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«rvzgi <br />C <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 SAVE <br />FLASHING <br />SEE ROOF <br />PLAN FOR <br />GUTTER PER PLAN <br />LOCATION <br />ROOF AT GARAGE, <br />7_7�_o 1-1 /2» = 1,— 0„ <br />M TL <br />H, <br />2x10 AS <br />APPROVED <br />BY TRUSS <br />SUPLYER <br />ROOF TRU <br />BOTTOM C <br />i\T.7 tJrl I I IINIJl!LLlI 11V114 <br />13)FURNACE PLATFORM <br />— +-1/2' = r—o- SECTION <br />* OMIT BLOCKING ONLY <br />AT DUCTWORK <br />COMPOSITION SHINGLES <br />OVER #15 FELT <br />OVER ROOF SHEATHING <br />FILL VOID WITH <br />SOLID BLOCKING 12 SOLID RIGID <br />6 INSULATION <br />k <br />0 <br />2x4 <br />METAL SAVE '`— <br />TOP OF PLATE <br />FLASH.ING z <br />� 6 <br />2 6: <br />5/4x4 FASCIA i <br />I 17 <br />D1 <br />I: <br />SIDING OVER 5/8' TYPE 'X' I 5/8" TYPE Y GWB <br />GYP SHEATHING OR I I <br />DENSGLASS SHEATHING I <br />I <br />I 1 HOUR EXTERIOR WALL <br />cl FIREPLACE ROOF <br />����� <br />1-1/2 " = 1,— 0„ <br />SECTION <br />5/8" TYPE 'X' GWB <br />17 <br />D1 1 HOUR EXTERIOR WALL <br />SIDING OVER 5/8' TYPE 'X' i 9 <br />GYP SHEATHING OR I D1 <br />s <br />DENSGLASS SHEATHING I <br />2 2 <br />1 <br />j FILL VOID WITH <br />I SOLID RIGID� <br />INSULATION 2 <br />I 10 4 10 <br />2 6 <br />RS PLYWOOD OVER (2) a <br />LAYERS V TYPE 'X' GYP a j a 1x6 PT PLATE <br />SHEATHING OR DENSGLASS <br />SHEATHING `_ a <br />a d <br />"0' <br />ln FIREPLACE FLOOR <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />SEE ROOF PLAN <br />-INSULATION BAFFLE FOR SLOPE <br />12 VENT BLOCK WITH <br />(3) 2000 SCREENED <br />VENTS <br />TYPICAL EXTERIOR WALL <br />METAL <br />EAVE <br />_ <br />I <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 />5 <br />TYPICAL EAVE _- <br />1-1/2 = 1'-0" SECTION <br />a <br />EXTEROR WALL —WALL--TO--ROOF <br />1 I FLASHING <br />D2 i ROOFING OVER <br />ROOF SHEATHING <br />12 <br />14 <br />2x BLKG. <br />10 INTERIOR PORCH ROOF <br />D1 <br />s 2: MONO TRUSSES <br />AT 24" O.C. <br />BEAM PER STRUC. <br />118 TJ <br />16" 0. C. <br />TRUSS HANGER <br />6 2------- -- -- ----- ---- <br />6 5 4x3 TRIM <br />PER PLAN PERFORATED <br />FIBER —CEMENT SOFFIT PORCH <br />I--- SIDING 1x3 TRIM AT 2x10 TRIM AT <br />ILLI OVER EXTR. PERIMETER OF PERIMETER OF <br />WALL SHTG. PORCH CEILING PORCH <br />PORCH ROOF AT CANTILEVER <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 />12 <br />VENT BLOCK WITH <br />0 <br />(3) 2"0 SCREENED <br />VENTS <br />o :D <br />`NV <br />¢cn <br />z <br />z <br />METAL SAVE <br />r =► <br />S <br />, <br />FLASHING <br />A TI I S <br />Z w <br />V <br />0 <br />2 s <br />10 <br />Z 6 <br />-- <br />iBEAM PER <br />1 SEE ROOF <br />FRAMING PLAN <br />D2 ! <br />PLAN FOR <br />PER PLAN <br />GUTTER <br />TYPICAL EXTERIOR WALL <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 />TYPICA�LEAV <br />E........ <br />1-1/2 to = 1'-0" <br />RAKE FLU <br />1 x3 TRIM <br />5/4x8 TI <br />OUTRIGGER <br />SECTION <br />!�/1►,P1 11f�I'T1 l�AI FING <br />GABLE RAKE DETAIL <br />EATHING <br />�.� 1,-1/2" = if—O» SECTION \\ _ 1„ = 1,-0„ SECTION \\`._._% 1-1/2„ = 1,—a" SECTION <br />COMPOSITION SHINGLES <br />OVER #15 FELT OVER <br />ROOF SHEATHING <br />ROOF JACK VENT <br />SEE ROOF PLAN <br />FOR SLOPE <br />12 <br />SOLID BLOCK <br />U S <br />A TI I S L TI N <br />2 s METAL <br />EAVE <br />FLASHING <br />D2 <br />1 SEE ROOF <br />D2 I PLAN FOR <br />PER PLAN GUTTER, <br />TYPICAL EXTERIOR WALL I LOCATION <br />j CUT TAILS BACK AND <br />NO WALL OR ATTIC INSTALL STRUCTURAL <br />INSULATION AND FASCIA PER FRAMING <br />BAFFLE AT GARAGE PLAN <br />8 SIDE YARD EAVE <br />SECTION 1-1/2 = 1'-0" SECTION <br />TOE NAILING <br />'ANGER <br />AGE <br />VRAP BEAM <br />VVITH (1) LAYER <br />VB" GWB <br />METAL RAKE COMPOSITION ROOFING <br />FLASHING OVER ROOF SHEATHING <br />h� 2 <br />4 <br />2 <br />5/4x8 FASCIA 4 ; <br />SIDING OVER <br />SHEATHING ._"/ <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 />•L. FLASHING <br />COMPOSITION SHINGLES <br />OVER ROOF SHEATHING <br />2x FRAMING <br />a <br />LiTYPICAL EXTERIOR <br />WALL <br />0 <br />J <br />J <br />Q <br />WINDOW SILL AT ROOF o lob Na.: 14-3$ <br />U <br />Sheet NO <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />L <br />N <br />L <br />N <br />r <br />�a <br />'> <br />z <br />a� <br />OG <br />N <br />V <br />Qi <br />V <br />L <br />Q <br />a <br />0 <br />o <br />0 <br />o <br />Qz <br />o, <br />co <br />�t6 <br />CO <br />0 <br />LO <br />Q <br />a <br />m <br />c <br />L <br />W <br />0 <br />Z3 <br />d <br />O <br />Z <br />a <br />1-1/2 " = 1,--0» <br />SECTION Q <br />00 <br />r <br />Sheet Order: A S D <br />T <br />r. <br />m <br />UJ <br />o <br />_ <br />0 <br />0 <br />'> <br />U) <br />� <br />s <br />N <br />� <br />0 <br />Ana <br />i <br />L <br />o <br />> <br />Z <br />J <br />W <br />r. <br />= <br />IL <br />