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REVISIONS BY <br /> COMPOSITION ROOFING(VERIFY <br /> .. TYPE t COLOR WITH OWNER) <br /> 2.10 DF-L•2 RIDGE <br /> 30-BUILDING PAPER <br /> 2x10 COLLAR-TIE <br /> 1/2"CDX PLYWOOD OR 1/16"OSB ®24"O.C. <br /> SHEATHING(VERIFY W/BUILDER) 2XIO PLATE ON EXIST,ROOF SHTH'G. <br /> 2.6 RAFTERS o 24"O.C. PER ROOF FRAMING PLAN ON SHT.5 <br /> ENGINEERED TRUSSES o 24"O.G. PER ROOF FRAMING PLAN ` <br /> BAFFLE FOR I"MINIMUM AIR <br /> SPACE ABOVE INSULATION <br /> 12 <br /> SIMPSON HI(OR EQ.)EACH EXIST.TRUSSES o 24"O.G. 4(VERIFY) <br /> TRUSS TYPICAL <br /> I <br /> 2 REMOVE EXIST. <br /> x4 BLOCKING <br /> ROOF SHTH'G, <br /> ENG'D GIRDER TRUSS �'�" 51•s4s � ` V <br /> 2x4 SOFFIT NAILER (HANG EXIST.TRUSSES/ <br /> 2x(.FASCIA/SOFFIT NAILER RAFTERS NEW MONO- R-49 INSULATION TYPICAL ADDITION ♦♦♦� <br /> TRUSSES) a CEILING 4 EXIST.CLG.DISTURBED INSUL. I y <br /> Ix6 8182E CEDAR OR PRIMED-SPRUCE <br /> r` rn <br /> FASCIA W/5"CONT.PAINTED METAL 1/2"HIGH-DENSITY OR 5/8"TYPE-X 5/8"TYPE-X GWB• <br /> GUTTER(MATCH EXISTING) (2)2x4 TOP PLATE(LAP ----ti; ;;SPLICES 48"MIN.TYP.) GWB o INTERIOR CEILINGS TYP. GARAGE CEILING TYP. I <br /> SOFFIT(MATCH EXIST.)W/2"CONT. i Q <br /> SCREENED VENT o ADDITION ONLY 2x4 STUDS o 16"O.G.TYP. 5/8"TYPE-X GWB o GARAGE i Its <br /> TYPICAL <br /> 1/2"CDX PLWD.OR T/I6"OSB SHEATHING SPRAY-FOAM INSULATION TYP.EXTERIOR Z EXIST.STUD WALL <br /> (VERIFY TYPE WITH BUILDER) WALLS(R-21 REQ'D,R-6 PER INCH MINIMUM) SPRAY-FOAM INSUL.TYP.HOUSE/GARAGE w W <br /> WALLS(R-21 REQ'D,R-6 PER INCH MIN.) 2 Z M <br /> TYVEK(OR EQUAL) 6 h _ <br /> BEDROOM •I& = C;ORR, P.T.2x4 BOT.PLT.TYP.INTERIOR 2-C:AR GARAGE co <br /> LAP BIDING SIMILAR TO EXISTING " F WALLS WHERE FRAMED ON SLAB O Q <br /> 1/2"GWB TYPICAL INTERIOR WALLS 1;; " F J Q Q <br /> 4"(MIN).CONIC.SLAB(PER FDN.PLAN ON <br /> 4"BRICK VENEER TO MATCH EXIST. ;; ;; fA <br /> BHT.3)W/R-10 RIGID INSUL.BELOW(OVER <br /> (3/8"WEEP HOLES o 32"O.C.MAX_, EXIST.EXTERIOR WALL REMOVED EXIST.GAR.BLAB—SEE NOTE%ON SHT.4) W <br /> 22-GAUGR METAL ANCHOR•12' O.C. EXIST.BRICK VENEER 1-4-- <br /> 4" <br /> HORIZONTAL 24"O.G.VERTICAL) CONC.SLAB(PER FDN.PLAN) P.T.2x6 PLT.(EPDXY ANCHOR BOLT INTO m 3 E <br /> W/R-10 RIGID INSUL.BELOW!• <br /> P.T.2x6 PLATE(ANCHOR PER NOTE•1 PERIMETER) EXIST.BLAB o 48"O.G.,VERIFY LENGTH— i 4 y <br /> ON SHEET 3) SEE NOTE-2 ON SHT.3) ea <br /> 6"MIN. 4"CMU ELK.BELOW BRICK VENEEigzf <br /> R-10 RIGID INSUL.•BLAB PERIMETER a �6"CONC.FOUNDATION PER FON. 6-MIL VAPOR RETARDER EXIST.CONIC.FDN. I PLAN NOTES ON BHT.3 ON COMPACTED STRUCT. c IIXIBT.CONG.GARAGE BLAB rnL FILL . p• IXIBT.CONIC.FOOTING ° En4"DIAMETER PERFORATED PIPE IN TING(SIZE 4FREE-DRAINING GRAVEL BASE IF MENT PER FDN. ADDITION EXISTING <br /> REQ'D PER IRC SEC.R405 PLAN<NOTES ON SHT.3) Z <br /> BUILDING SECTION <br /> sr-ALE: 1/2" • I'-0" <br /> COMP.ROOFING(VERIFY TYPE 4 COLOR WITH OWNER) <br /> 2x RAFTERS a 24"O.G. 30-BUILDING PAPER <br /> PER ROOF FRAMING 1/2"CDX PLWD.OR 1/16"058 SHTH'G.(VERIFY W/BLDR.) z <br /> PLAN ON SHT.5 O <br /> EXIST. 2x10 PLATE ON EXIST.ROOF SHTH'G. <br /> ROOF BEYOND ••_____ PER ROOF FRAMING PLAN ON SHT.5 z <br /> EXIST.Ix8 RIDGE BD. z <br /> O <br /> 4x4 PO BELOW 4x10 DF-L-2 2x4 r 24"O.C.FROM NEW PLT.UP TO <br /> DS BEAM EXIST.ROOF SWTW'G.ABV.(BELOWBOTH <br /> 4x10 D •2 BEAM EXIST.2x6 RAFTERS NEW 2x10 PLT.) Q <br /> 0 24"O.C. <br /> EXIST.2x8 CLG.JETS. <br /> I <br /> 2x8 BLOCKING N <br /> EXISTING <br /> TRUSSES <br /> NEW WALLS <br /> (2x4 STUDS <br /> EXIST.2x4-FRAMED •16,O.C.) <br /> STUD WALL <br /> Z Min <br /> BEDROOM "3 CLO. FURN. CORR. 0_ 7 <br /> > N <br /> 4"(MIN.(GONG.SLAB(PER FDN. <br /> PLAN)W/R-)0 RIGID INSUL.BELOW <br /> • <br /> EXIST.FLOOR PERIMETER) <br /> FRAMING <br /> C 2023 <br /> ° ° ACCUPLAN CUSTOM <br /> wa <br /> CITY OF EVERETT BU/L DRAWN BY N BY <br /> POST D FTC,BELOW FACE of REVIEWED FOR PERMIT <br /> PER FDN.PLAN ON EXIST.FDN. T.O.EXIST.SLAB DRAWN <br /> SHT.3 <br /> B <br /> o •°0 DATE <br /> DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS JULY 14,2023 <br /> THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING <br /> CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO JOB NUMBER <br /> STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL 2315 <br /> BUILDING SECTION COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY SHEET <br /> WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(t ASSOCIATED ADOPTED CODES), <br /> SCALE: 1/2" • I'-0" 2018 WASHINGTON STATE ENERGY CODE,AND ALL APPLICABLE LOCAL,STATE AND <br /> FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING <br /> DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES <br /> MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE <br /> OF SEVEN SHEETS <br />