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APPROVED ENG BLD PLN RESUB3 BLD2024-0078+Architectural_AND_Site Plan+6.27.2024_12.32.01_PM+4347342--A-- GIRD grade, grading AB anchor bolt GSS galvanized steel ABV above GV galvanized AC asphaltic concrete A/C air conditioning --H-- ADD addendum HB hose bibb AGG aggregate HC hollow core ALT alternate HD heavy duty ALUM aluminum HDR header APROX approximate HDW hardware ARCHarchitect(ural) HGT height AUTO automatic HM hollow metal HOR horizontal --B-- HTG heating BD board HVAC heating / BEL below ventilating air BET between conditioning BIT bituminous HWD hardwood BLDG building BLK block --I-- BLKG blocking ID inside diameter BM bench mark INCL include(ing) BOT bottom INSUL insulate(ion) BRG bearing INT interior BRZ bronze INV invert BUR built up roofing JST joist BW both ways JT joint KIT kitchen --C-- KO knockout CAB cabinet CAD cadmium --L-- CB catch basin LAB laboratory CEM cement LAM laminate(d) CER ceramic LAV lavatory CFT cubic foot LBL label Cl cast iron LH left hand CIR circle LL live load CIRC circumference LT light CLG ceiling LTL lintel CLL contract limit line LW lightweight CLR clear(ance) CLS closure --M-- CM centimeter MAS masonry CMU concrete MAX maximum masonry unit MB machine bolt COL column MBR member COMB combination MC medicine cabinet COMP composition MECH mechanic CONC concrete MED medium CONT continuous/ MET metal continue MFR manufacture(er) CONTR contract(or) MH manhole CONST construction MIN minimum CORR corrugated MIR mirror CPR copper MISC miscellaneous CPT carpet(ed) MLD molding, moulding CYD cubic yard MM millimeter MT mount(ed, ing) --D-- MTL material(s) DEMO demolish, demolition --N-- DH double hung N north DIAG diagonal NAT natural DIAM diameter NIC not in contract DIM dimension NOM nominal DIV division NTS not to scale DR door IDS downspout --0-- DTL detail OA overall DWG drawing OBSC obscure DWR drawer OC on center OD outside diameter --E-- OH overhead E east OPG opening EF each face OPP opposite ELEV elevation ELEC electric(al) --P-- EMER emergency PAR parallel ENC enclosure PB panic bar EP electrical PCC precast concrete panelboard PCF pounds per cubic EQ equal foot EQUIP equipment PED pedestal EST estimate PERF perforate(d) EWC electric water PRE.FAB. prefabricate(d) cooler PFL pounds per linear EXIST existing foot EXHST exhaust PIP poured in place EXP exposed PL property line EXT exterior PLT plate PLAS plaster --F-- PLYWD plywood FA fire alarm PNL panel FD floor drain PNT paint(ed) FE fire extinguisher PSF pounds per square FFE finished floor foot elevation PSI pounds per square FFL finished floor line inch FIN finish(ed) PT point FLR floor(ing) PVC polyvinyl chloride FLUOR fluorescent FIND foundation --R-- FTG footing RA return air RAID radius --G-- RCP reinforced concrete GA gage, gauge pipe GI galvanized iron RD roof drain GL glass, glazing REFR refrigerator GP galvanized pipe REG register GYP.BD. gypsum board REM remove RET return RFG roofing RH right hand RM room RO rough opening ROW right of way --S-- S south SC solid core SCH schedule SD storm drain SEC section SH shelf, shelving SHT sheet SIM similar SPEC specification(s) SPK speaker SQ square SS stainless steel ST steel STA station STD standard STO storage STIR structural SUS suspended SYM symmetry(ical) SYS system --T-- TEL telephone T&G tongue & groove THK thickness) TV television TYP typical --U-- UNO unless noted otherwise UR urinal --V-- VERT vertical VIN vinyl --W-- W west W/ with W/O without WC water closet WD wood WH water heater WI wrought iron WIN window WPT working point WR water repellant WWF welded wire fabric --SYMBOLS-- Z ANGLE rL CETER LINE d PENNY T PERPENDICULAR R PROPERTY LINE 0 DIAMETER ° DEGREES (ANGLE) ± PLUS OR MINUS @ AT ABBREVIATIONS X SECTION HEIGHT ABOVE FINISH FLOOR (U.N.0) A XXX SHEET NUMBER ROOMNAM6M NAME DETAIL ROOM NUMBER SHEET NUMBER EXTERIOR ELEVATION SHEET NUMBER WALL LETTER INTERIOR ELEVATION SHEET NUMBER KEYNOTE NUMBER DOOR NUMBER � a — WINDOW TYPE # DRAWING REVISION ASGARIAN REICH o ADDITION AND RENOVATION REVISIONS REV1 REV2 REV3 REV4 REV5 TITLE /OWNER 8928 179th PLACE SW EDMONDS, WA 98026 APN: 00459000001200 1 '. OBTAIN ELECTRICAL 11 •. ■ OBTAIN A SEPARATE •. PERMIT FROM �; PLUMBING PERMIT STATE LABOR & FROM THE CITY OF •. INDUSTRIES IN •. EDMONDS. 1 • 1 ■ 1■ 1 BUILDING DATA: ARCHITECT BUILDING AREA: GENERAL NOTES: aRK STUDIO NEW SPACE ADDED- CONDITIONED 368 SF 1. QUANTITIES LISTED IN THESE DOCUMENTS ARE FOR AGENCY APPROVAL ONLY. THE 1771 E FLAMINGO RD, STE 218B GARAGE CONVERSION TO CONDITIONED 704 SF CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES FOR BIDDING LAS VEGAS, NV 89119 RECONFIGURATION OF EXISTING CONDITIONED AREA 793 SF PURPOSES. CONTACT: KEVIN REISCH TOTAL FLOOR AREA RENOVATION 1865 SF PHONE: 702-478-8802 x 1 1 1 AUTOMATIC FIRE SPRINKLERS: NONE SITE DATA: CODE DATA: ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE: 2018 UNIFORM PLUMBING CODE 2018 UNIFORM MECHANICAL CODE 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE PROPERTY AREA: 31 ACRES LEGAL: TOWNSHIP 27, RANGE 04, SECTION 07, QUARTER SW SCOPE OF WORK: 2018 INTERNATIONAL BUILDING CODE RENOVATION AND BUILDING ADDITION TO INCLUDE: 2018 NATIONAL ELECTRICAL CODE 1 SITE WORK AND GRADING FOR THE PROPOSED WORK 2018 INTERNATIONAL FIRE CODE CONCRETE FOOTING AND FOUNDATION AT ADDITION NEW FRAMING, INSULATION, COMPOSITION ROOF AT ADDITION AND RENOVATED SITE DATA: SPACES. PROVIDE ALL BUILDING SYSTEMS AND FINISHES AS DESCRIBED IN THE CONTRACT ZONING RS-20 DOCUMENTS GC PROVIDED DESIGN BUILD, MECHANICAL, ELECTRICAL AND PLUMBING. MECHANICAL- PROVIDE SPLIT SYSTEM WITH AIR HANDLER IN LOWER LEVEL GARAGE/CRAWL SPACE. .. ..No..ON..No..No..ON..No..No..ON..No..No..ON..No..No..ON-No-No..ON..ON.. M. BUILDING DATA: 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: 1 NEW SPACED ADDED 460 SF I Reinforced Concrete Structural Observation by 1 GARAGE CONVERSION 712 SF 1 Spray applied Fireproofing design professional RE -CONFIGURATION OF EXISTING 1 Bolting in Concrete Structural Masonry 1 CONDITIONED AREA 828 SF Smoke Control Systems Grading/soils j Prestressed Concrete Structural Steel/Welding EXISTING CONDITIONED MAIN LEVEL ( NOT IN SCOPE) 1044 SF Lateral Wood Retaining Wall Block Installation DAYLIGHT BASEMENT (NOT IN SCOPE 1774 SF 1 Shotcrete High Strength Bolting TOTAL FLOOR AREA RENOVATION- 2000 SF j Retaining Wall Footings 1 TOTAL CONDITIONED AFTER RENOVATION 3990 SF — — — — — — — — — — — — — — — — — — AUTOMATIC SPRINKLER SYSTEM NONE 1 1 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 THE CONSTRUCTION PROJECT INVOLVES DEMOLITION OF A SIGNIFICANT 1 PORTION OF THE EXISTNIG STRUCTURE. STRUCTURES THAT ARE 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO 1 TO THE LEVEL THAT MEETS OR EXCEEDSOF THE REPLACEMENTDEMOLISHED DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. OF THE STRUCTURE BE ALLOWED CITY 1 ; CODE TO BE REBUILT EXCEPT TO FULL -ON STANDARDS FOR NEW 1 COMSTRUCTION. REFERENCE EDMONDS COMMUNITY DEVELOPMENT CODE REFER TO 2018 IRC R314 AND 315 FOR MORE 1 SECTION 19.00.045. DEMOLITION OF PORTIONS OF THE STRUCTURE IS INFORMATION. LIMITED To THAT CLEARLY SHOWN ON THE APPROVED PERMIT PLANS, AND 1 1 WILL BE VERIFIED BY THE BUILDING INSPECTOR. STRUCTURAL ENGINEER CRAIG R. BOONE DIRECTORY REQUIRED TESTING: AIR LEAKAGE TESTING PER WSEC R402.4 DUCT TESTING PER WSEC R403.3 REQUIRED PRESCRIPTIVE SUMMARY: AIR LEAKAGE TESTING PER WSEC R402.4 DUCT TESTING PER WSEC R403.3 SUMMARY OF TABLE r406.2 AND 406.3 POINTS HEATING OPTIONS 1 HEAT PUMP EFFICIENT BUILDING ENVELOPE (1.5) 2 VERTICAL FENESTRATION U=0.22 CEILING R-49 ADVANCED WOOD FRAMED WALL R-21 int plus R-12ci FLOOR R-38 HIGH EFFICIENCY HVAC (3.2) 1 AIR -SOURCE CENTRALLY DUCTED WIT MIN HSPF OF 9.5 EFFICIENT WATER HEATING (5.5) 2 ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION 6 POINTS -COMPLIES SHEET NUMBER SHEET NAME ARCHITECTURAL G001 SHEET INDEX -COVER AS101 SITE PLAN AS102 TESC DETAILS AD101 DEMOLITION FLOOR PLAN AD102 DEMOLITION ROOF PLAN A001 DAYLIGHT BASEMENT PLAN A101 FLOOR PLAN A102 REFLECTED CEILING PLAN A105 ROOF PLAN A201 ELEVATIONS A301 ELEVATION AND BUILDING SECTIONS A401 INTERIOR ELEVATIONS A501 DETAILS A502 DETAILS A601 FINISH SCHEDULE A602 DOOR AND WINDOW SCHEDULE STRUCTURAL S1 FOUNDATION PLAN S2 FLOOR FRAMING PLAN S3 ROOF FRAMING PLAN' S4 SECTIONS S5 DETAILS 1 OF 2 S6 DETAILS 2 OF 2 PROJECT INFORMATION I ENERGY CODE COMPLIANCE I SHEET INDEX Meadowdale Playfields Emm D CD 168th St SW 176th St SW rn Stamm Southwest D Overlook Park County Park rD 19 �O PERRINVILLE 61 v Costco Business Center U co CO Q E ZT D O\� (D :�E .—A, Safeway Puget Dr sea Edmonds Lynnwood College J > D 0 Cis pers St o THE Rr1Wl �. QUANTITIES LISTED IN THESE DOCUMENTS ARE FOR AGENCY APPROVAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES FOR BIDDING PURPOSES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. PRIOR TO SUBMITTING A BID HE SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. THE CONTRACTOR ALONE IS RESPONSIBLE FOR THE SAFETY AND ADEQUACY OF HIS PLANT, APPLIANCES, METHODS AND FOR DAMAGE WHICH MAY RESULT FROM THEIR IMPROPER REMOVAL, CONSTRUCTION, MAINTENANCE OR OPERATION. HE SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, PROPER SAFEGUARDS FOR THE PROTECTION OF WORKMEN, OWNER AND OWNERS PROPERTY AND SHALL POST DANGER WARNINGS AGAINST HAZARDS CREATED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL SUPPLY ALL LABOR, TRANSPORTATION, APPARATUS, SCAFFOLDING, ANY TOOLS FOR THE COMPLETION OF THE WORK, MAINTAIN AND REMOVE ANY TEMPORARY EQUIPMENT, AND CONSTRUCT THE COMPLETE WORK AND EVERYTHING PROPERLY INCIDENTAL THERETO AS STATED IN THE CONTRACT DOCUMENTS OR REASONABLY IMPLIED THEREFROM. IT IS NOT THE INTENT OF THE CONTRACT DOCUMENTS TO SET FORTH IN DETAIL EVERY ITEM NECESSARY TO PROVIDE FOR THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR MUST BE QUALIFIED FOR THIS WORK AND MUST, WITHOUT DIRECTION, FURNISH AND INSTALL EVERYTHING NECESSARY TO PROVIDE CONSTRUCTION COMPLETE AND ACCEPTABLE ORDER READY FOR USE WITHOUT ADDITIONAL WORK. ALL PARTS MUST BE COORDINATED, COMPLETE, READY TO OPERATE AND DELIVERED TO THE OWNER IN NEW CONDITION CONTRACTOR'S WARRANTY: THE CONTRACTOR WARRANTS THAT HE IS FAMILIAR WITH THE CODES AND REGULATIONS APPLICABLE TO THE WORK AND THAT HE HAS THE SKILL, KNOWLEDGE, COMPETENCE, ORGANIZATION AND PLANT TO EXECUTE THE WORK PROMPTLY AND EFFICIENTLY IN COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING THE TIME SCHEDULE. THE CONTRACTOR HAVING THE OBLIGATION TO KEEP A COMPETENT SUPERINTENDENT ON THE WORK DURING ITS PROGRESS, TO EMPLOY ONLY SKILLED PERSONNEL AND TO ENFORCE STRICT DISCIPLINE AND ORDER AMONG ITS EMPLOYEES. THE CONTRACTOR HIMSELF IS RESPONSIBLE FOR SEEING THE WORK IS INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FAILURE OR OMISSION ON THE PART OF THE OWNER OR THE ARCHITECT, EITHER TO DISCOVER OR BRING TO THE ATTENTION OF THE CONTRACTOR ANY DEVIATION FROM, OMISSION FROM, NONCOMPLIANCE SHALL NOT BE SET UP BY THE CONTRACTOR AS DEFENSE FOR FAILURE ON HIS PART TO INSTALL THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE PRESENCE OF ANYONE, OR ALL, OR ANY OF THE FOREGOING, AT THE SITE OR THE FACT THAT ANYONE OR ALL, OR ANY OF THE FOREGOING MAY HAVE EXAMINED THE WORK OR ANY PART OF IT BE SET UP AS DEFENSE BY THE CONTRACTOR AGAINST A CLAIM FOR FAILURE ON HIS PART TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR FOR ANY NEGLECT TO FULFILL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED ON RELATED DRAWINGS AND DETAILS. THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION. IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. NOTES ON DRAWINGS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER REPEATED OR NOT. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. City Of Edmonds Building Department ---------------- Work ADDITION/REMODEL Address 8928 179TH PL SW Owner REICH Approved Date' 07/08/2024 Building Official Permit Number BLD2024-0078 aR� studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW Z 5/15/24 PLAN REVIEW A 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 2 C) U 0 w Q � p Z Z Q Q - Z (D Q � Q > 0 Z w 1-0 CN CD 00 CT Z O LU 0 N Q\.JO J Z C) =C] 0, 0 CO Q N Z 0-1 Z Q 00 CO In LU owner approval initials date phase project information project no: 22040.AK dwg file: G001-22040.DWG drawn by: KBR checked by: drawing scale: date: 1 /4'' = 1 '-0" J U N E 12, 2023 sheet name COVER SHEET INDEX sheet number RESUB GOO] Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SYMBOLS VICINITY MAP GENERAL NOTES / / / / / 1 I / / i SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 29'-0 31 /32" 10 91'-0 5/64" e 8'-0" 25-0" 20'-0" 67-0" existing 01 SETBACK addition ol garage conversion TEMPORARY CONSTRUCTION FILTER FENCE PER ER-900 / PROPOSED w SEE DETAIL AS102 i HEAT PUMP LOCATION ' I 1 WITH DISCONNECT AREA DRAIN I / UNDERGROUND WATER METER _ _ _ _ S00°20'18" L53.2T -- - �' WATER LINE 25'-0" ; EXISTING DO EXISTING DOWNSPOUT 2 SETBACK UNDERGROUND TO EXISTING SITE 2 TO EXISTING SITE o O 01 — , — p GAS LINE DRAINAGE SYSTEM DRAINAGE SYSTEM LOCATION FOR FUTURE o m ELECTRICAL EXISTING \� GAS METER EV CHARGING N x — - — — - — — . �- METER - - - - -c`V EQ� ENT PER ECG - - - - - - / I I GUTTER ❑ - _ - -------- ---- ---- - _- -- — \ T' — — — — — 17.1 15.040 ---- ------ -- _ I PROPOSED_ _ �I I DOWNSPOUT - SHOWER -_- - EXISTING 2 2 TIED TO EXISTING —� 40 °' CLOSET 1 DOWNSPOUT SITE DRAINAGE SYSTEM sAH TO EXISTING PROPOSED B B \\ I SITE DRAINAGE SYSTEM GUTTER TIED o PRIMARY — — — TO EXISTING SITE DRAINAGE SYSTEM PRIMARY — I ED Iz3 G BEDROOM 1 BATH �_ �I EXISTING GUTTERWASTE CLOSET Q CLOSET POWDER — II I LINE Izz In �� C-QSH I I n I II GALLERY ❑ — — 48 4' — — TERRACE oL ------- I \ W ° I10 I II J KITCHEN PANTRY 41 Iro loa ENTRY ,— ro 01 I \ EXISTING V 2 DOWNSPOUT TO SITE DRAINAGE EXISTING i I SYSTEM GUTTER — — 2 DINING — LIVING — — \ EXISTING Roots,al""+ DOWNSPOUT TO SITE DRAINAGE — — - - SYSTEM _ J 3---- - o / --------- --- o U % OVERHEAD 1 \ N Jc-* TEMPORARY CONSTRUCTION POWER LINE 1 \ FILTER FENCE PER ER-900 I oo e / KS ; SEE DETAIL AS102 1 �ryo�5 w oHP 1Q\ l OHP I OVERHEAD PO�LINE — BHP ---- ---- — — — OHP _ — W + 3290 V OHP i ' �— --- R= 242.46' Ow D L = 13 7 .5 5 ' ---- J w � I � / > y l ' 25.00' -- -Z ELECTRICAL w VAULT/PULL BOX A I� W 10 W b UNDERGROUND w ELECTRICAL I V APPROVED BY PLANNING I\ Jun 27 2024 I I OW I i W I 0 I I TALBOT ROAD — - 132V - O ti THE NEW GUTTER DOWNSPOUTS ARE ALLOWED TO DISCHARGE TO THE EXISTING TIGHTLINES SINCE THAT IS WHERE THE SAME AREA OF IMPERVIOUS DRIVEWAY DISCHARGED TO THROUGH THE TRENCH DRAIN. LEGEND: PROJECT INFORMATION: NEW SPACED ADDED 460 SF PROPERTY LINE GARAGE CONVERSION 712 SF RE -CONFIGURATION OF EXISTING CONDITIONED AREA 828 SF SETBACK/EASEMENT LINE EXISTING CONDITIONED MAIN LEVEL ( NOT IN SCOPE) 1044 SF (E) VINYL FENCING DAYLIGHT BASEMENT (NOT IN SCOPE 1774 SF TOTAL FLOOR AREA RENOVATION- 2000 SF GARAGE CONVERSION TOTAL CONDITIONED AFTER RENOVATION 3990 SF TO CONDITIONED SPACE PROPOSED ADDITION A PROPOSED RAIN GUTTER 1 EXISTING RAIN GUTTER 3 BUILDING HEIGHT CALCULATION AREA TESC INFORMATION: �= 40018'29" R= 272.46' L= 191.68' OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. • FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE- SEE SHEET AS102 CITY STANDARD DETAIL ER-902 • ALL DISTURBED REAS TO BE COMPOST AMENDED PER 2019 WWMMWW BMP T.5.13 • INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. SITE GENERAL NOTES: PARCEL NO: 00459000001200 CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND SITE ZONING: RS-20 CORNER LOT CONDITIONS, VERIFY UTILITY LOCATIONS PRIOR TO START OF SETBACKS: REQUIRED: ACTUAL CONSTRUCTION. FRONT ( NORTH) 25-0" 29'-0" SIDE (WEST) 35710' MIN 1 1'-0" CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN SUITABLE SIDE (EAST) 35710' MIN 27'-0" BARRIERS AS REQUIRED TO PREVENT PUBLIC ENTRY AND TO REAR (SOUTH) 25' 50'-0" PROTECT THE WORK. CONTRACTOR TO PLACE PROTECT DEVICES SUCH AS FENCES, BARRIERS AND DRAINAGE STRUCTURES IN PLACE AT ALL WALLS, CONCRETE, DRAINAGE STRUCTURES, TREES AND PLANTS NOT IN THE PROJECT SCOPE OF WORK FROM CONSTRUCTION OPERATIONS - REMOVE WHEN NO LONGER NECESSARY OR AT COMPLETION OF WORK. SITE PLAN SCALE: 1"=10'-0" 2 1 ECDC 16.20.030 Zone RS-20 Corner Y Flag N Setbacks: Required Actual Front 25' 33-N ---- E - Sides 10'/35'* ' -- -- -- 10� 10"W --29,1--- Rear '----------- '------------ Other � - 25' 20' Height =-----------� = *10' minimum, with both sides totaling 35' Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. NO FOOTING DRAINS ARE PROPOSED. IF FOOTING DRAINS ARE INSTALLED THEY SHALL NOT CONNECT DIRECTLY INTO THE GUTTER TIGHTLINES. THE FOOTING DRAINS SHALL CONNECT TO THE GUTTER TIGHTLINES A MINIMUM OF 10' FROM THE STRUCTURE OR DISCHARGE TO A SEPARATE DRYWELL. HEIGHT CALCULATION: (NOTE: THE NEW ADDITION IS EQUAL TO THE CURRENT RESIDENCE, NO ADDITIONAL HEIGHT IS ADDED HEIGHT CALCULATION) A= +152.80' B= +154.65' C= +158.70' D= +160.20' TOTAL = +626.35' ACTUAL= +176.54 RIDGE (COMPLIES) MAXIMUM= +1881.59' +181.59' (AVERAGE GRADE PLUS 25'-0") RS-20 MINIMUM COVERAGE LOT AREA (sf) 20,000 WITH MAXIMUM LOT COVERAGE OF 35% 13,578 SF X 35%+= 4753 SF TOTAL LOT COVERAGE ALLOWED. LIVING AREA AND GARAGE FOOTPRINT WITH PROPOSED ADDITION: 3086 SF EXISTING DECKS 283 SF AND 81 SF: 364 SF TOTAL STRUCTURAL LOT COVERAGE: 3450 SF (COMPLIES) rm% 1 'door aI 'T AN 10%liI, studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment \ Z 3/18/24 5/15/24 6/27/24 PLAN REVIEW PLAN REVIEW PLAN REVIEW 0 A\ ZL 8 REGISTERED ARCHITECT f KEVI STATE OF WASHIN TON 06/27/2024 Z O = O1-0 Q CV U0 O1 LU Z CD 0 w0U CD z Quo Z J Z CD CD Q = O =CEO' z I—QL0 al CD QO 0 Z V �ZQ c/) Q O < > O LU Z LU Q::� owner approval initials I date phase OWNER/CONTRACTOR IS RESPONSIBLE FOR project information EROSION CONTROL AND DRAINAGE ,„-„;oe-+ ne-%- 000Ar) All 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. ENGINEERING DIVISION APPROVED AS NOTED M�/Y`—'QQti� 07/10/2024 dwg file: AS101-22040.DWG drawn by: KLR checked by: drawing scale: 1"=1'-0" date: JUNE 12,2023 sheet name SITE PLAN sheet number RESUB AS 1 0 1 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO2"x2" 14GA WIRE FABRIC EQUAL Q N NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CSt. JB91 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 18y" CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH CATCH BASIN GRATE "I& REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 rm% 1 'door studio architectural -planning 1771 e flamingo rd, 218b as veg as, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW A A\ ZL 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 Q N U Q CD 00 LU V)zo p LuoN z Q(Do Z JZ0 Q =CD = cn o• z r__1 o Q 0 00 Z � �z V) Q O Q Q >o 0 LU Z LJ ry owner approval initials date phase project information oroiect no: 22040.AK dwg file: AS101-22040.DWG drawn by: KLR checked by: drawing scale: date: JUNE 12,2023 sheet name CITY TESC DETAILS sheet number AS 102 RESUB Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLISH WALL AND DEMOLISH WALL AND - EPARE OPENING FOR NEW PREPARE OPENING FOR N�1/ III 11 WINDOW OPENING �_ WINDOW OPENINIIG �_ E DEMOLISH OH DOORS, HEA ER AND FINISHES II DEMOLISH OH DOORS, HEA ER AND FINISHES ❑ DEMOLISH DOOR AND WINDOW DEMOLITION FLOOR PLAN SCALE: 1 /4" = Y-0" EXISTING STAIRS TO BE ABANDONED IN PLACE DEMOLISH PLATFORM AND FRAMING IL DEMOLISH WINDOW DEMOLISH WINDOW AND DEMOLISH WALL AND FINISHES PREPARE OPENING FOR NEW PREPARE OPENING FOR SEALED GAS FIREPLACE GENERAL DEMOLITION NOTES: 1. PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BE REPAIRED OR REPLACED. 2. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE PATCHED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR. 3. EXCESS DOORS, HARDWARE, LIGHTING FIXTURES, ELECTRICAL FITTINGS, CARPETS AND OTHER SALVAGEABLE MATERIAL TO BE STORED OR DISPOSED DEMOLISH EXISTING BAY WINDOW OF AS DIRECTED BY THE BUILDING OWNER. DOORS AND WALL - PREPARE OPENING TO RECEIVE NEW SLIDING GLASS DOOR 4. ANY PROJECTING OR SURFACE MOUNTED ITEMS BEING ABANDONED SHALL PROTECT EXISTING HEADER, KING STUDS BE REMOVED, CAPPED AND CONCEALED BEHIND FINISHED SURFACES UNLESS AND TRIMMERS IN PLACE OTHERWISE NOTED. 5. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN THE FLOOR, PATCH AND LEVEL THE FLOOR WITH THE EXISTING SLAB AND/OR ADJACENT SURFACE PRIOR TO INSTALLATION OF FINISH FLOOR. 6. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW CONSTRUCTION UNTIL IT IS SAFE TO REMOVE SUCH BRACING AND PROTECT EXISTING RAIL SUPPORT. AND DECKING IN PLACE 7. REMOVE DAMAGED PLASTER AND DRYWALL BEADS AND BEADS AT EXISTING CORNERS WHERE NEW PARTITIONS ALIGN WITH EXISTING FINISH. 8. UPON COMPLETION OF THE DEMOLITION WORK, ENSURE ALL AREAS ARE LEFT IN BROOM CLEAN CONDITION. WALL LEGEND: 0 EXISTING WALL -PROTECT IN PLACE C DEMOLISH WALL AND FINISHES DEMOLISH WINDOW FRAME AND HARDWARE DEMOLISH DOOR, FRAME AND HARDWARE a studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW A\ A A A s 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 z 0 = 0 1-0 0 0 U00 U �zo (>1 L 0 ,.,., O N z II__ z Q z J z o Q = CD (D = cr) o• z QLr) al�CD Q 0 � .o �"'z � �zQ c/) Q O Q >12 o 0 w z LU ry owner approval initials I date I phase project information project no: 22040.AK dwg file: AD101-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name DEMOLITION FLOOR PLAN sheet number AD101 RESUB Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLITIO SCALE: 1 /4" = 1'-0" GENERAL DEMOLITION NOTES: 1. PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BE REPAIRED OR REPLACED. 2. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE PATCHED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR. 3. EXCESS DOORS, HARDWARE, LIGHTING FIXTURES, ELECTRICAL FITTINGS, CARPETS AND OTHER SALVAGEABLE MATERIAL TO BE STORED OR DISPOSED OF AS DIRECTED BY THE BUILDING OWNER. 4. ANY PROJECTING OR SURFACE MOUNTED ITEMS BEING ABANDONED SHALL BE REMOVED, CAPPED AND CONCEALED BEHIND FINISHED SURFACES UNLESS OTHERWISE NOTED. 5. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN THE FLOOR, PATCH AND LEVEL THE FLOOR WITH THE EXISTING SLAB AND/OR ADJACENT SURFACE PRIOR TO INSTALLATION OF FINISH FLOOR. 6. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW CONSTRUCTION UNTIL IT IS SAFE TO REMOVE SUCH BRACING AND SUPPORT. 7. REMOVE DAMAGED PLASTER AND DRYWALL BEADS AND BEADS AT EXISTING CORNERS WHERE NEW PARTITIONS ALIGN WITH EXISTING FINISH. 8. UPON COMPLETION OF THE DEMOLITION WORK, ENSURE ALL AREAS ARE LEFT IN BROOM CLEAN CONDITION. KEY NOTES 1. WALL LINE BELOW 2. EDGE OF ROOF 3. EXISTING SKYLIGHT -PROTECT IN PLACE 4. LINE OF DEMOLISHED WALL BELOW 5. REMOVE FASCIA AND GUTTER, PREPARE FRAMING FOR NEW ADDITION 6. PROTECT EXISTING GUTTER AND DOWNSPOUT CONNECTED TO EXISTING SITE DRAINAGE SYSTEM IN PLACE 2 rN 1 'door a I 'T studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 02 3/18/24 5/15/24 PLAN REVIEW PLAN REVIEW A\ ZL s 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 z 0 = 0 1-0 0 0 (>1 000 Q LU z o In ,.,., O N z z QCDo z J z o Q = CD (D = cr) o• z QLr) al 3:CD Q 0 � .o �()Z � �zQ V) Q O Q >12 o 0 w z LU ry owner approval initials date phase project information project no: 22040.AK dwg file: AD102-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name DEMOLITION ROOF PLAN sheet number AD102 RESUB Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEY NOTES 171 GARAGE 007 03 04 02 o BATH • 005 BED o3 006 DAYLIGHT BASEMENT SCOPE: 01 1. NO NEW STRUCTURAL OR FINISH WORK AT DAYLIGHT BASEMENT 2. FIELD VERIFY AND PROVIDE SMOKE AND CO2 DETECTORS AT BEDROOMS AND CORRIDOR IF NONE ARE CURRENTLY INSTALLED. DAYLIGHT BASEMENT PLAN ( EXISTING SCALE: 1/4"= 1'-0" x LEGEND: F__ EXISTING WALL TO REMAIN 0 WOOD STUD WALL 0 GARAGE CONVERSION TO CONDITIONED SPACE x 0 PROPOSED ADDITION SHEAR WALL -SEE STRUCTURAL ® COMBINATION SMOKE ALARM/CARBON DIOXIDE ALARM PER R314 AND R315 GENERAL CODE RELATED: x GLAZING IRC R308.4: 1. PROVIDE SAFETY GLAZING (TEMPERED GLAZING) AT HAZARDOUS LOCATIONS R308.4.1 DOORS GLAZING IN ALL DOORS R308.4.2 GLAZING ADJACENT DOORS GLAZING ADJACENT TO DOOR WITHIN 24" ARC OF EITHER SIDE OF DOOR R308.4.3 WINDOWS WHEN PANE IS LARGER THAN (9) NINE SQUARE FEET. WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 18" FROM THE FLOOR WHEN TOP EDGE OF GLAZING IS MORE THAN 36" ABOVE THE FLOOR AND ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT, LINE OF THE GLAZING R308.4.4 GUARDS AND RAILS ALL GUARDS AND RAILS R308.4.5-GLAZING AND WET SURFACES GLAZING WHERE EXPOSED EDGE IS LESS THAN 60" FROM ANY STANDING AND WALKING SURFACE R308.4.6-GLAZING ADJACENT STAIRS AND RAMPS WHEN BOTTOM OF EXPOSED EDGE IS LESS THAN 36" FROM THE WALKING SURFACE R308.4.7- GLAZING ADJACENT TO THE BOTTOM OF THE STAIR LANDING WHEN GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD 1. PROVIDE EGRESS FOR ALL ROOMS AND DWELLING PER IRC R31 1 LIGHT AND VENTILATION: 1. PROVIDE LIGHT AND VENTILATION AT ALL HABITABLE ROOMS- IRC 303.1 ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 2. IRC R303.3-BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET,%2 OF WHICH MUST BE OPERABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED IN ACCORDANCE WITH M1505 AND MUST BE EXHAUSTED DIRECT TO THE OUTDOORS. 01 GYPSUM BOARD/WALL FINISHES 1. PROVIDE 8' GYPSUM BOARD (TYPICAL UNLESS OTHER WISE NOTED BELOW) GARAGE TO HABITABLE SPACE ABOVE-5/8" TYPE "X" GYPSUM BOARD. IRC TABLE R302.6 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS IRC R702.3.7 3. AT RESTROOM SHOWERS- PROVIDE WATER BARRIER TO 96" ABOVE FINISH FLOOR CHALK ALL PENETRATIONS ATTIC ACCESS-IRC R807: 1. PROVIDE 30X22 MIN. ATTIC ACCESS TO ALL AREAS THAT EXCEED 30 SF MINIMUM HEADROOM OF 30" AT LOCATIONS FOR EQUIPMENT ACCESS. SNA TO THE IRC R807 DRAFTSTOPPING-IRC R302.1.2: 1. PROVIDE DRAFT STOPPING AT CONCEALED SPACES WHERE THERE IS LIVING SPACE ABOVE AND BELOW THE CONCEALED SPACE. DRAFT STOPPING SHALL BE INSTALLED SO THE CONCEALED SPACE DOES NOT EXCEED 1000 SF. SEE IRC R302.12.1 FOR APPROVED MATERIALS MECHANICAL VENTILATION 2018 IRC: PROVIDE MECHANICAL VENTILATION FOR FIREPLACES AND GAS FIRED EQUIPMENT, CLOTHES DRYER EXHAUST, RANGE HOODS, INSTALLATION OF MICROWAVE HOODS, BATHROOM AND KITCHEN EXHAUST M1505 MECHANICAL VENTILATION: M1505.2- PROVIDE EXHAUST AIR DISCHARGE FROM BATHROOM AND TOILET ROOM FANS TO EXTERIOR OF THE BUILDING ( OUTSIDE) M1505.3-EXHAUST EQUIPMENT SHALL BE LISTED AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA 210-ANSI/ASHRAE 51. M1504.4 WHOLE HOUSE MECHANICAL VENTILATION: WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4, INCLUDING TABLES M1505.4.3 (1) AND M1505.4.3 (3) LAUNDRY 004 1 BED 003 CORRIDOR 002 0 as FAMILY 001 INSULATION AND BUILDING ENVELOPE: 1. REFER TO COM-CHECK . RVALUE UVALUE SHGC CEILINGS R-38 .026 WALLS R-19 +4 .043 FIXED WINDOWS .29 .22 OPERABLE WINDOWS .28 .20 SLIDING DOORS -LARGE .32 .17 SLIDING DOORS- SMALL .32 .17 SWINGING EXTERIOR DOORS .32 .15 2. PROVIDE VAPOR RETARDER (MIN.) 4 MIL POLYETHYLENE AT CONDITIONED SIDE OF WALL AND ROOF ASSEMBLIES-IRC R702.7 3. PROVIDE AIR BARRIER AT EXTERIOR SIDE OF STUD AND STRUCTURAL SHEATHING 4. PROVIDE VAPOR RETARDER (MIN.) 10 MIL POLYETHYENE OR APPROVED COMPLIANT WITH ASTM E 1745 CLASS A REQUIREMENTS BETWEEN FLOOR SLAB AND BASE COURSE-IRC-R506.2.3 FIREPLACE: 1. FIREPLACES TO BE FACTORY -BUILT COMPLYING WITH UL 127-IRC R1004 2. FIREPLACE CHIMNEYS TO BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IRC R1005.1 3. FIREPLACE GAS VALVES SHALL BE LOCATED OUTSIDE OF REQUIRED HEARTH AREA, BUT NO MORE THAN 48" BEYOND HEARTH. A 3 1. EXISTING EGRESS WINDOW (48" X 48") 2. EXISTING 20 MIN DOOR WITH CLOSER 3. EXISTING BUILDING OVERHANG ABOVE 4. EXISTING TERRACE ABOVE a studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW 0 6/27/24 PLAN REVIEW 0 0 0 0 s 0105002 REGISTERED ARCHITECT KEVI STATE OF WASHIN TON 06/27/2024 Z 0 ENTRY Q 100 U 0 CV 0 o� 00 Lu Z o Q Lu U CD I Z Q CD O Z J z o = CD =CEO' z i-ZQL0 � �o Q0 00 Q Z 03 V 0Z� C) Q 00 OQ 12 ` > 0 O Lu Z Lu ry owner approval initials date phase project information project no: 22040.AK dwg file: A001-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name DAYLIGHT BASEMENT PLAN (EXISTING) sheet number UB AOO 1 024 FELOXEI MONDS DSERVICES 87'-0" 17 4' 0100 69'-8" 12'-1 " 5'-7" 00 00 191-41, 00 .1 12'-8 1 /2" 1 1 '-4" 0100 15-7 1 /2" 01 400, 6-7 1 /2" 00 00 6'-1 10 01 4'-1 1 1 /2" 5-6" 70, CC DD CC EE FF _ II II 0 O 18 N 0 15 W. SHOWER 16 114 2 113 ❑ coS 114A 19 CLOSET ❑9 N 2 DoBATH - 07 118 5 3 10 7 E \> BED 1 -- / - - 116 14 O 121 8A .� o v PRIMARY o'A -- Q _ 0 BATH D<\ 17 A A 112 AA AA O1 -6" A401 EA401 112A A401 PRIMARY A401 FLEX � 0 23 119A BEDROOM o� 1 AA 04 El 1o8A lob 119 3, ® 3117A 16 _ CLOSET 121A 5 - �_ CLOSET POWDER b = CLOSET 122 16 116A ^ 117 o O� -- - - - 115 � LINEN, 108 10 q--- - - - 5 CD N 15 0 ® 9 111 I1 106A CO Q � _ 115A 111A _ GALL RY CLOSET A401 _ / A401 124 109 N 4 E E, 109A 171 GALLERY llo 123A 8'-0 1 /2" 2'-0" 5 4' 5-0" 1'-3 1 /2" BB BB BB 124A00 91-1011 PARLOR 105 FLOOR PLAN SCALE: 1/4"= 1'-0" LEGEND: EXISTING WALL TO REMAIN 0 WOOD STUD WALL 0 GARAGE CONVERSION TO CONDITIONED SPACE 0 PROPOSED ADDITION SHEAR WALL -SEE STRUCTURAL ® COMBINATION SMOKE ALARM/CARBON DIOXIDE ALARM PER R314 AND R315 GENERAL CODE RELATED: GLAZING IRC R308.4: 1. PROVIDE SAFETY GLAZING (TEMPERED GLAZING) AT HAZARDOUS LOCATIONS R308.4.1 DOORS GLAZING IN ALL DOORS R308.4.2 GLAZING ADJACENT DOORS GLAZING ADJACENT TO DOOR WITHIN 24" ARC OF EITHER SIDE OF DOOR R308.4.3 WINDOWS WHEN PANE IS LARGER THAN (9) NINE SQUARE FEET. WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 18" FROM THE FLOOR WHEN TOP EDGE OF GLAZING IS MORE THAN 36" ABOVE THE FLOOR AND ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT, LINE OF THE GLAZING R308.4.4 GUARDS AND RAILS ALL GUARDS AND RAILS R308.4.5-GLAZING AND WET SURFACES GLAZING WHERE EXPOSED EDGE IS LESS THAN 60" FROM ANY STANDING AND WALKING SURFACE R308.4.6-GLAZING ADJACENT STAIRS AND RAMPS WHEN BOTTOM OF EXPOSED EDGE IS LESS THAN 36" FROM THE WALKING SURFACE R308.4.7- GLAZING ADJACENT TO THE BOTTOM OF THE STAIR LANDING WHEN GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD EGRESS: 1. PROVIDE EGRESS FOR ALL ROOMS AND DWELLING PER IRC R31 1 LIGHT AND VENTILATION: 1. PROVIDE LIGHT AND VENTILATION AT ALL HABITABLE ROOMS- IRC 303.1 ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 2. IRC R303.3-BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET,%2 OF WHICH MUST BE OPERABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED IN ACCORDANCE WITH M1505 AND MUST BE EXHAUSTED DIRECT TO THE OUTDOORS. TERRACE 202 GYPSUM BOARD/WALL FINISHES 1. PROVIDE 8' GYPSUM BOARD (TYPICAL UNLESS OTHER WISE NOTED BELOW) GARAGE TO HABITABLE SPACE ABOVE-5/8" TYPE "X" GYPSUM BOARD. IRC TABLE R302.6 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT WET LOCATIONS IRC R702.3.7 3. AT RESTROOM SHOWERS- PROVIDE WATER BARRIER TO 96" ABOVE FINISH FLOOR CHALK ALL PENETRATIONS ATTIC ACCESS-IRC R807: 1. PROVIDE 30X22 MIN. ATTIC ACCESS TO ALL AREAS THAT EXCEED 30 SF MINIMUM HEADROOM OF 30" AT LOCATIONS FOR EQUIPMENT ACCESS. SNA TO THE IRC R807 DRAFTSTOPPING-IRC R302.1.2: 1. PROVIDE DRAFT STOPPING AT CONCEALED SPACES WHERE THERE IS LIVING SPACE ABOVE AND BELOW THE CONCEALED SPACE. DRAFT STOPPING SHALL BE INSTALLED SO THE CONCEALED SPACE DOES NOT EXCEED 1000 SF. SEE IRC R302.12.1 FOR APPROVED MATERIALS MECHANICAL VENTILATION 2018 IRC: PROVIDE MECHANICAL VENTILATION FOR FIREPLACES AND GAS FIRED EQUIPMENT, CLOTHES DRYER EXHAUST, RANGE HOODS, INSTALLATION OF MICROWAVE HOODS, BATHROOM AND KITCHEN EXHAUST M1505 MECHANICAL VENTILATION: M1505.2- PROVIDE EXHAUST AIR DISCHARGE FROM BATHROOM AND TOILET ROOM FANS TO EXTERIOR OF THE BUILDING ( OUTSIDE) M1505.3-EXHAUST EQUIPMENT SHALL BE LISTED AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA 210-ANSI/ASHRAE 51. M1504.4 WHOLE HOUSE MECHANICAL VENTILATION: WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4, INCLUDING TABLES M1505.4.3 (1) AND M1505.4.3 (3) KITCHEN 103 0 DINING LIVING ROOM ROOM 102 01 INSULATION AND BUILDING ENVELOPE: ENTRY 100 1. REFER TO COM-CHECK . RVALUE UVALUE SHGC CEILINGS R-38 .026 WALLS R-19 +4 .043 FIXED WINDOWS .29 .22 OPERABLE WINDOWS .28 .20 SLIDING DOORS -LARGE .32 .17 SLIDING DOORS- SMALL .32 .17 SWINGING EXTERIOR DOORS .32 .15 2. PROVIDE VAPOR RETARDER (MIN.) 4 MIL POLYETHYLENE AT CONDITIONED SIDE OF WALL AND ROOF ASSEMBLIES-IRC R702.7 3. PROVIDE AIR BARRIER AT EXTERIOR SIDE OF STUD AND STRUCTURAL SHEATHING 4. PROVIDE VAPOR RETARDER (MIN.) 10 MIL POLYETHYENE OR APPROVED COMPLIANT WITH ASTM E 1745 CLASS A REQUIREMENTS BETWEEN FLOOR SLAB AND BASE COURSE-IRC-R506.2.3 FIREPLACE: 1. FIREPLACES TO BE FACTORY -BUILT COMPLYING WITH UL 127-IRC R1004 2. FIREPLACE CHIMNEYS TO BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IRC R1005.1 3. FIREPLACE GAS VALVES SHALL BE LOCATED OUTSIDE OF REQUIRED HEARTH AREA, BUT NO MORE THAN 48" BEYOND HEARTH. 3 10 00 KEY NOTES 0 1. 34" HIGH VANITY CABINET 52" 2. PORCELAIN TILE SHOWER PAN AND CURB WITH PORCELAIN TILE WALL TO CEILING LINE PROVIDE CLEAR TEMPERED GLASS ENCLOSURE AND DOOR ON A 4-1/2" HIGH CURB WITH 24" LINEAR DRAIN 3. CLEAR SHOWER GLASS -TEMPERED TO 84" A.F.F. 4. 2x6 PLUMBING WALL 5. PROVIDE MECHANICAL VENTILATION THIS ROOM CAPABLE OF PROVIDING 50 CFM - REFER TO MECHANICAL DRAWINGS 6. 5 SHELVES @ 16" O.C. 7. SINGLE SHELF AND POLE 8. SHELF AND POLE WITH SHOE RACK BELOW 9. DOUBLE SHELF AND POLE 21 10. SHOE SHELVES 11. 22"x30" ATTIC ACCESS PANEL 20 IObB 12. LINEAR GAS DIRECT VENT FIREPLACE MONTESSEN ARTISAN SERIES -ARTISAN 42-AVFL42- VENTLESS GAS FIREPLACE ( OR EQUAL) R.O.46 %" X 39 %" X 13%$' J 13. 6x6 COLUMN -ALIGN WITH GLU-LAM BEAMS AND EXISTING BEARING 14. BUILT-IN LINEN CLOSET 15. 60" X 34" PORCELAIN SHOWER WITH TILE SURROUND TO CEILING AND SLIDING CLEAR FRAMELESS SHOWER DOOR TO 84" 16. WATER CLOSET 17. FREE STANDING SOAKING TUB WITH FLOOR MOUNTED PEDESTAL TUB FILLER 18. OBSCURE SHOWER GLASS -TEMPERED TO 84" A.F.F. 19. PORCELAIN TILE SHOWER SEAT 20. INSTALL 96 X 84 TWO PANEL SLIDING DOOR IN ABANDONED BAY WINDOW OPENING- PROTECT EXISTING HEADER, KING STUD AND TRIMMERS IN PLACE. 21. IN -FILL BAY WINDOW FOOTPRINT WITH DECKING AND WATERPROOFING CAP SHEET GENERAL CONSTRUCTION NOTES: 1. DIMENSIONS PROVIDED ARE TO FACE OF FRAMING - ALIGN NEW WALLS WITH FACE OF EXISTING 2. SEE FINISH SCHEDULE BY OTHERS FOR FINISHES NOT NOTED ON PLANS 3. REFER TO ELECTRICAL PLANS FOR LOCATIONS OF ALL SWITCHES, LIGHTS, RECEPTACLES AND SMOKE DETECTORS. 4. PROVIDE MIN 4.5" MIN EACH SIDE OF OPENINGS FOR CASING 1 FOOTAGE CALCULATIONS: NEW SPACED ADDED 460 SF GARAGE CONVERSION 712 SF RE -CONFIGURATION OF EXISTING CONDITIONED AREA 828 SF EXISTING CONDITIONED MAIN LEVEL ( NOT IN SCOPE) 1044 SF DAYLIGHT BASEMENT (NOT IN SCOPE 1774 SF TOTAL FLOOR AREA RENOVATION- 2000 SF TOTAL CONDITIONED AFTER RENOVATION 3990 SF rm% 1 'door aI '11t ANIM1111L studio architectural -planning 1771 e flamingo rd, 218b as vegas, nv 89119 p : 7 0 2 . 4 7 8 . 8 8 0 2 revisions/addenda mark date comment 0 0 3/18/24 5/15/24 6/27/24 PLAN REVIEW PLAN REVIEW PLAN REVIEW 3 A\ A\ A 8 REGISTERED ARCHITECT KEVI STATE OF WASHIN TON 06/27/2024 Z 0 = 0 1-0 0 0 U00 Q � LU �OZo 0 w00N I z < CD CD Z JZo _ CD =t/)0' z >Q L0 al > O Q0�10 r ^ 00 Z V 0 � �ZQ c/) Q O Q >12 o 0 w Z LU ry owner approval initials I date phase project information project no: 22040.AK dwg file: A101-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name FLOOR PLAN sheet number RESUB Al 01 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND: SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED FIXTURE 0 RECESSED LIGHT FIXTURE WATER PROOF LIGHT FIXTURE Z® COMBINATION SMOKE DETECTOR AND CARBON DIOXIDE DETECTOR EXHAUST FAN CEILING FAN A ATTIC ACCESS A SHEAR WALL -SEE STRUCTURAL CEILING FINISH LEGEND: OGYPSUM BOARD- TEXTURED AND PAINTED OGYPSUM BOARD- TEXTURED AND PAINTED EPDXY PAINT CEILING HEIGHT LEGEND: 6 8'-0" (TYPICAL UNLESS NOTED OTHERWISE) H2 7'-3" H3 7'-8" H4 10'-0" a studio architectural -planning 1771 e flamingo rd, 218b as veg as, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 0 5/15/24 PLAN REVIEW 0 0 0 0 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 z KEY NOTES: O 1. CEILING TRANSITION LINE 2. EXPOSED FRAMING AT EXTERIOR SOFFIT- PAINTED Q 1-0 3. FLARE SKYLIGHT OPENING TO CLOSET Q N C) 4. RELOCATE EXISTING FLARED SKYLIGHT OPENING TO BE CENTERED ON U 00 FIREPLACE OPENING < > 0 5. STAINED EXPOSED GLU-LAM BEAM UJ v%> z Q ry 0 w0� 6. MATCH ADJACENT SOFFIT AND FINISH AT DEMOLISHED BAY WINDOW I Q ~ O Z Jzo Q = o =coo• z i-ZQL0 al 3:o Q O ** 00 � �z c/) Q O Q Q>12 o O w z LU ry owner approval initials date phase project information project no: 22040.AK dwg file: A102-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name REFLECTED CEILING PLAN sheet number RESUB Al 02 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT rm% 1 'door aI 'T AN IMIL studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 Z 3/18/24 5/15/24 PLAN REVIEW PLAN REVIEW 0 0 0 0 0 s 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 z 0 = 0 1-0 0 CV U Q 0 00 LU z o In ,.,., O N z < CD z J z o QQ � = o =c/)0' z Lr) al�CD Q 0 o 00 Z (D � �z c/) Q O Q Q >12 o 0 w z LU ry owner approval initials date phase project information project no: 22040.AK dwg file: A105-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name ROOF PLAN sheet number RESUB Al 05 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT +181.65 -MAX RIDGE ELEVATION +176.21 - EXI +174.38 - NE +156.65 A (NOTE: THE NEW ADDITION IS EQUAL TO THE CURRENT RESIDENCE, NO ADDITIONAL HEIGHT IS ADDED HEIGHT CALCULATION A= +159.2' B= +159.2' C= +160.2' D= +160.2' TOTAL = +638.8' AVERAGE GRADE= +159.70 ACTUAL= +176.21 RIDGE (COMPLIES) MAXIMUM= +184.70 a �� studio architectural -planning 1771 e flamingo rd, 218b las veg as, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW 0 0 0 0 0 s 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z O 1-O Q N0 U00 O1-1 LU V)zo p woN Z Quo Z JZo Q<CD =cn0" Z QL0 ��o Q O C:) 00z Z � o V) Q 00 O Q Q > o O w z w ry owner approval initials I date I phase project information oroiect no: 22040.AK dwg file: A201-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = F-O" date: JUNE 12,2023 sheet name ELEVATIONS sheet number RESUB A20 1 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NORTH ELEVATION SCALE: 1 /4'' = 1'-0" co 0 +182.00 -MAX RIDGE ELEVATION — 1 +176.54 - EXISTINr_ DIM(_C CI CV ATIr)KI +174.38 - NEW / +156.65 AVEF EAST ELEVATION SCALE: 1 /4" = 1'-0" nni nii nnnnnrrn e GUTTER/DOWNSPOUT TIED INTO EXISTING SITE DRAINAGE SYSTEM 2 CONTINUOUS ki" HANDRAIL AT 36" ABOVE TREADS- IRC R31 1.7.8 FLEX (4) 6" RISERS WITH 0 123 1" NOSING FLOOR SHEATHING PER STRUCTURAL 9 1 /2" "1" JOISTS 1 1 I 1 v GARAGE CONVERSION TO LIVING SPF GALLERY 121A o- 118A 115A b 117 AT 16" O.C. 4" PERFORATED y POST AND PIPE- BEDDED IN BEAM (TYP) PEA GRAVEL - - - - - AND GEO FABRIC DAY LIGHT EACH - SIDE _ CONCRETE FOOTING CONCRETE FOOTING POST AND BEAM FRAMING FLOOR SHEATHING SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL PER STRUCTURAL EXISTING CONCRETE SLAB SCALE: 1/4"= 1'-0" 10.5" x 3.125" GLU-LAM BEAM SEE STRUCTURAL CONCRETE FOOTING CONCRETE FOOTING SEE STRUCTURAL SEE STRUCTURAL COMPOSITION SHINGLE ROOF OVER UNDERLAYMENT R-49 ADVANCED INSULATION WITH INSULATION BAFFLES AT EACH BAY 2 OVER 32" SHEATHING WITH AIR BARRIER 0 2 X 6 EXTERIOR 2 FRAMING WITH R-21 CAVITY INSULATION AND 2" CLOSED CELL POLYISO CONTINUOUS NS U LATI TOM 109A 106A o- 12 4L-- CONCRETE FOUNDATION POST AND BEAM BUILDING SECTION SCALE: 1 /4" = 1-0" HAND RAIL ■ ■ GALLERY lU A= +152.8' B= +154.8' C= +160.2' D= +160.2' TOTAL = +628.0' AVERAGE GRADE= +l 57 00' ACTUAL= +176.54 RIDGE (COMPLIES) MAXIMUM= +182.00' 7 V CACt—IA rm% 1 'door aI 'T AN IN, studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 Z 3/18/24 5/15/24 PLAN REVIEW PLAN REVIEW 0 0 0 0 0 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 = 01-0 Q 0 U00 Q o1 LU Z o Q w0N I Z CD Q V CDz J Z o < Q _ Q =C/)O�1 z p, Q � r__1 CD Q0 (0-4 0 Z V 0�1 V) 00O < > 0 w Z LLU ry owner approval initials date phase project information project no: 22040.AK dwg file: A301-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name ELEVATION AND BUILDING SECTIONS sheet number ARES U B 3O 1 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 GENERAL NOTES: FLEX 123 C BED 121 4 INTERIOR ELEVATION SCALE: 1 /4" = 1'-0" 0 C JD BATH 120 FI El E BED LLL El 115 - 4 IF— SHOWER 113 0 CLOSET l07 4 PRIMARY BEDROOM 106 4 0 El 3 PRIMARY o BEDROOM 106 4 4 INTERIOR ELEVATION SCALE: 1 /4" = 1'-0" GALLERY llo 4 dd B3 B3 GALLER l U � 4 7 0 0 123A FLEX 123 117A INTERIOR ELEVATION SCALE: 1 /4" = 1 '-0" FLEX o 123 0 0 INTERIOR ELEVATION SCALE: 1 /4" = Y-0" INTERIOR ELEVATION SCALE: 1/4"= 1'-0" er 1. DO NOT SCALE DRAWINGS, ALL DIMENSION SHOWN ON PLANS ARE TO THE FACE OF STUD, CMU OR CONCRETE OR CENTER OF GRID LINES UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND STRUCTURE LOCATIONS. EXISTING INFORMATION GIVEN IS BASED ON AVAILABLE DRAWINGS AND MAY NOT NECESSARILY REPRESENT THE ACTUAL AS -BUILT CONDITIONS KEY NOTES:O 1. 36" PORCELAIN TILE WAINSCOT 2. TILE BASE 3. GYPSUM BOARD - PAINTED 4. PAINTED WOOD BASE 5. PAINTED WOOD CASING 6. GAS FIREPLACE 7. (4) 6" RISERS 8. FULL HEIGHT PORCELAIN TILE 9. SOFFIT AT SHOWER rm% 1 'door studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 02 3/18/24 5/15/24 PLAN REVIEW PLAN REVIEW 0 ZL 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 z O = O1-0 Q 0 U00 Q LU z o Q w0CV z QuCD o z J z o Q = o =coo• z al �CD Q O o 00 Z � �z Q V) Q O Q >o O w z LU ry owner approval initials date phase project information project no: 22040.AK dwg file: A401-22040.DWG drawn by: KLR checked by: drawing scale: 1 /4" = 1'-0" date: JUNE 12,2023 sheet name INTERIOR ELEVATIONS sheet number RESUB A401 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 00 9 1 /4" Of 1 /2" 10 3 1 /2"' 2 3/4" 3 1 /8" MIN. R-19 BATT �` INSULATION r 2X FURRING i \`> 3 1 /8" x 9" �''�� 3 1 /8" x 9" UNPAGED BATT SOUND INSULATION VINYL WINDOW _ \ HEADER BOA D \ / � HEADER �� ,''�` AT ALL BATHROOM /K\ GYPSUM BOARD `��-� � is /32' SHEATHING ,�— ,\ i PAINTED �`� INTERIOR WALLS SEALANT EACH = \ \ �%2' SHEATHING GYPSUM BOARD , SIDE >\` AIR BARRIER EXISTING GYPSUM BOARD SCHLUTER JOLLY MIN. R-19 BATT `� �� AIR BARRIER \ �� SKIM TO LEVEL 5 FINISH TRIM INSULATION / � , `> VERTICAL VERTICAL J-MOULD AT GYPSUM BOARD ` ---------- WOOD SIDING WOOD SIDING �� SET 4.25 FROM FINISH FLOOR 1X TRIM i'�`� MATCH EXISTING MATCH EXISTING SCHLUTER JOLLY ,'-`�� TYPICAL t 1 X TRIM PAINTED CASING TRIM- BLACK PORCELAIN TILE — AND RETURN 1 X TRIM CAP, OUTSIDE CORNERS Y8' CHALKING GROUT ASSEMBLY SHEATHING PAINTED CASING MATCH EXISTING AND ENDS /, LINE AND RETURN MATCH EXISTING ��\ 4" TILE BASE- FLUSH WITH FACE AIR BARRIER /4' REVEAL (TYP) OF GYPSUM BOARD �> \\ VERTICAL SEALANT SEALANT EACH /yij \\ / WOOD SIDING SEALANT SIDE - = r � �' jI ><I MATCH EXISTING = /''`� %-`� FLOOR TILE SET IN MIN. R-19 BATT THREE PANEL VINYL WINDOW / �\ BED OF THIN SET INSULATION SLIDING DOOR ;—�� CRACK ISOLATION i MEMBRANE SCHLUTER DILEX COVE ��;�;\ WINDOW SILL AT SHOWER SCALE 3II=11-011 16 3 PANEL SLIDING DOOR HEAD SCALE 3'I=1'-0'I 12 WINDOW HEAD SCALE 3II=1'-011 8 FLUSH TILE BASE DETAIL SCALE 3II=1 Loll 1 ,' I TRIM VERTICAL WOOD UN -FACED BATT SOUNDINSULATION 1 X TRIM SIDING -MATCH 1 X TRIM AT ALL BATHROOM EXTERIOR WALL EXISTING SEALANT AND BEDROOM PAINTED GYPSUM BOARD ASSEMBLY AIR BARRIER INTERIOR WALLS �K� VERTICAL WOOD 1 \� is/s2' SHEATHING SIDING -MATCH BATT INSULATION SEALANT EXISTING SEALANT PORCELAIN TILE (TYP) AIR BARRIER EACH SIDE WAINSCOT 2 X FRAMING � 3 PANEL SLIDING �s/s2' SHEATHING / � , PAINTED WOOD BASE -MATCH EXISTINGIx MIN. R-19 DOORJAMB BATT INSULATION \\ 1 /2" DENSHEILD /i t VINYL WINDOW VINYL WINDOW / 0 2 X FRAMING �r' `� OR EQUAL ,''` FLOOR COVERING TRIMMER y MIN. R-19 i \ AND KING STUD BATT INSULATION �\ CRACK ISOLATION ` MEMBRANE TILE SILL � \� � o \ / V FLOOR TILE EXTERIOR WALL 2 X FURRING TRIMMER FRAMING �� AND KING STUD SET IN BED >-� _ — — - YFF71 OF THIN SET i GYPSUM GYPSUM GYPSUM BOARD BOARD BOARD PAINTED CASING PORCELAIN TILE =< PAINTED CASING SEALANT AND RETURN - ASSEMBLY AND RETURN- MATCH EXISTING SCHLUTER DILEX MATCH EXISTING COVE WINDOW JAMB -SHOWER TO WALL SCALE 3"=1'-a, 17 3 PANEL SLIDING DOOR JAMB AT STRIKE SCALE 3"=1'-0'I 13 WINDOW JAMB SCALE 3"=1'-0'I 9 TILE WAINSCOT SCALE 3"=1 I-0'I 5 TILE BASE AT DOOR JAMB SCALE 311=11-011 2 1 X TRIM EXISTING EXTERIOR GYPSUM WALL ASSEMBLY BOARD VERTICAL WOOD KERDI SHOWER EXTERIOR WALL SIDING -MATCH SYSTEM -WALLS \ / ^\ ASSEMBLY EXISTING VINYL WINDOW = TILE WAINSCOT SHOWER PAN AND PORCELAIN TILE ASSEMBLY `\\ ��\ / r AIR BARRIER SEALANT SEALANT EACH _ BELOW TO 36" CURB i TO CEILING \� I s/s2' SHEATHING SIDE = J %4' REVEAL (TYP) PAINTED Q J xi DOOR CASING j Q IL 2 X FRAMING �� ` PAINTED CASING 1 X TRIM i ^� SHIM ~ AND RETURN / / / / MIN. R-19 �� i MATCH EXISTING Is/s2' SHEATHING Y Y Y Y Y Y PAINTED BATT INSULATION PRE -HUNG DOOR JAMB SEALANT 1 X TRIM TRIMMER AIR BARRIER DOOR SCHLUTER AND KING STUD TILE SILL AND GYPSUM BOARD �.�/ �I �� VERTICAL SCHLUTER JOLLY GLASS PRIMED MDF JOLLY RETURN i \\ WOOD SIDING TRIM CHANNEL rATCH EXISTING TEMPERED SEALANT EACH = PORCELAIN TILE SCHLUTER JOLLY MIN. R-19 BATT CLEAR SIDE _ - ASSEMBLY TRIM- (TYP) INSULATION 3" 5 3/8" SHOWER CREEN VINYL WINDOW WINDOW HEAD -SHOWER SCALE 3"=1'-0" 18 WINDOW JAMB -SHOWER SCALE 3"=1'T 14 WINDOW SILL SCALE 3"=Y-0" 10 CURB/GLASS TO WALL SCALE 3"=1'-0" 6 TYPICAL INTERIOR JAMB/HEAD DETAIL SCALE 311=11-011 3 ROOF TEMPERED VINYL WINDOW 1 X TRIM ASSEMBLY CLEAR KERDI SHOWER CURB SEALANT EACH SHOWER SCREEN AND WATERPROOFING SIDE SYSTEM SCHLUTER JOLLY VERTICAL WOOD SCHLUTER JOLLY FULL -HEIGHT TRIM SIDING -MATCH EXPOSED INSULATION BAFFLE TRIM (TYP) SUBWAY TIL OVER KERDE PORCELAIN TILE SEALANT EXISTING PLYWOOD WITH MIN. 2" GLASS WATERPROOFING ASSEMBLY _ AIR BARRIER PAINTED AIRSPACE CHANNEL TILE — SYSTEM AT SHOWER SEAT WAINSCOT TO 36" Is/s2' SHEATHING z Q (3) 2" SCREENED R-38 BLOWN TEMPERED 0 0 VENTS AT EACH INSULATION CLEAR SHOWER O 2 X FRAMING BAY S EEN 1 '-b" 1 X TRIM A.F.F. MIN. R-19 TEMPERED BATT INSULATION — — CLEAR GLASS CHANNEL LU 0- Ll '%2' SHEATHING �� VERTICAL SHOWER 0 TILE SILL y TRIMMER SIDING SCREEN AIR BARRIER ' �� % AND KING STUD — — — SHEATHING VERTICAL WOOD SIDING PAINTED KERDI SHOWER CURB 17- MATCH EXISTING / GYPSUM WOOD AND WATERPROOFING BOARD CASING SYSTEM MIN. R-19 BATT PORCELAIN TILE KERDI SHOWER PAN/KERB INSULATION ASSEMBLY AND WATERPROOFING b 7/8 SYSTEM 4" WINDOW SILL AT SHOWER SEAT SCALE 3"=1'-T 19 WINDOW JAMB -SHOWER TO WALL SCALE 3"=Y-0'I 15 SOFFIT VENTILATION SCALE 3"=1'-0'I 11 TILE -SHOWER-FRAMING SCALE 3"=1 I-0'I 7 SHOWER CURB DETAIL SCALE 3"=1'-011 4 a studio architectural - planning 1771 e flamingo rd, 218b las vegas, nv 89119 p : 7 0 2 . 4 7 8 . 8 8 0 2 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW PLAN REVIEW 02 5/15/24 0 0 6 8 20105002 REGISTE ARC IIT CT p KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 �-o Q 0 U00 Q U V)zo L Lu 0 �1 Z Q0o Z ,zo Q Q=o o� a> Iq r1 > o Q0 * * r� 00`) V Z CZ ZQ c/) Q O ` > C) 0 w Z LJ Q:. owner approval initials I date � phase project information project no: 22040.AK dwg file: A501-22040-DETAILS.DWG drawn by: KLR checked by: drawing scale: 1 /8'' = 1'-0" date: JUNE 12,2023 sheet name DETAILS sheet number A1 RESUB 50 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MIN. R-19 BATT INSULATION GYPSUM / 3 1 /8" x 9" BOARD �;�—' \\ �i HEADER ' i5/32' SHEATHING AIR BARRIER VERTICAL WOOD SIDING PAINTED CASING MATCH EXISTING AND RETURN 1 X TRIM MATCH EXISTING %4' REVEAL (TYP) SEALANT EACH SIDE 0 o VINYL SLIDING 0 0 0 0 0 0 DOOR SLIDING DOOR HEAD SCALE 311=11_011 1 1 X TRIM SEALANT VINYL VERTICAL WOOD SLIDING SIDING -MATCH DOOR EXISTING FRAME AIR BARRIER is/32' SHEATHING 2 X FRAMING' ` MIN. R-19 BATT INSULATION y TRIMMER AND KING STUD GYPSUM BOARD PAINTED CASING AND RETURN - MATCH EXISTING SLIDING DOOR JAMB SCALE 3"=1'-011 2 SEALANT 1 X TRIM VINYL SLIDING VERTICAL WOOD DOOR SIDING -MATCH FRAME\\I EXISTING — AIR BARRIER is/32' SHEATHING 0-0-0 LIM ❑ 2 X FRAMING ^� M71 �� i MIN. R 19 / BATT INSULATION r Y TRIMMER AND KING STUD GYPSUM BOARD PAINTED CASING AND RETURN - MATCH EXISTING SLIDING DOOR JAMB -LATCH SCALE 311=11-011 3 a studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p : 7 0 2 . 4 7 8 . 8 8 0 2 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW PLAN REVIEW 0 5/15/24 0 0 0 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 �-O Q 0 U00 Q LU V)zo Q L,orl- N z z QC)o Z Izo Q Q =o o1 a> Iq I� > o 0 � .O r�00`� V z Z � �ZQ V) Q 0 ` > 0 0 w Z LJ Q:. owner approval initials I date I phase project information project no: 22040.AK dwg file: A501-22040-DETAILS.DWG drawn by: KLR checked by: drawing scale: 1 /8'' date: JUNE 12,2023 sheet name DETAILS sheet number A2 RESUB 50 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REFERENCED STANDARDS FLOOR COVERING ROOM FINISH SCHEDULE ALL DOORS, STOREFRONTS, FRAMES AND GLAZING MANUFACTURING, HANDLING AND AND FLOORING GENERAL NOTES: W-WALLS INSTALLATION TO BE IN CONFORMANCE WITH THESE STANDARDS AND THE MANUFACTURES 1. DISSIMILAR FLOOR SURFACES TO BE CENTERED UNDER DOORS (WHERE OCCURS) WC -WAINSCOT RECOMMENDATIONS AND REQUIREMENTS. Lni 2. PROVIDE SCHLUTER OR APPROVED ALTERNATE AT ALL EXPOSED TILE EDGES Q z JUJ SDI -STEEL DOOR INSTITUTE: Q DOB J MATERIAL: SHEET CARPET OVER HIGH DENSITY PAD z C w HOLLOW METAL FRAMES: F1 2Ei p LU v z SDI A250.8-2017 SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES TILE COLOR: AS SELECTED BY OWNER 0O OJ w R REMARKS ¢ SDI A250.11-2012 RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES Of ROOM ILL ILL M oo6 A B C D U v CW-CASEWORK HOLLOW METAL DOORS: FZ MATERIAL: ENGINEERED HARDWOOD FLOORING SDI -108 RECOMMENDED SELECTION AND USAGE GUIDE FOR STANDARD COLOR/STYLE: MATCH EXISTING STYLE, SIZE AND COLOR 106 PRIMARY BEDROOM F1 B1 W1 W1 W1 W1 Cl 8' 0" 107 CLOSET F1 B1 W1 W1 W1 W1 Cl 8'-0" - STEEL DOORS. F3 MATERIAL: PORCELAIN TILE 108 CLOSET F1 B1 W1 W1 W1 W1 Cl 8'-0" ASTM-ASTM INTERNATIONAL: TILE COLOR: AS SELECTED BY OWNER 109 CLOSET F1 B1 W1 W1 W1 W1 Cl 8'-0" HOLLOW METAL FRAMES: APPLICATION: CRACK ISOLATION MEMBRANE SUITABLE SUB -STRAIGHT ASTM A568/A568M-17a STANDARD SPECIFICATION FOR STEEL, SHEET, CARBON 110 GALLERY F1 B1 W1 W1 W1 W1 Cl 8'-0" R2 GROUT: PRISM SURE COLOR (OR EQUAL) STRUCTURAL, AND HIGH-STRENGTH,LOW ALLOW, HOL-ROLLED, APPLICATION: 1/8" GROUT LINES 111 LINEN F1 B1 W1 W1 W1 W1 Cl 8'-0" GENERAL REQUIREMENTS FOR. COLOR: AS SELECTED BY OWNER 112 PRIMARY BATH F2 B2 W3/WC1 W3/WC1 W3/WC1 W3/WC1 C2 8'-0"/7'-3" R3, R4 ASTM A653/A653M-17 STANDARD SPECIFICATION FOR STEEL SHEET, ZINC COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED GALVANNEALED) 113 SHOWER F2 W2 W2 W2 W2 C2 7'-3" R1 114 W.C. F1 B2 W1 W1 W1 W1 C2 7'-3" R3 BY THE HOT -DIP PROCESS. BAS E 115 POWDER F1 B2 W1/WC1 W1/WC1 W1/WC1 W1/WC1 Cl 7'-3" R3 UL-UNDERWRITERS LABORATORIES, INC. 116 BED F1 B1 W1 W1 W1 W1 Cl 8'0" FLUSH WOOD DOORS: BASE GENERAL NOTES: UL 9 FIRE TESTS OF WINDOW ASSEMBLIES 1. ALL TILE BASE TO BE TOP -SET WITH ELASTOMERIC SEAL SEPARATOR FROM WALL 117 CLOSET F1 B1 W1 W1 W1 W1 Cl 8'-0" 118 BATH F2 B2 W3/WC1 W3/WC1 W3/WC1 W3IWC1 C2 8'-0" R1,R3 UL10B TIRE TESTS OF DOOR ASSEMBLIES TO FLOOR 2. PAINTED WOOD BASE TO BE 7.25" HIGH UNLESS OTHERWISE NOTED 119 BATH F2 B2 W3IWC1 W3/WC1 W3IWC1 W3IWC1 C2 8'-0" R1,R3 NFPA-NATIONAL FIRE PROTECTION ASSOCIATION 120 LINEN F1 B1 W1 W1 W1 W1 Cl 8'-0" B� MATERIAL: MDF/WOOD MOST RECENT EDITIONS ADOPTED BY THE AHJ 121 BED F1 B1 W1 W1 W1 W1 Cl 8'-0" FLUSH WOOD DOORS: FINISH: PAINTED NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES HEIGHT/PROFILE: .5" X 7.25" WITH EASED EXPOSED EDGE 122 CLOSET F1 B1 W1 W1 W1 W1 Cl 8'-0" 123 F1 B1 W1 W1 W1 Cl NFPA 101 LIFE SAFETY CODE FLEX W1 NFPA 252 FIRE TESTS OF DOOR ASSEMBLIES 124 GALLERY F1 B1 W1 W1 W1 W1 Cl 8'-0" R2 B2 MATERIAL: PORCELAIN TILE FINISH: RECESSED- SEE DETAIL VA101 REMARKS: AMMA-AMERICAN ARCHITECTURAL MANUFACTURES ASSOCIATION: R1 SHOWER TILE BASE AND WALLS FULL HEIGHT SCHLUTER-KERDI WATERPROOF MEMBRANE (OR EQUAL) WALLS ALUMINUM STORE FRONT: R2 STAINED EXPOSED GLU-LAM BEAM AAMA SFM 1-14 ALUMINUM STORE FRONT AND ENTRANCE MANUAL R3 36" PORCELAIN TILE WAINSCOT AT PRIMARY BATHROOM AND WATER CLOSET AMMA 611-14 VOLUNTARY STANDARDS FOR ANODIZED ARCHITECTURAL R4 FURRED CEILING AT FREESTANDING TUB ALUMINUM W1 MATERIAL: PAINTED GYPSUM BOARD AMMA 3605-17A VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS GYPSUM BOARD: LEVEL 4- LIGHT ORANGE PEEL AND TEST PROCEDURES FOR SUPERIOR PERFORMING ORGANIC PAINT: SHERWIN WILLIAMS -PROMAR (OR EQUAL) GENERAL NOTES: COATING ON ALUMINUM EXTRUSIONS AND PANELS FINISH: PAINTED GLOSS LEVEL 3 1. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES IN ANY FINISHES NOT NOTED OR ON THIS SCHEDULE, OR ANY ITEMS WHERE ADDITIONAL INFORMATION IS NAAMM-NATIONAL ASSOCIATION OF COLOR: AS SELECTED BY OWNER REQUIRED. ARCHITECTURAL METAL MANUFACTURERS: 2. CONTRACTOR TO ENSURE ALL SUB -SURFACES ARE PREPARED TO ACCEPT THE FINISHES AS REQUIRED BY THE REFERENCED STANDARDS W2 MATERIAL: PORCELAIN TILE 3. COORDINATE LOCATIONS OF ALL SMOKE DETECTORS, FIXTURES, MECHANICAL GRILLES ETC. WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS. HOLLOW METAL DOORS: HMMA 810-09 HOLLOW METAL DOORS TILE COLOR: AS SELECTED BY OWNER 4. CONTRACTOR TO PROVIDE MINIMUM (1) QUART OF PAINT FOR EACH FINISH/COLOR TO OWNER IN CLEAN, SEALED CONTAINER INDICATING COLOR, COLOR MIXTURE, SHEEN HMMA 850-14 FIRE RATED HOLLOW METAL DOORS AND FRAMES APPLICATION: FULL HEIGHT TILE OVER KERDI/SCHLUTER AND GENERAL LOCATION INFORMATION CLEARLY MARKED ON THE CONTAINER. WATERPROOFING SYSTEM (OR EQUAL) 5. CONTRACTOR TO PROVIDE MINIMUM ONE BOX OF EACH TYPE OF FLOOR/WALL TILES INSTALLED GROUT: 1/8" GROUT LINES 6. WHERE MORE THAT ONE MATERIAL IS CALLED OUT, REFER TO INTERIOR ELEVATION, FLOOR PLANS AND ELEVATIONS FOR CLARITY. GYPSUM ASSOCIATION GA-214-96: COLOR: AS SELECTED BY OWNER LEVEL TYPICAL LOCATIONS W3 MATERIAL: PAINTED GYPSUM BOARD LEVEL 0 TEMPORARY BARRICADES -UNFINISHED GYPSUM BOARD: LEVEL 4- LIGHT ORANGE PEEL LEVEL 1 SMOKE PARTITIONS, PLENUMS, SERVICE CORRIDORS AND AREAS NOT PAINT: SHERWIN WILLIAMS -PRE-CATALYZED EPDXY (OR EQUAL) TYPICALLY SEEM BY PUBLIC FINISH: PAINTED GLOSS LEVEL 3 LEVEL 2 WATER RESISTANT GYPSUM BACKING AS SUBSTRATE FOR TILE, GARAGES, COLOR: AS SELECTED BY OWNER WAREHOUSE STORAGE OR SIMILAR AREAS. LEVEL 3 AREAS WHERE HEAVY TEXTURE IS APPLIED OR HEAVY DUTY WALL COVERINGS OR WALL PANELS APPLIED WAINSCOT LEVEL 4 AREAS WHERE LIGHT GRADE WALL COVERINGS APPLIED OR LIGHT TEXTURES APPLIED LEVEL 5 AREAS OVER NON -TEXTURED SURFACES ( SMOOTH FINISH) WC1 MATERIAL: PORCELAIN TILE TO 36" HIGH -GLOSS FINISHES AND WHERE CRITICAL LIGHTING OCCURS EDGES: SCHLUTER JOLLY TRIM AT CORNERS AND CAP COVE: SCHLUTER DILEK COVE MASTER PAINTERS INSTITUTE: COLOR: AS CHOSEN BY OWNER FINISH LEVEL DESCRIPTION GLOSS LEVEL 1 MATTE FINISH -FLAT GLOSS LEVEL 2 HIGH SIDE SHEEN FLAT FINISH CEILINGS GLOSS LEVEL 3 EGGSHELL FINISH GLOSS LEVEL 4 SATIN FINISH GLOSS LEVEL 5 SEMI -GLOSS FINISH GLOSS LEVEL 6 GLOSS GLOSS LEVEL 7 HIGH GLOSS MATERIAL: PAINTED GYPSUM BOARD GYPSUM BOARD: LEVEL 4- LIGHT ORANGE PEEL PAINT: SHERWIN WILLIAMS -PROMAR (OR EQUAL) FINISH: PAINTED GLOSS LEVEL 3 COLOR: AS SELECTED BY OWNER C2 MATERIAL: GYPSUM PAINTED BOARD GYPSUM BOARD: LEVEL 4- LIGHT ORANGE PEEL PAINT: SHERWIN WILLIAMS -PRE-CATALYZED EPDXY (OR EQUAL) FINISH: PAINTED GLOSS LEVEL 3 COLOR: AS SELECTED BY OWNER a studio arch itectural-p I anning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW 0 0 6 7 8 20105002 REGISTE ACHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 F_ = Q 1-0 04 Q Q U00 Q OZ' LU Z 0 0:. Q wOoN I Z Q V 0 z J z 0 Q < 0 = v� o, 7- a,Q � ��0 o � .O r � 00 Z V z � oN.ZQ V) Q 00 O o w Z LU ry owner approval initials I date I phase project information project no: 22040.AK dwg file: A601-22040.DWG drawn by: KLR checked by: drawing scale: 1/4" = 1'-0" date: JUNE 12,2023 sheet name FINISH SCHEDULE sheet number A RESUB 601 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DOOR TYPES O= TEMPERED GLASS DOOR SCHEDULE DOOR FRAME yin nirn \/4RIGC yin nirn _..... 12'-0" O O O F> F> A B > DC-- — — — D E BUILDERS HARWARE MANUFACTURER'S ASSOCIATION HARDWARE GROUPS: (BHMA) HARDWARE FUNCTIONS. GROUP200 PANEL F75 PASSAGE LATCH: LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE AT ALL TIMES. 3 EA HINGES F76 PRIVACY LOCK: LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE. OUTSIDE LEVER LOCKED 1 EA LATCHSET FUNCTION 109 BY PUSH BUTTON INSIDE AND UNLOCKED BY EMERGENCY KEY FROM OUTSIDE OR ROTATING LEVER 1 EA DEADBOLT FUNCTION E2152 FROM INSIDE. 1 EA SLIDE BOLT AT FLOOR F109 ENTRANCE LOCK: TURN/PUSH BUTTON LOCKING: PUSHING AND TURNING BUTTON 1 EA SLIDE BOLT AT CEILING DISENGAGES OUTSIDE LEVER, REQUIRING USING OF KEY UNTIL BUTTON IS MANUALLY UNLOCKED. 1 EA WEATHERSTRIPPING PUSH-BUTTON LOCKING: PUSHING BUTTON DISENGAGES OUTSIDE LEVER UNTIL UNLOCKED BY KEY OR BY TURNING INSIDE LEVER. DISENGAGES OUTSIDE SPINDLE FROM LATCH WHEN LOCKED. PANEL 2 E2152 DEADBOLT: DEAD BOLT OPERATED BY KEY FROM OUTSIDE AND TURN UNIT FROM INSIDE. BOLT 3 EA HINGES AUTOMATICALLY DEAD LOCKS WHEN FULLY THROWN. 1 EA WEATHERSTRIP SET 1 EA FIXED- LATCH 1 EA SLIDE BOLT AT FLOOR 1 EA SLIDE BOLT AT CEILING 1 EA WEATHERSTRIPPING PANEL 3 EA HINGES 1 EA LATCHSET FUNCTION 76 1 EA DEADBOLT FUNCTION E2152 1 EA SLIDE BOLT AT FLOOR 1 EA WALL STOP PANEL 2 3 EA HINGES 1 EA WEATHERSTRIP SET 1 EA FIXED- LATCH 1 EA WALL STOP pi nn GROUP 110 1 EA LATCHSET 3 EA HINGES 1 EA LATCHSET FUNCTION F75 1 EA WALL STOP GROUP 120 1 EA LATCHSET 3 EA HINGES 1 EA LATCHSET FUNCTION F76 1 EA WALL STOP GROUP 130 1 EA BAR PULL AND RECESSED FINGER PULL 1 EA WALL STOP 1 EA BARN DOOR HARDWARE- WALL MOUNTED GROUP 140 1 EA WEATHERSTRIPPING 1 EA MANUFACTURER LATCH- FUNCTION F109 GROUP 150 ]_1►140 3 EA HINGES 1 EA LATCHSET FUNCTION 75 1 EA DEADBOLT FUNCTION E2152 1 EA SLIDE BOLT AT FLOOR 1 EA WALL STOP DETAILS 0- Q � J Q O ❑ 2 U' W � Q Z_ z Q _J W W O O a (D z O O Q Q Q 2E O X O 0 II a_ c11 co 0 0 0 0 = HEAD JAMB 1 JAMB 2 U_ U_ REMARKS 106A 106 C P - WD P 100 3/A501 3/A501 3/A501 P WD 106B 106 F P VINYL F 140 107A 107 B S WD P 130 3/A501 3/A501 3/A501 R1 108A 108 B S WD P 130 3/A501 3/A501 3/A501 R1 109A 109 C P - WD P 150 3/A501 3/A501 3/A501 P WD 111A 111 A S WD P 110 3/A501 3/A501 3/A501 P WD 112A 112 A S WD P 120 3/A501 3/A501 3/A501 P WD 114A 114 A S WD P 120 3/A501 3/A501 3/A501 P WD 115A 115 B S WD P 130 3/A501 3/A501 3/A501 - - R1 116A 116 A S WD P 110 3/A501 3/A501 3/A501 P WD 117A 117 A S WD P 110 3/A501 3/A501 3/A501 P WD 118A 118 A S WD P 120 3/A501 3/A501 3/A501 P WD R4 119A 119 A S WD P 120 3/A501 3/A501 3/A501 P WD R4 121A 121 A S WD P 120 3/A501 3/A501 3/A501 P WD 122A 122 A S WD P 110 3/A501 3/A501 3/A501 P WD 123A 123 E S AL/GL P 140 12/A501 13/A501 13/A501 P WD 124A 124 D P S WD P 200 1/A502 2/A502 3/A502 WD REMARKS: DOOR: R1 DRYWALL RETURNS AT OPENING FOR BARN DOORS MATERIAL: WD WOOD AL/GL ALUMINUM/GLASS FINISH: P PAINTED C1173ARAC. AL ALUMINUM W WOOD FINISH: P PAINTED GENERAL NOTES: PANEL2 3 EA HINGES 1. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT 1 EA WEATHERSTRIP SET THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 1 EA FIXED- LATCH 2. GLASS AND GLAZING SHALL COMPLY WITH IBC CHAPTER 24. 1 EA WALL STOP 3. MAXIMUM EFFORT TO OPERATE DOORS: EXTERIOR - 5.0 LBS INTERIOR - 5.0 LBS FIRE DOORS - 15.0 LBS 4. VERIFY ALL DOOR FRAME THROAT SIZES WITH FINISHED WALL THICKNESS PRIOR TO ORDERING FRAMES. 3'-6" 100 v 5-0" v ol 5-0" 91:1:8:TIM1:1100101:1,y_1011119ATI TAIx.�y:r:140:r_AT1=11►r_199061TJADIMW. 3AI 4. ALL HAND ACTIVATED DOOR OPENING HARDWARE AT LATCHING OR LOCKING DOORS ON THE ACCESSIBLE PATH OF TRAVEL SHALL BE OPERABLE WITH SINGLE EFFORT LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. WINDOW TYPES OT =TEMPERED GLASS tfl Efl Ifl S BB AA a studio architectural -planning 1771 e flamingo rd, 218b las vegas, nv 89119 p:702.478.8802 revisions/addenda mark date comment 0 3/18/24 PLAN REVIEW 02 5/15/24 PLAN REVIEW A\ A A 8 20105002 REGISTE ARCHIT CT KEVIN LEE REISCH STATE OF WASHINGTON 05/15/2024 Z 0 2 C) Un w Q � p Z Z Q Q � Z Q 0 v�i Q Qi O z w ry 1-0 00 (>� � Z O L U 0 c-1 CD Q V c) J Z CD _ CD of a 11q_ CD .O 0 Z N IL � Z <O n LU owner approval initials date phase project information project no: 22040.AK dwg file: A601-22040.DWG drawn by: KLR checked by: drawing scale: 1/4" = 1'-0" date: JUNE 12,2023 sheet name WINDOW AND DOOR SCHEDULE sheet number RESUB A602 Jun 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT