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ONTO BLKG W i z r p <br /> LEDGEfR IDETAIL 2x SCREENED VENT WIND BAFFLE TOP OF INSULATION N P-Ca u h a¢u H x <br /> NTS BLOCKING AT EACH BAY <br /> SIMPSON HI OR EQ SEISMIC/ <br /> LIES a EACH TRUSS N <br /> o <br /> 26 GA. MTL. „ <br /> / GUTTER 1/2' GYP BD R-49 INSULATION W O <br /> W o <br /> 1-1/2' - 2' CONTINUOUS I X FASCIA �.� U <br /> HANDRAIL m 34'-38' 2 - 2 X 6 TOP PLATES - LAP SPLICES 48' Z w <br /> RETURN ENDS t0 WALL w <br /> RIGID INSULATION � o <br /> 0 <br /> I I/2' OD.METAL PIPE 18' UNO 4 X 8 HEADER (UNLESS OTHERWISE <br /> u HANDRAIL AT STAIRS v <br /> 1/2 NOTED) WINDOWS AS PER U15C (CALK <br /> AND RAMPS. EXTEND <br /> HANDRAIL 12' BEYOND WINDOW FLANGE, INSULATE t SEAL } O <br /> TOP RISER t BOTTOM AROUND WINDOWS)RAILING WHERE OCCURS USE ROCKWOOL OR OTHER 2 X to STUDS 0 16'oc. <br /> /LANDING AND A5 REQ'D (�/ SPACED SO THAT A 4' <br /> BY ADA. RETURN ENDS SPHERE CANNOT NONCOMBUSTIBLE MATERIAL W Q �' o 0 <br /> . z <br /> TYPICAL. AS FIRESTOP (FIBERGLASS IS c. <br /> w PASS TI-IRU UNACCEPTABLE AS FIRESTOP) W O o ,u <br /> —1 <br /> I/4' X 5" DIA. PLATE T& <br /> VAPOR RETARDER U DECKING <br /> WITH HOLES FOR PER OWNER PROVIDE SHEAR WALL MOISTURE BARRIER W 3 9 <br /> ANCHORS EVENLY 3'-0' ABOVE Z xPANELS AS NOTED ON c� <br /> SPACED AROUND O STAIR NOSING — 2' TREAD TYPICAL Q <br /> OR FLOOR PLANS AND SHEARWALL R-21 INSULATION <br /> = 5CHEDULE 1/2' GYP BD z w 74 <br /> X <br /> ' JOISTS Q 2 X ro SOLE PLATE 3/4' COX TtG PLWD DECKING w <br /> 1/2' DIA.METAL BAR = / W/ 10d NAILS 6 6' O.C. <br /> HANDRAIL SUPPORT PER PLAN CAULK UNDERSIDE <br /> SIDING AS PER ELEVATIONS—At EACH POST cn TO DECKING PANEL EDGE a 10' O.C. M..� w rz+ <br /> — DOUBLE PANEL FIELD <br /> (3) 3/8' DIA. EXP. JOIST (UNO) p U° <br /> ANCHORS AT CONC. 5/5' TYPE 'X' GW8 RIM JOIST \ ° <br /> USE 3/8' DIA SHEET FACE OF WALL ff W O 5 S A C� N <br /> METAL SCREWS INTO OR POST (3) 2 X 12 d) <br /> SOLID BLKG. AT PT STRINGERS w <br /> METAL STUD FRMG. NOTE- <br /> 3/5' LAG BOLTS AT 2x STUDS g <br /> ALL HANDRAILS MUST CONG 1/2, GYP. BD, R-3�B'INSULATION <br /> 38 <br /> WOOD FRAMING RETURN TO WALL OR MID SPAN TYP UNO <br /> OOP SL <br /> CAT FLR AI3V GARAGE) <br /> TERMINATE IN NEWEL POSTS <br /> OR SAFETY TERMINALS. 2-2X6 TOP PLATES 5/6' TYPE 'X' GYP. BD. <br /> LAP SPLICES 48' At GARAGE CEILING <br /> RIGID INSULATION <br /> \—PT 2 X 4 KICKER 4 X 8 HEADER (UNLESS <br /> k N D fRA I L TREADS m 10' MIN. OTHERWISE NOTED) ~� <br /> NTS 2 X Co STUDS 0 16'o.c. > O <br /> f firm' DETAIL. MOISTURE BARRIER w 00 <br /> VAPOR RETARDER w [�] <br /> 3/4 =1 -01 1/2' GYP BD W <br /> N <br /> PROVIDE 3' X 3' SQ. X 3/16' W POO <br /> THICK ANCHOR BOLT WASHERS <br /> 5/8' X 10' ANCHOR BOLTS 2X6 SOLE PLATE CAULK hit <br /> PER SHEAR SCHEDULE UNDERSIDE TO DECKING 3/4' CDX TaG PLWD <br /> PROVIDE A.B.NOT LESStHAN 1 DECKING W/ 10d NAILS <br /> m 6' O.G. PANEL EDGE O <br /> BOLT DIAMETERS t NOT MORE t 10' O.G. PANEL FIELD <br /> THAN 12' FROM ENDS OF EA. W 0 <br /> FDN. BILL PLATE FLOOR JOISTS <br /> PER PLAN SOLID BLKG. OVER v W <br /> SUPPORT BMS t m <br /> BRG. PARTITIONS TYP. Z <br /> DOWNSPOUT l FLEXIBLE OR RIM JOIST O <br /> RIGID PIPE ) CONNECT TO <br /> BLD'G. ROOF DRAIN 2 X 6 GRADE T <br /> SILL PLATE <br /> E F�1 <br /> SLOPE FINISH GRADE NOTE: Z, <br /> AWAY FROM FOUNDATION STRINGER - <br /> CONFIRM WITH BLD'G. ( j <br /> 2% MIN. (1/4' : 12') un <br /> OFFICIAL ANY SPECIAL - = Z GRADE PER PLAN �./ <br /> REQUIREMENTS FOR � � — ° R-�O INSULATION Q <br /> 4' RIGID, NON-PERFORATED WATER RUNOFF AND — — — — ° u POST CAP OR 2X4 <br /> DRAIN PIPE - DO NOT CONNECT STORM SEWER HOOK-UP �( ,III=III=1 I I=III 2� MIN. CR�4WL Sfi��4CE z N <br /> CLEAT W/ 6-16d <br /> WITH FTC. DRAIN LEADER ° Z (=III=III=III=I ( • as APPROVED MTL. ANCHOR TOP BTM <br /> A 35 OR EQUAL POST PER <br /> _ Q ° °a _ -_—III—III-I PLAN ON <br /> SILT BARRIER ( BLD G. I I—I I I — I I—I I' ,-:' ° ° ° - ° GONG. FTG. }� <br /> PAPER, FILTER FABRIC OR ° ;:;..:• _ _ 6 MIL. BLACK POLY PER PLAN <br /> =III=I I . ° VAPOR BARRIER 12' LAP a <br /> POLYETHELENE FILM) — ° .i; ° ;,[:": m I I=1 I 1=:=:>r -.�-' r ' <br /> ° V <br /> II— I _ _ _ _ _ __ _ _ _ <br /> — j II—III — - - _ - - - <br /> WASHED ROCK (MIN. 3/4' DIM.) IµI=I I I I^I~I=I 1-��I.I'. _ - <br /> I I I=1 I I=1 I I=1 I TYP. DRAIN ~ III—III—III I I_III—III—III—III_III—I I I_I I I—III—III—III—III—i <br /> W/ MIN. 12' COVER TOP <br /> SIDES AND BTM. PIPE -► I SEE <br /> DRAIN DE . <br /> I—�I11 1� i 1 I I—I I—I I—I I -III—III-I I=III-1 I—I 11-III—III—III—I I—III=I I—=III—I1 i I I, <br /> MIN. 4" RIGID, PERFORATED, I 1=1 �—III—III—III—III—I I I= <br /> CORRIGATED DRAIN PIPE I I—) I I—III-III=I ( (—III—I I �� 11 CON7 CONG FTG - PROVIDE w4 REBAR <br /> FTGS TO BE ESTABLISHED ON 4 8 <br /> UNDISTURBED SOIL-1500"P5F 10'o.c. HORIZ. t 18' O.C. VERT. IN <br /> MIN. SOIL BEARING CAPACITY It FDN. WALL, TIE VERT TO FTG AS SHOWN <br /> ALTERNATE HOOK t (2) 04 IN FOOTING <br /> FDN, DfRAIN DETAIL 6 <br /> 3/4"=V-0' T*%�F I CAL WALL SE CT I ON <br /> 3/4'=1'-0' 7 <br />