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METAL FLASHING- <br />lx3 TRIM- <br />%x8 RAKE BOARD <br />EASE FACE EDGES - <br />COMPOSITION ROOFING <br />OVER ROOF SHEATHING <br />-A35 AT <br />EACH BEAM <br />2X4 TRIM <br />V- 0" <br />6x10 BEAM TO <br />EXTEND BACK AND <br />ATTACH TO TRUSS <br />TOE NAIL BEAM <br />TO BLOCKING <br />METAL <br />FLASHING <br />1X3 TRIM <br />-GABLE TRUSS 2x8 RAKE <br />BOARD <br />CHAMFER <br />TOP OF <br />EXPOSED <br />ATTIC BEAM 10* <br />4X8 BEAM- <br />5/a" TRIM UNDER BEAM DEATIL, EASE EDGES <br />SEE ELEVATIONS <br />, <br />SIDING <br />DECORATIVE GABLE BEAM <br />17 <br />1-1/2" = 1'-0" SECTION <br />TYF <br />ELEVATION SECTION <br />20 DECORATIVE GABLE VENT <br />1-1/2" = l'-o" ELEVATION & SECTION <br />EASE FACE <br />EDGES AT <br />E� <br />LET -IN OR HOLD <br />DOWN TOP CHORD <br />OF GABLE TRUSS <br />COMPOSITION ROOFING FOR OUTRIGGERS <br />OVER ROOF SHEATHING <br />A35 AT ` <br />EACH BEAM 4 <br />L-_J 2X4 TRIM <br />, <br />GABLE TRUSS <br />V-6" i 2 <br />1'-6" <br />I `--TOE NAIL BEAM <br />j TO BLOCKING <br />, <br />, <br />, <br />I SIDING <br />OVER SHEATHING <br />4X8 <br />3X3 <br />\- CENTER <br />2x6 ALL <br />PARTS <br />ON 2X6 <br />TRIM <br />(RIP IF <br />NECESSARY) <br />2X3 <br />BRACKET IS NOT STRUCTURAL <br />414BRACKET <br />1-1/2" = 1'-O" <br />TOP OF FLASHING <br />100 DEGREES LAP W.R.B. OVER <br />(PRE -FLASH) AND <br />^ N I <br />METAL FLASHING <br />MOUNT BOARD <br />FLASHING I <br />3x10 P.T. TRELLIS\ - <br />INSTALL W.R.B. UNDER V <br />MOUNTING BOARD, <br />(PRE -FLASH), SLIP W.R.B. <br />UP & UNDER PRE -FLASH AT WALL <br />g,-n" <br />TH <br />BF <br />i <br />2x10 MOUNTING <br />BOARD, TO <br />BLOCKING <br />16 FACE -MOUNT GARAGE TRELLIS <br />1 1/2" = 1'-0" <br />STRUCT. <br />POST <br />VENT BLOCK 12 <br />W/ (3) 2" DIA. 4 MANUF. TRUSS <br />SCREENED VENTS AT 24" O.C. <br />METAL EAVE <br />' 3 <br />�lk <br />FLASHING ` A35 <br />---�- <br />2 <br />z <br />2 <br />- <br />------- -- <br />VINYL SOFFIT <br />2xl0 TRIM <br />OVER (2) LAYERS TYPE 'X' GWB <br />FORMS BOXED -BEAM <br />421'0 <br />OVER �V2" FURR STRIPS AT 24" O.C. <br />(2)2x10 BEAM <br />BOXED -BEAM FRAMING <br />POST CAP PER <br />10 <br />10 <br />io <br />-_---TYP. <br />_(3) SIDES OF PATIO <br />- <br />FRAMING PLANS <br />z 4 <br />z a <br />2x10 TRIM, FORMS BOXED -BEAM <br />FIRE BLOCKING AT <br />lx4 TRIM, TYP. ALL FOUR SIDES <br />TOP OF COLUMN ONLY <br />I <br />I <br />3" ROUND ALUM, OR PVC VENT <br />4x4 STRUCT. POST <br />PAINT TO MATCH TRIM <br />LOCATE ON INSIDE COLUMN FACE <br />PER ROOF PLAN <br />10" <br />Ya" CORNER TRIM <br />z <br />z <br />TYP. ALL CORNERS <br />c <br />a <br />_ _ _ a <br />HARDIPANEL "SMOOTH" OVER <br />z a <br />Y2" PLYWOOD SHEATHING OVER <br />V) <br />2x FRAMING <br />0 <br />2 <br />4 <br />4 4 I <br />�7A <br />TOP PLATES ABOVE <br />P.T. PLYWOOD BASE (BELOW) <br />3" ROUND ALUM. OR PVC VENT UPPER COLUMN PLAN <br />CUT OUT FOR POST <br />PAINT TO MATCH TRIM <br />4x4 P.T. POST WITH ABU44 <br />LOCATE <br />ON INSIDE COLUMN FACE <br />3/a" P.T. PLYWOOD, CUT OUT FOR POST BASE <br />HARDIPANEL "SMOOTH" <br />I <br />BUILDING PAPER LAPS OVER MTL. FLASHING <br />Ye"x1 Ya" CORNER TRIM4-iJ <br />I <br />5/4 x 4 TRIM, CHAMFER TOP TO DRAIN <br />5/4"x 4 TRIM <br />MTL. FLASHING ON TOP CONT. BEAD OF CAULK <br />2x6 CAP TRIM <br />HOLD HARDIPANEL Y2" UP FROM FLASHING <br />SLOPED 2x6 CAP TRIM <br />m <br />Q <br />T.O. CMU/CONC. <br />2 4 <br />z a <br />2x4 P.T. SPACER <br />o <br />5/4 x 6 SKIRT TRIM <br />x 6 SKIRT TRIM OVER Y2" PLYWD. SPACER <br />IP ° <br />w <br />HARDIPANEL <br />q <br />HARDIPANEL "SMOOTH" OVER 1x4 P.T. FURRING <br />co <br />Q <br />lx2/lx2�W" TRIM <br />° 4 <br />16xl6x8 CMU FILLED SOLID W/ CONC. <br />., <br />1 x2" TRIM <br />+ <br />, <br />1 x23/a" TRIM <br />° <br />HARDIPANEL "SMOOTH" <br />Q <br />6 ° 9g�8, <br />16xl6x8 CMU FILLED SOLID WITH CONCRETE <br />M <br />c� 4 ° <br />�--71 <br />44 WOOD POST ABOVE <br />° <br />lx4 P.T. FURR STRIP AT EACH CORNER <br />LOWER COLUMN PLAN <br />HARDIPANEL HARDIPANEL "SMOOTH" OVER 1x4 P.T. FURRING <br />° <br />1 x2/1 x23/a" TRIM 16xl6x8 CMU FILLED SOLID WITH CONCRETE <br />� a <br />d I <br />a <br />2x8 TRIM a 2x8 TRIM, CHAMFER TOP <br />° <br />� <br />SLAB EDGE BEYOND ° W GAP MINIMUM <br />,d 41 SEE STRUCTURAL SHEETS FOR <br />v v COLD JOINT FOOTING DETAIL AND POST BASE <br />=----"-----�-a ATTACHMENT <br />z STRUCT. Ad <br />A - POST <br />TYPICAL PORCH COLUMN AND ROOF <br />1-1/2" = 1'-0" <br />A35 <br />MANUF. TRUSSES <br />ABOVE <br />AT 24" O.C. <br />INTERIOR <br />F.F. <br />2 2 <br />2 <br />z <br />—VEN TEID <br />FIBER - <br />CEMENT SOFFIT <br />BOXED <br />BEAM ABOVE <br />I <br />�o <br />io 10 <br />o <br />-FRAMING Ah INTERIOR <br />F.F. <br />(2)2x10 BEAM <br />�_2x`10 <br />TRIM OVER <br />Y2" PLYWOOD <br />COL. BEYOND <br />TYP. EACH SIDE <br />HARDIPANEL "SMOOTH" SOFFITING <br />NON -VENTED <br />CAULK GAP BETWEEN 1x4 AND <br />SOFFIT AT THIS LOCATION <br />1 BOXED <br />BEAM <br />SECTION <br />1-1 /2" = 1'-0" <br />SECTION <br />COMPOSITION SHINGLES <br />OVER ROOF SHEATHING <br />STRUC. <br />12 POST <br />6 VENT BLOCK <br />W/ (3) 2" DIA. <br />SCREENED VENTS <br />+8'-8Ya" <br />ABOVE <br />INT. F.F. <br />FIBER CEMENT SOFFIT 7 <br />WITH STRIP VENTING <br />BOXED-13EAM FRAMING <br />TYP. (3) S DES OF PATIO- <br />-------------- <br />u= 2x10 TRIM, FORMS <br />L- BOXED -BEAM <br />~ lx4 TRIM, TYP. <br />z <br />ALL FOUR SIDES <br />m <br />3" ROUND ALUM. <br />OR PVC VENT <br />PAINT TO MATCH TRIM <br />+ LOCATE ON <br />INSIDE COLUMN FACE <br />COVERED PORCH <br />V8" x 11/a" CORNER TRIM <br />TYP. ALL CORNERS <br />HARDIPANEL "SMOOTH" <br />OVER Y2" PLYWOOD <br />SHEATHING OVER <br />2x FRAMING <br />TOP PLATES ABOVE <br />HARDIPANEL <br />1 x2/1 x23/a" TRIM <br />3" ROUND ALUM. <br />OR PVC VENT <br />PAINT TO MATCH TRIM <br />LOCATE ON <br />INSIDE COLUMN FACE <br />2x8 TRIM <br />SLOPE 1/a" PER FOOT <br />3Yz" CONC. SLAB -- <br />METAL <br />134'S� FLASHING <br />RUC <br />�ST <br />, <br />i <br />, <br />2xl 0 <br />FORMS <br />BOXED -BEAM <br />410 BEAM <br />POST CAP PER <br />FRAMING PLANS <br />V-O" OH <br />FIRE BLOCKING AT <br />TOP OF COLUMN ONLY <br />44 P.T. POST <br />4x4 P.T. POST <br />POST BASE <br />PER STRUC. <br />-2x8 TRIM, CHAMFER TOP <br />-Y2" GAP MINIMUM <br />FI _ <br />a <br />3" <br />a <br />CONCRETE FOOTING <br />SEE STRUC. SHEETS <br />I' <br />8 <br />SEE STRUCTURAL <br />FOR FOOTING DETAIL <br />FOR REINFORCING <br />4 UNIT G/G1 <br />COLUMN <br />1-1/2" = 1'-0" <br />V�5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />ILO <br />o � <br />a N <br />a � <br />0 <br />m <br />o <br />o N <br />o <br />3 <br />a <br />0 <br />m <br />�L <br />a <br />of <br />E <br />0. <br />O <br />C <br />m <br />0 <br />Q. <br />W <br />o <br />c <br />o <br />Q <br />L) <br />C <br />_ <br />U <br />0 <br />W <br />C <br />I- <br />Lu <br />Z <br />i <br />o <br />0 <br />a <br />Job No.: <br />13-47 <br />Sheet No.: <br />D6 <br />Sheet Order: A B U F R E S D I <br />