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LL <br />Q <br />rn <br />I <br />i� <br />LL_ <br />LL <br />I Q <br />I rn <br />i <br />DECK -TO -WALL <br />B + <br />SECTION <br />WATERPROOF DECKING (COVED) OVER <br />ONE-PIECE GALV. DOOR PAN OVER <br />PRE -FLASHING OVER <br />DECK TO Wni i "i " FLASHING <br />2x10 P.T. LEDGER (MAINTAIN <br />BOTTOM EDGE ELEVATION OF <br />+7'-9Y2", RIP TOP AS <br />NEEDED TO ALIGN DECK SURFACE) <br />I <br />I 2x4 P.T. SOFFIT FRAMING FIBER -CEMENT SOFFIT <br />i AT 16" O.C., TYP. WITH STRIP VENTING <br />I <br />i 1 <br />i D1 <br />i <br />I <br />I <br />A DECK AT CANTILEVERED LIVING SPACE <br />SECTION <br />12 WATERPROOF DECK DETAILS <br />1-1/2" = 1'-0" <br />CONT. ANODIZED METAL CAP <br />OVER WOOD TOP CAP <br />INTEGRATED DRIP EDGE <br />ATTACH METAL CAP UNDER <br />TOP TRIM ONLY I <br />1x3 TRIM <br />SIDING OVER BUILDING PAPER <br />OVER Y2" PLYWOOD <br />CORNER POST <br />BEYOND <br />PT 2x4 <br />I. <br />l <br />BEAM PER STRUC. <br />SHIM AS NEEDED - <br />SE <br />ALL RAILS, GUARDS AND CONNECTIONS ARE TO BE BUILT <br />AND INSTALLED PER SECTION 1607 OF THE 2012 IBC. AND <br />5/ <br />PER THE MANUFACTURERS SPECIFICATIONS. <br />ALL GUARDRAILS AND CONNECTIONS ARE TO BE DESIGNED <br />FOR A LATERAL LOAD OF 50 POUNDS PER LINEAR FOOT. <br />a <br />I <br />2x4 <br />I FRAMING <br />CORNER POST <br />BEYOND <br />I OPENING BETWEEN <br />RAILS NOT TO <br />,I SHIM TO EXCEED 4" <br />4 <br />SIDING <br />FLASHING <br />< <br />Q <br />� <br />I <br />FLASHING <br />h <br />1� 2 2 fU 22UTTE <br />f <br />I, <br />2 xTRIM 3 <br />2 I' lx6 TRIM TR <br />4 4 <br />2x12 FASCIA 2x12 FASCIA <br />I � r <br />(2) LAYERS Va" TYPE 'X' <br />TRUC; GWB OVER STRUCTURAL <br />POST POST <br />44 P.T. POST <br />SEE DETAIL 4/D6 FOR BOTTOM <br />HALF OF COLUMN DETAILING AND j HARDIE PANEL <br />FOUNDATION CONDITION <br />ALTERNATE RAILING STYLE <br />Kyp <br />ECK EDGE (SEE BLDG. ELEVATIONS FOR LOCATIONS) <br />SECTION <br />z a <br />OPENING BETWEEN <br />II 1 RAILS NOT TO <br />EXCEED 4" <br />WATERPROOF DECKING ; II ; Y, ,.0 <br />INSTALL PER MANUF. 12 I <br />1/2" PLYWD. 0/ 3/4" PLYWD. q � Q <br />EDGE DRIP EDGE DRIP <br />2 2 2 FLASHING 2 2 FLASHING <br />RIPPED 2x10 JSTS. <br />AT 16" O.C. <br />SEE FRMG. PLANS 1x6 TRIM 1x6 TRIM <br />VENTED FIBER -CEMENT 2x12 FASCIA 2x12 FASCIA <br />SOFFIT <br />Li Li <br />ALTERNATE RAILING STYLE <br />(SEE BLDG. ELEVATIONS FOR LOCATIONS) <br />WATERPROOF DECK SIDE EDGE <br />1-1/2" = 1'-O" <br />SECTION <br />SEE DETAIL 18/13 <br />FOR BUILDING <br />ENCLOSURE WINDOW <br />DETAILS <br />WINDOW FLASHING <br />SYSTEM <br />BACKER ROD <br />& SEALANT <br />V4x4 WOOD TRIM <br />WITH DADO JOINT <br />FLEXIBLE MEMBRANE <br />FLASHING <br />WINDOW FLASHING SYSTEM <br />W. R. B TYP. <br />SIDING INSTALL PER MFR <br />REQUIREMENTS <br />J SILL <br />5/8" GWB <br />SHEATHING <br />WEATHER -RESISTIVE <br />BARRIER BEHIND TRIM <br />SEE FRAMING <br />2 PLANS FOR <br />HEADER SIZE <br />SEALANT 2" RIGID <br />INSULATION <br />WINDOW INS <br />�6TI6 <br />SIDING INSTALL <br />PER MFR <br />REQUIREMENTS <br />SEALANT <br />5/4x4 WOOD TRIM <br />BACKER ROD & SEALANT <br />)D TRIM MIN. GAP SHOWN SEE <br />MFR INSTALLATION <br />INSTRUCTIONS <br />REPRESENTATIVE ELEVATION <br />(C) JAMB <br />� WINDOW DETAILS <br />/ 3" 1'-0" <br />COUNTER TOP <br />2"x 3Y8" SIDE CAP TRIM <br />%" GWB OVER <br />2x STUDS AT 16" OC. <br />ELEC <br />MOUNT <br />-- <br />36" ABOVE <br />FINISH FLOOF <br />V8' <br />2x STUDS <br />-%x TRIM <br />B JAMB <br />PROVIDE 2x8 BLOCKING <br />(FOR DRAPPERY) EACH <br />SIDE OF HEADER AT ALL <br />LIVING UNIT BEDROOM <br />WINDOWS (TYP.) <br />INSUL. <br />i I <br />I <br />SIDING INSTALL <br />PER MFR. REQ. <br />4 <br />II <br />it <br />24 GAGE PPM <br />FLASHING WITH <br />i <br />2" END DAM <br />L/7 1 <br />1 <br />'\ WINDOW <br />' FLASHING �l <br />%x4 WOOD TRIM <br />J/!�" GAP 4 <br />--- I TYP. (WIDTH PER <br />ELEVATIONS) <br />WRAP GWB ® WIN OW <br />HEAD AND JAMB TYP. <br />WINDOW <br />SEALANT <br />MIN. 10° <br />SLOPE <br />D HEAD <br />°- <br />BASE CABINET SEE <br />INTERIOR ELEVATIONS <br />FOR DIMENSIONS COUNI <br />Li <br />LL <br />Q <br />V8" GWB r° <br />KITCHEN END WALL <br />1-1/2" = lt-O#p SECTION <br />V-4" <br />Y4" BAR TOP <br />-- 44" ABOVE <br />FINISH FLOOR <br />,ATIVE CORBELS (2) <br />)VER 2x STUDS <br />KITC <br />CAB <br />TYPICAL EXTERIOR <br />WALL <br />KITCHEN WINDOW/COUNTER <br />3 <br />1-1/2" = 1'-O" SECTION <br />�8" TYPE 'X' G <br />2x STUDS A- <br />----- 36" ABOVE <br />FINISH FLOOR <br />ORATIVE CORBELS (2) <br />E 'X' GWB OVER <br />)S AT 16" OC. <br />KITCHEN COUNTER ® BAR TOP KITCHEN COUNTER <br />8 4 <br />1-1/2" = 1'-O" SECTION 1-1 /2" = 1'-O" SECTION <br />Sheet Order: A B U F R E S D <br />5052 REGISTERED <br />\ ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />m <br />O i <br />w � <br />� <br />c �- <br />C <br />� <br />m <br />V <br />o <br />a N <br />wa <br />{� <br />p � <br />r <br />Q <br />o <br />� <br />y <br />0 <br />Q� <br />i= <br />m <br />C <br />m <br />CD <br />E <br />Q <br />0 m <br />(1) Q. <br />0 c 0 <br />wo�U <br />C!) c N <br />E <br />O <br />U <br />o <br />w O > Z <br />W i <br />.1.+ 0 <br />Q <br />o a <br />r <br />n <br />s Job No.: 13-47 <br />Sheet No.: <br />D4 <br />