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M TL <br />COMPOSITION SHINGLES <br />OVER #15 FELT <br />OVER ROOF SHEATHING <br />VENT BLOCK WITH <br />(3) 2"0 SCREENED 12 <br />VENTS PER <br />(SEE ROOF PLANS FOR PLAN <br />WHERE VENTING OCCURS) <br />METAL EAVE <br />FLASHING <br />H, <br />SEE ROOF 1 <br />PLAN FOR GUTTER PER PLAN <br />LOCATION <br />ROOF AT GARAGE <br />2x10 AS <br />APPROVED <br />BY TRUSS <br />SUPLYER <br />ROOF TRU <br />BOTTOM C <br />11%-ro Un 1 1 1IN VLn IIUIN <br />FURNACE PLATFORM <br />d- <br />i <br />ll-�� 1-1/2 = 1'-0" SECTION <br />* OMIT BLOCKING ONLY <br />AT DUCTWORK <br />TOE NAILING <br />ANGER <br />NGE <br />VRAP BEAM <br />41TH (1) LAYER <br />W GWB <br />SOLID BLOCKING 12 <br />6F_ <br />1,00 <br />METAL EAVE \ <br />FLASHING <br />i <br />5/44 FASCIA I <br />1 <br />I <br />SIDING OVER 5/8' TYPE 'X' i <br />GYP SHEATHING OR <br />DENSGLASS SHEATHING I <br />I <br />1 <br />COMPOSITION SHINGLES <br />OVER #15 FELT <br />OVER ROOF SHEATHING <br />FILL VOID WITH <br />SOLID RIGID <br />INSULATION <br />� 2x4 <br />70P OF PLATE <br />FIREPLACE ROOF <br />1-1/2 st = 1'-0" <br />I <br />SIDING OVER 5/8' TYPE 'X' I <br />GYP SHEATHING OR <br />DENSGLASS SHEATHING I <br />RS PLYWOOD OVER (2) <br />LAYERS %" TYPE 'X' GYP <br />SHEATHING OR DENSGLASS <br />SHEATHING <br />17 <br />D1 <br />5/8" TYPE 'X' GWB <br />1 HOUR EXTERIOR WALL <br />e <br />0 <br />m <br />■ <br />N <br />SECTION <br />--5/8" TYPE 'X' GWB <br />ln FIREPLACE FLOOR <br />N <br />e- <br />1x6 PT PLATE <br />1-1 /2" = 1'-0" SECTION <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />Z INSULATION BAFFLE <br />TYPICAL EXTERIOR WALL <br />m <br />11 %8" T <br />16" 0.( <br />TYPICAL EAVE <br />SEE ROOF PLAN <br />FOR SLOPE <br />—VENT BLOCK WITH <br />(3) 2" 0 SCREENED <br />VENTS <br />METAL <br />EAVE <br />I <br />FLASHING <br />' <br />SEE ROOF <br />PLAN FOR <br />GUTTER <br />LOCATION <br />CUT TAILS <br />BACK AND <br />INSTALL <br />STRUCTURAL <br />FASCIA <br />PER FRAMING <br />PLAN <br />1-1/2 = 1'—o" SECTION <br />EXTEROR WALL WALL —TO —ROOF <br />I <br />FLASHING <br />D2 ROOFING OVER <br />ROOF SHEATHING <br />12 <br />4 <br />2x BLKG. <br />INTERIOR PORCH ROOF <br />F.642 MONO TRUSSES <br />A7 24" O.C. <br />ft BEAM PER STRUC. <br />TRUSS HANGER <br />-------------------- ---- <br />s 5 4x3 TRIM <br />PER PLAN PERFORATEDFPORCH <br />� FIBER —CEMENT SOFFIT <br />j--SIDING 10 TRIM AT 2x10 TRIM A7 <br />OVER EXTR. PERIMETER OF PERIMETER OF <br />WALL SHTG. PORCH CEILING PORCH <br />PORCH ROOF AT CANTILEVER <br />1" = 1'-o" SECTION <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />/ —ROOF JACK VENT <br />TYPICAL EXTERIOR WALL <br />SIDE YARD EAVE <br />SEE ROOF PLAN <br />FOR SLOPE <br />SOLID BLOCK <br />METAL <br />EAVE <br />FLASHING <br />� <br />SEE ROOF <br />PLAN FOR <br />GUTTER <br />LOCATION <br />CUT TAILS BACK AND <br />INSTALL <br />STRUCTURAL <br />FASCIA <br />PER FRAMING <br />PLAN <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />INSULATION BAFFLE <br />TYPICAL EXTERIOR WALL <br />SEE ROOF PLAN <br />FOR SLOPE <br />—VENT BLOCK WITH <br />(3) 2 " 0 SCREENED <br />VEN TS <br />METAL EAVE <br />M A lCUMIn <br />INSULATION AND CUT TAILS BACK AND <br />3AFFLE AT GARAGE INSTALL STRUCTURAL <br />FASCIA PER FRAMING PLAN <br />TYPICAL EAVE <br />1-1/2 = 1'—O" <br />RAKE FLU <br />1 x3 TRIM <br />5/4x8 Tf <br />OUTRIGGER <br />SEE ROOF <br />PLAN FOR <br />GUTTER <br />LOCATION <br />SECTION <br />„„nnc+1't" "f)OFING <br />GABLE RAKE DETAIL <br />1-1 /2" = 1'—o" <br />METAL RAKE <br />FLASHING ---�\ <br />5/48 FASCIA --� <br />EATHING <br />SECTION <br />COMPOSITION ROOFING <br />OVER ROOF SHEATHING <br />SNDEAiHINVG <br />FIREPLACE GABLE DETAIL <br />1-1/2 = 1'-0" <br />SECTION <br />YL WINDOW <br />)OD TRIM TYP. SIZE <br />)TED ON EXTERIOR ELEVATIONS. <br />1. FLASHING <br />COMPOSITION SHINGLES <br />OVER ROOF SHEATHING <br />x FRAMING <br />YPICAL EXTERIOR <br />WALL <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-a <br />c <br />•� <br />'> <br />V <br />z <br />OC <br />N <br />V <br />L <br />4 <br />a <br />0 <br />0 <br />C`V <br />+- <br />a <br />a, <br />•� <br />o <br />fl <br />0 <br />0 <br />z <br />a- <br />�r <br />a <br />00 <br />a <br />as <br />a <br />c <br />N <br />� <br />O <br />m <br />L <br />W <br />w <br />m <br />o <br />a <br />Z <br />v� <br />N <br />a <br />i <br />0 <br />E <br />L <br />0 <br />0 <br />0 <br />Q� <br />■— <br />c <br />•I-+ <br />y <br />N <br />0 <br />� <br />s <br />n <br />t <br />E <br />i <br />0 <br />z <br />J <br />s <br />> <br />ui <br />i <br />o m <br />0 <br />■_ <br />(� <br />o <br />� <br />o <br />0 <br />0. <br />_j <br />Q <br />1-1 Job WINDOW SILL AT ROOF Sheet : 14-38 <br />U <br />un <br />Sheet No <br />SECTION a <br />bD3M <br />Sheet order: A S D <br />1-1 /2" = 1'-0" SECTION 1-1/2 = 1'-0" SECTION '1 . 1-1/2 = 1'-0" <br />