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a <br /> a WALL ASSEMBLY PER PLANS 12 <br /> BLOCKING BETWEEN <br /> JOISTS PER STRUCTURAL ROOF ASSEMBLY PER PLANS <br /> GUTTER BAFFLE AIRSPACE OHNSON BRAUND- <br /> N .2"0 HOLES IN BIRD BLOCKING FOR FRAMING PER 15200 52nd Ave.South <br /> a ATTIC VENTING. 2'-0" Suite 300 <br /> 3 PER TRUSS BAY W/1/8"MESH TYP, STRUCTURAL VENTED BLOCKING <br /> Seattle,WA 88 <br /> SCREEN SEE ROOF PLAN SEAL TERMINATION OF WATER phone 206.766.66.8300 <br /> -SEE VENTING CALCULATIONS ON ROOF RESISTANT BOARD W/ v° phnsonhmund— <br /> //���� PLAN SHEETS w SEALANT(TYP.)AIR BARRIER ARCHITECTURE <br /> ROOF DIAPHRAGM _ <br /> E6. E6. INTERIOR DESIGN <br /> RIDGE VENT Greg y A.' illia <br /> 1 AIRFLOW � GUTTER JefFrey A.Wllllama, <br /> BLOCKING <br /> 2X6 SILL PLATE ROOF TRUSS <br /> SHEATHING PER STRUCTURAL SHEATHING PER STRUCTURAL <br /> LOOKOUT ROOFTRUSS <br /> ROOF TRUSS TRUSS TOP CHORD RAFTER TAIL = RIM JOIST 2X FASCIA <br /> 2X6 BLOCKING <br /> 1X4 TRIM BOARD TRUSS BEYOND ti DOUBLE 2X6 TOP PLATE 2X DOUBLE TOP PLATE <br /> SEE ROOF PLAN <br /> TRUSS R-10 SPRAY-IN WALL ASSEMBLY PER PLANS <br /> Lff BLOCKING PER FOAM INSULATION <br /> BARGE FASCIA STRUCTURAL a <br /> FLOOR JOISTS HEADER PER STRUCTURAL <br /> SHEATHING PER STRUCTURAL WALL TOP PER STRUCTURAL <br /> PLATE RIGID INSULATION <br /> 8556 <br /> 20 A500-TYP.BARGE BOARD 16 A500-TYP.ROOF FRAMING Cad RIDGE �9� EAVE VENTING DIAGRAM �8�A500-TYP.ROOF FRAMING(d)SHED ROOF 4 A500-TYP.ROOF FRAMING an EAVE gRc13iITEc <br /> 1"=1'-0" 1"=1'0, 1 1/2"=T-0" T'=1'0" 1.'=1'-0" - <br /> I FFRF.Y ARTH[IR riII.I.IAM <br /> STATE OF WASHINGTON <br /> STAMP <br /> k <br /> 5� <br /> at <br /> o� <br /> 3 1/2 SO HSS COLUMN PER STRUCTURAL a <br /> ALL FRAMING MATERIAL WITHIN COLUMN rn <br /> FURRING TO BE FRT <br /> BASE PLATE PER STRUCTURAL <br /> ROOF TRUSS <br /> GROUT <br /> ROOF ASSEMBLY PER PLANS WALL ASSEMBLY PER PLANS <br /> ZX BLOCKING SILL PER STRUCTURAL <br /> FLOOR ASSEMBLY PER PLANS <br /> 2X BLOCKING - PIER PER STRUCTURAL 2X6 SILL PLATE <br /> FLOOR JOISTS PER STRUCTURAL <br /> SEAL TOP OF PLATE � �• <br /> (AIR BARRIER) < RIM JOIST <br /> DOUBLE 2X TOP PLATE '- = , ;. .e !" R-21 SPRAY-IN FOAM INSULATION p <br /> e.. <br /> APPROVED FIRE BLOCKING 2X6 BLOCKING <br /> WALL ASSEMBLY PER PLANS DOUBLE 2X6 TOP PLATE <br /> A500-TYP.FRAMING lad DIMISING WALL(ROOF) 7 COLUMN SECTION lad BUILDING ENTRY %3\TYP.FLOOR FRAMING lab EXTERIOR WALL 2 0 <br /> C <br /> EXTERIOR FINISH 7 <br /> PER ELEVATIONS A500 <br /> SHEATHING PER SEALANT&BACKER ROD <br /> STRUCTURAL <br /> I� (2)2X10 WD FRAMING 3 <br /> SILL SEALANT,TYP. <br /> FINISH PER ELEVATIONS 20 GA PRE-FINISHED <br /> 1 1/2"R-10 RIGID INSULATION <br /> AT CONCRETE SLAB EDGE- 1/2"PLYWOOD SHEATHING <br /> W.R.B. WALL ASSEMBLY PER PLANS GALVANIZED METAL FLASHING o <br /> FLOOR ASSEMBLY PER PLANS <br /> i °.{, -" t 2ND FLOOR <br /> •y °- i <br /> CONCRETE SLAB PER '' ' .° ALL FRAMING MATERIAL WITHIN COLUMN SUBFLOOR <br /> STRUCTURAL �•y SEAL SILL PLATE TO SHEATHING FURRING TO BE FRT <br /> a (AIR BARRIER) 1 O G <br /> 20 GA.PRE-FINISHED STEEL BASE PLATE PER STRUCTURAL <br /> GALVANIZED FLASHING II 2X SILL PLATE <br /> R 21 SPRAY IN FOAM INSULATION <br /> N <br /> RIM JOISTS PER STRUCTURAL 3 1/2 SQ HSS COLUMN PER STRUCTURAL = - <br /> FIBERCEMENT ACCENT <br /> JOISTS PER <br /> TRIM PER ELEVATIONS GI <br /> IIo <br /> APPROVED FIRE BLOCKING 2-HOUR FIRE RATED COLUMN <br /> STRUCTURAL o O E� <br /> 2X BLOCKING SEE ASSEMBLY OF2 ON SHEET A041 PER ELEVATIONS �.1 <br /> CONCRETE WALL PER PLAN DOUBLE 2X TOP PLATE L �€ <br /> 2x6 NAILER C d <br /> GARAGE SEAL TOP OF PLATE(AIR BARRIER) Q <br /> \ L3 0 <br /> 12 PT SLAB EDGE OVERHANG 10 A500-TYP.FLOOR FRAMING Gil DEMISING WALL 6 \COLUMN PLAN(rD BUILDING ENTRY 4�D TRIM Q 2ND FLOOR = <br /> 1 1/2"=V-0" 1"=1'-0" ` _o <br /> /0 w z �3 <br /> d WALL ASSEMBLY PER PLANS L o a E w 3z <br /> ZI s 3 °a w�a ; <br /> E5 L SLAB ON GRADE ASSEMBLY PERJ UC. 0 r 3 o m w 3 <br /> m <br /> m O w 8 m <br /> m EXTERIOR FINISH <br /> PER ELEVATIONS PER <br /> FRAME BEYOND <br /> SLAB ON GRADE ASSEMBLY <br /> `I SHEATHING PER / PER STRUCTURAL IIIIII —III— <br /> y STRUCTURAL III DOOR THRESHOLD ,�' . I11I�IIIIIIIIIIIIIIII <br /> E SILL SEALANT,TYP. _ _ _ <br /> O I BEARING SOIL ICI BEARING SOIL <br /> U 1 1/2"R-10 RIGID INSULATION - <br /> .. — — <br /> j AT CONCRETE SLAB EDGE— <br /> 0 "- ' R-10 RIGID INSULATION 24 — R-10 RIGID INSULATION 24"HIGH <br /> tl W.R.B. 1 1/2" -{.�: .;. FASREQ'DPERMFR. <br /> D FRAMING o� o°° ..',.:.II.° o° o°° HIGH MINIMUMU� F III — <br /> 0 0 0 00 MINIMUM <br /> STRUCTURAL CONCRETEAB PER MENT ACCENT =-t".' — STEMWALL PER STRUCTURAL ° 1E= — III= <br /> °,; = = III= III= — —III= STEMWALL PER STRUCTURAL <br /> ELEVATION = _ —_ _ = r )ll-1u <br /> 20 GA.PRE-FINISHED —III—II —IIIII— w =11 =� <br /> GAP AND CAULK III= III= = I=_ TIGHT LINE w = = = TIGHT LINE <br /> GALVANIZED FLASHING . III — .. III= = �+ IIIE = 1� ll-- I— CONCRETE FOOTING& 1— �— = CONCRETE FOOTING& <br /> MENT SIDING III III = — - <br /> 0ATION =III=ICI III=III= REINFORCING PER STRUCTURAL - =ma III== REINFORCING PER STRUCTURAL PROJECT#: 1827 <br /> —III—II �I =III _—II <br /> WALL TYPE =Jl III— DRAIN ROCK AND �1= III= DRAIN ROCK AND DRAWN BY: AT <br /> PER PLAN ^- - III= FILTER FABRIC °0 = <br /> =III= ' ..•... .°. p�� = "'. -'_ 1: Qo0 = FILTER FABRIC <br /> CONCRETE WALL PER PLAN o PERF.FOOTING DRAIN .'•. Ooo CHECKED BY: ST <br /> g INTERIOR EXTERIOR )ll Jll + o o I Lu <br /> ` _ O� — -`°-a'•'` j. -p: O�=O° PERF.FOOTING DRAIN <br /> GARAGE III—III ^,,:.;,`-_.;__ o° IF REQ.BY SOIL REPORT III O <br /> o � IF REQ.BY SOIL REPORT <br /> 11=III=1 :. .. ° o I I-I I.'.::.';'..;..-__ .. °I <br /> — — —_ <br /> ",".:° oo -- '•'' o BUILDING DETAILS <br /> U I I1=1 11=1I I�I I—I I1=1I1=1I1=1I1=1 I�I IHI I I1= 11=1I I <br /> _I-III-1 1-III-ITI-III=ITI=III=1r1=111- -III-III-III=III=III-11111-11111=1 <br /> w 13 1" SLAB EDGE FLUSH 14 BAND TRIM PLAN �s�AS00-FOUNDATION!�WALKWAY/PATIO A500-TYP.FOUNDATION A5 0 0 <br /> w PERMIT SET 10/09/2020 <br />