Laserfiche WebLink
Q <br /> WALL ASSEMBLY PER PLANS <br /> a <br /> BLOCKING BETWEEN BE6. <br /> JOISTS PER STRUCTURAL ROOF ASSEMBLY PER PLANS <br /> GUTTER BAFFLEW/1"MIN.AIRSPACE OHNSON BRAUND- <br /> 2"0 HOLES IN BIRD BLOCKING FOR FRAMING PER 15200 52nd Ave.South <br /> ATTIC VENTING. 2'-0" Suite 300 <br /> 3 PER TRUSS BAY W/118"MESH TYp, STRUCTURAL VENTED BLOCKING <br /> Shone,WA 66.88 <br /> SCREEN SEE ROOF PLAN SEAL TERMINATION OF WATER phone 206.766.8300 <br /> -SEE VENTING CALCULATIONS ON ROOF RESISTANT BOARD W/ v°m phnsonhraund— <br /> //���� PLAN SHEETS w SEALANT(TYP.)AIR BARRIER ARCHITECTURE <br /> ROOF DIAPHRAGM _ <br /> E6. E6. INTERIOR DESIGN <br /> RIDGE VENT Greg L.Allwine, <br /> 1 AIRFLOW BLOCKING GUTTER Jeffrey A.Williams, <br /> BE6. SHEATHING PER STRUCTURAL _ 2X6 SILL PLATE ROOF TRUSS <br /> SHEATHING PER STRUCTURAL 1/2" <br /> LOOKOUT ROOFTRUSS <br /> ROOF TRUSS TRUSS TOP CHORD RAFTER TAIL w 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 /> 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 i 16 A500-TYP.ROOF FRAMING Cad RIDGE �9� EAVE VENTING DIAGRAM �8�A500-TYP.ROOF FRAMING rcD SHED ROOF 4 A500-TYP.ROOF FRAMING an EAVE � gRc13iITECT <br /> 1"=1'-0" 1"=1'-0" 1 1/2"=T-0" T'=1'0" 1.1=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 /> 2X BLOCKING SILL PER STRUCTURAL <br /> FLOOR ASSEMBLY PER PLANS <br /> PIER PER STRUCTURAL <br /> 2X BLOCKING - 2X6 SILL PLATE <br /> FLOOR JOISTS PER STRUCTURAL <br /> SEAL TOP OF PLATE � '- <br /> (AIR BARRIER) < I RIM JOIST <br /> DOUBLE 2X TOP PLATE '- 'A'..' ;. .e °`!" R-21 SPRAY-IN FOAM INSULATION p <br /> APPROVED FIRE BLOCKING 2X6 BLOCKING <br /> WALL ASSEMBLY PER PLANS DOUBLE 2X6 TOP PLATE <br /> A500-TYP.FRAMING Cad DIMISING WALL/ROOF) 7� COLUMN SECTION lad BUILDING ENTRY !3\TYP.FLOOR FRAMING lad EXTERIOR WALL 2 0 <br /> C <br /> EXTERIOR FINISH 7 <br /> PER ELEVATIONS A500 <br /> SHEATHING PER SEALANT&BACKER ROD <br /> STRUCTURAL <br /> (2)2X10 WD FRAMING 3 <br /> SILL SEALANT,TYP. <br /> FINISH PER ELEVATIONS 20 GA PRE-FINISHED g <br /> 1 1/2"R-10 RIGID INSULATION <br /> AT CONCRETE SLAB EDGE— 1/2"PLYWOOD SHEATHING GALVANIZED METAL FLASHING <br /> FLOOR ASSEMBLY PER PLANS ° <br /> l i °.{, .t 2ND FLOOR a <br /> W.R.B. •y °.- WALL ASSEMBLY PER PLANS <br /> CONCRETE SLAB PER '' zo <br /> ALL FRAMING MATERIAL WITHIN COLUMN SUBFLOOR <br /> STRUCTURAL �•y SEAL SILL PLATE TO SHEATHING FURRING TO BE FRT <br /> a (AIR BARRIER) O I 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 /> �667N <br /> RIM JOISTS PER STRUCTURAL + 3 1/2 SO HSS COLUMN PER STRUCTURAL <br /> I <br /> FIBER CEMENT ACCENT <br /> JOISTS PER- <br /> TRIM PER ELEVATIONS GI <br /> - a�APPROVED FIRE BLOCKING 2 HOUR FIRE RATED COLUMN <br /> STRUCTURAL O E <br /> 2X BLOCKING <br /> SEE ASSEMBLY ON SHEET A041 PER ELEVATIONS <br /> OF2 <br /> CONCRETE WALL PER PLAN <br /> DOUBLE 2X TOP PLATE ❑ ` <br /> 2x6 NAILER <br /> C" <br /> GARAGE SEAL TOP OF PLATE(AIR BARRIER) <br /> -- ----� 7A Q 3o LL <br /> \ L d321 0 <br /> 12 PT SLAB EDGE OVERHANG 10 A500-TYP.FLOOR FRAMING(rD DEMISING WALL �6 \COLUMN PLAN(rD BUILDING ENTRY ��BAND TRIM(�D 2ND FLOOR <br /> 1"=1'-0" 1"=1'-0" 1 1/2"=V-0" 1"=1'-0" o°' w <br /> L mw r <br /> C a�N� 3 <br /> -w U y W arc <br /> w <br /> d WALL ASSEMBLY PER PLANS L o <br /> ZI s 3 °a w�a ; <br /> E5 L SLAB ON GRADE ASSEMBLY PERJ RUC. 0 r 3 o m w 3 <br /> m <br /> m O w 8 m <br /> EXTERIOR FINISH <br /> PER ELEVATIONS PER <br /> FRAME BEYOND <br /> SLAB ON GRADE ASSEMBLY <br /> `I SHEATHING PER / PER STRUCTURAL IIIIII =III= <br /> Q STRUCTURAL III DOOR THRESHOLD ,�' . I11 I�IIII111111111II1 <br /> E SILL SEALANT,TYP. _ _ _ <br /> O I BEARING SOIL ICI BEARING SOIL <br /> U 1 1/2"R-10 RIGID INSULATION - 11.. — — <br /> j AT CONCRETE SLAB EDGE— <br /> "- ' 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 o J. 0 0 0o 0" O = MINIMUM <br /> SCONCRETE TRUCTURAL AB PER MENTACCENT =-t".' — STEMWALL PER STRUCTURAL ° 1E= — III= <br /> °,; = = III=111 III= — —III= STEMWALL PER STRUCTURAL <br /> ELEVATION =� <br /> 20 GA.PRE-FINISHED —III—II —IIIII— w <br /> GAP AND CAULK III= = = I=_ TIGHT LINE w = = = TIGHT LINE <br /> GALVANIZED FLASHINGA . IyE = 1� ll-- I— CONCRETE FOOTING& 1— �— = CONCRETE FOOTING& <br /> MENT SIDING III III— = EM0ATION =III=ICI =III= REINFORCING PER STRUCTURAL - =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=III FILTER FABRIC °o = <br /> = = ' ..•... .°. p�� FILTER FABRIC <br /> CONCRETE WALL PER PLAN o PERF.FOOTING DRAIN <br /> .'•. 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 /> ��� IF REQ.BY SOIL REPORT <br /> '..;'.. <br /> oo -- '•'' o BUILDING DETAILS <br /> U I I1=1 11=1I I�I I—I I1=1I1=1I1=1I1=1 I�I I1=1 I I I I 1=1I1=1 11=1I1=1 11=1I I�I1=1I I�11=1I I <br /> II�II_I-III-1�I-III-ITI-III=ITI=III=1r1=111- 11-III-III-III=III=III-11�111-11�111=1 <br /> w 13 PT 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 />