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ASPHALT SHINGLES-INSTALL <br /> PER MFG.SPECS.OVER 2- <br /> 2X4 CEDAR DECKING O/ Q LAYERS 30#ASPHALT PAPER <br /> JOISTS FOR ROO FLOPE<2/12,USE <br /> SINGLE LY ROOF G,TYP. <br /> SIMPSON LUS 26 HANGER <br /> 3/4"PLYWOOD SHEATHING <br /> 1.25X4 CEDAR DECKING BOARDS <br /> r P.T.2X12 2X BLKG. <br /> 1.25X4 CEDAR DECKING BOA 2X12 STAIR STRINGER (N)2X4 RAFTERS 24"O.C. I, � <br /> 2X12 STAIR STRINGER (E)CONC.SLAB LANDING 2X FASCIA BOARD J m 0 <br /> @ 12"O.C. TO MATCH EXIST. J Q w <br /> > 3m <br /> 2X4 MTL.BOX GUTTER BY W F <br /> OTHERS(WHERE OCCURS) <br /> BEAM PER A4.1 F <br /> W N N <br /> P.T.4X4 POST <br /> �W F w N N <br /> �Fn <br /> W o i U <br /> jal7 <br /> E - P EXIST. STAIR DET. - BOT. EXIST. ROOF EAVE DET. 2 wm w °` 0 <br /> z mz� <br /> EXTERIOR DOOR THRESHOLD 2X4 P.T.RAILING CAP zj a O 3 N <br /> POST PER PLAN V <br /> 26 GAUGE GALVANIZED s h 0 <br /> BO <br /> NDE RIZED THRESHOLD 1X4 P.T.RAIL ¢ N O 3 <br /> PAN FLASHING 1X6 DECKING i mo <br /> 1 X6 DECKING POST BASE PER PLAN, 2 2 <br /> INSTALL PER MFR SPECS GUARDRAIL TO RESIST W <br /> 2X2 P.T.BALUSTER 200 LB.CONCENTRATED n p <br /> NEW 26 GAUGE FLASHING 2 8 P.T.DECK 12"X,2"X12"CONC.PLINTH, LOAD ON THE TOP RAIL, z O r <br /> EXTERIOR (E)WALL t��� H2.5,TVP. HEIGHT AS REQ W/4-#4 VERT cJ G <br /> ISTS @16"O.C. AND 50 PSF ON ALL p <br /> DOOR 1 X6 DECKING AND#3 TIES @ 6"OC GUARDRAIL INFILL i 3 <br /> (E)FLOOR 1.25X4 CEDAR DECKING COMPONENTS.. .16 <br /> (E)FLOO 2X8 P.T.DECK SYSTEM z <br /> CAULK BETWEEN FLASHING SYSTEM JOISTS @ 16"O.C. HOLD-DN DEVICE AT ¢ <br /> AND COMPRESS TOGETHER MIN.2 LOCATIONS 2x P.T.DECK JOISTS o 0 <br /> (E)WALL 1/2 DIA X6"LAG BOLTS PER DECK,W/MIN @16"O.C. W N <br /> 26 GAUGE GALVANIZED W/WASHER@„"OC 1,500#ALLOWABLE <br /> BONDERIZED DECK FLASHING. STAGGERED STRESS p T.BEAM PER A4.1 <br /> OVERLAP WALL TO DECK (N)2X FASCIA TO o Q <br /> FLASHING.EXTEND 4"BEYOND (E)WALL MATCH(E) o <br /> BOTH SIDES OF THRESHOLD. 7 T.POST BEYOND o ¢U <br /> HOLD-DOWN TENSION DEVICE (2)2X8 P.T.RIM JOIST 3:0 <br /> SHALL BE PROVIDED IN NOT E)FOUND.BEYOND <br /> LESS THAN TWO LOCATIONS ¢w <br /> PER DECK.EACH DEVICE 3" r <br /> SHALL HAVE AN ALLOW. 1Q 1, 6„ F W <br /> STRESS DESIGN CAPACITY OF P.T.POST BEYOND w mo <br /> MIN 1,500#,TYP. <br /> TfVST.- CZ K BOOR (� E DECK E RES. EXIST' DECK EDGE DE K FOOTING (�)RAIL AT DECK <1F0 <br /> 0 <br /> T a <br /> 1 <br /> -, s� <br /> �o <br /> t7 U <br /> }Z <br /> O <br /> OH <br /> Uw <br /> OF <br /> HeL <br /> U a <br /> m 2 <br /> m <br /> fn� <br /> W} <br /> �d <br /> p U <br /> O <br /> FASTENER SCHEDULE ON STN CTURAL MEMBERS m0 U <br /> ONUMBEq ANOTTPE 2�i Z co <br /> ESCRIPBON OF BUICpaJGi!lQEHr9 OF FASTENEIM°'c° SPACING OF FASTENERS S2 O <br /> Joist to sill orirder,toe nail _ ;8d -- x w co <br /> o Q co <br /> 1"x6"subFlaor or less to each joist face nail 2-Id — 0w Q <br /> _smples,I'/; — <br /> 2'subFlom to joist or gilder,blind and face nail 2-16d — ¢U y <br /> ¢ <br /> Sole plana s[or blocking.fare nail _ I16dl6'o.c. w <br /> LTy <br /> T or sole lap to to smd,end nail 2.16d 3 z <br /> Stud to socr <br /> le Isle.tce nail 3-8d m 2-I6d — om LU <br /> z > <br /> Double swds,fall nail 10d 24"me. cr LU <br /> w <br /> D <br /> Dan sr f nail IOd 24..c. F Q W � <br /> Sole late to joist or blockingat braced wall els 346d 16'o c. J F <br /> Double top plates.minimum 24-inch off—fend!joints,fall nail in = !n <br /> lapped area - &16d — LU <br /> Blocking bet weenjois(s or rafters to top plane.tae nail 3-8d — uiu <br /> R"m ist—.1121-rail ed 6'o � <br /> Top-plater•lapsars and intersections,face nail 2-IOd to <br /> �header. <br /> Built-u _ with'/"s 16d 16'o.c.alon each ede J <br /> Continued head : 16d 16'o.c.aloo eachede J <br /> Ceiling'o to pt...'al nail 3-8d LL <br /> Continuous header to Mud,toe nail 4-8d _ 7 p <br /> Ceil'n oist.la s itions,fare nail ;_10d _ (~j m <br /> Ceilin 'oist to parallel raNers,fam IMiI }IOd — <br /> W <br /> aher I=tce nail 2.16d <br /> U z <br /> m smf 2-gd <br /> 1'brace each d and plate, nail — O <br /> _ 2 staples.I'/� fL Z <br /> Q N <br /> 6" �2-8d d w a <br /> I"x sheathmg ll to each bearing,fanail 2 suples I'/ LU ¢ <br /> I'x 8"sheaddng to each bearing.fall nail 2_' — Z <br /> 3se. <br /> smplesO z F w <br /> R';der than I'x 8"sheathing to each beari ,f na <br /> vgil 3-� — U <br /> _ 4 staples.P/.' _ m m 0 rn 0 <br /> Built-u mds U <br /> r s I W 24"o.c. W <br /> .Nail ealh layer.follows:32"oc.at O G <br /> Built-up girders and beams,2-inch lumber layers IOd to and bmtom and s W N D <br /> taggered.Two <br /> n is at endl aM at each s lice (n O d W <br /> 2^ lacks 2-IM iAt ealh beariv L H <br /> Roof afters to ridge,valley or hip rafmrs: L— 77 I <br /> -nail 4-16d — N n <br /> U <br /> nail 3-16d — <br /> Rafter ries to otfmrs,face _ F <br /> I/ y� n <br /> (corufro.d) C N w <br /> cU <br /> a 0 <br /> < <br /> m to Q U <br />