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APPROVED REV 1 Arch SetALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE U- II � I z U Q ry I �AS 0 2'�6"I, I NEW DIRECT VENT FIREPLACE ZONE RS-8 D = 361.5 PROPOSED 68 SF DECK Lu M CV z I EXISTING BLOCK WALL 353.0' Site Plan EXISTING SFR (1792 SF) L IL--1 ---Z --� J- j Ak PAD (6 SF 11� ERVIOUS) - - 4T-11" REMOVE - J EXISTING 308 SF - r & 31 SH I DECK _j LO D tO" / - 354 C:)C+0 co SS CLEANOUT B.O.W 357.50' " D1 O I�i 4 PROPOSED A _ ADDITION (285 SF) N 2'-1) i � l`� �r IIVIrL_IIVILwJJ I REMOVE CONC WALKWAY (-95 SF IMPERVIOUS) Lu I I CO 13'-7%" CIA 1 z C = :357. ----350 T_ __v �2*6-PL -348- m NEW ROCKERY I u- co z uj U Q 0 Q RECOMMENDED 10' EROSION HAZARD AREA BUFFER PPROXIMATE EXTENT OF ROSION HAZARD AREA EXISTING ROCKERY ZONE RS-8 f � I NOTE: ALL DOWNSPOUTS -346- DRAIN ONTO SPLASHBLOCKS N 880 19' 17" E 80.00' 344.0' o 10 20 NORTH Scale: 1 "=10' PROJECT CALCULATIONS LOT COVERAGE: LOT AREA: 11,593 SF BUILDING COVERAGE: SINGLE FAM RES 1,747 SF BSMT ADD'N 285 SF 2,178 SF LOT COVERAGE: BLDG COVERAGE 2,178 SF / 11,593 SF (19%) IMPERVIOUS SURFACES: BSMT ADD'N 285 SF CONIC FRT PORCH -20 SF CONIC LANDING GAR 4 SF CONIC WALK -95 SF A/C PAD 6 SF 180 SF 1 BUILDING HEIGHT: SMALLEST RECTANGLE METHOD A 362.0' B 358.0' C 357.5' D 361.5' 1,439' / 4 = 359.75' AVERAGE GRADE = 359.75' MAX BUILDING HEIGHT = 384.75' GLAZING TO FLOOR. AREA: TOP FLOOR. AREA 564 SF MAIN FLOOR AREA 606 SF BASEMENT FLOOR AREA 834 SF 2 SF TOP FLOOR GLAZING 57.50 SF MAIN FLOOR GLAZING 194.40 SF BASEMENT GLAZING 72.60 SF 2 324.50 SF / 2,004 SF = 16% 1 WASH STATE ENERGY CODE PRESCRIPTIVE II* MAX GLAZED AREA 30% MAX FENESTRATION U-VALUE .30 MAX SKYLIGHT U-VALUE .50 MAX DOOR U-VALUE .37 MIN INSULATION CEILING R-49 / R-38 MIN INSULATION WALLS R-21 MIN INSULATION FLOORS R-30 IIN$Ut�NS-L�O"RADE�---, R-10 *NOTE SEE SHEET A 6.0 FOR U-FACTOR AREA -WEIGHTED AVERAGE CALCULATIONS FOR FENESTRATION. < ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R 4 A ADD ONS L TH 500 0.5 TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 SHEET INDEX ARCHITECTURAL A 0.0 SITE PLAN 1 OF 1 SURVEY A 1.0 DAYLIGHT BASEMENT FLOOR PLANS A 1.1 MAIN FLOOR PLANS A 1.2 TOP FLOOR PLANS A 1.3 ROOF PLANS A 1.4 REFLECTED CEILING PLANS A 2.0 BUILDING ELEVATIONS A 2.1 BUILDING ELEVATIONS A 3.0 SECTIONS A 3.1 WALL & STAIR SECTIONS A 4.0 ENLARGED FLOOR PLANS A 5.0 DETAILS A 6.0 SCHEDULES STRUCTURAL AS 1.1 MAIN & TOP FLOOR FRAMING PLAN AS 1.2 BASEMENT & MAIN FLOOR. ROOF FRAMING PI AS 1.3 TOP FLOOR FRAMING PLAN PROJECT TEAM OWNERS: KEN & RENEE HUFFMAN 10620 235TH PL SW EDMONDS, WA 98020 PHONE: (425) 361-1602 CONTACT: KEN HUFFMAN STRUCTURAL: DVDT ENGINEERING, INC. 295 W. KING TUT RD LYNDEN, WA 98264 PHONE: (360) 933-1345 CONTACT: DAMON VAN DEN TOP, PE SURVEY: PLOG CONSULTING 5628 AIRPORT WAY S, STE 144 SEATTLE, WA 98108 PHONE: (206) 420-7130 CONTACT: MARK PLOG, PE, PLS GEO TECH: ZIPPER GEO 19019 36TH AVE W, STE E LYNNWOOD, WA 98036 PHONE: (425) 582-9928 CONTACT: JAMES GEORGIS LEGAL DESCRIPTION THE EAST 80 FEET OF THE WEST 509.53 FEET OF THE SOUTH 164.92 FEET OF THE SW 1/4 OF NW 1/4 SECTION 36 TOWNSHIP 27 RANGE 03E W.M. LESS COUNTY ROAD SEC 36 TWP 27 RGE 03RT-23K-1A) E 80 FT OF W 509.53 FT OF S 164.92 FT OF SW1/4 NW1/4 LESS R.D PROJECT DATA PROPERTY OWNER: KENNETH & RENEE HUFFMAN PROPERTY ADDRESS: 10620 235TH PL SW EDMONDS, WA 98020 PARCEL NUMBER: 27033600201700 OCCUPANCY: R-3 CONSTRUCTION: VB JURISDICTION: CITY OF EDMONDS ZONE: RS-8 SETBACKS STREET 25' SIDE 7%' REAR 15' MAX BUILDING HEIGHT: 25' MAX LOT COVERAGE: 35% CITY OF EDMONDS DESIGN CRITERIA GROUND SNOW LOAD: 25 PSF WIND SPEED: 85 MPH / 110MPH SEISMIC: D1 FROST DEPTH: 18" TEMP: 270 WINTER / 500 MEAN INSULATION (R402.1.1) WINDOWS 0.30 SKYLIGHTS 0.50 CEILING R49 / R38 WALLS R21 FLOORS R30 SLAB R10,2FT APPLICABLE CODES 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIVERSAL PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Cafe-r BUILDING OFFICIAL Mar 23 2021 I APPROVED DATE U CD - 0 00 N Q LL °ZS L cM p CV C) � 0 Q C) E _0 LIJ 0 co ad Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 z REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A0.O 0 N 35'-42" 24'-8" F+ --------------- 1-1. Existing Daylight Basement Floor Plan Scale: 1 /8"=1'-0" I 7'-6" 1 SIDE SETBACK PROPERTY LINE SETBACK I I I I 14X6 BEAM W/ 1 2" T&G CARDECKING ABOVE, TYP. I I I I I I I 1 1 A3.0 I I I I I I I I I I I I (Reference Only) I Davliaht Basement Floor Plan 1 A2.0 LINE OF ROOF ABOVE �1 1 A2.1 NORTH 814 SF / Garage 570 SF Scale: 1 /4"=1'-0" i I I I I I I I I I I I I I I I I I I I I I I I I I 0.5 EXISTING TO 7'-6" (REMAIN SIDE SETBACK SETBACK PROPERTY LINE I I I I I + II I HB I I I I `0 I 0.4 II 2 A2.1 I LINE INDICATES 2' OF R-10 INSULATION BELOW SLAB 1 A3.0 I I 0.3 LINE OF ROOF 1 ABOVE ___1 HATCH INDICATES AREA OF ADDITI01 LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL SD SMOKE DETECTOR CD CARBON DIOXIDE DETECTOR GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD, UNO 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 42" FROM WALL HINGE SIDE, UNO 6. ALL CLOSET DOORS SHALL BE CENTERED ON OPENING, UNO 7. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 8. ALL NEW EXTERIOR WALLS TO BE 2 X 6, UNO 9. ALL NEW INTERIOR WALLS TO BE 2 X 4, UNO 10. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 12. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 13. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 14. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 15. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM ENERGY CREDITS WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE U o 0 Cl) oD �U) E L.L 06 LID c � � O N 0 6 O E0 _0 c0 o E _0 Q W 0 E H = o ■� u >1 Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions Al REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 00 IN 35'-4%" 47'-11 " Existina Main Floor Plan I I I I I I I I I I L I I I I I I I � Scale: 1 /8"=1'-0" 12'-1%" (Reference Only) 7'-611 I (A, SIDE SETBACK PROPERTY LINE I� SETBACK 1 r^' 1 A2.0 1 A2.1 ROOF BELOW I I I I I I I I I I I I I I I I I I I 7'-6" f SIDE SETBACK SETBACK �I PROPERTY LINE 2� I I I I I I I I I I I I 2 A2.1 ;;�7 I I I I 1 I A3.0 I I I I I I I I I HATCH INDICATES AREA OF ADDITION I � LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL SD SMOKE DETECTOR CD CARBON DIOXIDE DETECTOR GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD, UNO 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4%" FROM WALL HINGE SIDE, UNO 6. ALL CLOSET DOORS SHALL BE CENTERED ON OPENING, UNO 7. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 8. ALL NEW EXTERIOR WALLS TO BE 2 X 6, UNO 9. ALL NEW INTERIOR WALLS TO BE 2 X 4, UNO 10. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 12. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 13. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 14. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 15. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM ENERGY CREDITS WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE U 0 � o O oD �U) E 0) L.L 06 LID c � � O N 0 6 O E0 _0 c0 o E Q W H m L O O M Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions Al REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Main Floor Plan 582 SF Scale: 1/4"=1'-0" A1,1 cy 2F'_A11_" nAl (fin TOD Floor Plan 1 A2.1 560 SF Scale: 1 /4"=1'-0" LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL SD SMOKE DETECTOR CD CARBON DIOXIDE DETECTOR GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD, UNO 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4%" FROM WALL HINGE SIDE, UNO 6. ALL CLOSET DOORS SHALL BE CENTERED ON OPENING, UNO 7. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 8. ALL NEW EXTERIOR WALLS TO BE 2 X 6, UNO 9. ALL NEW INTERIOR WALLS TO BE 2 X 4, UNO 10. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 12. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 13. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 14. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 15. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM ENERGY CREDITS WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE U o 0 Cl) 00 •U) E L.L 06 LO C: O N ON _0 O E0 _0 (-0 o E _0 Q W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions Al REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 02 7'-6" SIDE SETBACK PROPERTY LINE SETBACK IiUIV I IIVUUUJ JUI I I I V LIV I J, 27FT@9SQIN/FT=Lu 243 SQ IN. INUOUS SOFFIT VENT, NDITIONED SPACE 0 W z 0 LZ 0 z Lu O U a fE) �� INUgUS SOFFIT VENT, @ SQIN/FT= Q IN. CATED) "Ix"" V I ! l V V I 1 I V N 7'-6" SIDE SETBACK SETBACK PROPERTY LINE - GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD, UNO 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4%" FROM WALL HINGE SIDE, UNO 6. ALL CLOSET DOORS SHALL BE CENTERED ON OPENING, UNO 7. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 8. ALL NEW EXTERIOR WALLS TO BE 2 X 6, UNO 9. ALL NEW INTERIOR WALLS TO BE 2 X 4, UNO 10. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 12. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 13. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 14. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 15. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. I ROOF VENTILATION CALCS PER IRC R806 - ROOF VENTILATION TOD GI r)r)P- AREA OF CONDITIONED SPACE / 300 = REQ'D VENTILATION 560 SQ FT / 300 = 1.9 SQ FT 2 SQ FT = REQUIRED VENTILATION REQUIRED VENTILATION / 2 = MIN. SQ FT @ EAVE & RIDGE 2 SQ FT / 2 = 1 SQ FT MIN. SQ FT @ EAVE & RIDGE 1 SO FT X 144 = 144 SO IN 144 SQ IN MIN. @ EAVE & RIDGE CA\/C \/CKIT(Z CONTINUOUS EAVE VENT = 9 SQ IN / FT 144SQIN/9SQIN=16FTCONTREQ'D 46 FT PROVIDED Dlr)('_G \/GAIT CONTINUOUS RIDGE VENT = 18 SQ IN / FT 144SQIN/18SOIN=8FTCONTREQ'D 23 FT PROVIDED MAIN FLOOR: AREA OF CONDITIONED SPACE / 300 = REQ'D VENTILATION 582 SQ FT / 300 = 1.9 SQ FT 2 SQ FT = REQUIRED VENTILATION REQUIRED VENTILATION / 2 = MIN. SQ FT @ EAVE & RIDGE 2SQFT/2=1.0SQFTMIN @EAVE &RIDGE 1.0 SO FT X 144 = 144 SQ IN 144 SQ IN MIN. @ EAVE & RIDGE EAVE VENTS CONTINUOUS EAVE VENT = 9 SQ IN / FT 144 SQ IN / 9 SQ IN = 16 FT CONT REQUIRED 50 FT PROVIDED Dlr)('_G \/GAIT CONTINUOUS RIDGE VENT = 18 SQ IN / FT 144SQIN/18SOIN=8FTCONTREQ'D 23 FT PROVIDED DAYLIGHT BASEMENT ADDITION: AREA OF CONDITIONED SPACE / 300 = REQ'D VENTILATION 263 SQ FT / 300 = 0.9 SQ FT 1 SQ FT = REQUIRED VENTILATION REQUIRED VENTILATION / 2 = MIN. SQ FT @ EAVE & RIDGE 1 SO FT / 2 = 0.5 SO FT MIN @ EAVE & RIDGE 0.5 SO FT X 144 = 72 SQ IN 72SQIN MIN. @ EAVE & RIDGE EAVE VENTS CONTINUOUS EAVE VENT = 9 SQ IN / FT 72SQIN/9SQIN=8FTCONTREQ'D 23 FT PROVIDED D()(1G IA('V(Z CONTINUOUS RIDGE VENT = 18 SQ IN /FT 72SQIN/18SOIN/FT=4FTCONTREQ'D 23 FT PROVIDED REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFI IAL Mar 23 2021 APPROVED DATE U o O Cl) oD •� E 0) 06 cc O 0 O E0 _0 (-0 E Q o _0 W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Roof Plan Scale: 1 /4"=1'-0" Al 03 ----------------- AI - - � \I (E) i � _ � (E) I V I (E) TO FRONT I DOOR �I ELEL METER I I I I (E) I I I (E) I I ELECIPANEL Top Floor Reflected Ceiling Plan Scale: 1 /4"=1'-0" GAS WH 1 F❑-1 L J / FAMILY ROOM T _F _r _r F 7 I I I I I 11 L°J I I I I I I I I I I I 11 L _1-I__j-I-IJ TO TOP ° — ' OF STAIRI I1+ Uq L J GAS FURN MECH) C r7e HF L - - - - - - - - - - - I L----------J (E) W/D r-AQAr-C: E� \ I HALL F4, n u (E) BEDROOM 3 \� l SD BEDROOM 4 n u — o o o� FUSED > > I 1� DISC. L-------------------J A/C UNIT NOTE: 110 CFM WHOLE HOUSE FAN (WHF) VENT TO OUTSIDE PER IRC M1507 Electrical Symbols SINGLE -POLE SWITCH $3 THREE-WAY SWITCH 0 DUPLEX RECEPTACLE ,µGFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE y.LWP WEATHER RESISTANT RECEPTACLE (30AMP 220 VAC RECEPTACLE SURFACE MOUNTED LIGHT I-� WALL MOUNTED LIGHT RECESSED LIGHT R SD SMOKE DETECTOR CD CARBON DIOXIDE DETECTOR THERMOSTAT -t50 CFM VENTILATION FAN VTO VENT TO OUTSIDE VTR VENT TO ROOF GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD, UNO 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4%" FROM WALL HINGE SIDE, UNO 6. ALL CLOSET DOORS SHALL BE CENTERED ON OPENING, UNO 7. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 8. ALL NEW EXTERIOR WALLS TO BE 2 X 6, UNO 9. ALL NEW INTERIOR WALLS TO BE 2 X 4, UNO 10. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 12. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 13. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 14. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 15. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eris/ Cv rft r BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE U _0 U) o o ao LO °6 C: ce) CN 0 o E0 o _0 c0 E Q o _0 w no N v IL ,_ Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 z REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NORTH Main Floor Reflected Ceiling Plan Scale: 1 /4"=1'-0" Davliaht Basement Reflected Ceilina Plan Scale: 1/4"=1'-0" U01 Al 04 West Elevation (Reference Only North Elevation (Reference Onl Scale: 1 /8"=1'-0" Scale: 1 /8"=1'-0" CD I I ~ c� I w CD z 0 J Ivi�nv� ------------------------------�— —------------- --- ----� 1 West Elevation N 3.0 Scale: 1 /4"=1'-0" 7'-6" PROPERTY SIDE SETBACK LINE T.Q. PLATE TOP FL + 6'-3 1 /2" m ST�NDING SEAM Q a, MTL OOFING, TYP Lu = I� EXISTING o z ELECTRICAL C'I 0 J T.O. FINISH TOP FL '-6 112" T.. PLATE BSMT + '-7 112" DS (E) I LA SIDING,TYP (MAT H EXISTING) jh AVG GRADE 35 .75' T.O. SLAB 0'-�11 = 358458.01Y i North Elevation NEW SKYLIGHT W/ STANDING SEAM 6" CURB MTL ROOFING, TYP �' \ 1 -1 2 DS (E) 7Q�— I f m 2 LAP SIDING,TYP /\ EGRESS (MATCH EXISTING) 2.5 12 -- -------- GRADE DASHED LINE INDICATES EXISTING MASONRY FIREPLACE TO BE REMOVED DSII(E) . — D E (S) o.s - T.O.W. 369.90' EXISTING ROCKERY ---- ------ - B.O.W. 358.00' Scale: 1/4"=1'-0" REMOVE CONC PORCH FIREPLACE T.O. PLATE MAIN FL + 19'-1" IG,TYP :XISTING) <, SEE -/S1.0 T.O. FINISH MAIN FL + 4'-5" ,J AVG GRADE GRADE 359.75' T.O. SLAB _q� 0'-0" = 358.0' IN 2 A3.0 CD 2 CD Lu 0 L0 CV 7'-6" SIDE SETBACK PROPERTY LINE I STANDING SEAM MTL ROOFING, TYP NEW DECK, SEE -/S1.0 T.O. PLAT MAIN FL _O, + 12'-1" 1.5 DS (E) NEW GAS FIREPLACE (VENT LAP SIDING,TYR (MATCH EXISTI G) T.O. FINISF MAIN FR + 4'-511 361.50' GRADE I .0. SLAB 0'- " = 358.0' REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE W U 0 CN O 07 o 00 W L.L � LO O N O 0 E0 Q (-0-0 o -0 W 0 C ■ W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2mO East Elevation (Reference Only South Elevation (Reference Onl Scale: 1 /8"=1'-0" Scale: 1 /8"=1'-0" 00 CD cD LU CD z 0 J m CV T.O. PLATE TOP FL + 16'-3 1 /2" DS (E) T.O. FINISH TOP FL =N + 8'-6 1/2" "' T.O. PLATE BSMT �O + 7'-7 1 /2" NEW A/C UNIT EXISTING ROCKERY r T.O.W. 361.30' NEW DECK — rik AM.GRAUEJ 00 UFO 359.75' O.W. 359.88' BSMT T.O. SLAB 358.00' NEW ROCKERY East Elevation 1 A3.0 EGREV O O.W.357.50' 357.50' �3-0 A 71-6112 A3.0 PROPERTY SIDE SETBACK LINE NEW GAS FIREPLACE VENT STANDING SEAM R.1 MTL ROOFIN , TYP - I jj T.O. PLATE MAIN FL + 19'-1" DS( I LAP SIDI4G,TYP (MATCH EXISTING) r-jhT.O. FINI H MAIN FL + 4'-5" ' 361.50' /„ GRADE T.O. SLA INV 0'-0" = 3 8.0' South Elevation 2 A3.0 DS (E) 12 �2 STANDING SEAM MTL ROOFING, TYP LAP SIDING, TYP (MATCH EXISTING) II II II DS (E) O T.O.W. 0.3 EGRESS o.4 o.s 369.90' DASHED LINE INDICATES EXISTING MASONRY FIREPLACE TO BE REMOVED IF � I I I � R.2 NEW DECK, R.3 DS Scale: 1 /4"=1'-0" Scale: 1/4"=1'-0" NEW SKYLIGHT W/ 6" CURB 12 �2 O 2.1 S (E) J NEW GRADE EXISTING ELECTRICAL STANDING SEAM MTL ROOFING, TYP LAP SIDING, TYP (MATCH EXISTING) EXISTING ROCKERY EXISTING CONIC STAIR 0000 O� EXISTING DRIVEWAY 7'-6" u CD SIDE SETBACK PROPERTY LINE STANDING SEAM = MTL ROOFING, TYP T.O. PLATE TOP FL W /-6k _ + 16'-3 1 /2" z 0 J X — LAP SIDING,TYP LU (MATCH EXISTING) z CD 12 12 T.O. FINISH TOP FL o N ZD T.O. PLATE BS T + 7'-7 1/2" O EGRESS EXISTING GRADE DS (RELOCATE EXISTING) =N 5 TYP A5.0 AVG GRADE 359.115' T.O. SLAB i 0'-0" = 35�.0' nr� rni REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U -0 U) 0o p (� pp L.L a--+ cm C� p -0 N � � Q o E -0 LIJ th CO C = O ■ W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2ml T.O. FINISH MAIN FL - - + 4 -5° T.O. SLAB I� - 0'-0" = 358.0' 6 MIL BLK POLYETHYLENE MOISTURE BARRIER, TYP. r.% .1 1. ,-. 1 . Building Section Scale: 1 /4"=1'-0" )ONT SOFFIT VENT CONT SHED VENT VERIFY TO MATCH 12 EXISTING SLOPE � 2 I PLATE MAIN FL + 12'-1" /ENT FINISH MAIN FL + 4'-5" r 'r LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE (UNO) 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4%" FROM WALL HINGE SIDE (UNO) 6. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 7. ALL NEW EXTERIOR WALLS TO BE 2 X 6 (UNO) 8. ALL NEW INTERIOR WALLS TO BE 2 X 4 (UNO) 9. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 10. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 12. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 13. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 14. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM WASH STATE ENERGY CODE WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 STAIR NOTES IRC 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 I RC 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 IRC 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" 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 DIA. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8" GUARDRAIL NOTES IRC R301.5 TOP RAIL TO BE DESIGNED TO RESIST 200LB CONCENTRATED LOAD. ALL OTHER GUARDRAIL INFILL COMPONENTS TO RESIST 50LB PSF. IRC R312.1.2 MIN 36" HEIGHT ABOVE FINISHED SURFACE. IRC R312.1.3 MAX OPENING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH @ ALL OPENINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U 0 o O �_ 00 c Ca O 0 CV � E _0 Q C) _0 Lu 0 C O u 4) Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 Scale: 1 /4"=1'-0" a VAULTED ROOF ASSEMBLY STANDING SEAM METAL ROOFING 0/ BAFFLE 2" PLY SHEATHING 0/ ROOF FRAMING W/ 12 -R 2TBATT INSULATION 0/ 2" GWB �2 1 T.O. PLATE TOP FL + 16-3 1 /2" R-21 ` AIRFLOW J 2X8 BATT 3 S TERED A5.0 RAF EXISTING EXTERIOR WALL ASSEMBLY LAP SIDING O/ WEATHER PROTECTIVE BARRIER, -------------- IF EXTERIOR SIDING REPLACED, 0/ SHEATHING 0/ 2X4 STUDS @ 16" O.C. MSTR W/ R-15 BATT INSULATION 0/2" GWB BDRM CONT SHED VENT SHED ROOF ASSEMBLY STANDING SEAM METAL ROOFING 0/ 2" PLY SHEATHING 0/ ROOF FRAMING W/ R-49 BATT INSULATION 0/2" GWB a Q BAFFLE 12 T.O. FINISH TOP FL nn 2 + 8 '-6 1 /2" T.0. PLATE BSMT I + 7'-7 1/2" R-49 BATT ` AIRFLOW / 3 A5.0 HALL BEDROOM EXTERIOR NEW EXTERIOR WALL ASSEMBLY LAP SIDING O/ WEATHER PROTECTIVE BARRIER 0/2" PLY SHEATHING O/ 2X6 STUDS @ 16" O.C. FUR OUT W/ R-21 BATT INSULATION 0/2" GWB EXISTING WALL NEW SLAB ON GRADE FLOOR ASSEMBLY CARPET & PAD O/ 4" CONCRETE SLAB 0/ R-10 RIGID INSULATION 2' @ PERIMETER 0/ 4" GRAVEL BASE 0/ COMPACTED EARTH B S1.0 as d T.O. SLAB d ° _I I j-I I I -I �_ Wall Section 1 Scale: 3l4"=V-0" LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE (UNO) 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 42" FROM WALL HINGE SIDE (UNO) 6. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 7. ALL NEW EXTERIOR WALLS TO BE 2 X 6 (UNO) 8. ALL NEW INTERIOR WALLS TO BE 2 X 4 (UNO) 9. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 10. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 12. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 13. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 14. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 75% INTERMITTENT VENT RATE FACTOR: 1.3 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 1.3 = 97.5 CFM WASH STATE ENERGY CODE WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 STAIR NOTES IRC 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 I RC 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 IRC 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 DIA. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIA. GUARDRAIL NOTES IRC R301.5 TOP RAIL TO BE DESIGNED TO RESIST 200LB CONCENTRATED LOAD. ALL OTHER GUARDRAIL INFILL COMPONENTS TO RESIST 50LB PSF. IRC R312.1.2 MIN 36" HEIGHT ABOVE FINISHED SURFACE. IRC R312.1.3 MAX OPENING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH @ ALL OPENINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U CN O �_ 00 N m LL 06 � Ca � O N (0 � 0 _0 Q o E _0 Lu Z3 0 C O Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions ZL REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,1 6T @ 10" = 5-0" 7R @ -7" = 4'-1" CV M UP C1 DO 6T @ 10" = 5-0" 7R @ -7 1/2" = 4'-5" Stair Plan Kitchen Plan SEE STRUCTURAL SHEETS Deck Framing Plan Scale: 1 /2"=1'-0" LEGEND EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW STUD WALL NEW PARTIAL HEIGHT WALL FOUNDATION WALL GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. VERIFY DIMENSIONS AND LOCATIONS OF EXISTING AND NEW BEFORE PROCEEDING WITH WORK. 3. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE (UNO) 4. ALL DIMENSIONS FOR WINDOW & DOOR OPENINGS TO CENTERLINE, VERIFY ROUGH OPENING W/ MANUFACTURER 5. ALL DOORS NOT DIMENSIONED ON PLAN @ 4 2" FROM WALL HINGE SIDE (UNO) 6. TOP OF FINISHED WINDOW TO ALIGN W/ TOP OF FINISHED DOOR, UNO 7. ALL NEW EXTERIOR WALLS TO BE 2 X 6 (UNO) 8. ALL NEW INTERIOR WALLS TO BE 2 X 4 (UNO) 9. REMOVE ALL EXISTING DOORS & WINDOWS, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 10. REMOVE ALL EXISTING ELECTRICAL FIXTURES & WIRING IN ALL AREAS EXCEPT GARAGE, VERIFY REUSE W/ OWNER BEFORE REMOVING FROM SITE 11. REMOVE ALL PLUMBING FIXTURES, WASTE & WATER @ SHUT OFF, CAP WASTE LINES WHEN NOT BEING WORKED ON. 12. REMOVE EXISTING HORIZONTAL MOUNTED FURNACE LOCATED IN CRAWLSPACE UNDER LIVING AREA & ALL ASSOCIATED DUCTWORK 13. VERIFY WALLS TO BE REMOVED ARE NON -LOAD BEARING BEFORE REMOVAL, BRACE FLOOR &/ OR ROOF STRUCTURE ABOVE @ ALL LOAD BEARING LOCATIONS BEFORE PROCEEDING 14. PER IRC M1507.3 - WHOLE -HOUSE EXHAUST FAN SYSTEM SHALL OPERATE INTERMITTENTLY. MECHANICAL VENTILATION PER IRC M1507.3 - WHOLE -HOUSE MECH VENTILATION SYSTEM DWELLING UNIT FLOOR AREA: 2,038 SF NUMBER OF BEDROOMS: 4 AIRFLOW REQUIRED: 75 CFM RUN TIME IN EA. 4-HR SEGMENT: 50% INTERMITTENT VENT RATE FACTOR: 2 MECHANICAL ROOM FAN TO BE USED AS INTERMITTENT WHOLE -HOUSE VENTILATION @ 75 X 2 = 150 CFM WASH STATE ENERGY CODE WSEC R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.2.4 ADDITIONS LESS THAN 500 SF 0.5 CR TABLE R406.2 ENERGY CREDITS OPTION 5b 1.0 CR OPTION 5b: GAS WATER HEATER WITH A MIN EF OF 0.74 STAIR NOTES I RC 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 I RC 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 IRC 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 DIA. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 3/8"IN DIA. GUARDRAIL NOTES I RC R301.5 TOP RAIL TO BE DESIGNED TO RESIST 200LB CONCENTRATED LOAD. ALL OTHER GUARDRAIL INFILL COMPONENTS TO RESIST 50LB PSF. IRC R312.1.2 MIN 36" HEIGHT ABOVE FINISHED SURFACE. IRC R312.1.3 MAX OPENING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH @ ALL OPENINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., C,ir, BUILDING OFFICIAL Mar 23 2021 APPROVED DATE C) o o Cl) 00 Q) rn Q L.L oZS co - C� CV N o _0 Q C) _0 Lu 17 Im O O W _ L6 Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 z REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,0 Scale: 1/2"=1'-0" Scale: 1 /2"=1'-0" NOT USED Scale: 3"=l'-0" MTL Z FLASHING 1X6 COMPOSITE DECKING MATERIAL PT 2X6 LEDGER W/ MIN 2 X 4" ANCHOR @ 16" O.C. STAGGER PT 2X6 JOIST @ 16" O.C. W/'LUS' (ZMAX) EXISAh FOUNDATION R-10 RIGID INSULATION FLASHING 2X3 TRIM EXTERIOR 2X4 TRIM EXTERIOR SIDING 0/ MOISTURE BARRIER TYVEK OR SIM.) 0/ 1/2" SHEATHING Window Head & Sill 2X3 TRIM EXTERIOR 2X3 TRIM EXTERIOR SIDING 0/ MOISTURE BARRIER (TYVEK OR SIM.) 0/ 1/2" SHEATHING Window Jamb MTL Z FLASHING 1X6 COMPOSITE DECKING MATERIAL PT 2X6 LEDGER W/ MIN)/2 X 4" ANCHOR @ 16" O.C. STAGGER PT 2X6 JOIST @ 16" O.C. W/'LUS' (ZMAX) HGR EXISTING FOUNDATION NOTE: EMBED ANCHORS TO MANUFACTURES SPEC Sliding Door Threshold Front Door Threshold NOT USED Scale: 1 1 /2"=1'-0" NOT USED HEADER, SEE STRUCTURAL AIRFLOW JTERIOR 1X WOOD CASING, PAINT R-21 BAT 2" GVVD, I r r BATT INSULATION Ridae Ventilation Scale: 3"=l'-0" BATT INSULATION "IDGE VENT W/1"AIR GA \ITILATION AIRFLOW SEAM, SEE -. ALLOW AT TOP OF IMAM FOR VENTILATION Scale: 1 1l2"=l'-0" NOT USED JTERIOR R-49 BATT INS J I 1X WOOD R-21 BATT I N S L CASING, PAINT 2" GWB, TYP BATT INSULATION NOT USED Eave @ Shed Scale: Y=l'-0" NOTE: EMBED ANCHORS TO MANUFACTURES SPEC Scale: 1 1/2"=l'-0" NOTCH RAFTERS @ TOP AND BOTTOM OF OPENING FOR VENTILATION MIN 1" DEEP. PROVIDE AIR BAFFLE OVER BATT INSULATION Skvlight Ventilation TYVEK (OR SIM.) WEATHER RESISTANT BARRIER, UPPER LAYER TO LAP OVER LOWER LAYER MIN. 6" Corner Wra Scale: 1 1/2"=1'-0" f �0 0� PAR PAR GWB, TYP. DASHED LINE INDICATES BATT INSULATION 1" MIN CLR ABOVE BATT INSUL FOR AIRFLOW NTS 0 HEAD FLASHING OVERHANG JAMB BY 1" EA. SIDE, TYP. Scale: 1 1l2"=l'-0" BAFFLE W/ 1" AIR GAP FOR VENTILATION STANDING SEAM MTL ROOFING MATERIAL AIRFLOW SOFFIT W/ CONT VENT SIDING, MATCH EXISTING Scale: 1 1 /2"=1'-0" l3 Lj CONDITIONED SPACE 2" GWB 'GREENBOARD' W/ CONSTRUCTION ADHESIVE 0/ CONIC 0 Stem Wall Insulation 2X2 FURRING R-21 BATT INS L BATT INSL, PER WALL ASSEMBLY 2" GWB, TYP Eave Vault 2x4 STUD W/ R-15 BATT INSULATION UNCONDITIONED SPACE R-10 RIGID INSULATION W/ CONSTRUCTION ADHESIVE Scale: 3"=l'-0" B A FFLE 1" AP FOR VENTILATION STANDING SEAM MTL ROOFING MATERIAL AIRFLOW SOFFIT W/ CONT VENT SIDING, MATCH EXISTING Scale: 1 1 /2"=1'-0" ONON SELF ADHESIVE SILL FLASHING; INSTALLED BEHIND NAIL FIN. DO NOT FASTEN LOWER EDGE OF FLASHING; LEAVE LOOSE TO SLIP UP BLDG PAPER UNDERNEATH SILL FLASHING. CUT LENGTH EQUAL TO WIDTH OF ROUGH OPENING PLUS 2x WIDTH OF THE FLASHING OCUT THE JAMB FLASHING (ROUGH OPENING HEIGHT, PLUS 2x THE WIDTH OF FLASHING, MINUS 1"). ALIGN THE BOTTOM FLUSH TO THE EDGE OF THE ROUGH OPENING AND EVEN WITH THE BOTTOM OF THE SILL FLASHING. ATTACH THE JAMB FLASHING AT THE ROUGH OPENING. AS WITH THE SILL FLASHING DO NOT FASTEN THE LOWER EDGE OF JAMB FLASHING. OTO ENSURE PROPER ADHESION, WIPE THE WINDOW FIN, SILL & JAMB FLASHING WITH A CLEAN RAG BEFORE APPLYING SEALANT. INSTALL WINDOW, ACCORDING TO MANUFACTURER RECOMMENDATIONS, WITH A CONTINUOUS %" BEAD OF SEALANT APPLIED TO BACK OF NAIL FIN. ® HEAD FLASHING, LENGTH IS THE WIDTH OF THE ROUGH OPENING PLUS 2x THE WIDTH OF THE FLASHING, PLUS 2". TO PROPERLY INSTALL HEAD FLASHING, APPLY CONTINUOUS %" BEAD OF FLASHING ON THE TOP WINDOW FIN. EMBED THE HEAD FLASHING OVER THE SEALANT, PRESS HEAD FLASHING UNTIL SEALANT AT THE HEAD FIN APPEARS AT THE BOTTOM EDGE. OGRADE D 60 MIN BUILDING PAPER; SINGLE LAYER; MIN 6" HORIZONTAL LAP & MIN 12" VERTICAL LAP, INTEGRATED BOTTOM UP IN WEATHER BOARD FASHION. © FLASHING TAPE OVER BUILDING PAPER OVER WINDOW FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT V TO ALLOW TAPE TO SEAL TO FLANGE. OMETAL HEAD FLASHING (NOT SHOWN) Window Wrap REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct e-r BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE U 0 o O o0 •� Q) E Q �06L� C: O N oN -0 O 0 c0 o E -0 Q W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A500 Scale: 1 1/2"=l'-0" �`�� Scale: 1 1/2"=l'-0" NTS NTS 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 WINDOW (A) 15 SF (1) = 15 x .26 U-FACTOR = 3.9 WINDOW (B) 48 SF (1) = 48 x .26 U-FACTOR = 12.48 WINDOW (C) 10 SF (2) = 20 x .37 U-FACTOR = 7.4 WINDOW (D) 25 SF (1) = 25 x .26 U-FACTOR = 6.5 WINDOW (E) 7.5 SF (2) = 15 x .32 U-FACTOR = 4.8 WINDOW (F) 5.25 SF (2) = 10.5 x .32 U-FACTOR = 3.36 WINDOW (G) 18 SF (3) = 54 x .32 U-FACTOR = 17.28 WINDOW (H) 18 SF (3) = 54 x .32 U-FACTOR = 17.28 WINDOW (J) 6 SF (1) = 6 x .32 U-FACTOR = 1.92 WINDOW (K) 21 SF (1) = 21 x .32 U-FACTOR = 6.72 WINDOW (L) 8.67 SF (1) = 8.67 x .26 U-FACTOR = 2.25 WINDOW (M) 4.58 SF (1) = 4.58 x .26 U-FACTOR = 1.19 WINDOW (M1) 4.58 SF (1) = 4.58 x .26 U-FACTOR = 1.19 TOTALS: 286.33 86.27 AVERAGE U-FACTOR = 86.3 / 286.3 = .30 U-FACTOR AREA -WEIGHTED AVERAGE CALCULATION, PER WSEC-R 402.3.1 SKYLIGHT (RA) 4 SF (1) = 4 x .52 U-FACTOR = 2.1 SKYLIGHT (RB) 8 SF (4) = 32 x .48 U-FACTOR = 15.4 TOTALS: 36 17.5 AVERAGE U-FACTOR = 17.5 / 36 = .49 WINDOW SCHEDULE 9 MARK IDENT SIZE TYPE MFGR MATERIAL COLOR U- FACTOR SHGC SAFETY GLASS EGRESS REMARKS WIDTH HEIGHT DAYLIGHT BASEMENT 0.1 E 30" 36" SGL HNG MILGARD ALUM BRONZE .32 0.2 G 72" 36" SLDR MILGARD ALUM BRONZE .32 0.3 H 72" 36" SLDR MILGARD ALUM BRONZE .32 X 0.4 H 72" 36" SLDR MILGARD ALUM BRONZE .32 X 0.5 1 72" 36" SLDR - ALUM BRONZE - EXISTING TO REMAIN 0.6 1 72" 36" SLDR - ALUM BRONZE - EXISTING TO REMAIN MAIN FLOOR 1.1 B 96" 72" FIX'D MILGARD ALUM BRONZE .26 X 1.2 C 24" 60" AWN MILGARD ALUM BRONZE .37 EXISTING TO REMAIN 1.3 D 66" 60" FIX'D MILGARD ALUM BRONZE .26 EXISTING TO REMAIN 1.4 Cl 24" 60" AWN MILGARD ALUM BRONZE .37 EXISTING TO REMAIN 1.5 K 72" 42" SLDR MILGARD ALUM BRONZE .32 1.6 A 30" 72" FIX'D MILGARD ALUM BRONZE .26 X 1.7 L 16" 78" FIX'D MILGARD ALUM BRONZE .26 X 1.8 M 6" / 16" 60" FIX'D MILGARD ALUM BRONZE .26 1.9 M1 6" / 16" 60" FIX'D MILGARD ALUM BRONZE .26 TOP FLOOR 2.1 E 30" 36" SGL HNG MILGARD ALUM BRONZE .32 2.2 F 18" 42" SGL HNG MILGARD ALUM BRONZE .32 2.3 F 18" 42" SGL HNG MILGARD ALUM BRONZE .32 2.4 H 72" 36" SLDR MILGARD ALUM BRONZE .32 X 2.5 J 24" 36" SGL HNG MILGARD ALUM BRONZE .32 2.6 G 72" 42" SLDR MILGARD ALUM BRONZE .32 X ROOF R.1 RB 24" 48" SKYLT VELUX ALUM BRONZE .48 R.2 RB 24" 48" SKYLT VELUX ALUM BRONZE .48 R.3 RB 24" 48" SKYLT VELUX ALUM BRONZE .48 RA RB 24" 48" SKYLT VELUX ALUM BRONZE .48 R.5 RA 24" 24" SKYLT VELUX ALUM BRONZE .52 OPERABLE 96„ N N CO jk SUBFLR = A B Window Legend 72" 48" 24" �►l 00 L 0 CAI 72" 42" 30" 1 60" R 66" 0 c0 0 N C D Scale: 1/4"=1'-0" DOOR SCHEDULE 00o MARK TYPE PANEL SIZE DETAIL MAX. U-FACTOR HDWR GROUP REMARKS WIDTH HEIGHT THRESHOLD HEAD JAMB DAYLIGHT BASEMENT 001 EXIST 2'-6" 6'-8" 1 / 1A 002 C 2'-6" 6'-8" 1 20-MIN FIRE -RATED 003 C 2'-6" 6'-8" 5 BYPASS 004 C 2'-6" 6-8" 3 005 C 2'-6" 6'-8" 3 006 C 2'-6" 6'-8" 5 BYPASS 007 C 2'-6" 6'-8" 3 008 C 2'-6" 6'-8" 2 009 C 2'-4" 2'-6" 2 20-MIN FIRE -RATED 010 C 2'-6" 6'-8" 2 011 C 2'-6" 3'-0" 2 012 D 5'-0" 6'-8" 5 BIFOLD MAIN FLOOR 101 A 3'-0" 6'-8" 10 / A5.0 .37 1 / 1 A 102 C 3'-0" 6'-8" 2 103 B 7'-0" 6'-8" 14 / A5.0 .37 7 SLIDER TOP FLOOR 201 C 2'-6" 6'-8" 3 202 C 3'-0" 6'-8" 5 BYPASS 203 C 2'-4" 6'-8" 4 POCKET 204 C 2'-4" 6'-8" 3 205 C 2'-6" 6'-8" 3 206 C 2'-4" 6'-8" 3 207 C 2'-0" 6'-8" 2 DOOR HARDWARE GROUP SCHEDULE HDWR GROUP LOCK FUNCTION LEVER / PULL MODEL FINISH 1 ENTRY SCH LAGE 'PLYMOUTH' KEYED ENTRY KNOB #F51-PLY-619 SATIN NICKEL (619) 1A DEAD BOLT SCHLAGE SINGLE CYLINDER DEADBOLT #B60-619 SATIN NICKEL (619) 2 PASSAGE SCHLAGE 'PLYMOUTH' PASSAGE KNOB #F10-PLY-619 SATIN NICKEL (619) 3 PRIVACY SCHLAGE 'PLYMOUTH' PRIVACY KNOB #F40-PLY-619 SATIN NICKEL (619) 4 POCKET PASSAGE SCHLAGE POCKET DOOR PULL #990-619 SATIN NICKEL (619) 5 CLOSET DOOR PULL SCHLAGE FLUSH DOOR PULL #221-619 SATIN NICKEL (619) 6 DUMMY SCHLAGE 'PLYMOUTH' DUMMY KNOB #F170-PLY-619 W/ FLOOR LATCH SATIN NICKEL (619) 7 SLIDING PRIVACY PER DOOR MANUFACTURER I EXISTING 60" ` 00 V I 36" A EXTERIOR ENTRY Door Legend mi B EXTERIOR SLIDER C INTERIOR SLAB D BIFOLD Scale: 1/4"=P-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., CarFer BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U o O Cl) CD •� E 0 06 LID O 0 0 _0 (-0 O E Q C)_0 W S v Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions Al REISSUE 03/20/2019 2 REISSUE 02/01/2021 BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A6,0 EPB44 BASE ON 12"X12" CONIC PAD (BTM OF PAD MIN 18" BELOW GRADE), TYP. HANG JOISTS TO 2X6 PT LEDGER W/ LUS26 HANGERS. ATTACH W/ (1) %" X 5" LG SIMPSON TITAN HD SCREW @ 16" O.C. EPB44 BASE ON 12"X12" CONIC PAD (BTM OF PAD MIN 18" BELOW GRADE), TYP. �-,� J X6 P � 771 �"� � 4X6 PT /� � I I I Q gos.�s@ I I I I F_ HANG JOISTS TO 2X6 PT LEDGER I W/ LUS26 HANGERS. ATTACH W/ (1)%" X 5" LG SIMPSON TITAN HD SCREW @ 16" O.C. I SISTER (2) 2X10 #2 DF TO EXISTING JOIST (E) 4X8 HDR RIM JOIST AND TOP PLATE CUT - 10" W/ SIMP PLATE STRAP (2) 2X10 #2 DF I I I F_ __1 I I I Ll Ll L —1 goo F __1 L J OPEN LI SISTER (2) 2X10 #2 DF TO EXISTING JOIST LUi 210-2 I LUS2110-2 \I J II D_ III I I III X III II N co CD III I I I I I I FJ I III III BPA FROM RIDGE o/STS III I I ILUS210-3 m o t LUS28 HGUS5.50/10 N IF# IB011 5 %" X 9 %" PS 30 STEEL POST. W/ %" 8" 4"rsA PLATES @ TOP & BTM ✓00 S( "POSITIVE ATTACHMENT' (2) @,6 OC \ BOLTS R LAG SCREWS @ B05 _ �\ 4X6 PT Main & Top Floor Framing Plan Scale: 1/4"=V-0" R 4X8 HDR I I I I FRAMING NOTES 1. ALL PERIMETER AND BEARING WALL HEADERS TO BE 48 #2 DF UNLESS OTHERWISE NOTED 2. SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES & RAFTERS TO GIRDER TRUSSES, BEAMS AND/OR LEDGER BOARDS. 3. DO NOT SCALE DRAWINGS FOR INFORMATION SHOWN. 4. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN. 5. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL INFORMATION. (VENTING, FLASHING, INSUL., ETC.) 6. SISTER MUTLI JOIST BEAMS S FOLLOWS: (2) 2x - (2) ROWS 16d (0.128"0") NAILS @ 12" O.C. (3) 2x - (3) ROWS 16d (0.128"x3") NAILS @ 12" O.C. (EA. SIDE) 7. ALL GLUE -LAM BEAMS SHALL BE 24FV4 UNLESS OTHERWISE NOTED. 8. (6) SDS %" x 6" SIMPSON SCREWS (RAFTER TO BEAM R01) REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric., Ct. BUILDING OFFICIAL II Mar 23 2021 APPROVED DATE N CU _0 _ U) o O CD L Q C: O co N ON E -0 cO O E 0 Q O _0 W no L O O = M2 COLO O of C Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AS1 01 1,�L� BP BP L EXIST BW7(2) B02 L LUS28X10210 2 I �X/ST��c2x� I I I I I I I I 03/09/2021 FRAMING NOTES 1. ALL PERIMETER AND BEARING WALL HEADERS TO BE 48 #2 DF UNLESS OTHERWISE NOTED REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Basement & Main Floor Roof Framing Plan Scale: 1/4"=1'-0" R (2) SIDS %" X 3%" SIMPSON SCREWS @ 16" O.C. (USE SIMPSON LUS26 HANGERS @ EA. JOIST) 2. SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES & RAFTERS TO GIRDER TRUSSES, BEAMS AND/OR LEDGER BOARDS. 3. DO NOT SCALE DRAWINGS FOR INFORMATION SHOWN. 4. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN. 5. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL INFORMATION. (VENTING, FLASHING, INSUL., ETC.) 6. SISTER MUTLI JOIST BEAMS S FOLLOWS: (2) 2x - (2) ROWS 16d (0.128"x3") NAILS @ 12" O.C. (3) 2x - (3) ROWS 16d (0.128"x3") NAILS @ 12" O.C. (EA. SIDE) 7. ALL GLUE -LAM BEAMS SHALL BE 24FV4 UNLESS OTHERWISE NOTED. 8. (6) SDS %" x 6" SIMPSON SCREWS (RAFTER TO BEAM R01) Eric. C�•r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U _ o _0 0 U) CIO Q L co C: O N ON E -0 cO O E 0 Q O _0 W Im O O = u: M �_ um Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AS1 02 03/09/2021 FRAMING NOTES 1. ALL PERIMETER AND BEARING WALL HEADERS TO BE 48 #2 DF UNLESS OTHERWISE NOTED REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Top Floor Roof Framing Plan Scale: 1 /4"=1'-0" 2. SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES & RAFTERS TO GIRDER TRUSSES, BEAMS AND/OR LEDGER BOARDS. 3. DO NOT SCALE DRAWINGS FOR INFORMATION SHOWN. 4. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN. 5. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL INFORMATION. (VENTING, FLASHING, INSUL., ETC.) 6. SISTER MUTLI JOIST BEAMS S FOLLOWS: (2) 2x - (2) ROWS 16d (0.128"x3") NAILS @ 12" O.C. (3) 2x - (3) ROWS 16d (0.128"x3") NAILS @ 12" O.C. (EA. SIDE) 7. ALL GLUE -LAM BEAMS SHALL BE 24FV4 UNLESS OTHERWISE NOTED. 8. (6) SDS%" x 6" SIMPSON SCREWS (RAFTER TO BEAM R01) Eric., Ct e-r BUILDING OFFICIAL Mar 23 2021 APPROVED DATE U _0 _ U) o 0 00 N @ °6 C O M N 70 0 ACV CO O �+-• _0 W Date: 12/11 /2018 Job #: 2018-01 Drawn: KJH Check: - Revisions BLD2018-1592 REVISION Mar 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AS1 03 03/09/2021