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GENERAL NOTES: REVISIONS By 1. VERIFY DIMENSIONS SHOWN ON PLANS,DO NOT SCALE OFF PLAN COPY. NEW t EXISTING WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL 2. FRAME NEW INTERIOR t EXTERIOR WALLS•ADDITION W/2x4 STUDS(VERIFY LENGTH) BEAM SCHEDULE •1"..O.C.TYP.(MATCH EXIST.PLATE HEIGHT) 3. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")BTWN.ROUGH OPNG. DINING ROOM BEAM• SIZE t TYPE REMARKS AND NEAREST PERPENDICULAR WALL, IF EXIST.BEDROOM WINDOWS REPLACED 4x4 HF•2 VERIFY EGRE56 WINDOW DIMENSIONS,CLEAR OPENING 1 SILL HEIGHT COMPLY W/ IL IRC SECTION 310(MIN.5.1 S.F.NET CLR.OPNG.,MIN,24"OPNG.HGT.,MIN,20"OPNG. WIDTH,MAX.44"FINISHED SILL HGT.J. VERIFY SPECS.WITH WINDOW SUPPLIER AND/ Q 4x6 HF•2 OR MANUFACTURER Q g 4. INSTALL I/2"GYPSUM WALLBOARD INTERIOR BIDE OF NEW EXTERIOR WALLS A BOTH 4x10 DF-L•2 SIDES OF NEW INTERIOR WALLS(U.N.O.BY OWNER AND/OR BUILDER). INSTALL 5/8" LIVING ROOM TYPE-X GWB•GARAGE SIDE OF GARAGE/HOUSE WALLS. INSTALL 20-MINUTE RATED DOOR ASSEMBLY BTWN.HOUSE t GARAGE W/SELF-CLOSING HARDWARE _ I 5. DIMENSIONAL LUMBER TO BE HEM-FIR•2 TYPICAL(U.N,O.). UNLESS NOTED OTHERWISE I tl ------' W USE 4.4 HF•2 HEADER IN EXTERIOR WALLS ASV.DOORS t WOWS,(NOTE:HEARTWOOD BEAMS ARE NOT TO BE USED Ill 4x DEPTH). BEAMS AND HEADERS TO HAVE 1 1/2" MIN, BEARING TYP.U.N.O. (BMS.SHOWN ARE MIN.REQ'D OR BETTER-SIZE AND/OR I M GRADE MAY BE INCREASED PER BUILDER'S DIBCRETIONJ. DESIGNER SHOULD BE CO N S U L T ED REG STRUCT. ARDING ANY CHANGES TO PLAN MADE DURING CONSTRUCTION SINCE rr^^ MEMBERS ARE SIZED FOR THEIR SPECIFIC LOCATION t LOADS SUPPORTED KITCHEN I V, I � 6. COMPLIANCE DATA FOR THE 2018 WASHINGTON STATE ENERGY CODE IS AS FOLLOWS: -- 5'-I"*/- 25'6"+/- W SLAB: R-10 RIGID INSULATION•SLAB PERIMETER t BELOW ENTIRE SLAB ui •CONDITIONED AREAS) EXTERIOR WALLS: R-21(SPRAY-FOAM NEW EXTERIOR WALLS 4 INFILLED OPNGS.• _I- i O EXIST.WALLS-MIN.R-6 PER INCH) NEW CEILING: R-49 DOOR TO GARAGE: U,300 MAX.(ONE OPAQUE DOOR UP TO 24 S.F.EXEMPT) WINDOWS: U•.280 MAX.(NEW t REPLACED WDWS.,ONE WDW.UP TO 15 S.F. EXEMPT) I I EXISTING FLOOR: R-30 WHERE EXIST.INSUL.DISTURBED BY CONSTRUCTION I I I h EXIST.EXT.WALLS: R-11 ASSUMED I I I Q N EXIST,CEILING: R-49 WHERE EXIST.INSUL.DISTURBED BY CONSTRUCTION I I O a ADDITIONAL ENERGY EFFICIENCY REQ'MENTS PER WSEC SEC.R406(ADDITIONS LESS I I I Q Q THAN OR EQUAL TO 500 S.F.:L5 CREDITS)ARE AS FOLLOWS: SYSTEM TYPE 4:FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WITH A I I I I J DUCTLESS MINI SPLIT HEAT PUMP SYSTEM IN ACCORDANCE WITH SECTION R403.T.1 INCLUDING THE EXCEPTION:0.5 CREDITS I I Imo', I I °o E OPTION 1.3:VERTICAL FENESTRATION U.0 .0.28,SLAB ON GRADE R-10 PERIMETER t I FAMILY ROOM I 1 3-0 I --y-------_ 1 ----------- 1 , 3 8 UNDER ENTIRE SLAB:0.5 CREDITS I I I W w OPTION 11:REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOURta MAXIMUM AT 50 PASCALS:0.5 CREDITS 1 I LAU CRY '_3 2-CAR GARAGE � I � 2 y a GLAZING TOTAL: EXISTING REMOVED/REPLACED:3.0 S.F.NET DECREASE 1 ' I i rn PROPOSED:35.0 S.F.(8.1%OF GROSS FLR.AREA ADDED) 1 $ RELOCATE EXIST.ATTIC M i VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS,IN CORNERS 4 FITTED AROUND 1 - - ACCESS(SEE NOTE-5) WIRING. WHERE EXIST.INSULATION 18 DISTURBED BY CONSTRUCTION REPLACE WITH I D W I d 2018 WSEC REQ'D INSUL.R-VALUES(EXIST.INSUL NEED NOT BE UPGRADED TO 2018 I SEE I I a+ i WSEC REQUIREMENTS IF UNDISTURBED). REFER TO 2018 WSEC CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY(CLIMATE ZONE 4C)FOR VERIFICATION OF ALL INSUL.VALUES I Ko ycaft S. V, U • V m N T. STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOWS: 20,II, ,1I, 4k' I O ROOF: 25•PSF LIVE LOAD,35•PSF TOTAL LOAD ( _ ) ( 4 1, 4'-6" Q? v./ I N Z WALL WEIGHT: 10•PSF TOTAL �/ �J ' FLOOR: 40•PSF LL,50•PSF TL I,I B. INSTALL 6-MIL BLACK POLYETNYLINE CLASS I VAPOR RETARDER ON BARE GROUND BATH 03 BATH 01 d SEE NOTE•a _____ - _______ BEFORE POURING NEW SLAB t ON EXIST.GARAGE SLAB BEFORE INSTALLING RIGID ® n ISTIN ; INSUL.t BEFORE POURING NEW SLAB M RNAC ,p BATH •2 9 T4x4 9. ATTIC ACCESS MIN.30"x 22"(VERIFY LOCATION). INSULATE ACCESS DOOR/HATCH TO 4x4 POSTATTIC TO THE EQUIVALENT RATING OF THE INSULATED CEILING THROUGH WHICH IT -PENETRATES IF LOCATED IN CONDITIONED SPACE. MAINTAIN I-HOUR CLG.RATING IF ------- 3'-315" II'-6ui" T'14=2'rR.O. LOCATED IN GARAGE. VERIFY INSULATION DAMS ARE INSTALLED AROUND ATTIC IACCESS TO MAINTAINREQD INSUL.DEPTH. MIN.HEADROOM ABV.ATTIC ACCESS TO4x4BE NO LESS THAN 30"CLEAR AT ANY POINT(ACCESS NOT REQ'D TO ATTICS W/LESS POST - _ABOVE-SEE SEE NOTE•3THAN 30"CLEARANCE). VERIFY OPNG.BTWN.EXIST.ATTIC t NEW ATTIC FOR ACCESS _____ + z 10. MINIMUM EXHAUST FAN SIZES REQ'D TO COMPLY WITH THE WASHINGTON STATE VENTI- T BEARING Z LATION AND INDOOR AIR QUALITY(VIAQ)CODE ARE AS FOLLOWS: -,N'd SEE� NOTE•12 POINTS OF NEW GIRDER 1u LAUNDRY ROOM: 50 GFM(80 CFM RECOMMENDED) * SEE NOTE•II TRUSS C2 LOCATIONS) p Q z NOTE:ALL FANS ON 20-MINUTE TIMER TYPICAL. VERIFY PROPER INSTALLATION OF - L) BAFFLES TO MAINTAIN REQ'D VENT OPNGS.IN CEILING. UNDERCUT INTERIOR DOORS r I I I ' m U- TO ALLOW FOR AIR MOVEMENT. SEE ELECTRICAL PLAN ON SHEET 6 FOR LOCATION m I 110 BEDROOM •6 BEDROOM •5 W ^_+ OF EXHAUST FAN(VERIFY ALL EXHAUST FAN VENT DUCTS TERMINATE AT EXTERIOR BDRM, �3 rcl I i� - z Q OF BUILDING,TYP.) BEDROOM MI iu �I 11� a: aZ II. RELOCATE EXISTING GAS METER TO EAST BIDE OF PROPOSED ADDITION(VERIFY WITH I 1 I N OWNER,BUILDER AND GAS COMPANY) BEE NOTE•4 12, REMOVE EXIST.BEARING WALL AFTER EXIST.RAFTERS t TRUSSES HAVE BEEN HUNG Lu 0 - N 2 FROM NEW GIRDER TRUSS(SEE ROOF FRAMING PLAN ON$HT.5) 13, RELOCATE EXISTING DRYER VENT TO EXTERIOR 5036 XO 5036 XO idLu di EG ESS E88 Q 7 ID Lu 1: 0) Q 2'-10 3'-10" 4'-6" 4-915n UJ/I Z 2'-3"+- 9'-315" S'-31]" li. ru ru _ 20'-10" BEDROOM 02 BEDROOM •4 5 1 n I m II I I II N I I I I FLOOR PLAN PLAN @2023 uPL EXISTING PROPOSED TOTALS NORTu AccPL.4/V CuaraM LIVING SPACE 1,S62 S.F. +432 S.F. 2,394 S.F. SCALE: 1/4" • 1'-0" SU)LO/NO DEa/aN CITY OF EVERETT DRAWN BY GARAGE TII S.F. -242 S.F. 469 B.F, 0 EXISTING WALLS MIT BJ ---------- REMOVED REVIEWED FOR PER _-_: REMOVED WALLS DATE 0 NEW WALLS DULY 14,2023 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2315 STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SHEET COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(t ASSOCIATED ADOPTED CODES), 2018 WASHINGTON STATE ENERGY CODE,AND ALL APPLICABLE LOCAL,STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING DEPARTMENT OF JURISDICTION, DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 4 OF SEVEN SWEETS