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DISTANCE BEl <br />HANDRAILS ML <br />LESS THAN 4" <br />SCALE: 1/8"=1'-0" <br />If6IT <br />2 <br />RETURN RAILING TO <br />WALL AT EACH END <br />V/2"4 T.S. HANDRAIL <br />SOLID 2X BLOCKING <br />-METAL RAIL BRACKET <br />IXAx3 1/2" WOOD MTG. <br />BLOCK- TYP. AT <br />EA. BRACKET <br />CONTINUOUS SEALANT <br />ALL SIDES <br />2X STUD WALL WITH <br />G.W.B. - SEE PLANS <br />SIDING PER ELEVATION <br />SIDING PER ELEVATION <br />LAP BLDG PAPER OVER FLASHING <br />CONT. METAL FLASHING <br />FLOOR JOIST PER STRUCT. <br />TRIM PER ELEVATION <br />ALIGN BOTTOM W/ <br />TOP OF PLATE <br />CONTINUOUS SEALANT <br />SIDING PER ELEVATION <br />M <br />SCALE: I1/2"=I'-O" � STEX-m2 <br />DOWN Il <br />A4.03 SIM <br />4'_4" 7_4" 4'-4" <br />THIRD FLOOR <br />RETURN RAILING TO <br />WALL AT EACH END <br />I /2 " 0 WOOD HANDRAIL <br />METAL RAIL BRACKET <br />SOLID 2X BLOCKING <br />2X STUD WALL WITH <br />G.W.B. - SEE PLANS <br />EXTEND CONC. TOPPING - <br />I" PROVIDE METAL EDGE <br />PROTECTION, SEE DETAIL <br />Il/A4.03 <br />BEAM < JOISTS <br />PER STRUCT. -A <br />i.. <br />STRINGERS <br />PER STRUCT. <br />CONNECTION <br />PER STRUCT. <br />11" <br />_ X <br />r 4 <br />2" CONT. VENT <br />WITH SCREEN J <br />IX2 WOOD TRIM LV <br />AT R.S. PLYW'D <br />AT PRECAST CONC. TREADS <br />RISER FACE WITH METAL ANGLES <br />PER MANUFACTURER <br />IOR�,Ni�fi�'>4I__ St.4lia L14Ni�Ii�1�G SCALE: I" <br />4/2 <br />—WOOD STRINGER PER A II/2"m VERT. PIPE RAILS B <br />STRUCT. WITH (2) /2",P AT (o'-O" O.C. MAX. <br />BOLTS TO ANGLE <br />II" <br />PRECASTCONC. TREADS <br />WITH METAL ANGLES 1/2"0 PIPE RAIL AT TOP 0 <br />PER MANUFACTURER z <br />< BOTTOM 0) <br />O <br />X 3/4114 PIPE RAILS SPACED Q <br />Q SO A 4"0 SPHERE CANNOT N <br />PASS THROUGH Iu <br />- (X <br />W <br />0 <br />\ 0, m <br />c <br />Q <br />I <br />6X3X/2X8" ANGLE WITH <br />4. ° (2) 5/s" O X 4" LAG BOLTS - <br />4X4X1/4X6" METAL ANGLE <br />WITH (2) 11/2"m X 4" EXP. `1 <br />BOLTS TO GONG. SLAB STRINGER PER <br />NOTE: HANDRAIL/G.UARDRAIL CONC. SLAB ON GRADE STRUCTURAL <br />NOT SHOWN FOR CLARITY WITH THICKENED FOOTING A - <br />PER STRUCTURAL OELEVAT N (A1 /5ECTION <br />AT SL48 SCALE: ,"_I' ��,4NnR� i 1>� I � O„ <br />42" HIGH GUARDRAIL <br />SEE DETAIL Il/A4.03 <br />-DISTANCE BETWEEN 0 <br />HANDRAILS MUST BE ' <br />LESS THAN 4" <br />G <br />.�. CGOND FLOOR -SEE SEGTIDN� `v .. `v <br />0 <br />U <br />c <br />cC <br />ui cl) <br />N 10 <br />M <br />N X <br />C <br />c <br />Q <br />s <br />O <br />Z h <br />a <br />Q <br />C6 <br />aO <br />Nco <br />3 <br />> m <br />0<QO <br />L3O <br />m <br />v v ai v <br />t <br />0 <br />0 <br />0 <br />Q <br />C O N N <br />i <br />5727 <br />REGISTERED <br />1 ARCHI T�ECT <br />DAVID B. HAUL <br />STATE OF WASHINGTON <br />Pro,Ject M: <br />Drawn by: <br />Date: <br />Revised: <br />MR9108 <br />MDS <br />03-13-92 <br />_ A&02 <br />�•� (�• �c,� r�C ► _Amkt— I - 01 A I fAGT I UN= -- Shoat No. <br />101 Ol 7t" Ave SE <br />SCALE: I/4"=1'-0" � �,/ / - -- -- <br />� 7 <br />SCALE: I/4"=1'-0" <br />24 X <br />