`? 336 ADMIRAL WAY EDMONDS, WA 98020 PHONE: (425) 775 4588 EMAIL: BMCCHESNEY@PORTOFEDMONDS.ORG CONTACT: ROBERT MCCHESNEY PORT OF EDMONDS TRUE NORTH ARCHITECT 471 ADMRAL WAY EDMONDS, WA 98020 ISSUED FOR PERMIT REVISIONS 1 COMMENT RESPONSE RND 1 APRIL 21, 2023 ClITr- VICINITY MAP N.T.S. JACKSON I MAIN ARCHITECTURE P.S. 311 1ST AVE. S. SEATTLE WA 98104 PHONE: (206) 324 4800 EMAIL: KATERINA.PROCHASKA@JACKSONMAIN.COM CONTACT: KATERINA PROCHASKA CIVIL ENG. CG ENGINEERING, PLLC 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 PHONE: (425) 778 8500 EMAIL: JAREDU@CGENGINEERING.COM CONTACT: JARED UNDERBRINK PROJECT DESCRIPTION APPROVED BY PLANNING May 02 2023 l APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION W. BUILDING OFFICIAL May 10 2023 APPROVED DATE 'Construction Type IIB ;Occupancy Group M B S1 :Occupant Load 134 Approved DFM ohris "&urt South County Fire Date: 05/04/2023 05- REVISION 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. SUBMIT FIRE ALARM AND SPRINKLER REVISIONS. DFM BURT CONSTRUCTION OF A NEW RETAIL (M), OFFICE (B) WITH ASSEMBLY MEETING ROOM (A-3), 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 WITH ASSEMBLY MEETING ROOM 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 TRUCTURAL ENG. CG ENGINEERING, PLLC 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 PHONE: (425) 778 8500 EMAIL: DENNIST@CGENGINEERING.COM CONTACT: DENNIS TITUS MECH./PLUMB. ENG. COFFMAN ENGINEERS 1101 2ND AVE #400 SEATTLE, WA 98101 PHONE: (206) 623 0717 EMAIL: OYVIND.NAESS@COFFMAN.COM CONTACT: OYVIND NAESS SEPARATE PERMITS FIRE ALARM SYSTEM FIRE SPRINKLERS BUILDING SIGNAGE CONDITIONAL USE PERMIT TREE REMOVAL PERMIT (FOR ELEC. TRANSFORMER) ELECTRICAL ENG. HARBOR POWER ENG. INC. 815 1 STAVE. #343 SEATTLE, WA 98104 1404 PHONE: (206) 855 4600 EMAIL: EDDAVID@HARBORPOWER.NET CONTACT: ED DAVID BUILDING DATA PROPERTY/ZONING r 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 SWLY IN A STRAIGHT LN TAP THAT IS 205FT S WHEN MEAS AT R/A FR N LN OF SEC 26 & 220FT SELY WHEN MEAS AT R/A FIR E BDYADMIRAL WAY TH NWLY AT R/A TO E BDY SD RR 220FT MIL TO EBD ADMIRAL WAY TH NELY ALG E BDY ADMIRAL WAY TO POB EXC THE SELY 10OFT 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. RETAIL, OFFICE, ASSEMBLY MEETING ROOM, PROPOSED 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 16.55.020) 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 WITHIN 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) FIRE SPRINKLERED YES - PER 903.2.1.3 HEIGHT/STORIES (WSBC 504.3 AND 504.4) D. dLL*Q 3 S O I S B 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 0 F A 3 8 00 S PROPOSED 12,000 SF PROPOSED OCC. CLASSIFICATION OCC. JAREA (SF) ASSEMBLY A-3 1,051 STORAGE S-1 3,500 RETAIL M 2,320 OFFICE B 1,892 TTL,O63 3; E U 0B ILDI G COMPLIES WITH PROVISIONS OF MOST RESTRICTIVE SEPARATION REQUIREMENTS USE 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 X>=30 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 1004.5. OCC. CLASSIFICATION JOCC. JAREA (SF) IMAX. FLOOR AREA OCCUPANTS ASSEMBLY A-3 1,051 15 NET SF / OCC. 70 STORAGE S-1 3,500 300 SF / OCC. 12 RETAIL Im 12,320 160 SF/OCC. 39 OFFICE B 1,892 150 SF / OCC. 13 TOTAL 134 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 AND ASSEMBLY AREA - 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 ASSEMBLY A-3 2 2 1 PER 125 M - 1 PER 65 F 1 PER 200 TOTAL PROVIDED 5 51 2 PER 2902.2 SEPARATE FACILITIES SHALL NOT BE REQUIRED IN TENANT SPACES WITH A TOTAL OCCUPANT LOAD OF 15 OR FEWER. 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, THEN 1 PER EACH 500 ADDITIONAL OCC. DRINKING FOUNTAINS PROVIDED: 2 NA ke A IN LANDSCAPE ARCHITECT FIRE PROTECTION BETHUNE ASSOCIATES INC. 24813 247TH PL SE MAPLE VALLEY, WA 98038 PHONE: (425) 432 9877 EMAIL: LAUCH@BETHUNEASSOCIATES.COM CONTACT: LAUCHLIN BETHUNE COFFMAN ENGINEERS 1101 2ND AVE #400 SEATTLE, WA 98101 PHONE: (206) 521 0745 EMAIL: GRAMLICH@COFFMAN.COM CONTACT: DAVID GRAMLICH SHEET INDEX iG0.00 ICOVER SHEET G0.02 I ENERGY CODE / GREEN BLDG. INITIATIVES / AREA PLANS (G0.04 (ACCESSIBILITY DETAILS C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS C4.3 WATER & SEWER DETAILS C5.1 SITE & STREET IMPROVEMENT & TRAFFIC CONTROL PLAN & DETAILS SITE & STREET IMPROVEMENT DETAILS C5.2 C5.3 TRAFFIC CONTROL DETAILS C5.4 STREET IMPROVEMENT DETAILS -ANDSCAPE -1.0 LANDSCAPE IRRIGATION PLAN -2.0 ILANDSCAPE PLANTING PLAN 4RCH ITECTU RAL A0.00 SITE DEMOLITION PLAN A1.00 SITE PLAN A2 0 FLO PL - L A2.02 FLOOR PLAN - LEVEL 02 A2.11 REFLECTED CEILING PLAN -'LEVEL 01 A2.12 REFLECTED CEILING PLAN - LEVEL 02 A3.01 EXTERIOR ELEVATIONS A3.0 TERIOR ELEVATIONS A4.01 BUILDING SECTIONS I GS A4.11 WALL SECTIONS A5.21 INTERIOR ELEVATIONS A5.22 INTERIOR ELEVATIONS A5.23 INTERIOR ELEVATIONS A6.01 VERTICAL CIRCULATION STAIRS A6.02 VERTICAL CIRCULATION ELEVATOR A7.01 STOREFRONT / WINDOW SCHEDULE ART DOOR SCHEDULE A8.01 WALL, FLOOR AND ROOF ASSEMBLIES _Arr2_[f3;ffE I I A8.03 EXTERIOR DETAILS A8.04 EXTERIOR DETAILS A8.05 INTERIOR DETAILS A80 I RO TAL A8.07 INTERIOR DETAILS L A8.09 BACKING PLATE AND HEAD CONDITIONS FOR STEEL A8.10 COLUMN FURR DETAILS A9.00 SHEET REMOVED PER DELTA 5 REVISIONS A9.01 SHEET REMOVED PER DELTA 5 REVISIONS A9.02 I SHEET REMOVED PER DELTA 5 REVISIONS INTERIORS 12.01 FINISH PLAN - LEVEL 01 12.02 FINISH PLAN - LEVEL 02 17.00 INTERIOR FINISH SCHEDULE 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 ELEVATIONS S3.2 ELEVATIONS S4.1 SCHEDULES S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S6.1 LIGHT GAGE STEEL FRAMING DETAILS S7.1 STEEL FRAMING DETAILS S7.2 STEEL FRAMING DETAILS S7.3 STEEL FRAMING DETAILS S8.1 CMU DETAILS MECHANICAL M0.1 COVER SHEET AND GENERAL INFO M0.2 GENERAL NOTES M0.3 SCHEDULES M0.4 SCHEDULES M1.1 LEVEL 1 HVAC PLAN M1.2 LEVEL 2 HVAC PLAN M1.3 LEVEL 1 HVAC PIPING PLAN M1.4 LEVEL 2 HVAC PIPING PLAN M2.1 SECTIONS & ELEVATIONS M2.2 VRF SYSTEM SCHEMATIC M2.3 DETAILS M3.1 HVAC LOAD CALCS M3.2 HVAC LOAD CALCS M3.3 HVAC LOAD CALCS M3.4 HVAC LOAD CALCS PLUMBING P0.1 COVER SHEET AND GENERAL INFO P0.2 GENERAL NOTES P0.3 SCHEDULES P1.1 UNDERGROUND PLUMBING PLAN P1.2 LEVEL 1 PLUMBING PLAN P1.3 LEVEL 2 PLUMBING PLAN P1.4 PLUMBING ROOF PLAN P2.1 RISER DIAGRAMS P4.1 DETAILS P4.2 DETAILS ELECTRICAL E0.00 SYMBOLS & ABBREVIATIONS E0.01 LIGHTING FIXTURE SCHEDULE & PRODUCT INFORMATION E0.02 LIGHTING FIXTURE PRODUCT INFORMATION E0.03 LIGHTING FIXTURE PRODUCT INFORMATION E1.00 SINGLE LINE WIRING DIAGRAM 10 P C DU S E2.00 SITE PLAN E3.01 POWER PLAN - SECOND FLOOR E4.00 LIGHTING PLAN - FIRST FLOOR E4.01 LIGHTING PLAN - SECOND FLOOR E5.00 ELECTRICAL DETAILS E5.01 ELECTRICAL DETAILS FIRE PROTECTION FP0.1 COVER SHEET AND GENERAL INFO FP1.1 FLOOR PLAN LEVEL 1 FP1.2 FLOOR PLAN LEVEL 2 JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 O �Vr^J 00 C) vJ Q m UjJ : < 0� J Q LL_ U) Q C Z < 0 Uj 2 J U c� Uw U) NN co W Q Q C) J Q 121� U) U2� �Uj <0 0 LLJ W I- U) Z O D- Z H W D- F_Z Z U) W z O Oz <LUw LU Z i.- LU aa> w2 W 0 fn LL DO of Z Z D O 0 0LLU)0 �Z O Y W Z OD OD Z Ill IL fn U Y > W (D U) 0� 0� 0 0� 0� > w H IY w 0 LL 0- U- U O LL O LL U Z 0 0 0 w 0 0 _LU (5 = W W of W W 0c50::) Q ::)of»� CO 3 U) a a 0 cn cn D cQ O Z �t LO N N N N N N N N M N N N W < N LO� N N 04 N LO N LO N � N CD NO Q p LO N CO N Cn(0 N O LO O C) LO N v o co N It N N O M o CO o O o 0 co 0 It 0 10219 REGISTERED ARCHITECT 10 rv�i cr[ttvrl rKVt;P�1.SSKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP COVER SHEET GOOOO n M N O N N V AREA CALCULATION DIAGRAMS AIR BARRIER CALCULATIONS AIR BARRIER DIAGRAMS ENERGY NOTES THERMAL ENVELOPE, AIR BARRIER(S) AND AIR BARRIER TESTING: CIRCULATION PRESSURE BOUNDARY CALCULATIONS: THE BUILDING WILL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR AIR BARRIER APPLICABLE ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE (NOT OCCUPIABLE) CONSTRUCTION: CLIMATE ZONE: 4C RETAIL (HEATED) OCCUPANCY TYPE(S): 'M' - MERCANTILE; RETAIL RETAIL (M) C402.5.1 AIR BARRIERS B' -BUSINESS; OFFICE 60 SF/OCC BOUNDARY WITH EXTERIOR: A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL 'S-1' - (MAINTENANCE SHOP) WALL 2,295 SF ENVELOPE. THE AIR BARRIER SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR 'A-3'- ASSEMBLY; COMMISSION MEETING ROOM FLOOR 2,320 SF OUSIDE OF THE BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING ACCESSORY TOTAL 4,615 SF THE ENVELOPE, OR ANY COMBINATION THEREOF. THE AIR BARRIER SHALL COMPLY WITH THIS DESIGN IS IN CONFORMANCE WITH THE PRESCRIPTIVE BUILDING ENVELOPE EQUIP. R. SECTIONS C402.5.1.1 AND C402.5.1.2. REQUIREMENTS OF WSEC SECTION C402 AND AS NOTED BELOW FOR EACH BUILDING 300 SF/OCC WAREHOUSE (HEATED) COMPONENT AND / OR PORTION OF THE BUILDING. STORAGE A. THE GC SHALL PROVIDE FOR THE COMPLETED BUILDING ENVELOPE TO BE TESTED 300 SF/OCC BOUNDRY WITH EXTERIOR: PER SECTION C402.5.1.2. THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL BUILDING ENVELOPE REQUIREMENTS; WALL 2,535 SF NOT EXCEED 0.25 CFM/SQUARE FOOT AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES FULLY CONDITIONED: FULL BUILDING FLOOR 3,975 SF WATER GAUGE AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE ROOF 1,755 SF WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. TOTAL 8,265 SF BUILDING ELEMENTS (PER TABLE C402.L2 B. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY OFFICE (HEATED) VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE ROOF ASSEMBLY: BUILDING OWNER AND THE CODE OFFICIAL. R-38 (7) POLYISO CONTIN. INSULATION ABOVE BOUNDARY WITH EXTERIOR: DECKING FIRE 'MECH. WALL 2,637 SF C. REFER TO A8 SERIES FOR AIR/MOISTURE BARRIER LOCATION, DETAILS AND RR. ISrl ROOF 4,945 SF REQUIREMENTS. WALL ASSEMBLIES: TOTAL 7,582 SF METAL FRAMED WALLS w/ R-21 (6") FIBERGLASS IIIII PART ELEV C402.5.1.1 AIR BARRIER CONSTRUCTION BATT INSULATION. w TITri CAGE AC THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE w JJ�� FOLLOWING: + R-10 (2.0") POLYISO RIGID FOAM CONTINUOUS 1. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE INSULATION LAYER AT EXTERIOR FACE THERMAL ENVELOPE OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. RR. 2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS FLOOR(S): RR. IN PLACES AND CHANGES IN MATERIALS. THE JOINT FOR ITS ENTIRE LENGTH SO AS SLABS ON GRADE: R-10 (2") XPS RIGID FOAM VERTICALLY TO A DEPTH NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE OF 24" AROUND ENTIRE SLAB PERIMETER. AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. METAL JOIST / FRAMING STEEL FLOOR JOIST SYSTEMS SHALL BE 3. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISE INSULATED TO R-38 + R-10 C.I. PER TABLE C402.1.3. SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH MOISTURE VAPOR -PERMEABLE OPAQUE DOORS AND GLAZING: ° WRAPPING MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE REFER TO WINDOW AND DOOR SCHEDULE SHEET SERIES A7.00 FOR OPAQUE DOOR, LEVEL 01 CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY INSTALLED GLAZING AND WINDOW REQUIREMENTS AROUND THE PENETRATIONS SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR THE PENETRATIONS' ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE GENERAL INSULATION AND ENERGY CODE NOTES: ACCESSORY FROM WIND, STACK EFFECT, AND MECHANICAL VENTILATION. SEALING OC A. EXPOSED INSULATION MATERIALS, INCLUDING FACINGS AND VAPOR BARRIERS, EQUIP. R. / CONCEALED FIRE SPRINKLERS, WHERE REQUIRED, SHALL BE IN A MANNER THAT IS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DENSITY NOT 300 SF/OCC / RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND CEILING SURFACE. - OFFICE (B) WALLS OR CEILINGS. 150 SF/ OCC 4. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8. WHERE B. ALL INSULATION WILL STRICTLY CONFORM TO THE REQUIREMENTS OF UL LISTING SIMILAR OBJECTS ARE INSTALLED WHICH PENETRATE THE AIR BARRIER, PROVISIONS WHERE USED IN UL RATED ASSEMBLIES CIRCULATION SHALL BE MADE TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER. (NOT OCCUPIABLE*) LIGHTING CONTROLS: STORAGE A. WHERE REQUIRED FOR DESIGNED COMPLIANCE WITH ENERGY CODE INTERIOR AND 300 SF/ OCC EXTERIOR LIGHTING SHALL BE PROVIDED WITH DEDICATED LIGHTING CONTROLS, AIR BARRIER PRESSURE BOUNDARY WITH EXTERIOR OCCUPANCY SENSORS, DAYLIGHT RESPONSIVE CONTROLS AND DAYLIGHT ZONES, AIR BARRIER PRESSURE BOUNDARY BTWN INTERIOR ETC. PER WSEC SECTION C405.2 DI II( ADDITIONAL ENERGY EFFICIENCY MEASURES: THE BUILDING SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR ADDITIONAL ENERGY EFFICIENCY PER WSEC SECTION C406 AND AS NOTED WITH THE PROVISIONS BELOW: l_ IT GROUP B S-1 / A-3 ERVE RR. TORA 1. MORE EFFICIENT HVAC PERFORMANCE Ll �/ 1� IN ACCORDANCE WITH SECTION C406.2 3.0 2.0 EQUIP. � ,�HI PLATFORM RR.1 JRR. 2. REDUCED LIGHTING POWER OPTION 1 � - - � � - - IN ACCORDANCE WITH SECTION C406.3.1 1 2.0 1 1 2.0 1 _ RR.` -1 I 3. REDUCED LIGHTING POWER OPTION 2 \ IN ACCORDANCE WITH SECTION C406.3.2 4.0 4.0 OPEN'TO COMMISSION BELOW MEETING _ _ _ _ _ _ _ _ _ _ _ 4. ENHANCED LIGHTING CONTROLS IN - - ACCORDANCE WITH SECTION C406.4. 1.0 1.0 � E-W SECTION `--J \ \ 5. ON -SITE SUPPLY OF RENEWABLE ENERGY - - o IN ACCORDANCE WITH SECTION C406.5. 3.0 I 3.0 6. DEDICATED OUTDOOR AIR SYSTEM IN LEVEL 02 - ASSEMBLY ACCORDANCE WITH SECTION C406.6 4.0 4.0 15 NET SF / OCC 7. HIGH PERFORMANCE DEDICATED OUTDOOR AIR SYSTEM IN ACCORDANCE WITH SECTION C406.6 1 4.0 I 4.0 � 8. HIGH EFFICIENCY SERVICE WATER HEATING IN 'PER WSBC 2018 CHAPTER 2 DEFINITIONS, OCCUPIABLE SPACE IS A ROOM OR ACCORDANCE WITH SECTIONS C406.8 AND - - - - - - - - ENCLOSED SPACE DESIGNED FOR HUMAN OCCUPANCY IN WHICH INDIVIDUALS C406.8.2 N/A 8.0 CONGREGATE FOR AMUSEMENT, EDUCATIONAL OR SIMILAR PURPOSES OR IN WHICH N-S SECTION OCCUPANTS ARE ENGAGED AT LABOR, AND WHICH IS EQUIPPED WITH MEANS OF 9. HIGH-PERFORMANCE SERVICE WATER EGRESS AND LIGHT AND VENTILATION FACILITIES MEETING THE REQUIREMENTS OF HEATING IN MULTI -FAMILY BUILDINGS IN THIS CODE. ACCORDANCE WITH SECTION C406.9 N/A N/A 10. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.10 4.0 4.0 11. REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION C406.11 1.0 1.0 12. ENHANCED COMMERCIAL KITCHEN EQUIPMENT IN ACCORDANCE WITH SECTION C406.12 N/A 5.0 (GROUP A-2 ONLY) j / F TOTAL PROPOSED CREDITS (6.0 MINIMUM) 6.0 6.0 i r I I FLOOR PLAN L2 -� --- I I I I I � I IIIII IIIIIIIIIIIII � Hill uuuu�� _ _ _ llTli - - - - - - - - - - - - - - - - - - FLOOR PLAN L1 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V J 0 z O o N � Q � w 0 3:rn W J Q LL Q� 0 0 0� U) Q-0 z�0 L.L w Q O � J0 U co W V J 0 z CD O z c) o N cl 0 J w Q � w p�Q 0 J LL �zU2cl M� �� Q </ _ w0z a 00 O 2 I..L Q 0- ct w w C� z ~ a zz z O ui Lz Q cn v) �www� F-2Ewa> > w U Dox z z 0 LL a0 Z U) Do _ 0 w z m m z m 0- co00-00 F w LL LL U IL IL o o w o 0 OcnU» Z)D X w X U) U) O U) U) d 0 Q cn U) U cn U) O z N N co N N N N N N N w N N N N N N N QLomCNLoLo �to p N N O O N == N M CO O = 'IT M 0 0 0 0 O O 10219 REGISTERED ARCHITECT 44 lk nm'r-r[uvA rKUt;IlAbKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP ENERGY CODE / GREEN BLDG. INITIATIVES / AREA PLANS G0002 JACKSON I MAIN ARCHITECTURE P.S. © 2023 INTERMEDIATE RAIL AT MID POINT W/ GALV. CLEAR COAT n 00 M N 0 N N V 0 MIN. W.C. CLEARANCE WOMEN'S RR E--� > I I I ---- ANSI 304.4 ALLOWS DOORS TO SWING INTO TURNING SPACES. Iill n ANSI 604.3.3 ALLOWS � II � CLEARANCE OVERLAP I � 56" MIN. W.C. CLEARANCE I � — — — — — — — moo. C9 -Li---� q 11 u �J�� �P• :o MEN'S RR p - - -� � i - - 48" B CAII AOr_`Cr% CIAIr_`1 C nt"It"I IDAAIT 000TOnnRA 1-1/2" DIAMETER PAINTED STEEL PIPE HANDRAIL W/ GALV. CLEAR COAT 12" MIN. TOE OF RAMP LJ TYPICAL RAMP RAILING DETAIL 3/4" = 1'-0" 1-1/2" 0 STEEL HANDRAIL, SHOP FABRICATED W/ GALV. CLEAR COAT 12" 12" 11" 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" ACCESSIBLE PARKING SIGN, REFERENCE ENLARGED DETAIL FOR LOCATION AND ADDITIONAL INFORMATION 3" WIDE TRAFFIC WHITE PAINT, TYP. BUILDING OUTLINE 3" WIDE TRAFFIC WHITE PAINT, 3'-0" O.C. AT 45 DEGREE ANGLE ACCESSIBLE PARKING SIGN, NOTE: REFERENCE 1. ACCESSIBLE PARKING PER ENLARGED DETAIL THE WASHINGTON STATE FOR LOCATION CODE SECTION 1106 - AND ADDITIONAL PARKING AND PASSENGER 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 AM �— RAMP PER PLAN L1 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 ADJOINING CURB RAMP MAX. SLOPE SURFACE MAX. 12 SLOPE 1 20 ADA CURB DETAIL 1/2" =1'-0" J 16'-6" 3x T INTERNATIONAL SYMBOL OF ACCESSIBILITY CENTER ON SPACE o �w C� w 00 0 w i 00 ACCESSIBLE PARKING SIGN, REFERENCE DETAIL 4.G0.04. REFERENCE SITE PLAN FOR SIGN LOCATIONS 1-1/2" DIAMETER S.StI. POST CONCRETE FOOTING d°I N q. 44 CD a •.o-a •l,- pa a 12" a ACCESSIBLE PARKING SIGNAGE POST 1"=1'0" N N - N O ~ Ow Z Z U �a o a U N N CV m RESERVED PARKING - ACCESSIBLE PARKING ONLY VAN ACCESSIBLE 12" 3/8" WIDE GREEN COLOR BAND REF. NOTE 5 BELOW REF. NOTE 6 BELOW WHITE REFLECTIVE BACKGROUND (TYP.) 1 1/2" DIAMETER S.StI. POST 3/8" WIDE GREEN COLOR BAND WHITE REFLECTIVE BACKGROUND (TYP.) REF. NOTE 5 BELOW PROVIDE VAN SIGN AT EACH VAN SPACE INDICATED ON SITE PLAN 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. ACCESSIBLE PARKING SIGNAGE 3/8" = 1'-0" 3/8" = 1'-01, �T� 3" = 1'-0" ' ` PROJECT NORTH JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 0 Z O o N uj Q 00 p w � rn W J Q L o< u) Q C W O JQ0o U c� W V ) 0 Z C� O Z c) o N 0 J � wQ� w p�Q J 0ZU�� Q Q�_ Cn _ jj�z ---) 0 Oo��o Oa� �Q0�w w m z O a Z ~ w a I—Z z w w z O O� Qw��O Zn Z �Laa> w2 W � LL Of Zp O U 0 LL U) m o o Q p z O Y W Z m mZ m a. (n U>O10� Y w U 0�O > w H Of w 0 LL 0— LL U O LL O u- U Z p p p WLU p p U' = W W Of W W m m m m O z '�t L0 N N N N N N N N woo O O LO O LO O O o Q p LO N CO N N O LO O LO N v - o N N 0 M C) C(O 0 O- 0 4 C) M 0 It 0 10219 REGISTERED ARCHITECT Ik nr%'r-r%Inw rKVt;MAbKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP ACCESSIBILITY DETAILS G0004 JACKSON I MAIN ARCHITECTURE P.S. © 2023 a a N 7 n Lo co N 0 N N DATUM POINT �I ADMIRAL WAY MANHOLE RIM ELEVATION 12.64' itz li I �� II II 11.34 II TRUE PROJECT NORTH NORTH SITE PLAN 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 LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO SEPARATE FILL/GRADE PERMIT FOR SITE GRADING, UTILITY, FRONTAGE, 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. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. 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. KEYNOTES: 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 13'-0" TALL MECHANICAL EQUIPMENT SCREEN. REFER TO STRUCTURAL DRAWINGS FOR ANCHORING 11.34 UNDERGROUND FIBER OPTIC AND TELCOM SERVICE CONDUITS PER ELECTRICAL DRAWINGS. PROVIDE A CHASE TO ROUTE TO SERVER ROOM 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 26.07 TRANSFORMER. REFERENCE ELECTRICAL DRAWINGS FOR TRANSFORMER REQUIREMENTS 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 32.21 REFERENCE CIVIL DRAWINGS FOR EXTERIOR ELEVATION POINTS 32.22 (2) EV-READY AND (8) EV-CAPABLE PARKING SPACES TO BE PROVIDED PER ECDC 17.115.B. SITE LEGEND PROPOSED CONCRETE LANDSCAPING 5 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 W 0 Z O o N p w Q� � rn w J Q L o< O o�U) Quo ~ zo o w � Q2 O J�o U co w Cn 0 Z C� 0 Z c) o No 0 J �� wQ� p�Q LL OZU2� m Q < Cn 0� W0z Oo� Oa� o �Qw w w H U) z O a Z ~ w a I-Z z w w z O O� Qw22O Zn Z � 2 > w 2 w LL Q Z Z 0 O U 0 ILL U) m-j o Q z O Y W z m m Z III IL (n U Y > w (D u) O > w H Of 0 LL 0— LL U O LL O LL U Z 0 0 ow 0 0 -wo wwIxwwg OinU»of»� a o Q � U) � a cn cn D cn O z �t L0 N N N N N N N N w N ONNNNNNN Q p LO N O N N O LO O N O N N O M O CEO O O o �i 0 COY)8) 0 0 10219 F GISTERED RCHITECT 44 STATE OF WASHING PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP SITE PLAN Al 00 ■ JACKSON I MAIN ARCHITECTURE P.S. © 2023 0 zo 7 n M M N O N N v 1 2 3 4 ' 100' - 0" J, 21'-9" �, 21'-9" �, 16'-2" J, 40'-4" T 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" 3'-10" 10' 3'-2" 1 3'-4" 7'-11" 3'-6" 2 A3.01 1 4.01 A4.01 7FF Se6 Se6 1 05.14 Se6 10 A8.10 S1M A8.10 I � 04 12.03 1 - --- J 12.03 Si3 -- J 12.03 - A A SW I -- 1 p` 16 12.03 It I lk J.. A Si3 Si3 Si3 o OFFICE 6 Si3 OFFICE 5 __ 1 OFFICE 4 __ 1 OFFICE 3 __ 1 OFFICE 2 I 11.24 OFFICE 1 206 .1 205 204 203 202 11.20 8 A5.23 M 201 ' 12.03 N N A 1 7 Si3 11 15 20 - - - - 205 - 204 - - - - - - _ - 203 202 - - - - - - - - A I 20 A 11' - 6 3/8" 6'- 5 5/8" A A j _- 00 A A5.23 a?l AUDIT CORRIDOR Si3S3 20 Si3 A5.22 26.04 dV ARCHIVE Si3 8 05 1 11.31 1 A5.22 12'- 1 3/8" ROOM -- 1 kSi3 - 1 211 211 09.16 F.E.C. 09.16 _ _ _ _ - 07.12 �n 9 IM 209 rn 209 6" MIN. CL . 219A = 2 � ti J 212 7 SERVER A I 'A6.02 = 212 Si3 A5.22 14 � - I I- rn 200 ti 11.19 7' - 0" - - - -A- - A- - -"Lo -- 11.18 I WOMEN'S RR I A STORAGE I I 19 Si3 Si3 Si 20 218E tF "Si6 14.01 1 219 I A8 05 A8.10 4 IF 81 S F I I 7 A5.21 221 A S2-2 '4 11.25 17 I A6.01 Si6 L 1 21219B SAib 1LOBBY rtI -A 1.1 A8.10 0 ° I C I A A A I - O Si3 I Si3 Si3 Si3 I r� - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - - - - - - 1 - - 14 EQUIPMENT 3 I N�EN'S R. 218A I 10.25 PLATFORM I A5.22 213 1 213 I I I I 1 STAIR 01 1 Se6 221 / i I 5 I 19 I MEWS RR 17 C `° go Si3 218A 00 I A (o A5.22 I I Sib D 1 63 SF A I I I I I I I I 0 1 21' - 6" 05.05 / G0.03 Sib I 20 I 18 Si6 I O I _- - __ 1 A8.10 .1 14 D C --- --- Si3 A5.22 _ N Si3 218 - - - A A8.10 I __ .1 I -- 1 _9' - 3 3/4" G�o4 1 co 00 06.05 Sib 01.22 \ I 12 A A A v v 1 12.04 WOMEN'S R.R � I � El OPEN TO ti BELOW o � A Si6 �-A .1 � I � I � zo � I � Ll o � � � I � I I Se6 I 2 A4.01 43' - 6" DOUBLE HEIGHT MAINTENANCE BAYS - I 15 Si3 Si3 Si3 - 215 I G0.03 CUSTODIALI o I CD - - - I- 218C -Si3 I 1 C A `� 1 N A Si3 Si3 Si3 m A co Si3 I o BREAK ROOM 1 N 216 12.04 I � 06.05 24 A5.23 i I r 12.04 06.05 12 13 1 8.10 Se6 4' - 8" A8.10 1 1' - 11 1/2" 2 1 A3.02 A4.01 16'-2" Sep A8.10 1 � A4.02 N co zo 6 4^2 - A8.10 A4.02 Se6 "' COMMISSION "" 1 MTG ROOM 22 ti 218 Se6 N �, 23 A5.23)1 Eo N 21 Se6 12.03 12.03 � 5 � M 2 7 A8.10 A8.10 SIM 8'_0" 2'_0„1 40' - 4" FLOOR PLAN - LEVEL 02 1 3/16" = 1'-0" PROJECT NORTH 0 a- 0 z Q U CL } C I 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. FURNITURE, FIXTURES, EQUIPMENT OWNER PROVIDED, CONTRACTOR INSTALLED U.N.O. 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 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. 24 OCCUPANT X 0.20" 25 OCCUPANT X 0.20" 4.8" REQ. EGRESS WIDTH 5" REQ. EGRESS WIDTH 36" ACTUAL EGRESS WIDTH 36" ACTUAL EGRESS WIDTH EGRESS LEGEND X' (C.P.T.) } X' (T.P.T.) } DIRECTION OF EGRESS F.E.C. RECESSED FIRE EXTINGUISHER CABINET F.E. FIRE EXTINGUISHER KEYNOTES 01.22 OCCUPANT LOAD SIGNAGE PER ACCESSIBILITY DETAILS ON G SERIES, SIGN TO BE INSTALLED NEAR EXIT DOOR PER IBC 1004.9. A 05.05 STEEL COLUMN SUSPENDED FROM ABOVE, REFERENCE STRUCTURAL 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS. REFERENCE A8 SERIES AND STRUCTURAL DRAWINGS FOR DETAILS 06.05 GC TO COORDINATE WITH OWNER ON TV PLACEMENT, AND PROVIDE SOLID BLOCKING FOR WALL MOUNTED EQUIPMENT, TYPICAL 07.12 ROOF ACCESS LADDER, WALL MOUNTED. REFERENCE SPECIFICATIONS 09.16 POLYCARBONATED CORNER GUARD, PER DETAIL ON A8 SERIES TYPICAL ON ALL OUTSIDE CORNERS IN OFFICE 10.25 STRUCTURAL COLUMNS TO BE ENCASED WITHIN WALL ASSEMBLY 11.18 SERVER RACK. OWNER FURNISHED AND INSTALLED 11.19 SHELVING. OWNER FURNISHED OWNER INSTALLED. 11.20 PRINTER / COPY / PLOTTER STATION. POWER SOURCE AND DATA DROP REQUIRED, REFERENCE ELECTRICAL DRAWINGS 11.24 POSTAGE MACHINE BY OWNER 11.25 SAFE. OWNER FURNISHED AND INSTALLED 11.31 RECESSED FIRE EXTINGUISHER CABINETS; REFER TO DETAIL FOR MOUNTING 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 12.03 WINDOW TREATMENT SYSTEM PER SPECIFICATIONS, TYP. IN ALL LEVEL 02 OFFICE AREAS 12.04 TV SCREEN WITH MOUNTING ARM. OWNER FURNISHED CONTRACTOR INSTALLED. 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 26.04 DOOR 200 LOCK/UNLOCK SWITCH (ELECTRIC STRIKE OVERRIDE DURING BUSINESS HOURS) REFERENCE ELECTRICAL AND LOW VOLAGE DRAWINGS JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 0 Z 0 0 N Uj<00 0 w � 0')W � J Q LL 0 < 0 0� U) Q C z0O L.L Ll.l Q O JC.00 U co LL] V J 0 Z CD 0 z U) o N 0 0 LLJ Q � LLI 0 J Q LL 0U Q < - Z �� Z Lu �QO 00 0- Q 0 Lu w 1= U) z O � a Z ~ w a I-Z z w w � z O Oz Qwo�O z w � 2 > w � w � LLQ z ZD - O U oLLU)0 0 �Z O Y w z III Z Ill IL (n Y w u) w I- of 0 LL 0- LL U O LL O LL U Z 0 0 ow 0 0 ,0 Wwofwwg 0vo a o Q DDof»� o m cn cn cn cn O z Lo N N N - N N N N N w - 0 N 0 N co 0 N 04 0 N L0 0 N L0 O N O N o N Q p � N CO N N O L0 O L0 N v - o N 10219 REGISTERED ARCHITECT lk nr%l r-r[uvA rKVt;MAbKA STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KIP FLOOR PLAN - LEVEL 02 A2002 JACKSON I MAIN ARCHITECTURE P.S. © 2023 7 n M N 0 N N V O 100' - 0" 21'-9" 21'-9" 16'-2" 40'-4" 63'-8" 4'-8" 31'-8" 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 PENDANT; MIN. 5-0" A.F.F. HIGH BAY; MIN. 12'-0" A.F.F. AT SINGLE HEIGHT MAINTENANCE SHOP MIN. 22'-0" A.F.F AT DOUBLE HEIGHT MAINTENANCE SHOP 10' AND 8' PENDANT LINEAR STRIP FIXTURE (IN SAME PLANE AS CEILING IN COMMISSION MEETING ROOM) RECESSED LINEAR SLOT LIGHT; SIZE PER R.C.P. 4'-0" PENDANT LINEAR LIGHT 4'-0" CEILING MOUNTED LINEAR LIGHT 4 WALL PACK WALL MOUNTED FIXTURE (ELEVATOR LOBBY, RESTROOMS) CONTINUOUS LINEAR DOWN LIGHT ALONG PERMIETER OF WOOD C :11 CEIING PANEL; IN SAME PLANE AS CEILING 51NULt H 1. ® EXIT SIGN MAINTENANCE I . ► SHOP I ® EXIT SIGN WITH DIRECTIONAL ARROWS 103 CEILING FAN 10' - 3" A.F.F. - REFERENCE MECHANICAL DRAWINGS 2 OPEN TO 1 A4.01 2 STRUCTURE ABOVE A4.01 A3.02 NOTE REMOVED UNDERMOUNTED LED CABINET / SOFFIT TASK LIGHTING INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE OF FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE. WHERE POSSIBLE ENSURE INSULATION PLANE IS NOT BROKEN; ANCHOR EQUIPMENT TO BOTTOM OF JOISTS. 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 PROJECT NORTH 1 CEILING PLAN - LEVEL 01 3/16" = l'-0" KEYNOTES: 05.14 PRE-ENGINEERED METAL CANOPY, COLOR PER ELEVATIONS. REFERENCE A8 SERIES AND STRUCTURAL DRAWINGS FOR DETAILS 09.17 CENTER CEILING GRID IN ROOM, AS INDICATED 11.26 MECHANICAL EQUIPMENT PLATFORM 23.07 CEILING FAN; SECURED TO STRUCTURE BELOW INSULATION. PROVIDE VIBRATION ISOLATION. REFERENCE MECHANICAL DRAWINGS NJ I ill JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V J 0 Z 0 0 N ci)Q00 0 w � rn W � J Q LL Q� 0 0 0� U) Q-0 z�0 L.L w Q O J�0 U co W V J 0 Z CD 0 z U) o N 0 J U) wQ05 >- w p�Q 0 J LL �ZU�0 M� �� Q </ _ w0Z O 0 Oa2 0 o 0— Q 0 w w U) z O a Z ~ w a I-Z z w w z O OZ QwOfW z � 2 > w 2 w W LL Do Z Of ZD - O 0 0 ILL 0 W m o o Q z O Y W z Ill Ill Z Ill IL U) U Y > w O u) O > w H OfW 0 LL 0— LL U O LL O LL U Z 0 0 ow 0 0 -wo±wwofWW2 OinU»of»W a o Q � a cn cn cn cn O z �t L0 N N N N N N N N M N N N w N LO(0 N N 04 N LO N L0 N It N CD NO Q p LO N CO N N O LO O L0 N- It o N N 0 M 0 C(O cl O- 0 O M O It O 10219 REGISTERED ARCHITECT 44 Qtf! WASHING PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP REFLECTED CEILING PLAN - LEVEL 01 A201 JACKSON I MAIN ARCHITECTURE P.S. © 2023 SHEET NOTES: N rn w J Itn 0 z Q U 7 n O M N O N N V 1 2 3 4 5 100' - 0" 21'-9" 21'-9" 16'-2" 40'-4" 63'-8" 4'-8" 31'-8" WOMEN'S RR'_ 218B w n 8'-0 zo zo 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 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. D 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. C' 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. C RCP LEGEND: L? ® 4" SQUARE LED WALL WASHER 4" SQUARE LED RECESSED DOWNLIGHT PENDANT; MIN. 5'-0" A.F.F. 0 HIGH BAY; IHEIGHT IN. 22' 0" A F.F AT DO BLE MHEIGHT MAINTENANCE SHOP R 10' AND 8' PENDANT LINEAR STRIP FIXTURE (IN SAME PLANE AS CEILING IN COMMISSION MEETING ROOM) RECESSED LINEAR SLOT LIGHT; SIZE PER R.C.P. 4'-0" PENDANT LINEAR LIGHT 4'-0" CEILING MOUNTED LINEAR LIGHT 4 WALL PACK WALL MOUNTED FIXTURE (ELEVATOR LOBBY, RESTROOMS) E : CONTINUOUS LINEAR DOWN LIGHT ALONG PERMIETER OF WOOD CEIING PANEL; IN SAME PLANE AS CEILING UNDERMOUNTED LED CABINET / SOFFIT TASK LIGHTING N INSULATION PER FLOOR ASSEMBLY DETAIL, STICK PIN ON UNDERSIDE OF FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE. WHERE POSSIBLE ENSURE INSULATION PLANE IS NOT BROKEN; ANCHOR EQUIPMENT TO BOTTOM OF JOISTS. 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 n „ DAYLI 2 ZONE - SECONDARY FOR SIDELIGHT; PER WSEC SECTION .4 ® EXIT SIGN ®► EXIT SIGN WITH DIRECTIONAL ARROWS CEILING FAN 10' - 3" A.F.F. - REFERENCE MECHANICAL DRAWINGS 2 2 1 A4.01 A3.02 A4.01 NOTE REMOVED PROJECT NORTH CEILING PLAN - LEVEL 02 1 % 3/16" = 1'-0" KEYNOTES: 09.17 09.43 23.07 26.08 CENTER CEILING GRID IN ROOM, AS INDICATED ALIGN GRID WITH FACE OF WALL CEILING FAN; SECURED TO STRUCTURE BELOW INSULATION. PROVIDE VIBRATION ISOLATION. REFERENCE MECHANICAL DRAWINGS CENTER LIGHTS IN CEILING GRID PER REFLECTED CEILING PLAN JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V J 0 Z 0 0 N UjQ00 0 w � rn W � J Q L OQ� 0 0 0� U) Q-0 z 0 L.L w Q 0 O JC.00 0 co W V J 0 Z CD 0 z U) o N 0 J U) wQ� >- w p�Q 0 J LL 0Z020 M� � � Q </ - W0z 00 Oa2 0 0 I..L Q 0- ct w z O w (1) z w U d z z L:z z Lu w Lu aa> ULuz> � w z = u) w � g U W m� Z Z Lu Z_ t- O wp Q 0 L U w 0 m55a �_ 0 Z Q 0w0 Z wzmmzmLu�av) > 0 0� w O 10� > w U) 0 0- O w H O w w' w LL LL U LL Do LL D' 0 =wLU�ww w o< Dc) cii<c a 0 Z N co �t Lo N N N N N N N N N N N N N N N w N O N O N O N O N O N O N O N O N O N Q O CO N N O LO O C) LO N— - q � 0 O 0 0 N M O (O O O r — 0 1:T O CO O op O M O It O 10219 REGISTERED ARCHITECT 44 Qtf!! .SKA TON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP REFLECTED CEILING PLAN - LEVEL 02 A2012 JACKSON I MAIN ARCHITECTURE P.S. © 2023 SHEET NOTES: 1 E ID A4.02 C B 1 A4.11 I RC RC I =1 = _ — — — _ ---L A - — - — - — - — - I_ I I I I I I I � 05.19 o COMMISSION OFFICE 2 CA C. MTG ROOM 202 0 18 218 18 I I U A8.09 A8.09 I 5 05.19 I I I I I COMMERCIAL ELEV. RETAIL FS FS MACHINE RM. 101 I 107 2 A A4.02 I I 2 MAX. BLDG. HT. 44'-0" A4.11 `V `n T.O.P. H N N CO 43'-91, I I T.O.P.(L) I1 41'-6" ROOF O 39' - 4" � B.O. STRUCT. ROOF o37' - 44 I I LEVEL 02 — — — — — 29' - 0,� 0 B.O. STRUCT. L 02" I I I I 23.07 o SINGLE HT. I I LO MAINTENANCE I SHOP 103 _ _ _ LEVEL 01_AIL 8 I A8.05 I — — — — — — — — — — — — — — — — — — — — — — — — PIT DEPTH 10, - 0" BUILDING SECTION 1 3116" = l'-0" 1 2 E D A4.02 B A4.02 A 2 A4.11 1 MAX. BLDG. HT. KEYNOTES: A4.11 RC RC 44' - 0" T.O.P. H 05.19 FRAMING PER STRUCTURAL, TYPICAL. REFERENCE STRUCTURAL DRAWINGS M 431- 9" FOR SIZE AND LOCATION. EXPOSED STEEL TO BE FINISHED PER — SPECIFICATIONS g,� 05.20 42" HIGH STEEL PLATFORM GUARDRAIL PER SECTIONS, FULLY WELD ALL I _ I N T.O.P. L CONNECTION AND GRIND SMOOTH, PAINT. REFERENCE A8 SERIES FOR — _ — — — — _ _ _ — — — _ _ — _ 41' - 6° DETAILS N 07.17 INSULATION PER FLOOR ASSEMBLY DETAIL; STICK PIN ON UNDERSIDE OF CAI ROOF F� FLOOR BETWEEN MAINTENANCE AND OFFICE ABOVE; WHERE POSSIBLE 39' - 4" ENSURE INSULATION PLANE IS NOT BROKEN; ANCHOR MEP AND FIRE 18 I I PROTECTION EQUIPMENT TO BOTTOM OF JOISTS - - - - - - - - - - - - - - - - - 23.05 DUCTWORK TO RUN UNDER INSULATION. REFERENCE MECHANICAL A8 09 05.19------------------------------t----- I B.O. STRUCT. DRAWINGS ROPE -,AL 23.07 CEILING FAN; SECURED TO STRUCTURE BELOW INSULATION. PROVIDE ARCHIVE 13 EQUIPMENTS 23.07 I I � 37' - 4" VIBRATION ISOLATION. REFERENCE MECHANICAL DRAWINGS OFFICE 6 ROOM o5. 00 A8.06 PLATFORM I I o 206 CA 209 221 I I I I I LEVEL 02 LI 29'-0" co B.O. STRUCT. L 02� ------------- I I 27' - 2 1/2" I 23.05 I 23.07 I I I I I Q I I I I ��� DOUBLE HT. 10 COMMERCIAL MAINTENANCE RETAIL MECH. BAY (2) LEVEL 01 14' - 0" �----Li 8 ---� A8.05 PIT DEPTH 10'-0" 2 BUILDING SECTION 3116" = l'-0" JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V ) 0 Z O c:) N � ci)Q � W 0 w rn � J Q LL 0Q� O o0�U) Q-0 ~ z00 WQ2 O J�0 U co W 0 Z C� O Z U) o N 0 0 J U) LIJQ� W p�Q OJT LL OZU Q < C/) 0 121� Lu O� O Oa �Q�ciW w U) z O a z�FZ w a zCE w w z O Oz Qw1�O Zn Z ��aa> wLLI c/) w DO Q z z o 0 0(j) m -Ell -Ell z O Y W z m 0=0 Z m R (n Y w U) w H of w 0 LL 0— LL U O LL O LL W v z 0o o w o o t -Lu)CO=ww0�wwg aoQcncn (n U) U) LOcna o z �tLO N N N N N N N N w -- o N O N O N 04LOLO O N o N 0 N ItCD_� 0 N 0 N Q LO CO NO N CD 04 N It — O � jN40CQ M 0 Cfl 0 O 0 14'CD O MIt O O 10219 REGISTERED ARCHITECT STATE OF WASHING PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP BUILDING SECTIONS A4001 JACKSON I MAIN ARCHITECTURE P.S. © 2023 MARK LEVEL 01 DOOR ROOM I WIDTH HEIGHT THICKNESS PANEL DOOR SCHEDULE FRAME ENERGY MATERIAL FINISH TYPE MATERIAL FINISH U-VALUE SHGC FIRE RATING HARDWARE COMMENTS 100 LOBBY 6'- 0" 7' - 8" 0'- 1 3/4" GF ALUMINUM PRE -FINISHED SF ALUMINUM PRE.FINISHED 0.38 0.4 - 13 101A COMMERCIAL RETAIL 6'- 0" 7' - 8" 0' - 1 3/4" GF ALUMINUM PRE -FINISHED SF ALUMINUM PRE.FINISHED 0.38 0.4 - - 13 101 B COMMERCIAL RETAIL 6'- 0" 7'- 8" 0'- 1 3/4" GF ALUMINUM PRE -FINISHED SF ALUMINUM PRE.FINISHED 0.38 0.4 13 103A MAINT. SHOP 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 11 103B MAINT. SHOP 12'- 0" 12'- 0" 0' - 1 3/4" OS STEEL PAINT PER MFR. STEEL PAINT 0.00 0 - 00 POWER ACTUATED, INSULATED, OH DOOR WITH CHAIN - HOIST BACK UP. PROVIDE OH DOOR WITH BOTTOM ASTRAGAL 103C MAINT. SHOP 12'- 0" 12'- 0" 0'- 1 3/4" OS STEEL PAINT PER MFR. STEEL PAINT 0.00 0 - 00 POWER ACTUATED, INSULATED, OH DOOR WITH CHAIN - HOIST BACK UP. PROVIDE OH DOOR WITH BOTTOM ASTRAGAL 103D MAINT. SHOP 16- 0" 22' - 0" 0'- 1 3/4" OS STEEL PAINT PER MFR. PER MFR. STEEL PAINT PAINT 0.00 0.00 0 0 - - 00 00 POWER ACTUATED, INSULATED, OH DOOR WITH CHAIN - HOIST BACK UP. PROVIDE OH DOOR WITH BOTTOM ASTRAGAL POWER ACTUATED, INSULATED, OH DOOR WITH CHAIN - HOIST BACK UP. PROVIDE OH DOOR WITH BOTTOM ASTRAGAL 103E MAINT. SHOP 12' - 0" 12'- 0" 0'- 1 3/4" OS STEEL PAINT STEEL 103F SOUTH STAIR 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 12 103G MAINT. SHOP 3'- 0" 6'- 8" 0' - 1 3/4" F HM PAINT S HM PAINT 0.00 - 14 HEAD CONDITION SIM. TO 1/A8.04 103H MAINT. SHOP 3'- 0" 7'- 0" 0' - 1 3/4" F HM PAINT S HM PAINT 0.00 - 03 104 UNISEX R.R. 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 01A PROVIDE SIGNAGE PER SPECIFICATIONS 105 URINAL R.R. 3' - 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 01 PROVIDE SIGNAGE PER SPECIFICATIONS 106 CUSTODIAL STORAGE 4' - 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 0 16 107 ELEV. MACH. 4'- 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 03W 108 PARTS CAGE 3'- 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 14A 109 SUPERVISOR OFFICE 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 02G 110 ELEC 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 03A 111 MECH 3'- 0" 6'- 8" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 10 112 FIRE RISER 3'- 0" 7'- 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 11 S2-1 SOUTH STAIR 3' - 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 11 LEVEL 02 200 LOBBY 3'- 0" 7'- 10" 0'- 1 3/4" GF SCWD STAIN SF ALUMINUM PRE.FINISHED 0.30 - 09T 202 OFFICE 2 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 02T 203 OFFICE 3 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 02T 204 OFFICE 4 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 02T 205 OFFICE 5 3' - 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 02T 206 OFFICE 6 3' - 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 02T 209 ARCHIVE 3'- 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 03T 211 AUDIT 5'- 0" 7'- 10" 0'- 1 3/8" GF SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 04 212 SERVER 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 03T 213 MEN'S R.R. 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 01AT PROVIDE SIGNAGE PER SPECIFICATIONS 214 WOMEN'S R.R. 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 01AT PROVIDE SIGNAGE PER SPECIFICATIONS 215 CUSTODIAL 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 14AT 216 BREAK R. 3'- 0" 7' - 10" 0'- 1 3/4" GF SCWD STAIN SF ALUMINUM PRE.FINISHED 0.30 - 07T 217 COMMISSION MTG R. 3' - 0" 7' - 10" 0'- 1 3/4" GF SCWD STAIN SF ALUMINUM PRE.FINISHED 0.30 - 08T 218 COMMISSION MTG R. 3'- 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 15T 218A MEN'S R.R. 3'- 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 17AT PROVIDE SIGNAGE PER SPECIFICATIONS - PROVIDE CLOSERS DUE TO PROXIMITY TO MEETING SPACE 218B WOMEN'S R.R. 3' - 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 5 - 17T PROVIDE SIGNAGE PER SPECIFICATIONS - PROVIDE CLOSERS DUE TO PROXIMITY TO MEETING SPACE 218C AV CLOSET 2'- 6" 7'- 10" 0'- 1 3/4" FG SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 06T 219A STORAGE 3'- 0" 7'- 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 3 219B STORAGE 3' - 0" 7' - 10" 0' - 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 0 T 221 EQUIPMENT PLATFORM 3' - 0" 7' - 0" 0'- 1 3/4" F HM PAINT S HM PAINT 0.00 - 03G S2-2 SOUTH STAIR 3'- 0" 7' - 10" 0'- 1 3/4" F SCWD STAIN SF ALUMINUM PRE.FINISHED 0.00 - 05T PROVIDE SIGNAGE PER SPECIFICATIONS NOTES: * DOOR CLOSERS TO MEET THE REQUIREMENTS OF ICC A117.1 - 2009. n M v M N O N N V W NOTES: W: WIDTH PER SCHEDULE H: HEIGHT PER SCHEDULE T.O. FINISH FLOOR n PANEL TYPES FG F GF OS FLUSH WITH GRILLE FLUSH FULL GLASS OVERHEAD SECTIONAL 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. REFERTO'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. ENERGY NOTES 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, FOAM INSULATED HOLLOW METAL 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. VISUAL TRANSMITTANCE = 0.6 T.O. FINISH FLOOR GLAZED ENTRANCE DOOR(S): (MAX.) U-0.60 S SF FRAME TYPES SHGC & PROJECTION FACTOR (PF) FOR ALL VERTICAL GLAZING: HOLLOW METAL STOREFRONT GLAZING ORIENTATION SOUTH/EAST/WEST NORTH PF < 0.2 SHGC MAX. 0.38 SHGC MAX. 0.51 FRAME FRAME 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 ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V ) 0 Z 0 0 N � ci)Q � W 0 w rn � J Q LL 0 < 0 0� U) Q C z0O L.L w Q O J�0 U co W V ) 0 Z C� O z c) o N 0 0 J w Q � w p�Q 0 J LL �ZU20 M� �� Q </ _ 0�2 w0Z a 00 O 2 0- ct w w U) z O a Z~I- w a Z zctcD w w z O w 2 2 0 O? Q Lu ZLu Y 2 a a > w C Q z z o O ooU)0_j w Wz� 0 0� Y Wco Z m m Z m IL m 2 U Y - w C9 0 0- O O w- m H Q-' w LL LL U LL LL U z o o w o o 0 LLJ(5=wwOfwwgz OinU»of»WQ U) coU)U)a p Q cn cn C cn D a of O z � Lo N N N N N N N N M N N N w < N N N N NNNN O Q p Cn N CO N N O LO O Cn N O 04 N N 0 M 0 C(O 0 O - 0 It O co O 't O 10219 REGISTERED ARCHITECT 44 nm'r-r%Inw rKUt;MAbKA STATE OF WASHING PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP DOOR SCHEDULE A7002 WALL TAG LEGEND: SCHEDULE OF MATERIALS 1. FINISH PER SCHEDULE 2. CONCRETE W/ REINFORCING PER STRUCTURAL 3. DECKING PER STRUCTURAL. FINISH PER SCHEDULE 4. MIN. 1 1/4" SPP° I_IED FIRE RESISTIVE' 5. 2" MINE' 6., R39 IUL DESIGN #: D743 NOTE: FIRE RATING TO BE MAINTAINED WHERE CEILING MOUNTED EQUIPMENT PENETRATES SURFACE. FC.3 -1 HR CONC. ON METAL DECK W/ INSULATIO 1 2------- 4 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 SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER WHERE EXPOSED (U.N.0) 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 INTERIOR EXTERIOR SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER WHERE EXPOSED (U.N.0) 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 UL DESIGN #: U419 STC RATING: 45-49 GA FILE #: WP 1072 SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. STEEL STUDS 3. 5/8" GYPSUM BOARD 6IP7'-- 'I P.V.A. PRIMER 4. BATT INSULAT" _YSIS SIM. IHOWN) lei.v SIM. Si3-1A, Si6-1A, Si8-1A: 50-54 NON -LOAD BEARING FC.2 -CONC. ON METAL DECK W/ INSULATION �Si#-1.1_INTERIOR 1 HR-RATED PARTITION 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 SCHEDULE OF MATERIALS 1. CONCRETE WALL CP8--.1 - CONCRETE WALL INTERIOR COLUMN SIDE SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER (U.N.0) 2. STEEL STUDS Si2-0.1 2-1/2" FURRING CHANNEL Si2-0.1_INTERIOR COLUMN FURRING 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 (U.N.0) 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 STC RATING: ALL LISTED 35-42 Si3-OA.1, Si4-OA.1 M, Si6-OA.1, Si8-OA.1 : 50-54 Si#--.1-INTERIOR NON -RATED PARTITION SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. 2 LAYERS OF 3 5/8" 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 (5/8" QUIETROCK ES TYPE X) INTERIOR INTERIOR STC RATING: 60-64 GA FILE NO. WP 0952 PABCO GYPSUM PROPRIETARY GYPSUM PANEL; 5/8" QUIETROCK ES TYPE X Si6-A.1 INT. ACOUSTIC RATED PARTITION WALL HEAD CONFIGURATION (BLANK WHEN NOT USED) MATERIAL AND CORE THICKNESS LOCATION \ CP = CAST IN PLACE CONCRETE 'i' = INTERIOR PARTITION CP8 = 8" e'= EXTERIOR WALL A Se4 S =STEEL STUD PARTITION S3 = 3-5/8" STEEL STUDS 2A .1 S6 = 6" STEEL STUDS S8 = 8" STEEL STUDS FIRE/ ACOUSTIC RATING FIRE RATING IN HOURS JMA WALL ASSEMBLY DASHED WHEN NOT USED IDENTIFICATION NUMBER SHEET NOTES: PARTITION TYPES 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 1A 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 BEAT 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 ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1385 V J 0 Z O o N ci)Q00 0 w rn � w � J Q LL QQ� O 0 �_ U) Q C o ~/ z0O L.L w Q O Jc0 U) 0 Z C� O Z c) o N 0 J U) w >- Q 00 o w p3:Q 0 J M� Q < �ZU2� z _ w O0 Oa� Q � I..L Q O w w U) z 0 a U w a U) w z zLL: zX Oz O QLu zo z �www - > >w UJ w Lu u? Q Z Z � O U O w 0wO U) 0 O Z z zmmZm0-in Y wC/) w H X w 0 IL 0- w U O IL O IL U LU Z (D o ww o w o ww o 0 FnU» U) Z) Z) x 0-oQ0-cnUcncna wcf) Ocf) cf) w O z It Lo N N N N N N N N M N N N w O N o N 0 N 0 N 0 N O N O N O N Q p Lo N O N N O Lo O Lo N �t -- O N N N O co o CO O O - o 't O M"t O O t0219 REGISTERED ARCHITECT 10 STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP WALL, FLOOR AND ROOF ASSEMBLIES A8001 JACKSON I MAIN ARCHITECTURE P.S. © 2023 WALL PERPENDICULAR TO da a/' b WALL PARALLEL TO DECK d , - FIRE RATED METAL WALL TOP DEFLECTION TRACK N.T.S. WALL ASSEMBLY PER PLAN L�A IW d-_ - WALK OFF MAT TO CONCRETE FLOOR 12" = 1'-0" FILL ALL VOIDS WITH METAL DECK FIRE RATED FOAM CLOSURES CONCRETE RE: STRUCTURAL METAL DECK RE: STRUCTURAL EXPANSIVE INTUMESCENT FIRE BARRIER PER MANUF FASTENER PER MANUF. RECOMMENDATIONS FASTENER PER MANUF. RECOMMENDATIONS METAL STUD SLOTTED DEFLECTION TRACK (UP TO 3" MOVEMENT) CLARK/DIETRICH BLAZEFRAME (DSL 2) OR EQUIVALENT METAL STUD GYPSUM BOARD (MULTIPLE LAYERS AS REQ'D FOR RATING) CONCRETE RE: STRUCTURAL METAL DECK R� E: STRUCTURAL EXPANSIVE INTUMESCENT FIRE BARRIER PER MANUF METAL DECK FLUTE COVER AS REQUIRED FOR PARALLEL APPLICATIONS FASTENER PER MANUF. RECOMMENDATIONS FASTENER PER MANUF. RECOMMENDATIONS METAL STUD SLOTTED DEFLECTION TRACK (UP TO 3" MOVEMENT) CLARK/DIETRICH BLAZEFRAME (DSL 2) OR EQUIVALENT METAL STUD GYPSUM BOARD (MULTIPLE LAYERS AS REQ'D FOR RATING) 2'-0" WOOD VENEER FINISH ON ALL EXPOSED SURFACES TO MATCH (WD-1) ON 3/4" PLYWOOD, 2" FRONT EASED EDGES. FINISH PER FINISH SCHEDULE STEEL TUBE, WELDED TO METAL PLATE. G.C. TO COORDINATE NECESSARY SUPPORT WOOD VENEER FINISH BOTH SIDES TO MATCH (WD-1). FINISH PER FINISH SCHEDULE RECEPTION AT ADA FINISH CEILIING 6" CROWN PER FIN'" E 1 /4"x 1 /4" PI M� N TO OF HANEL AND/OR WOOD PANEL 1 .oE PER FINISH SCHEDULE FINISH FLOOR BASE/CROWN AT COMMISSION ROOM 3" = 1' 0" DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS AT DOOR OPENING) SURFACE MOUNTED WALK -OFF MAT PER FINISH SCHEDULE ME TAL REDUCER (SIMILAR TO SCHLUTER RENO-TK), N SCREWED TO FLOOR GROMMET FOR POWER AND MICROPHONE Lo N 1-1/2" x 1-1/2" THICK r SOLID WOOD FRAME. r FINISH ALL EXPOSED SURFACES, PAINTED WOOD VENEER FINISH BLACK TO MATCH ON ALL EXPOSED (WD-2). FINISH PER SURFACES TO MAT 10 FINISH SCHEDULE co (WD-1) ON 3/4" PLYWOOD EASEf' " ifl WOOD VENEER FINISH ON ALL / \ M �;� EXPOSED SURFACES TO \ MATCH (WD-1) ON 3/4" \ PLYWOOD, 2" FRONT EASED10 v / \ EDGES. FINISH PER FINISH / ~� SCHEDULE " OPEN CAVITY \ / FOR POWER OPEN CAVITY FLOOR CORE \ / FOR POWER — — — — - ACCESS \ / 1 1/2"- 1' - 5" 1 1/2" 3" J, 1' - 9" T 5 3/4" COMMISSION ROOM LECTERN WOOD VENEER FINISH ALL EXPOSED SURFACES, PAINTED BLACK TO MATCH (WD-2). FINISH PER FINISH SCHEDULE )MMET FOR POWER AND ')PHONE 2'-0" 'R FINISH ON ALL -ACES TO N 3/4" NT EASED \ HER FINISH TUBE, WELDED TO METAL ATE. G.C. TO COORDINATE NECESSARY SUPPORT CONCEALED PANEL FOR POWER REMOVABLE PANEL W/ WOOD VENEER FINISH TO MATCH (WD-1). FINISH PER FINISH SCHEDULE FINISH FLOOR DESK AT COMMISSION ROOM 1"=1'0" GROMMET FOR POWER AND MICROPHONE 1-1/2" x 1-1/2" THICK SOLID WOOD FRAME FINISH ALL EXPOSED SURFACES, PAINTED BLACK TO MATCH . FINISH PER FINISH SCHEDULE _ cm DUPLEX M �;� REPECTACLE WOOD VENEER FINISH ON ALL EXPOSED SURFACES TO MATCH (WD-1) ON 3/4" PLYWOOD, 2" FRONT EASED EDGES. FINISH PER FINISH SCHEDULE TOUCH LATCH DOORS 1 1/2" 1 1/2" 2'-0" 1-1/2" x 1-1/2" THICK SOLID WOOD FRAME. FINISH ALL EXPOSED SURFACES, PAINTED BLACK TO MATCH . FINISH PER FINISH SCHEDULE WOOD VENEER FINISH ON ALL EXPOSED SURFACES TO MATCH (WD-1) ON 3/4" PLYWOOD, 2" FRONT EASED EDGES. FINISH PER FINISH SCHEDULE CONCEALED LEVELERS AII WALL ASSEMBLY PER PLAN BACKSPLASH; PER FINISH SCHEDULE AND INTERIOR ELEVATIONS BLACKEND STEEL PLATE CONTINUOUS BEAD OF SEALANT WITH COMPANY LOGO LASER 3CM SOLID SURFACE COUNTERTOP CUT INTO PLATE PER FINISH SCHEDULE iv WOOD VENEER FINISH ON ALL EXPOSED SURFACES TO 1/2" REVEAL, PAINTED BLACK io MATCH (WD-1) ON 3/4" 1"X1" STEEL TUBE, WELDED TO PLYWOOD, 2" FRONT EASED in METAL PLATE EDGES. FINISH PER FINISH o SCHEDULE N STEEL TUBE, WELDED TO 2' - 0" METAL PATE. G.C. TO 3/4" MARINE GRADE MDF W/PLAM COORDINATE NECESSARY o ON ALL EXPOSED SIDES SUPPORT METAL SUPPORT BOLTED TO C° N TUBE STEEL N TUBE STEEL WELDED TO PLATE, WOOD VENEER FINISH ANCHORED TO SLAB. G.C. TO BOTH SIDES TO MATCH COORDINATE NECESSARY SUPPORT (WD-1). FINISH PER FINISH FOR NO DEFLECTION @ 450 LBS. SCHEDULE FINISH FLOOR FINISH FLOOR AT DESK R.R. VANITY AT SINK DRECEPTION 1 WALL BEYOND WALL PAINT PER FINISH SCHEDULE BLACKEND STEEL WALL TILE EDGE -PROTECTION TRANSACTION TOP PROFILE PER FINISH SCHEDULE CONCEALED FASTENERS TILE ADHESIVE PER SCHEDULE 1' - 8" DRAWER ON HEAVY DUTY GLIDES WITH SOFT CLOSE 51 STAINLESS STEEL CABINET PULL WOOD VENEER FINISH ON ALL EXPOSED SURFACES TO MATCH (WD-1) ON 3/4" PLYWOOD, 2" FRONT EASED FINISH PER FINISH CDEDGES. SCHEDULE M STEEL TUBE, WELDED TO METAL PLATE. G.C. TO COORDINATE NECESSARY SUPPORT EPDXY GROUT WOOD VENEER FINISH BOTH SIDES TO MATCH (WD-1). TILE PER FINISH SCHEDULE FINISH PER FINISH SCHEDULE IvAl FINISH FLOOR RECEPTION AT TRANSACTIOND R.R. WALL TILE AT END CAP 1.1=11-01, z O_ H > ol J W a Z O Q W J W Of w a FINISH FLOOR V 12 3/4" CASEWORK AT MAIL - 201 PLAM. ON 3/4" PLYWOOD; FINISH PER FINISH SCHEDULE ADJUSTABLE SHELVES, TYP. - WHITE MELAMINE FINISH ON 3/4" M.D.F. ON 1/4" HEAVY DUTY STAINLESS STEEL PINS 1/2" RECESSED STAINLESS STEEL SHELF STANDARD, TYP 1/4" MELAMINE PANEL ON 1x NAILERS WEST MARINE STAINLESS STEEL 4" YACHT CLEAT PULL MODEL #10829562, TYP. 2" MAIL SLOTS, TYP. PLAM. FINISH ON ALL EXPOSED SURFACES, ON 3/8" PLYWOOD; FINISH PER FINISH SCHEDULE PLAM. FINSH ALL EXPOSED SIDES ON 1" PLYWOOD COUNTERTOP, CONCEAL CRAFTPAPER ; FINISH PER FINISH SCHEDULE ADJUSTABLE SHELVES,TYP.- WHITE MELAMINE FINISH ON 3/4" M.D.F.; ON 1/4" HEAVY DUTY STAINLESS STEEL PINS 1/2" RECESSED SHELF STANDARDS, TYP. PLAM. ON 3/4" PLYWOOD; FINISH PER FINISH SCHEDULE 4" HIGH TOE KICK TILE ADHESIVE PER SCHEDULE EPDXY GROUT TILE PER FINISH SCHEDULE CONTINUOUS BEAD OF SEALANT FINISH FLOOR R.R. WALL TILE CONTINUOUS BEAD OF SEALANT SOLID SURFACE COUNTERTOP PER FINISH SCHEDULE DRAWER ON HEAVY DUTY GLIDES WITH SOFT CLOSE, TYP. CJ w ® WEST MARINE STAINLESS C'1 STEEL 4" YACHT CLEAT PULL w MODEL #10829562, TYP. ® PLAM. FINISH ON ALL EXPOSED d SURFACES ON 3/4" PLYWOOD, w CONCEAL CRAFTPAPER; 2" ® FRONT EASED EDGES. FINISH PER FINISH SCHEDULE d w 4" HIGH TOE KICK I n K FINISH FLOOR CASEWORK AT DRAWER - 201 JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �^ BLD2021-1385 V ) 0 Z O o N uj Q oo p w � rn W � J Q LL o < 0 �_ U) Q C z0O L.L w Q O J�0 U) 0 Z CD O Z c) o N 0 J �� w Q � w D p�Q 0 J LL 0U M << Z _ 2� Z w )< 0 O0 Q � 0 w z O w z w U d Z~I— a aw—,zW w w z Z g°z w QwI�° ;_LU a a> U > U 2cloow C/) ? Q Z Z� — Z I— D W �Q O m Q W w O Y W z m mZ m 0—Q, IL (n U Y > w O U) 0� 0� O lo� w 10� > W H of W 0 LL 0— LL U O U- H Z O ll D' w w O w- w 0c50DDof0oD� co dLuQcncnOU�Q �d O z co 1�t Lo N N N N N N N N N N M N N N LU — O N O N Q O N 04 O N LO O N LO O N O N CD O N O N Q p 04 N 04 CO N — N O — O C:) 04 It .4 0 co 0 N N 0 Cy) 0 (0 0 O � 0 '4 O1 O O M 1 O B O 10219 REGISTERED ARCHITECT 10 STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: SR CHECKED BY: KP INTERIOR DETAILS A8007 JACKSON I MAIN ARCHITECTURE P.S. © 2023 4 CORNER GUARD PER A8 SHEET SERIES. TYP. ALL OUTSIDE CORNERS \I E Si2 0 1 BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS E Si2 6 INTERIOR WALL ASSEMBLY PER FLOOR PLAN COLUMN FURR AT INTERIOR WALL 3 1' - 6 1/2" 1 CORNER GUARD PER A8 E SHEET SERIES, TYPICAL S12 ALL OUTSIDE CORNERS 0 1 N E CD Si2 0 1 —= — — A EXTERIOR WALL ASSEMBLY PER FLOOR PLAN BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS COLUMN FURR AT EXTERIOR WALL Q EXTERIOR WALL ASSEMBLY PER FLOOR PLAN ^UILDING STRUCTURE, :EF. STRUCTURAL )RAWINGS ;ORNER GUARD PER A8 ;HEET SERIES, TYPICAL ALL OUTSIDE CORNERS COLUMN FURR AT EXTERIOR WALL 5 1' - 6 3/8" CORNER GUARD PER A8 E SHEET SERIES, TYPICAL S12 ALL OUTSIDE CORNERS \ 0 1 E Si2 BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS EXTERIOR WALL ASSEMBLY PER FLOOR PLAN COLUMN FURR AT EXTERIOR WALL 1/2" = 1'-01, 1/2" = 1'-0" �"� 1 /2" = 1'-0" �"� 1 /2" = 1'-0" Q CORNER GUARD PER A8 E SHEET SERIES, TYPICAL Sit ALL OUTSIDE CORNERS 0 1 E Si2 00 0 1 ..—JL E BUILDING STRUCTURE, Si2 REF. STRUCTURAL 0 1 DRAWINGS 1' - 6 1/2" COLUMN FURR AT INTERIOR WALL CORNER GUARD PER A8 SHEET SERIES, TYPICAL ALL OUTSIDE CORNERS BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS COLUMN FURR AT INTERIOR WALL EXTERIOR WALL ASSEMBLY PER FLOOR P' ^ "' BUILDING STRUCTI REF.STRUCTL D RAW I C CORNER GUARD PE SHEET SERIES, TYP ALL OUTSIDE CORN Q COLUMN FURR AT EXTERIOR WALL 5 A Si6 E Si2 BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS B Se6 2 EXTERIOR WALL ASSEMBLY PER FLOOR PLAN BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS Se6 -- 1F Se6 -- .2 COLUMN FURR AT EXTERIOR WALL EXTERIOR WALL ASSEMBLY PER FLOOR PLAN -ING STRUCTURE, TRUCTURAL NGS D N =R GUARD PER A8 Si2 SHEET SERIES, TYPICAL ALL OUTSIDE CORNERS 0 1 3' - 11 3/4" COLUMN FURR AT EXTERIOR WALL Q — BUILDING STRUCTURE, EXTERIOR WALL % REF. STRUCTURAL ASSEMBLY PER DRAWINGS FLOOR PLAN '51 1 1 111 1 Till==771 D E E Si2 sit N 0 1 0 1 CORNER GUARD PER A8 SHEET SERIES, TYPICAL ALL OUTSIDE CORNERS 10 1 /4" 10 1 /4" COLUMN FURR AT EXTERIOR WALL 1/2" = l'-0" 1/2" = l'-0" 1/2" = l'-0" 1/2" = l'-0" 1/2" = l'-0" O g E co Si2 ' 0 1 CORNER GUARD PER A8 SHEET SERIES, TYPICAL E ALL OUTSIDE CORNERS Si2 BUILDING STRUCTURE, 0 1 REF. STRUCTURAL DRAWINGS 1' - 6 1/2" COLUMN FURR AT INTERIOR WALL 1/2" = l'-0" BUILDING STRUCTURE, 1' - 6 1/2" REF. STRUCTURAL DRAWINGS E Si2 0 1 CORNER GUARD PER A8 E SHEET SERIES, TYPICAL Si 101 1 ALL OUTSIDE CORNERS COLUMN FURR AT INTERIOR WALL EXTERIOR WALL ASSEMBLY PER FLOOR PLAN BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS Sit 101 1 CORNER GUARD PER A8 SHEET SERIES, TYPICAL ALL OUTSIDE CORNERS T - 4 3/8" COLUMN FURR AT EXTERIOR WALL BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS 1' - 6" EXTERIOR WALL E ASSEMBLY PER Sit FLOOR PLAN 0 1 BUILDING STRUCTURE,I I -y I I 1 1114111 v E REF. STRUCTURAL DRAWINGS N E E - E N Si2 Sit Si2 EXTERIOR WALL 0 1 Si2 0 1 0 1 ASSEMBLY PER 0 1 FLOOR PLAN D A D E CORNER GUARD PER Si2 — CORNER GUARD A8 SHEET SERIES, PER A8 SHEET TYPICAL ALL SERIES, TYPICAL ALL OUTSIDE CORNERS 4'- 0 3/4" OUTSIDE CORNERS COLUMN FURR AT EXTERIOR WALL COLUMN FURR AT EXTERIOR WALL 1/2" = l'-0" 1/2" = l'-0" 1/2" = l'-0" 1/2" = l'-0" O BUILDING STRUCTURE, REF. STRUCTURAL DRAWINGS Ar C E C°F Si2 0 1 CORNER GUARD PER A8 SHEET E SERIES, TYPICAL Si2 ALL OUTSIDE 0 1 CORNERS 4'- 2 1/2" COLUMN FURR AT INTERIOR WALL 6 1/2" = 1' 0" 1 1'-6" BUILDING STRUCTURE, REF. E STRUCTURAL DRAWINGS Si2 CORNER GUARD PER A8 SHEET 0 1 SERIES, TYPICAL ALL OUTSIDE EXTERIOR WALL CORNERS ASSEMBLY PER FLOOR PLAN E Si2 �I 0 1 N C COLUMN FURR AT EXTERIOR WALL 1/2" = 1' 0" EXTERIOR WALL ASSEMBLY PER FLOOR PLAN Q E D E Si2 0 1 1' - 6 3/8" Al" COLUMN FURR AT EXTERIOR WALL 1/2" = 1'-01, c M E Si2 r 0 1 JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM REVISION Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Apr 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �^ BLD2021-1385 V ) 0 Z O N � Q� 0 w � rn w J Q u- �Q� O 0 0� U) Q C z0O L.L w Q 2 O J�0 U c� w V ) 0 Z C� o O Z N 0 2 wQ� OJo�Q w DC) MJ �..� W Q < 0ZU�0 F-- _ w z oa� O 0 �Qw w co z O a w a w z zFF- Z zX Oz O QwO Zo z �ww wa> III D jw w2 U O CD X Lu Z Xw ZD � o W w U) Q 0 o z U 0wzmmZm0-in 0 2 z O Y W W of 0 LL 0- LL U O LL O LL U Z (D D 0 w 0 W w w -LU = W Of 0c5U»OfZ)Dof IYwwwwowww d 0 Q U T a Alt Lo 04 N 04 N N N N N N N M N NN w -- O N O N O N O N O N O N O N O N Q Lo Co N Lo � O p N N O CD -- N N M CO CD� It co It 0 CD 0— O 0 0 0 140219 REGISTERED ARCHITECT 10 STATE OF WASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MC CHECKED BY: KP COLUMN FURR DETAILS A801 JACKSON I MAIN ARCHITECTURE P.S. © 2023