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APPROVED BLD-RESUB1 BLD2021-0297+ARCHITECTURE SITE PLAN+5.6.2021_10.58 (3)DIMENSIONS architecture 19730 64TH AVE W, STE 201 and Tannin LYN NWOOD, WA. 98036 p g PHONE: (425) 827-9293 MIKE PERRY, AIA Larson - Thramer Residence 1433 8th PI S Edmonds, WA 98020 Residential Remodel PROJECT INFORMATION ABBREVIATIONS SYMBOLS VICINITY MAP PARCEL INFORMATION PROJECT TEAM SHEET INDEX AB ANCHOR BOLT GA GAUGE NORTH NORTH PROJECT SITE PARCEL ID#: 00565500000500 OWNERS: TONY LARSON & LAURA THRAMER ARCHITECTURAL AC AIR CONDITIONING ACC ACCESS GALV GALVANIZED GC GENERAL CONTRACTOR TRUE NORTH (@ (D LEGAL DESCRIPTION: SEA CREST BILK 000 D-00- LOT 5 1433 8TH PLACE SOUTH EDMONDS, WA 98020 A001 COVER SHEET / VICINITY MAP /GENERAL NOTES ADDL ADDITIONAL GND GROUND PROJECT PHYSICAL ADDRESS: 8TH PLACE SOUTH PHONE: (360) 551-0193 A101 SITE PLAN ADH ADHESIVE GR GRADE NORTH :v 224tn St SW CITY JURISDICTION: CITY OF EDMONDS ZONE: RS-8 AD201 BASEMENT DEMO PLANS ADJ ADJUSTABLE, ADJACENT GWB GYPSUM WALL BOARD PROJECT NORTH UNDERLAY: N/A ARCHITECT: DIMENSIONS, INC. AD202 MAIN FLOOR DEMO PLANS ACST ACOUSTICAL DESIGN CRITERIA 19730 64TH AVE W, SUITE 201 A201 BASEMENT FLOOR PLAN ACT ACOUSTICAL CEILING TILE HB HOSE BIB LYNNWOOD, WA 98036 A202 MAIN FLOOR PLAN ABV ABOVE HC HOLLOW CORE ROOF SNOW LOAD: 25 PSF PHONE: (425) 827-9293 A203 ROOF PLAN AF ABOVE FLOOR HDR HEADER X X BUILDING SECTION X.X X.X SEISMIC CATEGORY: D1 WIND SPEED: 85MPH / 100 MPH CONTACT: JEREMY SMITH A301 BUILDING ELEVATIONS AFF ABOVE FINISHED FLOOR HDW, HDWR HARDWARE TEMP: 27' WINTER / 50' MEAN A401 BUILDING SECTIONS AL ALUMINUM HORIZ HORIZONTAL < ASSUMED SOIL BEARING: 1500 PSF AS201 FRAMING PLANS ALT ALTERNATE HT HEIGHT X FULL WALL SECTION FROST DEPTH: 18" CRITICAL AREA: N STRUCTURAL: JEFF GOODWIN AS202 FRAMING DETAILS ANOD ANODIZED HTR HEATER X.X HISTORIC DISTRICT: N JEFFGO@MCKINSTRY.COM APT APARTMENT HVAC HEATING, VENTILATING AND STEEP SLOPE: N ARCH ARCHITECT, ARCHITECTURAL AIR CONDITIONING ATTN ATTENTION HW HOT WATER X PARTIAL WALL SECTION 225th 01 SW SITE SERVICES AVG AVERAGE HWT HOT WATER TANK X.X WATER OLYMPIC VIEW WATER DIST — SEWER PRIVATE - SEPTIC TANK B/ BOTTOM (OF) INSL INSULATION I I ELECTRICAL PUD #1 BDRM, BR BEDROOM INT INTERIOR X DETAIL CALLOUT X.X a ?z5rh F GAS PUGET SOUND ENERGY BEL BELOW I I o APPROVED BTW BETWEEN JST JOIST BLDG BUILDING JT JOINT PLANS MUST BE GENERAL NOTES BUILDING INFORMATION BLK/BLKG BLOCK/BLOCKING XX ELEVATION TAG BLT-IN BUILT-IN KIT, KITCH KITCHEN ON JOB SITE BM BEAM, BENCH MARK • DO NOT SCALE DRAWINGS PRIMARY USE: SINGLE FAMILY BTM BOTTOM LA, LARCH LANDSCAPE ARCHITECT B • CONSULT THE ARCHITECT REGARDING ANY OCCUPANCY: R-3 BS BOTH SIDES LAM LAMINATE o ERRORS, OMISSIONS OR CHANGES ON PLANS CONSTRUCTION: VB BSMT BASEMENT LAV LAVATORY ° o,o A INTERIOR ELEVATION TAG BEFORE PROCEEDING WITH THE WORK. SPRINKLERED: N LOC LOCATE, LOCATION COMPLY WITH ALL APPLICABLE CODES, GROSS FLOOR AREA: 2,120 SF CitEdmonds CAB CABINET LR LIVING ROOM ORDINANCES, REGULATIONS, LAWS, STANDARDS, yof CB CATCH BASIN LWC LIGHT WEIGHT CONCRETE ROOM CUSTOMS AND CRITERIA. PROPOSED HEIGHT: NO CHANGE CIR CIRCLE 000 ROOM TAG UNLESS OTHERWISE NOTED, PLAN DIMENSIONS MAX HEIGHT: +25' ABOVE AVG GRADE Building Department CL CENTER LINE MATL MATERIAL 0000 SF ARE TO NOMINAL SURFACE OF MASONRY, FACE OF (PER CODE REF) CLG CEILING MECH MECHANICAL CONCRETE WALLS, FACE OF STUDS AT INTERIOR ABOVE GRADE STORIES: 1 CLO CLOSET MTD MOUNTED AND EXTERIOR WALLS. BELOW GRADE STORIES: 1 APPROVED Plans COL COLUMN MTL METAL 1 ELEVATION KEYNOTE . VERIFY DIMENSIONS BEFORE PROCEEDING WITH CONIC CONCRETE WORK. (NOTIFY ARCHITECT OF ANY CPT CARPET (N) NEW DISCREPANCIES). CMU CONCRETE MASONRY UNIT CONT CONTINUOUS NIC NOT IN CONTRACT NO, # NUMBER X WALL AND FLOOR KEYNOTE • VERIFY ALL ROUGH DIMENSIONS. VERIFY ALL SIZE AND LOCATION OF AND PROVIDE DESCRIPTION OF WORK ALL WORK SUBJECT SITE INFORMATION CONTR CONTRACTOR NTS NOT TO SCALE ALL OPENING THROUGH FLOORS AND WALLS, SITE AREA: 11,326 SF CW COLD WATER FURRING, CURBS, ANCHORS, INSERTS AND ROUGH 1) ADD AN EGRESS WINDOW INTO BASEMENT TO FIELD 0/ OVER 0-- KEYNOTE BUCKS/BACKING FOR SURFACE -MOUNTED ITEMS. SETBACKS: OFFICE. DBL DOUBLE OC ON CENTER • VERIFY GRADES SHOWN ON DRAWINGS STREET 25'-0" 2) REMOVE EXISTING WINDOWS AT FRONT FACADE INSPECTION F O R DEG DEGREE DEMO DEMOLISH OH OVERHEAD OPNG OPENING • VERIFY ALL LOCATION OF ALL UTILITIES BEFORE PROCEEDING WITH WORK. SIDE 7 1/2'-0" REAR 15'-0" AND REPLACE WITH LARGER GLAZING AREA. CODE COMPLIANCE 3) ADD STRUCTURAL BEAMS IN DINING ROOM AND DH DOUBLE HUNG OPP OPPOSITE 001 DOOR TAG • VERIFY WITH OWNER ALL LANDSCAPING TO AVERAGE GRADE: 303.96' (REFER TO A-101) KITCHEN AREAS TO ALLOW FOR CREATION OF DIA DIAMETER REMAIN, TO BE REMOVED OR TO BE RELOCATED. VAULTED CEILING AT THOSE LOCATIONS. DIM DIMENSION PL PLATE, PROPERTY LINE • REPETITIVE FEATURES ARE OFTEN DRAWN ONLY MAX BUILDING HT: 25-0" (NO CHANGE) 4) REMODEL MASTER SUITE, ADD WALK-IN CLOSET DN DOWN PLAM POLY LAMINATE O WINDOW TAG ONCE AND SHALL BE COMPLETELY PROVIDED AS IF AND RECONFIGURE MASTER BATH DR DOOR PLY, PLYWD PLYWOOD DRAWN IN FULL MAX LOT COVERAGE: 35% (NO CHANGE) 5) KIT N O OBTAIN ELECTRICAL DS DOWN SPOUT PT PRESSURE TREATED • COORDINATE ALL NON INDICATED OR SPECIFIED 6) REPLACE RAILING AT FRONT OF ENTRY, PERMIT FROM DTL DETAIL WD1 FINISH TAG ITEMS WITH OWNER INCLUDING BUT NOT LIMITED EXISTING CONCRETE STAIRS TO REMAIN STATE LABOR & DWG DRAWING QTY QUANTITY TO FINISHES, COLORS, HARDWARE, FIXTURES, 7) RELOCATE EXTERIOR DOOR AT KITCHEN DWP DRYWALL PAINTED SWITCHES, OUTLETS, PHONE JACKS AND CABLE EXTEND DECK TO ACCOMMODATE ACCESS INDUSTRIES RD ROOF DRAIN OUTLETS. EA EACH REV REVISION REVISION CLOUD • WINDOW HEADERS TO MATCH HEIGHT OF DOORS. EJ EXPANSION JOINT RO ROUGH OPENING REVISION INDEX APPLICABLE CODES PROJECT GRAPHICS EL, ELEV ELEVATOR, ELEVATION REQ'D REQUIRED ELEC ELECTRICAL EM, EMER EMERGENCY S&V STAIN AND VARNISH 400' NEW SPOT ELEVATION ® DATE DESCRIPTION 2018 INTERNATIONAL RESIDENTIAL CODE ENT ENTR ENTRY ENTRANCE S&S STAIN AND SEAL 250' (EXIST) 2018 INTERNATIONAL MECHANICAL CODE Al 4.30.2021 EQ EQUAL SCT SECTION CITY COMMENTS 1 2018 UNIVERSAL PLUMBING CODE EXIST, (E) EXISTING SIM SIMILAR 2018 INTERNATIONAL FIRE CODE STC SOUND TRANSMISSION PROPERTY LINE 2018 INTERNATIONAL EXISTING BUILDING CODE FAR FLOOR AREA RATIO COEFFICIENT 2019 NATIONAL ELECTRICAL CODE FD FLOOR DRAIN STRL STRUCTURAL 2018 WSECR WASHINGTON STATE ENERGY CODE FE FIRE EXTINGUISHER A GRID LINES City Of Edmonds FFE FINISH FLOOR LINE TC, TOC TOP OF CURB, CONCRETE (PRESCRIPTIVE II FROM WSEC) FIN FINISH TP TOP PLATE Building Department FIX, FIXT FIXTURE TW, TOW TOP OF WALL I MAX. GLAZED AREA: 30% FL, FLR FLOOR TYP TYPICAL MAX. GLAZED U-VALUE: .30 Work REMODEL FND, FNDN FOUNDATION MAX. OVERHEAD: .50 FOC FACE OF CONCRETE UNF UNFINISHED ELEVATION ELEVATION CALLOUT MAX. DOOR U-VALUE: .37 Address 1433 8TH PL S FOF FACE OF FINISH UNO, LION UNLESS NOTED OTHERWISE 00, MIN. INSULATION CEILING: R-49/R-38ci ----E Owner CARSRBON-THRAMER FOS FACE OF STUD MIN. INSULATION WALLS: R-21 FR FIRE RESISTANT W/ WITH TEXT TEXT LEADER �i MIN. INSULATION FLOORS: R-38 -------------- Approved Date 5/19/2021 FPL, FP FIREPLACE W/0 WITHOUT MIN. INSULATION SLAB ON GRADE: R-10 _== = XCCIP/11( �16��JMW RES U B FOIC FURNISHED BY OWNER WH WATER HEATER Building Official INSTALLED BY CONTRACTOR WD WOOD NOTE; ._____ May 06 2021 FUR, FURR FURRING WDW WINDOW SEE SHEET A-301 FOR U-FACTOR AREA -WEIGHTED Permit Number BLD2021-0297 CITY OF EDMONDS FURN FURNITURE, FURNISH WP WATER PROOF AVERAGE CALCULATIONS FOR FENESTRATION. DEVELOPMENT SERVICES DEPARTMENT WR WATER RESISTANT O ro 0)�z z 0 0 0 00 O Cr, C N J 0) 0 N O O N N z N WC � LL U C co U a> rn L IN M N O O Q co N r N O N ��5091 I I J Q w z O U 0 ZD U No � a> �a �a � a w N N O C) 00 E 0-)�� Q t= c6 � �a oaa vi 9 N `sa° C: p z c E aw z � o �N � O LL W w z c'o w w J O � V U w (� =tea O J 3 E Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 0 4.30.2021 w 06 z O U) W v Im x ai ,= 00 4� pMC MC E ad w O ~ w CO ZD A-001 O W U a J 00 26'-7" -296' d A +296- .- p °p d p ' I d d p I d . d p .pd d pd d.l ° ?d d d p p p CO p � I N, 11p dl (E) DRIVEWAY & p d p d`I p PORCH 587 SF d p° d _ �I d 1 4, ° d�p d d —296.5' 4 d d p C? ' dp � I pl DN (E) SIDE 1 p SEWER/ -298- (E) LEAN OUT ---' 1 I I I / 25'-0" 1 / JIRCCI JCID/1UN I / D +298' I/ -298' L I 22'-0" 28'-4" (E) DS-7DEC SF DN EXISTING RESIDENCE 2120 SF 1433 8TH PL S PARCEL # 00565500000500 ) IDS � i o L (N) WINDOW WEB (E) CHIMNEY o O O M 40'-4%" 7'-5%" �302' q 0 r C p d B +303' I LINE OF ROOF ABOVE I 00 N Site Plan Notes 1) EXISTING IMPERVIOUS AREAS TO REMAIN, NO NEW COVERAGE PROPOSED OR IMPLIED. 2) EXISTING HOUSE FOOTPRINT TO REMAIN, NO INCREASE PROPOSED OR IMPLIED. 3) EXISTING SERVICES TO REMAIN, CONTRACTOR RESPONSIBLE FOR SHUT OFF / TURN ON AS NEEDED DURING COURSE OF WORK PERFORMED. 4) NO SIGNIFICANT TREES TO BE REMOVED OR DAMAGE, CONTRACTOR TO PROTECT AS NEEDED. 5) NO ALTERATIONS TO EXISTING LANDSCAPE, SLOPE, OR GRADING PROPOSED OR IMPLIED. Height Calculations A: +296' B: +303' C: +302' D: +296' TOTAL = 1197' / 4 AVG GRADE = 299.25' ACTUAL HT: 315.5' MAXIMUM HT: 324.25' (AVERAGE GRADE +25') Structural Lot Coverage LOT AREA: 11325 SF RESIDENCE: 2120 SF DRIVEWAY & PORCH: 587 SF PATIO: 531 SF DECK: 51 SF TOTAL = 3289 SF / 11325 SF = (29%) LOT SLOPE: 10° (17.6%) 160'-0" . 7- — — 7 — � — — — — —7---7— Uj �e I CO CO F— C/) U' I I II I \ \ 11 C14 co C*4 I 1 I I ii I I II co a0 O_ N_ �_ co M co co M M M M M M I I II I I II II I I I I I I I I II I I I I I I II I I I I I I I I► I I I '1 I I II I I 15' 0" REARITBK I I I I I I I I I II I I I I I I L� I I I �oCO 160'-0" O 00 V) z 0) z 0 0 0 00 O Cr, C N C J 0) 0 N O O N N Z +� N N� x W U C � LL °? U 4) CO L N - 000 co Q N 0) N O N N5506\REGI STERETD ARCHITEC HAEL C. PER STATE OF WASHINGTO J Q W z O U 0 U �o a a .� N oa 8 U) L.L O� _ >^ E a _� o oT - +� U) w (� -0 yea o L -0 w o�w `^ O �U Z i ,^ V^J, M COU Q Z O W zwo (n V 'L m `off C) W Tea �o L NO� off E � 'o E L o8, 3 Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 0 4.30.2021 W 06 z O NW L.L W J H H W W U) Site Plan Scale: 1 "=10'-0" RESUB MN H2021 NDS DEV LOP RVICES NT Z w w co General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION. 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 9. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 Wall Legend EXISTING WALL TO REMAIN NEW WALL PARTIAL HEIGHT WALL EXISTING WALL TO DEMOLISHED Key Notes Mark Description 10 REMOVE PORTIONS OF EXISTING WALL TO CREATE PORTAL IN FRAMING FOR NEW WINDOW OPENING O2 SAWCUT ROUGH OPENING FOR NEW EGRESS WINDOW PER PLAN, VERIFY 12" MIN CONCRETE ABOVE ROUGH OPENING. VERIFY R.O. SIZE PER WINDOW MANUFACTURER O3 (E) PARTIAL HEIGHT WALL TO REMAIN ® (E) BEAM ABOVE TO REMAIN O5 REMOVE AND DISCARD (E) WINDOWS © REMOVE EXISTING WINDOW FRAMING AND WALL AS INDICATED, VERIFY FRAMING REQUIREMENTS WITH NEW WINDOW MFR O7 EXISTING SOFFIT TO REMAIN 0 00 (Az 0) z 0 0 0 00 O Cr, C N C J 0) LAI0 N 00 N +� N z C 7 � Wa,, U c C � LL �? U a> m CO rn L N O o0 Q co N r N rn N J Q w U) z O U_ U) Of ZD U - a To .� 4_0 N oa 0 0 � E rn = N N Q Nd Lo - - _ 0 Q�U Z 00 U 5 Z Z � O z-z w C:��� W o �w zoo J O EVe o _3 0 V U w ��a O L .- E 'o E a oo. 3 Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 Al 4.30.2021 w 0 06 z 0 U) w _ ,O O w J � ~ w w MM W 0 Cni Basement Demolition Plan Scale: 1 /4"=V-0" NORTH (r RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ZD z w 2�AD-201 1U)i General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION. 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 9. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 Wall Legend EXISTING WALL TO REMAIN NEW WALL EXISTING WALL TO DEMOLISHED Key Notes Mark I Description 10 (E) ATTIC ACCESS TO REMAIN O2 DEMO ALL KITCHEN APPLIANCE, CABINETRY, AND FLOOR FINISH MATERIAL - SALVAGE ALL CIRCUITS, SUPPLY LINES, DRAINS LINES AND UTILITY FEEDS FOR REUSE O3 DEMO (E) INTERIOR WALLS ® REMOVE (E) INTERIOR DOORS AND DISCARD OR REUSE PER OWNER O5 REMOVE AND DISCARD (E) WINDOWS © REMOVE EXISTING WINDOW FRAMING AND WALL AS INDICATED, VERIFY FRAMING REQUIREMENTS WITH NEW WINDOW MFR O7 DEMO (E) BATHROOM CABINETRY, SALVAGE OR DISCARD PER OWNER ® DEMO (E) PLUMBING FIXTURES, REUSE ALL DRAIN AND SUPPLY LINES, RELOCATE AS NEEDED - VERIFY REUSE OR DISCARD ON ALL FIXTURES O9 NOT USED 10 DEMO (E) INTERIOR STAIR RAILING, PREP SURFACES FOR NEW RAILING 11 REMOVE (E) EXTERIOR DOOR AND DISCARD, INFILL DOOR R.O. PER PLAN 12 DEMO (E) EXTERIOR STAIR RAIL AND DECK TRIM, PREP DECK AND RAIL FOR EXTENSION PER PLAN 13 DEMO ROUGH OPENING IN EXTERIOR WALL FOR NEW DOOR, VERIFY R.O. REQUIREMENT WITH DOOR MFR 14 (E) BEAM ABOVE TO REMAIN 15 (E) FAUX BEAM RAFTER TAILS TO REMAIN 16 REPLACE EXISTING DOOR W/ NEW, OWNER SUPPLIED 17 REMOVE AND REPLACE EXISTING RAILING O 00 (Az 0) z 0 0 0 00 O Cr, C C N J 0) 0 N O O N N z �N Wa, C� m LL U �? C m CO U a> C rn r M N O o0 Q co N r N rn N "E�1@WrIlN41L J Q w U) z O U_ U) Of ZD 0 U mo � a> �a .� 4-d N �L o C) =� E rn �� Q t= oaa (� vi 9 N yea `sa° � 0 z �„� CO aw U Z � O ocw W w Zwo V U w =tea G O J �_3 rn0 E T L Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 0 4.30.2021 w 06 z 0 U) w L = 0 O 0 ■_ O w w w Cni Main Floor Demolition Plan Scale: 1 /4"=V-0" RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3'-011 Windows used for emergency egress shall conform to the requirements set forth in 2018 IRC Section : R310. Specifically Section 310.2.3 Window Wells and Section R310.2.3.2 which addresses the drainage of the window well. : a .ally °° A. ea a d. a IIII d° III —III- Window Well Section PREMANUFACTURED WINDOW O(ELL, INSTALL PER MFGR GRADE BEYOND GRADE f= WASHED GRAVEL Scale: 1l2"=V-0" NOTE (1) IRC SECTION R310 EMERGENCY ESCAPE AND RESCUE IRC R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 SF, WITH A HORIZONTAL PROJECTION AND WIDTH OF 36". THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. NOTE (2) IRC SECTION R314 SMOKE ALARMS R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR THE NEW DWELLING. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION. R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. NOTE (3) IRC SECTION R315 CARBON MONOXIDE ALARMS R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. WHERE ALTERATIONS, REPAIRS AND ADDITIONS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. R315.3 LOCATION. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. R315.4 COMBINATION ALARMS. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF CARBON MONOXIDE ALARMS. R315.5 ITERCONNECTIVITY. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R315.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF CARBON MONOXIDE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS AR INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION. 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 9. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 Wall Legend EXISTING WALL TO REMAIN a ' . EXISTING CONIC WALL TO REMAIN NEW WALL PARTIAL HEIGHT WALL Key Notes Mark Description 1O (E) BEAM ABOVE TO REMAIN O2 (N) EGRESS WINDOW PER CODE -REFER TO ELEVATIONS AND WINDOW () (N) EGRESS WINDOW WELL, SEE NOTE (1) 4 (N) R GH 0 ENING �(E)CNCRE NDATION WALL - VERIFY ROUGH ENIN / EG OW MFR O5 (N) WINDOW - REFER TO ELEVATIONS AND WINDOW SCHEDULE (E) WALL INTERIOR TO FOUNDATION TO REMAIN (E) WINDOW TO REMAIN (E) SOFFIT TO REMAIN O9 (N) SMOKE ALARM, SEE NOTE�(2) 10 (N) CARBON MONOXIDE ALARM, SEE NOTE (3) RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 ro 0)/I^^ VIA z 0 0 0 00 O Cr, C N J 0) LAI0 N 00 N +� N z W U C L � � U Q CO > IA L IN N O o0 Q co N r N rn N 1.REGISTERED -Vf l', I J Q w z 0 U_ U) ZD Um o 45- � a> .� o �oa E rn = N Q No 0 Q�U z U 5 Z Z m O z-z w � W o �w ��� zoo J 0 o _3 0 U) U w Tea 0 mo a o .3 Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 Al 4.30.2021 w 0 06 z 0 U) w Basement Floor Plan Scale: 114"=V-0" A-201 NOTES: GUARDRAILS SHALL BE DESIGNED TO RESIST A 200 LB CONCENTRATED LOAD ON TOP RAIL AND 50 PSF ON ALL GAURDRAIL INFILL COMPONENTS. PER R310.5 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. PER R312.3 r. - .r I Hardware and fasteners in contact with I preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations■ Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- f 8 1 AS202 AS202 HATCHED AREA I INDICAT 14'-11" BECK EX EN ON IEXISTING CANTILEVERED DECK, SEE STRUCTURAL — I I Enlaraed Deck Plan 5 I I C 401 I. I N o; 5 N +I I� UP n A 401 ± 13'-7" AS201 10 KITCHEN IIIIII I (E) BEDROOM 4 IIIIII I IIIII IIIII SD 20 � 3 IIIII IIIII 2 20 2 _ SD co o I Uj z I 21 E BEDROOM DINING ROOM I 15 > I sD 20 z I = 6 2 I I I \\ I I I I I I—J UP cD SID z J 3 2 7 E( ) BATH 18 +I 20 LL w sD 21 C?5 LU �7 u w I� B -� 6 a J 13 w z z > w 1 J N Uj 7 co � II 13 I 14 7 - � 1 z 14 `fl I 9 LIVING ROOM I I (N) WALK-IN I CLOSET Ig I I I I I +I p FIREPLACE L------J I I 11 7'-6" FOS L-- -------------------- — A 1 401 A301 EXISTING CONC STEP TO REMAIN Scale: 1l2"=1'-0" 5 C 401 5 + 4,_8„ 18"BATH � L1617 + 19 1611 20 0 U_ ;_) D MASTER BEDROOM 13 M +I + 231_I� — — — — /�2 5 —L---1 Wall Legend General Notes EXISTING WALL TO REMAIN 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. NEW WALL 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. PARTIAL HEIGHT WALL 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW NOTE (1) IRC SECTION R314 SMOKE ALARMS MANUFACTURERS PRIOR TO FRAMING. R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE INSPECTION. EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM THE NEW DWELLING. PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE R314.3 LOCATION. OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET LOCATIONS: HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT 1. IN EACH SLEEPING ROOM. CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC IMMEDIATE VICINITY OF THE BEDROOMS. R314.3.4 R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN �Key Notes ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES Mark Description SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE 1 (E) BEAM ABOVE TO REMAIN ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE 0 (N) BEAM ABOVE - REFER TO FRAMING PLAN REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED 3 (N) KITCHEN LOWER AND UPPER CABINETS, PER OWNER SELECTION AND ALL ALARMS SOUND UPON ACTIVATION. ® (N) KITCHEN APPLIANCES AND FIXTURES, PER OWNER SELECTION R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL O5 (E) WINDOW(S) TO REMAIN BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. © NEW GUARDRAIL / HANDRAIL, SEE STAIR NOTES NOTE (2) IRC SECTION R315 CARBON MONOXIDE ALARMS R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. 7 NEW INTERIOR STUD WALL - VERIFY FINISH W/ OWNER WHERE ALTERATIONS, REPAIRS AND ADDITIONS REQUIRING A ® RELOCATE / REUSE EXISTING DOOR, VERIFY W/ OWNER PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS (N) WINDOW - REFER TO ELEVATIONS AND DOW HEDULE REQUIRED FOR NEW DWELLINGS. 10 INFILL DOOR OPENING, MATCH EXISTING 2X4 FRAMING W/ R-15 BATT R315.3 LOCATION. INSULATION. PER 503.1.1 #2 CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE E INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, WHERE A FUEL 12 EXTEND (E) GUARD RAIL AND DECK, MATCH EXISTING CONSTRUCTION BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL 3 (N) CLOSET SHELVING AND CLOTHES HANGER PER OWNER'S SELECTION BE INSTALLED WITHIN THE BEDROOM. 14 (N) INTERIOR DOOR, REFER TO DOOR SCHEDULE R315.4 COMBINATION ALARMS. 15 (E) ATTIC ACCESS COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF CARBON MONOXIDE 16 NEW WALK-IN SHOWER, VERY WIDTH AND DEPTH REQUIREMENTS W/ ALARMS. SHOWER MFR, SHOWER SELECTION BY OWNER R315.5 ITERCONNECTIVITY. 17 NEW OR RELOCATE MASTER BATHROOM SINK, VERIFY W/ OWNER WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS 8 NEW BATHROOM VANITY PER OWNER'S SELECTION REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R315.3, THE ALARM 19 NEW OR RELOCATED TOILET, VERIFY W/ OWNER DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF NEW D R, OW ER SUPPLIED THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL 21 NEW SMOKE ALARM, SEE NOTE INTERCONNECTION OF CARBON MONOXIDE ALARMS SHALL (1) NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS AR 22 NEW CARBON MONOXIDE ALARM, SEE NOTE (2) INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. to i r o es R301.5 1. GUARDRAILS SHALL BE DESIGNED TO RESIST A 200 LB CONCENTRATED LOAD ON TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS R312 1. GUARDS SHALL BE LOCATED AT ANY OPEN -SIDED WALKING SURFACE B MORE THAN 30 INCHES ABOVE FLOOR OR GRADE, MEASURED VERTICALLY. t01 R311.7.8 1. LOCATE HANDRAILS 34"-38" ABOVE STAIR NOSING 2. GRASP DIMENSIONS OF HANDRAIL = 1 1/4" TO 2". 3. HANDRAILS SHALL BE CONTINUOUS OR TERMINATE @ NEWEL POSTS R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER EXCEPTION: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIA. RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 00 /I ^^ 0) VIA Z a 0 0 00 O Cr, C CN � J N 0 0 0 N +� N Z �x W U C L � � U a> CO rn L N O o0 Q co N r N rn � "E�ERW11ML NOT\L �Al z O U 0 ZD Um o 45- a> (n N +_0 N 0 oa o 0 CI N N Q Nd __ _ p Q�U z �co E U 5 Z z-z w C: uJ �w co woo U) R N U w �@a O m rn a a o 3 Job #: 2020-16 Drawn: KJH JRS Checked: MCP Sheet Date: 4.30.2021 Submittal: 02.25.2021 0 4.30.2021 w 0 06 z O U) w Main Floor Plan NORTH Scale: 114"=V-0" 10 ZA-202 w w The City of Edmond's has adopted the 2018 IRC. This correct code reference should be r- 2018 IRC Section M1504.3 •'•.•. General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM • PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO • BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER 9. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 Roof Ventilation PER 2018 IRC R806 AREA OF CONDITIONED SPACE / 300 = REQ'D VENTILATION: 622 SQ FT / 300 = 2 SQ FT 2 SQ FT = REQUIRED VENTILATION REQ'D VENTILATION / 2 = MIN. SQ FT @ EAVE & RIDGE: 2SQFT/2=1 MIN. SQ FT @ EAVE & RIDGE 1 SQ FT X 144 = 144 SQ IN 144 MIN. SQ IN @ EAVE & RIDGE 1 - 1 FAVF VFNTS- (4) 2 3/4" 0 HOLES (5.9 SQ IN) = 23.6 SQ IN 144 SQ IN / 23.6 SQ IN = 6 6 - 4-HOLE BIRD BLOCKS RIDGE VENTS: CONT RIDGE VENT = 13.5 SQ IN / FT 144 SQ IN / 13.5 SQ IN = 10.6 FT 11 FT MIN - CONTINUOUS RIDGE VENT 75 SQ FT / 300 = .25 SQ FT .25 SQ FT REQUIRED VENTILATION REQ'D VENTILATION / 2 = MIN. SQ FT @ EAVE & RIDGE: .25 SQ FT / 2 = .125 MIN. SQ FT @ EAVE & RIDGE .125 SQ FT X 144 = 18 SQ IN 18 MIN. SQ IN @ EAVE & RIDGE FAVF VFNTS- (4) 2 3/4" 0 HOLES (5.9 SQ IN) = 23.6 SQ IN 18 SQ IN / 23.6 SQ IN = 1 1 - 4-HOLE BIRD BLOCKS RIDGE VFNT- 6 IN R.O. ROOF JACK = 28 SQ IN / FT 18 SQ IN / 28 SQ IN = 1 1 - 6 IN ROOF JACK NOTE: BIRD BLOCKS CAN BE USED AT RIDGE AS WELL AS EVES, VERIFY EXISTING VENTILATION AT AREAS INCLUDED IN SCOPE OF WORK TO PROVIDE REQUIRED VENTILATION FOR VAULTED CEILINGS. RESUB O 00 (Az 0) z 0 0 0 00 O c C N J W 0 N O O N N z )x x W �? m CO U L IN N O 00 MN r N Q 0) REGISTERED J Q w U) U mo c a > a> `o �a .� 4-d �L o N 0 00-0) =� E �� Q t= �t5 o a n `V y U n Q 6J�lJ g g a a � 0 O Q ci VJ M J U z i W U) Z�Z W w Woo J O p 3 k V/ yam 0�Z5 U a w (� O J 3 of a_ a 3 Job #: Drawn: Checked: Sheet Date: Submittal: 2020-16 KJH JRS MCP 4.30.2021 02.25.2021 AlLU 4.30.2021 0 06 z 0 U) w M FL w 4F p O w w CO Roof Plan Scale: 1 /4"=1'-0" NORTH 0 May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT zA-203 w w licni WINDOW SCHEDULE OSIZE x TYPE MFGR MATERIAL COLOR U- FACT SAFETY GLASS EGRESS REMARKS WIDTH HEIGHT A - 75" VARIES FIXD MILGARD ALUM BRONZE .26 B 36" VARIES FIXD MILGARD ALUM BRONZE .26 MULLED C 72" VARIES FIXD MILGARD ALUM BRONZE .26 MULLED D 36" VARIES FIXD MILGARD ALUM BRONZE .26 MULLED E 72" 36" SLDR MILGARD ALUM BRONZE .32 X F 36" 36" SLDR MILGARD ALUM BRONZE .32 G 72" 36" FIXD MILGARD ALUM BRONZE .26 H 36" 36" SLDR MILGARD ALUM BRONZE .32 NOTE: 1. PER 402.3.1 U-FACTOR AREA -WEIGHED AVERAGE OF WINDOW R.O. SF 2. VERIFY ALL WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ROUGH IN. 3. WINDOW PROVIDER TO FIELD MEASURE ROUGH OPENINGS PRIOR TO PLACING ORDER FOR WINDOWS. U-FACTOR AREA -WEIGHTED AVERAGE CALCULATION, PER WSEC-R 402.3.1 N c WINDOW (A) .26 U-FACTOR X 16.8 SF = 4.4 WINDOW (B) .26 U-FACTOR X 22.8 SF = 5.9 WINDOW (C) .26 U-FACTOR X 40.7 SF = 10.6 WINDOW (D) .26 U-FACTOR X 17.9 SF = 4.7 WINDOW (E) .32 U-FACTOR X 18.0 SF = 5.8 WINDOW (F) .32 U-FACTOR X 9.0 SF = 2.9 WINDOW (G) .26 U-FACTOR X 18.0 SF = 4.7 WINDOW (H) .32 U-FACTOR X 9.0 SF = 2.9 TOTALS U-FACTOR =152.2SF =41.9 41.9 / 152.2 = .28 6'-3" MATCH BELOW N p N 16.8 SF A 6'-0" o c� 18.0 SF 00 c� E 0 �n 3'-0" 6'-0" 01 ao - 22.8 SF B 3'-0" x -I c cY o 9.0 SF 00 0 c� o F C 6'-0" 50 co N 0 LO 60 17.9 SF D 3'-0" 0 cY) 9.0 SF 00 ce) H DOOR SCHEDULE 000 TYPE PANEL SIZE DETAIL MAX. U-FACT HDWR GROUP REMARKS WIDTH HEIGHT SILL HEAD JAMB 101 A 2'-6" 6'-811 - - PAINT TO MATCH EXISTING 102 A 2'-6" 6'-811 - - PAINT TO MATCH EXISTING 103 A 2'-6" 6'-811 - - PAINT TO MATCH EXISTING 00 C0 A INTERIOR SLAB Schedules Scale: 1 /4"= V-0" General Notes 401 1. CONTRACTOR SHALL VERI DRInD Tn rnnnnnrnlrGKAGNl FY ALL EXISTING CONDITIONS T nG Wr)DW 4nln \A/II I INARAGn14TM V 0 00 V Z Q CONT AIRFLOVV— R-21 BA %2" GWI Ridge @Vault n n rrl E W/ I AIR OR LATION AIRFLOW 00 r` BEAM, S SHEETS N 00 Scale: 1 112"=1'-0" BAFFLE W/ 1" AIR GAP FOR SHEATHING VENTILATION (E) ROOFING _ — — MATERIAL — — 2X2 FURRING R-21 BATT AIRFLOW INSL SOFFIT W/ CONT R-15 BATT VENT VERIFY INSL OR (E) SIDING, MATCH� %2" GWB, TYP EXISTING 00 �Eav�e@V�ault........ R-21 BA IN NEW BEA T Beam 0/ Bearing Wall Scale: 1 1 l2"=1'-0" 'r` GOOFING ERIAL 4THING 'LATE TUDS Scale: 1 112"=1'-0" C Building Section 5 Scale: 1l4"=1'-0" r- Required handrail and guards must comply with the requirements set forth in 2018 IRC Section R311.7.8 and Section R312. The structural design should _ rA 2 follow the requirements in table R301.5. If glazing is being used for the guard; 401 401; please refer to IRC Section R308.4.4 2 ,AT BEAM '_._._._._._._._._._._._.-------------------------------------------- LOCATION 4 00 15 FAMILY ROOM BEDROOM � IIIIIIIIIIII—III— I IIIIIIIIIIII—III III —III- A 401 BuildingSection DD DD 00 N 00 �6 MASTER BED OOM 16 '- III III III III 16 : • I �— I 1 I- Scale: 1/4"=1'-0" General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION. 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 9. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 Key Notes Mark Description 0) NEW BEAM, MATCH EXISTING 2 E 2X6 A T LR L VE_LIFY I FI L O3 (N) RAILING AT STAIRWAY PER STAIR CODE O5 (E) BEAM, VERIFY IN FIELD © (E) 2X6 JOISTS, VERIFY IN FIELD O7 (E) 2X10 JOIST FLOOR FRAMING, VERIFY IN FIELD ® (E) CONCRETE FOUNDATION WALL, VERIFY IN FIELD O9 (E) (3) 2X12 BEAM, VERIFY IN FIELD 10 (E) 6X6 WOOD POST, VERIFY IN FIELD 11 FUR BOTTOM OF (E) 2x6 RAFTER W/ 2x2 12 (N) 2x4 STUD WALL 13 REMOVE (E) CEILING FRAMING 14 R-21 BATT INSULATION 15 R-15 BATT INSULATION 16 (E) INSULATION TO REMAIN, REPLACE AS NEEDED RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 00 Z 0) Z 0 0 0 00 O Cr, C N C J 0) N 0 00 N +� N Z �x W U C L � � 2 a> rn L IN N O o0 Q co N r N rn N J Q W U) Z 0 i- U 0 U) ZD U - � a> .� N go oa 0 E rn = Q N� E - - - _ p Q�U Z /^ VJ a) CO U 5 Z z-z w W o �w co�� was U) Toy U w T�a 0 3 a o a o 3 Job #: 2020-16 Drawn: KJH JRS Checked: MCP Sheet Date: 4.30.2021 Submittal: 02.25.2021 0 4.30.2021 w 0 06 Z O_ U) W U) C C0 C Im 13 w J � H �_ 3 H W W 2 Cl) 2E ZD Z F--- A-401 W Building Section Scale: 1l4"=1'-0" GRADE ®n 0 r' �4 Dec os oo i ■ Reinforcement steel in concrete ' cast against earth shall have a minimum coverage of 3". Refer to 2018 IRC Section R404.1.3.3.7.4 ' '. "Support and Cover" for more details. 44 PT POST WI EPB44 BASE 14" DIA SONOTUBE FOOTING, WI MIN. 2-0" EMBED BELOW LOWEST FINISHED GRADE. #3 SPIRAL TIE WI 6" PITCH. (4) #4 VERT. WI STD. HOOK @BOT. 44 PT POST WI EPB44 BASE ON 14" DIA SONOTUBE FOOTING, WI MIN. 2-0" EMBED BELOW LOWEST FINISHED GRADE. REINF WI (4) #4 VERT. WI STD. HOOK @ BOT. WI #3 SPIRAL TIE W/ 6" PITCH. Scale: 1 112"=1'-0" I I I I I W ry I � I SISTER 2X6 PT FASCIA - BOARD TO MATCH EXISTING 44 PT POST WI EPB44 BASE ON 14" DIA SONOTUBE FOOTING, WI MIN. 2-0" EMBED BELOW LOWEST FINISHED GRADE. REINF WI (4) #4 VERT. WI STD. HOOK @ BOT. WI #3 SPIRAL TIE WI 6" PITCH, SEE 41AS201. (N) DECKING TO MATCH EXISTING, TYP. 2x6 PT @ 16" O.C. WI LUS26Z EA END HATCHED AREA INDICATES NEW DECK EXTENSION o 2x6 PT SISTER TO `Y' (E) 2x6 JOIST HANG JOISTS TO 2X6 PT LEDGER WI LUS26Z HANGERS. ATTACH LEDGER WI SDWS @ 16" O.C. TO RIM JOIST & DTT1 Z @ 16" O.C. TO TOP PLATE 3 A301 (N) 2x6 PT WI LUC26Z @ EA.END (E) 2x6 PT FASCIA LSTA24 @ BOTTOM BOARD 2 -6„ (N) (E) PT 44 POST. ADD (4)y" DIA x 3%" SIDS SCREWS FASTENING EDGE BEAM TO POST PRIOR TO INSTALLING INCOMING LUC26Z I � PT 2X4 BLOCKING BELOW 1 (E) 2x10 RIPPED TO 2x6 WI (2) A35 WI SINKERS @ I CANT FOR DECK, TYP. (N) & (E) DECKING SPLICE 0 0 0 (E) CONC FNDN 1 1 r I 1 r 1 STEM WALL (E) 2X4 EXTERIOR Y >_ 9 $ 7 WALL WICONC I U oc STEM WALL BELOW Q w AS202 AS202 AS202 co (E) 2x10 c14 CANT, TYP. FL FLOOROR JOIST — — — Deck Framing Enlarged Plan 4x6 #2 DF HDR DROP BEAM 2 � (3) 2x12 — — — I Cf/ U_ I L 1 Hw U_ > W cj� w I p I Li o U _ cNO CO CO N DROP BEAM 1 — — —(3) 2x12 — I owl DN I I UPi I I co _ I o (3) 2x12 BEAM (E) 44 #2 DF POST OR (3) 2x4 W/ 2x4 TRIMMER EA. SIDE o 6 ;X IL AS202 t 0 I 44 #2 DF POST OR (3) 2x4 W/ 2x4 I o i TRIMMER EA. 1 cp SIDE o I I I BEARING POINT co U O I o� U�o� W II wz> I ry �ww I = o U cli U _ N zz I CN co OARING POINT N Q RIDGE (E) W m _ w w �-- I d Ip o HDR (E � < - BEARING POINT �w o eU "— U O U) U_ o� �> �o>_ � w U W LU Nt O H U LL z > w w w U 0 N qt 0 CO C14 NCO CV Main Floor Framing Plan � w O w zLIJ > I= w Aw I Q U U U_oo CV = It CO CV co N CV HDR (E) I NORTH Scale: 1l4"=V-0" (D Scale: 314"=T-0" AS202 4x4 #2 DF POST OR (3) 2x4 W/ 2x4 TRIMMER 0 1 EA. SIDE x o Wall Legend EXISTING WALL TO REMAIN EXISTING CONC WALL TO REMAIN NEW WALL PARTIAL HEIGHT WALL 0 W I moss I General Notes 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY CONTACT ARCHITECT FOR ANY DISCREPANCIES. 2. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 3. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. FIRE EXTINGUISHERS SHALL BE PROVIDED BY CONTRACTOR, QUANTITIES AND LOCATIONS TBD BY FIRE MARSHALL. 6. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 7. PER WASHINGTON STATE ENERGY CODE, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION. 8. ALL EXHAUST FANS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING, AND 10 FEET FROM MECHANICAL INTAKES, EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKE, PER SRC M1506.3 9. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3, PER SRC R314.3.4 3 2'-6" (N) 14'-11" (E) AS201 I i it HDR (EI) II (E) 2X10, VERIFY 2x10 #2 DF JOIST @ i 16" O.C. (E), VERIFY I 16" O.C. (E),VERIFY UP 1 1 4 41 �1 I I -Al I I I I N Q I1 = i i (3) 2x10 #2 DF o - UNDER POST ABOVE 44 #2 DF POST OR (3) 2x4 W/ 1 2x4 TRIMMER 1 2x10 #2 DF JOISTS @ EA. SIDE N 16" O.C. (E),VERIFY Lu �o I ; 6QQ IW m I (3) 2x10 #2 DF UNDER POST ABOVE I CONC STEM WALL ONLY SUPPORTS SOUTH WALL ABOVE MAINTAIN V OF CONC WALL ABOVE @ WINDOW HEAD OR INSTALL TRIMMERS & HEADER (2) 2x6 @ CONTRACTORS OPTION. LOCATE WALL REINFORCING BEFORE SAWCUT. CORE HOLE @ EA. CORNER OF WINDOW BEFORE SAWCUT. DO NOT OVERCUT WALL W/ SAW 1" % - - - -- - - -- 1 i -- - -- - I_ -- ^ 1 - -- I I 6x6 POST (E I Gw_ C I Q I W Mx X I N ICO CONC STEP (E) A, JTTI •' w o M 00 2x10 #2 DF JOIST @ 16" O.C. (E). RIPPED TO 2x6 2x10 #2 DF JOIST @ @ CANT., VERIFY 16" O.C. (E), VERIFY _x 0 3 16" O.C. (E),VERIFY UP 2x10 #2 DF JOISTS @ 16" O.C. (E),VERIFY 1 A301 I 1I (E) FRAMING Y WAsg� e ) SSI�NALE�� R ' May CITY OF EDMON�ORTH DEVELOPMENT sER� DEPARTMENT 0 ro rn V I ? z 0 0 0 00 O Cr, C N J 0) N 0 0 0 N 0 i0 +� N z W U c C L �? U a> m CO rn L N O o0 Q co N r N rn N "E�ERW11ML l'J,� �� NOT NML A y► U - � a> N ogo oa 0 C E rn = N N Q Nd _ 0 Q�U Z U 5 Z Z � U W ' � W O ° w ��� H U) RN Toy U w T�a O a a o 3 Job #: 2020-16 Drawn: KJH JRS Checked: MCP Sheet Date: 4.30.2021 Submittal: 02.25.2021 0 4.30.2021 w 0 06 z 0 W L O LLM y C0 w J H � ~ w M W W6 2 cn ZAS201 w w Scale: 114"=1'-0" NOTES: GUARDRAILS SHALL BE DESIGNED TO RESIST A 200 LB CONCENTRATED LOAD ON TOP RAIL AND 50 PSF ON ALL GAURDRAIL INFILL COMPONENTS. PER R310.5 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. PER R312.3 1 (N) RAILING MATCH (E). IIII (SEE NOTES) IIII I KITCHEN IIII 3'-0" (N) DECKING MAT LUS26 2x6 (N) 2x10 (E) ± 2x6 PT LEDGER ; W/LUS26Z IL �2Xa0.�IM................ ' JOIST, TYP. (E) 2x10 JOIST, = TYP. ti GARAGE GRADE q. .a I I=1 I I-1 I I-1 New Deck Extension Framing Detal Scale. 1 /2"=1'-0" (E) RAILING TYP. (SEE NOTES) IIII KITCHEN IIII T-0" (E) DECKING (E) 2x10 BLOCKING, TYP. ICI TYP. 2x10 RIPPED TO X6 @ DECK (E) (E) HDR (E) 2x10 JOIST, TYP. GARAGE GRADE t Existing Deck Framing Detal V Scale (E) RAILING TYP. E (SEE NOTES) IIII BEDROOM IIII 3'-0" (E) DECKING (E) 2x10 BLOCKING, TYP. ICI TYP. 01 2x10 RIPPED TO X6 @ DECK (E) a GRADE (E) 2x10 JOIST, TYP. a I I —I I MI I I —I I I GARAGE I I=I I I=I I I=I -III III,;,III Existin Deck Framin Detal n n n n n n n 4X4 POST W/ (2) 2X4 TRIMMER EA. SIDE DASHED LINE INDICATES EXISTING WIDOW LOCATION (3) 2X10 BELOW POSTS 4X6 OR (2) 2X6 HDR, ....................................TYP. Newly installed deck ledger shall be ; minimum 2x8 Nominal PT lumber. Refer to 2018 IRC R507.9.1.1 "Ledger Detail" for more information ; and requirements. 4X4 POST W/ (2) 2X4 TRIMMER EA. SIDE West Wall Framin LAMINATE PLATE W/ 16d SINKERS @ 12" O.C. & LAP ALL 4'4" O.C. & NAIL (2) ROWS OF 16d SINKERS @ 8" O.C. (6) 16d SINKERS, TYP. UILT UP STUD COLUMN PER PLAN U.N.O. W/ FULL HT STUDS TO WALL PLATE, SEE PLAN. LAMINATE W/ 16d SINKERS @ 8" O.C., TYP. SIMPSON A35 @ EACH BUILT UP COLUMN WHERE OPENING WIDTH EXCEEDS 8'-011 Framing Detals (2) 16d SINKER TOENAILS @ CENTER FULL HT STUDS PLATE TO MATCH STUD WIDTH AVa nD 10% OVG UnD TVD J @ OPENING'S OVER 4'-0" PROVIDE (2) HORIZONTAL SILL/HEAD MEMBERS TO MATCH WALL STUDS - CONNECT EACH END W/ SIMPSON A35 AS502 AS502 HEADER CONNECT TO FACE OF COLOMN (3) @ OPENINGS 4'4" OR LESS 16d SINKERS, TYP. PROVIDE (1) HORIZONTAL FULL WIDTH SILL/HEAD MEMBER TO MATCH WALL ADDITIONAL FULL HEIGHT STUDS @TOP &BOTTOM OF STUD PER PLAN @ BUILT OPENING PROVIDE (2) UP COLUMNS W/ HEADER TOENAILS EACH END, TYP. @ TOP OF OPENING TOP PLATE Not Used TOP OF SUBFLOOR _ OUTRIGGER TOP OF SLAB Scale: 1/2"=1'-0" (2) 16d SINKERS INTO EACH STUD & TOP & BOTTOM PLATE (4) INTO SOLID COLUMN LOCATE HEADER @ TOP OF JWALL OR TOP OF OPENING @ CONTRACTORS OPTTION UNLESS OTHERWISE INDICATED BY ENGINEER OR ARCHITECT @ OPENING'S OVER 4'-0" PROVIDE (2) HORIZONTAL SILL/HEAD MEMBERS TO MATCH WALL STUDS - CONNECT EACH END W/ SIMPSON A35 Scale: 3/4"=1'-0" V GOOD W. �f r SY 1�F WASAr, �N r0�„ �p 42011�, �v_1ST__ SSIONALE�O EXPIRES: 9-23-2022 Scale: no scale 8d COM @ 6" O.C., TYP ROOF — — — — SHEATHING EXISTING 2X6 RAFTER 2X4 BACKING SOFFIT, MATCH 2X4 PLATE EXISTING INTERIOR 2X4 BACKING I 4X6 OR (2) 2X6 SHEATHING I I HEADER I I LCE4 OR ACE EXTERIOR I I POST CAPS I WINDOW R 0 4X4 POST V ,� Header Top Plate Section (2) 16p EA. KING STUD (2) 2X4 TOP PLATE 6" A35 CLIP TOP & BOT. OF HDR HDR PER PLAN DBL. 2X4 TRIMMER W/ 16p's@8"O.C. Header Top Plate Detail SOLID BLKG. BELOW POST AS REQ'D. BEAM PER PLAN 0 z Uj J 0 LU vLL U DBL STUD HDR ACE POST CAP EA. SIDE (SHIM BEAM OR POST AS REQ'D.) POST PER PLAN (NAIL MULTIPLE STUDS TOGETHER IN ACCORDANCE W GEN STRUCTURAL NOTES Header Detail Scale: Y=1'-0" (2) 16p EA. SIDE OF POST A35 CLIP EA. SIDE DBL. 2X4 KING STUDS (6) 16d's @ HDR HG' STAGGERED Scale: 1 1l2"=1'-0" POST ABOVE (WHERE OCCURS) TYP. DBL TOP PLATE TYR STUDS A35 EA. E N D FULL HT STUD RESUB May 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: 3/4"=1'-0" 0 O O V) Z O z 0 0 0 00 O c r, C N C J 0) IZ 0 N oro N N Z +� N N� x W U C U Q> N CO 0) L M co 0 N 0 00 co Q N r N O i 5506 REGISTERED v� I�WI�tL NOT A I N J Q w W U wo _0 .V) � N W o oa o o � U) E 0-) Q N� __ oT - +� � Myea ��� L a) o'5_w `^ O = i ^, MZ co U Z LL W O w Zws J Oo _ o U) Toy L U M ��a 0 Off �o Job #: 2020-16 Drawn: KJH JRS Checked: MCP Sheet Date: 4.30.2021 Submittal: 02.25.2021 4.30.2021 w Q 0 06 z 0 Fo w N � Q ■m ■� C C w ■m E ■m E J w w L6 L6 co ZAS202 w w W