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L: <br />6 <br />BE6. <br />1 <br />20 A500 - TYP. BARGE BOARD <br />1" = 1'-01, <br />X <br />co <br />I <br />Z <br />I <br />C) <br />I <br />L <br />E <br />O <br />U <br />L <br />O <br />L.L. <br />ti <br />MN <br />W <br />E <br />U <br />O <br />0 <br />X <br />g <br />L <br />A <br />SHEATHING PER STRUCTURAL <br />LOOKOUT <br />ROOFTRUSS <br />1X4 TRIM BOARD <br />BARGE FASCIA <br />SHEATHING PER STRUCTURAL <br />1 <br />BE6. <br />AIR FLOW <br />�1/2" <br />I <br />2" 0 HOLES IN BIRD BLOCKING FOR <br />ATTIC VENTING. 2 - 0 <br />3 PER TRUSS BAY W/ 1/8" MESH TYP. <br />SCREEN <br />-SEE VENTING CALCULATIONS ON ROOF <br />PLAN SHEETS <br />ROOF DIAPHRAGM 1 <br />RIDGE VENT <br />BLOCKING <br />SHEATHING PER STRUCTURAL <br />ROOFTRUSS <br />16 A500 - TYP. ROOF FRAMING b RIDGE <br />1" = 1'-01, <br />EXTERIOR FINISH <br />PER ELEVATIONS <br />SHEATHING PER <br />STRUCTURAL <br />SILL SEALANT, TYP. <br />1 1/2" R-10 RIGID INSULATION <br />AT CONCRETE SLAB EDGE <br />W.R.B. <br />CONCRETE SLAB PER <br />STRUCTURAL <br />20 GA. PRE -FINISHED <br />GALVANIZED FLASHING <br />CONCRETE WALL PER PLAN <br />EXTERIOR FINISH <br />PER ELEVATIONS <br />SHEATHING PER <br />STRUCTURAL <br />SILL SEALANT, TYP. <br />1 1/2" R-10 RIGID INSULATION <br />AT CONCRETE SLAB EDGE— <br />W.R.B. 11 <br />CONCRETE SLAB PER <br />STRUCTURAL <br />20 GA. PRE -FINISHED <br />GALVANIZED FLASHING <br />CONCRETE WALL PER PLAN <br />n d <br />►g4. <br />d <br />'a - <br />ae•.d <br />GARAGE <br />TRUSS TOP CHORD RAFTER TAIL <br />TRUSS BEYOND <br />TRUSS <br />BLOCKING PER <br />STRUCTURAL <br />WALL TOP <br />PLATE <br />9 EAVE VENTING DIAGRAM <br />1 1/2" = V-0" <br />WALL ASSEMBLY PER PLANS <br />BLOCKING BETWEEN <br />JOISTS PER STRUCTURAL <br />GUTTER <br />FRAMING PER <br />STRUCTURAL —7 <br />SEE ROOF PLAN <br />_j <br />w <br />x <br />2X6 SILL PLATE <br />RIM JOIST <br />_. <br />_ <br />2X6 BLOCKING <br />U <br />DOUBLE 2X6 TOP PLATE <br />R-10 SPRAY -IN <br />FOAM INSULATION <br />a <br />FLOOR JOISTS <br />PER STRUCTURAL <br />ROOF TRUSS <br />ROOF ASSEMBLY PER PLANS <br />2X BLOCKING <br />2X BLOCKING <br />SEAL TOP OF PLATE <br />(AIR BARRIER) <br />DOUBLE 2X TOP PLATE <br />APPROVED FIRE BLOCKING <br />WALL ASSEMBLY PER PLANS <br />11 A500 - TYP. FRAMING 0 DIMISING WALL (ROOF) <br />1" = 1'-01, <br />INTERIOR <br />FLOOR ASSEMBLY PER PLANS <br />WALL ASSEMBLY PER PLANS <br />SEAL SILL PLATE TO SHEATHING <br />(AIR BARRIER) <br />2X SILL PLATE <br />RIM JOISTS PER STRUCTURAL <br />APPROVED FIRE BLOCKING <br />2X BLOCKING <br />DOUBLE 2X TOP PLATE <br />SEAL TOP OF PLATE (AIR BARRIER) <br />11 ••� :_11 ► C�► � 11 ► 1 <br />(2) 2X10 WD FRAMING <br />FIBER CEMENT ACCENT <br />TRIM PER ELEVATION <br />PROVIDE GAP AND CAULK <br />AS REQ'D PER MFR. <br />FIBER CEMENT SIDING <br />PER ELEVATION <br />WALL TYPE <br />PER PLAN <br />EXTERIOR <br />%8 A500 - TYP. ROOF FRAMING b SHED ROOF <br />1" = 1'-01, <br />3 1/2 SQ HSS COLUMN PER STRUCTURAL <br />ALL FRAMING MATERIAL WITHIN COLUMN <br />FURRING TO BE FRT <br />BASE PLATE PER STRUCTURAL <br />GROUT <br />SILL PER STRUCTURAL <br />PIER PER STRUCTURAL <br />�7� COLUMN SECTION (aa BUILDING ENTRY <br />1 1/2" = V-0" <br />c <br />a <br />• 11 <br />F_ <br />FINISH PER ELEVATIONS <br />1/2" PLYWOOD SHEATHING <br />ALL FRAMING MATERIAL WITHIN COLUMN <br />FURRING TO BE FRT <br />STEEL BASE PLATE PER STRUCTURAL <br />1/2 SQ HSS COLUMN PER STRUCTURAL <br />!-HOUR FIRE RATED COLUMN <br />>EE ASSEMBLY 0F2 ON SHEET A041 <br />L_ <br />DOOR FRAME BEYOND <br />SLAB ON GRADE ASSEMBLY <br />PER STRUCTURAL <br />DOOR THRESHOLD <br />BEARING SOIL <br />R-10 RIGID INSULATION 24" <br />HIGH MINIMUM <br />STEMWALL PER STRUCTURAL <br />TIGHT LINE <br />CONCRETE FOOTING & <br />REINFORCING PER STRUCTURAL <br />DRAIN ROCK AND <br />FILTER FABRIC <br />PERF. FOOTING DRAIN <br />IF REQ. BY SOIL REPORT <br />ROOF ASSEMBLY PER PLANS <br />JOH NSON BRAD N DiNc. <br />BAFFLE W/ 1"MIN. AIRSPACE <br />15200 52nd Ave. South <br />VENTED BLOCKING <br />Suite 300 <br />18 98 WA 8 <br />Seattle, WA 98 8 <br />SEAL TERMINATION OF WATER <br />Phone 8 00 <br />RESISTANT BOARD W/ <br />www.johnsonbraund.com <br />SEALANT (TYP.) AIR BARRIER <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, <br />GUTTER <br />Jeffrey A. Williams, <br />ROOFTRUSS <br />?X FASCIA <br />?X DOUBLE TOP PLATE <br />NALL ASSEMBLY PER PLANS <br />DEADER PER STRUCTURAL <br />RIGID INSULATION <br />A500 - TYP. ROOF FRAMING b EAVE <br />1" = 1'-01, <br />WALL ASSEMBLY PER PLANS <br />FLOOR ASSEMBLY PER PLANS <br />2X6 SILL PLATE <br />FLOOR JOISTS PER STRUCTURAL <br />RIM JOIST <br />R-21 SPRAY -IN FOAM INSULATION <br />2X6 BLOCKING <br />4011to] „•GPI <br />%3� TYP. FLOOR FRAMING b EXTERIOR WALL 2 <br />1" = 1'-01, <br />F <br />c <br />c <br />F <br />a <br />L <br />L <br />a <br />SEALANT & BACKER ROD <br />(2) 2X10 WD FRAMING <br />20 GA PRE -FINISHED <br />GALVANIZED METAL FLASHING <br />2ND FLOOR ,h <br />SUBFLOOR <br />R-21 SPRAY -IN FOAM INSULATION <br />FIBER CEMENT ACCENT <br />TRIM PER ELEVATIONS <br />FIBER CEMENT SIDING <br />PER ELEVATIONS <br />2x6 NAILER <br />7A <br />WALL ASSEMBLY PER PLANS <br />SLAB ON GRADE ASSEMBLY PER STRUC <br />-J <br />BEARING SOIL <br />R-10 RIGID INSULATION 24" HIGH <br />MINIMUM <br />STEMWALL PER STRUCTURAL <br />TIGHT LINE <br />CONCRETE FOOTING & <br />REINFORCING PER STRUCTURAL <br />DRAIN ROCK AND <br />FILTER FABRIC <br />PERF. FOOTING DRAIN <br />IF REQ. BY SOIL REPORT <br />8556 <br />REGISTERED <br />ARCHITECT <br />eFFREY THUR WILLIAM <br />WASHINGTON <br />STAMP <br />Q <br />0 <br />m <br />F <br />U) <br />0 <br />� <br />LU <br />LU <br />w <br />o <br />w <br />a <br />H <br />w <br />0 <br />0 <br />`Q <br />W <br />Q <br />o <br />N <br />O <br />c <br />0 <br />a <br />�L <br />N <br />d <br />0 <br />d <br />0 <br />d <br />0 <br />Ji <br />w <br />0 <br />a <br />Ji <br />w <br />0 <br />r <br />z <br />Q <br />z <br />0 <br />w <br />co <br />0 <br />ILL <br />w <br />0 <br />z <br />w <br />z <br />z <br />0 <br />z <br />�w <br />�11� <br />Q <br />w <br />Q= <br />L <br />Q1T <br />E�z <br />Off <br />z <br />M <br />w m <br />O <br />CNI <br />� <br />F O <br />V/ <br />L <br />�Q <br />o= <br />ILL <br />w, <br />W <br />> <br />Lu a) <br />O <br />� <br />�O <br />L <br />> <br />F_ <br />a <br />LU <br />0 <br />LU <br />z <br />QV�o <br />a-Q L <br />� <br />UJ <br />_ O 00 <br />J (n O <br />wF <br />U w <br />Lu <br />0- n�Q <br />z> <br />L <br />0 <br />Q =w� <br />az <br />Q <br />Lu <br />o� <br />W <br />z - O (1) <br />U) - <br />11 <br />cn <br />O LOLL C pp <br />a_ <br />PROJECT #: 1827 <br />DRAWN BY: AT <br />CHECKED BY: ST <br />BUILDING DETAILS <br />w <br />Q <br />z <br />Lu <br />J_ <br />LL <br />A500 <br />PERMIT SET 10/09/2020 <br />