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.. <br /> 6)._ <br /> Betancourt's Construction LLC <br /> 206.669.6217 <br /> Pte— - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> SECOND FLOOR - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - <br /> SECONDFLOOR <br /> TOP PLATE <br /> 0 <br /> Z <br /> Z 2X6 RAIL GAP 0 36' <br /> /. <br /> F w ,•• <br /> ABv LANDING, TYP <br /> � o v —112 <br /> i <br /> 0 I- \ <br /> RAIL CAP Ca 36' / 'r z <br /> 2X6 RAIL GAP , 36' / E' <br /> X I I ABv STAIR / <br /> 'V Q ABv LANDING, TYP - <br /> Z EXISTING DOOR NOSING, TYP / <br /> d~) -6 I TO BE REPLACED � // m <br /> Wy I WI NEW WINDOW 1 ----- _ ----- _ m, <br /> SECOND FLOOR , // <br /> 1'' FINISHED FLOOR / <br /> +I Z . I ABv SAAR 36' <br /> 4X4 RAIL E <br /> POST, TTP , �,N NOSING, TYP I <br /> m <br /> 1 -- N SEE DETAIL I/AI.Bit) Q <br /> SEE DETAIL I/ALS / \, FOR INTERMEDIATE z <br /> Z FOR INTERMEDIATE \ - r N / RAIL MEMBER SIZES <br /> to_ RAIL MEMBER SIZES //I �\\ •N AND CONNECTIONS, 1 YP O U w <br /> A AND CONNECTIONS, TYP — <br /> m \\ ` 4X4 RAIL w w <br /> dp \\ // \\\ POST, TYP i_ a > <br /> LIJ <br /> '� \\ // , ~ \\ w <br /> +I m \\// _ N --- -SEE NOTE #ICe <br /> �i w w w <br /> /X\ ^ N < 4X4 NEWEL POST N Q <br /> J E J <br /> POST SIZE PER , 0 \\ �' SEE NOTE #2 I ' ' rL <br /> STRUCTURAL // \\ LJJ ix Q <br /> w <br /> 4/ �` = L w <br /> PROPOSED EXTERIOR <br /> STAIR; SEE STRUCTURAL -�-1 Q <br /> FOR MORE MEMBER SIZING �J J <br /> O m U <br /> SOUTH ELEVATIONo <br /> cN <br /> SCALE: 1/4" = 1'-0" NOTES <br /> 1. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN <br /> SUCH THAT A 4"SPHERE CANNOT PASS THROUGH. <br /> 2. TRIANGULAR OPENING AT OPEN SIDE OF STAIR FORMED BY THE RISER,TREAD AND <br /> BOTTOM RAIL OF A GUARD SHALL NOT ALLOW PASSAGE OF A 6"DIAMETER SPHERE. <br /> PERMIT <br /> 6 SEPTEMBER 2017 <br /> REVISIONS <br /> 17 OCTOBER 2017 <br /> ,\ A1 .4 <br />