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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 />m <br />SEE ROOF <br />PLAN FOR <br />GUTTER PER PLAN <br />LOCATION <br />2x10 AS <br />APPROVED <br />BY TRUSS <br />SUPLYER <br />ROOF TRU <br />BOTTOM C <br />1\TJ u/-% I t IIVJVLl111%al14 <br />d- <br />i <br />n FURNACE PLATFORM <br />�—��z• _ ,�—o� SECTION <br />* OMIT BLOCKING ONLY <br />AT DUCTWORK <br />TOE NAILING <br />ANGER <br />NGE <br />/RAP BEAM <br />MIN (1) LAYER <br />GWB <br />COMPOSITION SHINGLES <br />OVER #15 FELT <br />OVER ROOF SHEATHING <br />FILL VOID WITH <br />SOLID BLOCKING 12 / SOLID RIGID <br />6 F INSULATION <br />Ac <br />"- 2x4 <br />METAL EAVE � <br />FLASHING TAP OF PLATE <br />2 6 <br />I <br />1 2 6' <br />5/4x4 FASCIA <br />I 17 <br />SIDING OVER 5/8' TYPE 'X' I 5/8" TYPE 'X' GWB <br />GYP SHEATHING OR i I <br />DENSGLASS SHEATHING <br />i <br />I 1 HOUR EXTERIOR WALL <br />AF <br />C, FIREPLACE ROOF <br />1-1/2 It = 1 0-0 It <br />SECTION <br />5/8" TYPE 'X' GWB <br />17 I <br />D1 1 HOUR EXTERIOR WALL <br />i <br />SIDING OVER 5/8' TYPE 'X' I 9 <br />GYP SHEATHING OR I D1 <br />DENSGLASS SHEATHING nl� 2 s <br />I 2 2 <br />j FILL VOID WITH <br />I >< SOLID RIGID <br />IN N <br />10 4 10 <br />I <br />I 2 6 <br />RS PLYWOOD OVER (2) <br />LAYERS %" TYPE 'X' GYP a I 1 x6 PT PLATE <br />SHEATHING OR DENSGLASS <br />SHEATHING `_ a <br />° a <br />in FIREPLACE FLOOR <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />Z —INSULATION BAFFLE <br />TYPICAL EXTERIOR WALL <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 />FLASHING <br />SEE ROOF <br />� <br />PLAN FOR <br />GUTTER <br />LOCATION <br />CUT TAILS BACK AND <br />INSTALL <br />STRUCTURAL <br />FASCIA <br />PER FRAMING <br />PLAN <br />1-1/2 1'-0" SECTION <br />EXTEROR WALL I-�--- --WALL--TO--ROOF <br />1 FLASHING <br />D2 ROOFING OVER <br />ROOF SHEATHING <br />12 <br />4 <br />10 2x BLKG. <br />INTERIOR PORCH ROOF <br />D1 <br />s MONO TRUSSES <br />-- - AT 24" O.C. <br />BEAM PER STRUC. <br />11 �!8" TJ <br />D 16" O. C. <br />TRUSS HANGER <br />s 2 5 4x3 TRIM <br />PER PLAN <br />PERFORATED PORCH <br />I I FIBER -CEMENT SOFFIT <br />1-- SIDING 1x3 TRIM AT 2x10 TRIM AT <br />OVER EXTR. PERIMETER OF PERIMETER OF <br />WALL SHTG. PORCH CEILING PORCH <br />ti <br />PORCH ROOF AT CANTILEVER <br />SECTION �"� 1" = 1'-0" SECTION <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />—ROOF JACK VENT <br />TYPICAL EXTERIOR WALL <br />SEE ROOF PLAN <br />FOR SLOPE <br />12 <br />SOLID BLOCK <br />METAL <br />I _ EAVE <br />FLASHING <br />1 <br />SEE ROOF <br />I PLAN FOR <br />I PER PLAN GUTTER <br />I LOCATION <br />j CUT TAILS BACK AND <br />INSTALL STRUCTURAL <br />FASCIA PER FRAMING <br />PLAN <br />COMPOSITION SHINGLES <br />7 <br />OVER #15 <br />FELT OVER <br />ROOF SHEATHING <br />SEE ROOF PLAN <br />INSULATION BAFFLE <br />FOR SLOPE <br />0 <br />12 <br />VENT BLOCK WITH <br />(3) 2"0 SCREENED <br />VENTS <br />Q Z <br />-- <br />METAL EAVE <br />S <br />, <br />FLASHING <br />A TI I S L TIcn <br />z w <br />0 <br />J <br />2 6 <br />10 <br />;' 2 6 <br />D2 <br />I BEAM PER <br />1 SEE ROOF <br />D2 I FRAMING PLAN PLAN FOR <br />PER PLAN <br />GUTTER <br />TYPICAL EXTERIOR WALL <br />I <br />I <br />LOCATION <br />NO WALL OR ATTIC <br />INSULATION AND <br />CUT TAILS BACK AND <br />BAFFLE AT GARAGE <br />INSTALL STRUCTURAL <br />FASCIA PER FRAMING <br />PLAN <br />TYPICAL <br />EAVE <br />1 <br />1-1/2" = 1'—o" <br />SECTION <br />,,,%&,r%^r„T,e%., m�OFfNG <br />RAKE FL) <br />1 x3 TRIM <br />5/4x8 Tf <br />OUTRIGGER <br />GABLE RAKE DETAIL <br />1-1/2 It = 1'-0" <br />METAL RAKE <br />FLASHING --� <br />5/48 FASCIA — - <br />EATHING <br />SECTION <br />COMPOSITION ROOFING <br />OVER ROOF SHEATHING <br />SIDING OVER <br />sHEnMwc <br />� FIREPLACE GABLE DETAIL <br />1-1/2 " = 1'-O" <br />SECTION <br />YL WINDOW <br />)OD TRIM TYP. SIZE <br />)TED ON EXTERIOR ELEVATIONS. <br />'L. FLASHING <br />COMPOSITION SHINGLES <br />OVER ROOF SHEATHING <br />x FRAMING <br />YPICAL EXTERIOR <br />WALL <br />n ROOF AT GARAGE n SIDE YARD EAVE n WINDOW SILL AT ROOF <br />Lr <br />i—i/s' — r—o• SECTION �—,�z� — r—o• SECTION � �� i—i/z' = i'—o' SECTIONC, <br />Sheet Order: A S D ' <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-a <br />CD <br />N <br />L <br />,a <br />a <br />o <br />•� <br />Z <br />OC <br />N <br />u <br />L <br />C <br />O <br />EF <br />o <br />0 <br />V <br />o <br />Qz <br />to <br />. <br />CO <br />0 <br />C <br />Ln <br />cm <br />� <br />� <br />f � <br />r <br />C <br />m <br />uj <br />0 <br />a <br />V <br />z <br />N <br />Q <br />�-' <br />i <br />Q. <br />E <br />UJL <br />O <br />0 <br />L) <br />D <br />a) <br />> <br />'m <br />0 <br />0 <br />3: <br />L <br />j <br />E <br />i <br />> <br />0 <br />Z <br />J <br />� <br />W <br />c <br />Job No.: 14-38 <br />Sheet No.: <br />D3 <br />0 <br />a <br />