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TIMBERSALL BEAMS, GIRDERS. HEADERS, RAFTERS, & MSTS TO BE HEM FIR NO. 2 OR <br />jErTER AS NOTED ON PLANS. GLUED LAMINATED <br />BE <br />& IDENTIFIED AS REQUIRED IN AITC •I <br />"LYWOOD INDR SHEATHING PER TABLE R503.2.1.1(1). <br />WALL SHEATHING PER TABLE R602.3(3) & R602-X4). SHEATHING FASTENERS PER <br />STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). <br />USP STRUCTURAL CONNECTORS BE <br />SUBSTITUTED FOR SIMPSON HOLOOMS, STRAPS, D CONNECTORS <br />TRUSSES 0 24° O.C. (U,N.O.) <br />ROOFING PER PLAN <br />_ WIELD BAF J f MIN. AIR SPACE <br />MPSON H2.5A OR HI EACH <br />- - -- <br />TRUSS TO TOP PLATES <br />Q y <br />- <br />2x SCREENED VENT BLOCK <br />J SIMPSON RBC 0 48 <br />R-49 INSULATI d \ > <br />O.C. TO TOP PLATES <br />-Bd <br />GALV. 0 B' D.C. <br />GWB OR SAG _ <br />"� <br />(DIAPH. TO TOP PLS.) <br />RESISTANT " GWB <br />A GA. CONT. <br />2-2x4 TOP PLATES <br />ALUM. GU <br />LAP SPLICES 48* <br />TYPICAL FASCIA <br />SIDING PER ELEV. OJ TYPE <br />4x HEADER PER PLAN <br />15 FELT OR WATERPROOF <br />BUILDING PAPER <br />G. B. <br />T-1-11 PLYWO OR Jf COX <br />R-15 INSULATION <br />PLYWOOD SHTG OR aj� O.S.O. <br />NAIL KRAFT PAPER FACE TO <br />NAIL Sd G' G.C. EDGE, 12- <br />FREE EDGE OF STUD OR <br />O.C. FIELD OR PER ENGINEER'S <br />PROVIDE 4 MIL. VAPOR BARRIER <br />S.W. SCHEDULE <br />2x4 STUDS 0 16' O.C. <br />2x4 BASE PL, W/ 16d 0 16' <br />O.C. TO JST & 2-16d EA STUD <br />' APA T&C 0%5 OR PLYN. <br />CD INT. JEST. GLUE. NAIL J <br />JOIST� A. SILL PLATE <br />2 RPR <br />R� EDGES SOLID <br />. f <br />70A.B. 0 4B' O.C. OR PER PLAN <br />10C. <br />O G. 90" O.C. 1N F1EL0 <br />BL . <br />BTffl. 4 W & 12' OF SILL <br />ENDS. EMBED i' MINIMUM. <br />FLOOR JSTS PER PLAN <br />INSTALL 300.229" PLATE <br />- - - <br />ASHES. <br />R-O iRIITJ VAPOR <br />ER AM O'SEE CONC, <br />RETARDER <br />FINISH GRADE SLOPED FOR <br />FTG. & S `ua <br />�ii ii� <br />B @IIN. FAIL 'WITHIN 10 OR <br />18MEN, CLEARANCE BALL DTLa _�� <br />u�u� <br />� _- <br />PROVIDE SA DRAIN. <br />12' MIN UNDER STEAMS <br />i ROOF DRAIN e TIGHTUNE <br />MIL BLACK POLY BARRIER - SEPARATE FROM FTG. DRAIN <br />LAP SPLICES 12" MINIMUM S - � 4AS PERF PEKE IN <br />WASHED GRAVEL. <br />t.q0� CONNECT TO APPROVED <br />DISCHARGE <br />E SECTION <br />SIMILAR SCALE: %'�, =V-0" <br />MVE FLOOR OR GRADE M BEILKr <br />W MIN. HT. GUARDRAIL IF > 30" ABV. GRADE. <br />0. HEMY (AT OPEN SIDE OF STAWAY W MMM <br />HANDRAIL REQUIRED FOR 4 OR MOE RISERS, <br />HMff MRED FROM NM ­'I ­ �IM <br />THAT <br />3V-38' HEIGHT HANDRAIL Ir., 40 GRIP <br />o AT-O� <br />CeITINUOUS NIL LENGTH OF STAIRS. <br />SK OF SIA% TOP <br />MY DIRECTION. PIXTS OR INFILL ', <br />®' <br />ffue) TO I SO. ff. AREFEA (PER : A <br />2x PRES, TRTD. TREADS wJ ANGLE <br />BRACKETS TO PRES. TRTD. STRINGERS <br />STAIRDETAIL <br />SCAI_: Ya04-O' <br />a <br />4 <br />s <br />6 ! <br />S <br />Qtl <br />�..p's <br />OF <br />i <br />i <br />rn <br />mate---- Lo <br />Co� <br />00 <br />to11-1 <br />(10 <br />10W_ <br />LA <br />� <br />as <br />i <br />cq vi <br />O <br />UA <br />�in <br />a <br />