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1 ROOF CONSTRUCTION <br /> 30 YR.COMPOSITION ROOFING i <br /> 0/158 BUILDING FELT <br /> 0/1/2"APA RATED PLYD SHTG. i.....___, <br /> O/2x12 RAFTERS @ 24"OC `‘ .^ 12 <br /> R38 BLOWN IN INSULATION ! - +4 <br /> 6 MIL.VB,WARM SIDE ! — <br /> 1/2"GWB <br /> � match existing <br /> GLB F <br /> o <br /> _. m <br /> _ _ ;,...___._.__ <br /> WI)�� t NE �. <br /> Stair Minimum Requirements: . 0 <br /> -Width of stairs 48"min. HDR . ` 24"OH _______ ______ a <br /> -4-1/2"min.handrail projection into -- Match a <br /> stair — EXTERIOR WALL(Dtl.A A-7) <br /> -Baluster spacing(clear)4"max. Existing SIDING PRODUCT PER ELEV. 1 w <br /> -Clearance above nosing 6'8"min. '0/HOUSE WRAP(LAP D <br /> -Nosing projection 3/4in.to 1-1/4in. - - --_ _1WEATHERPROOF MEMBR.4") <br /> -Riser height 7-3/4"maximum A-6 z <br /> -----O/1/2"APA RATED PLYWD SHTG i 6 <br /> -Tread 10"min. -- • <br /> 6050FX '050FK 1050FK 6050FX .0/�x6�1 STUDS @ 16"oc <br /> Zo '(W ) • <br /> -Stair railing 34 to 38"above nosing U u 1/2"GWB,PAINTED 0 <br /> U <br /> z <br /> ti r. cfl <br /> o E <br /> 1i <br /> In N <br /> 15 j 0 Z CA <br /> J J<'7, <br /> . Q a- v <br /> r - T.O.SUBFLR m v ..0 <br /> F <br /> v <br /> CRAWLSPACE z wr. <br /> _ co <br /> y __ <br /> ,:rSTAIR STRINGERS <br /> -._"' 1.3-PT 2x12 Stringers ! 'FLOOR CONSTRUCTION <br /> 2.Install LSCZ Adj.Stair ', 2/3 - _ 0/3/4"T&G SUBFLR <br /> Stringer Conn. 1 (GLUE AND SCREW) - W <br /> 3.Bott of stringers on PT 2x6 sleeper on 1 A_7 A-7 0/2x12 FLR JSTS @ 16"oc • 2 > <br /> 4"Conc.Pad 1/2"PART.BD.UNDERLAY LU CO <br /> (WHERE APPLICABLE) m W C <br /> • BUILDING CROSS SECTION A-A R_366attlnsul o o ce 09 <br /> _--- <br /> 0 z 0 Q <br /> 1/4"=1'-0" p Q p <br /> Q M _ <br /> '..FLASHING: CEDAR 2x2 PICKETS I 'a N <br /> 'NO ALUM.FLSH'G ALLOWED. 55"OC.S.S SCREWS U C M <br /> FLASHING SHALL BE GALV.STEEL TOP AND BOTTOM Decking PER PLAN (V LU <br /> DRIP CAP.LEDGE FLASHING SHALL Attach pickets at top and 0 Z N <br /> BE INSTALLED UNDER WATER RESISTANT bottom with(2)#8 screws or <br /> a <br /> BARRIER AT WALL. (2)8d spiral shank nails each 2x6 CEDAR CAP <br /> W/1"#6 SCREWS,36"OC Z 0 W <br /> Openings shall not RECESSED AND PLUGGED D Ce <br /> W/DOWELS TO MATCH (f) 0 <br /> iiUiI <br /> � <br /> allow the passage TJI <br /> of a 4"dip.sphere U <br /> / ..SEALANT BOTH SIDES <br /> EXTERIOR 2x 1N\ `) �/ 1x4 CEDAR RAIL <br /> FRAMED WALL — 'a-, SUPPORT EACH SIDENOTE: <br /> 2404 CEDAR POST 5 72"OC. STAGGER SCREWS VERTICALLY 3 1/2"x 5"La <br /> TUCK FLASHING t7 MAX.v O 9 <br /> UNDERNEATH w Do Not Notch ALONG THE LENGTH OF THE Screws W/bolt washers <br /> HOUSEWRAP& = \ LEDGER BOARD Z <br /> G. <br /> SIDINLAP OVER 6 ) PT CEDAR BOTTOM RAIL --- ---- @12"OC.Hot Dipped zinc O <br /> EDGE OF LEDGER coated Galv Steel OR v <br /> 2x6 COMPOSITE DECKING Stainless Steel. w <br /> �-'A (No counter sinking) co J <br /> to i a 333��� 1, PT RIM-FASTEN TO EA.JOIST} _ 0 r <br /> W/3-10d NAILS or LL <br /> HU5210 HGR PC44 CAP 1 3-#10x3"WOOD SCREWS W _- LEDGER ELEVATION 0. <br /> 0o <br /> DTf1z Fasten to �' (optional cedar Rim) > <br /> DTT 4 PLCs. PT2010011 LEDGER MIN.1"RAISED - 2 ---- Z W <br /> TYP (3)1/2"x5"Lag Screws - -_-- ----- -_-- <br /> CONCRETE PT 4x4Hf2 on'. F <br /> Grade Per 2/A-6 ABU44 POST BASE o t= m m <br /> 111 =If1111 w <br /> 12"Min below grade I I Existiap +1 = <br /> OR below frost line I= HI Grade m <br /> _ <br /> (whichever is deeper) 1. — NOTES: <br /> 1.DECK SHALL BE DECAY RESISTANT.507.3.3 <br /> 18x18x16 FTG 2.CORROSION RESISTANT FASTENERS AT ALL CONNECTIONS. DATE: <br /> W/2#4 EW 3.DO NOT ATTACH LEDGER DIRECTLY TO SIDING OR OTHER <br /> 'DO NOT BURY POST IN CONCRETE WALL COVERINGS.REMOVE ALL WALL COVER IN THE INSTALL- <br /> 'MUST INSTALL WITH POST BASE ATION AREA AND ATTACH THE LEDGER TO THE WALL FRAMING 8/28/2011 <br /> — — MEMBERS.NO ATTACHING LEDGER TO BRICK OR STONE WALL <br /> COVERINGS. SCALE: <br /> 4.ATTACH DECKING TO EACH JOIST W/A MIN.OF(2)8D NAILS <br /> DECK RAILING SECTION OR#8 SCREWS <br /> 1 5.ATTACH RIM JST TO END OF EACH JOIST WITH(3)#10x3"MIN. <br /> (._:_ f <br /> WD.SCREWS;NAILS OR TOENAILS NOT PERMITTED <br /> 6.JOISTS SHALL NOT BE ATTACHED TO POSTS WITH THRU SHEET: <br /> BOLTS <br /> A-6 <br /> Attic, <br />