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UP <br />UP <br />A1 <br />3 <br />A2 <br />3 <br />4 <br />A2CUT BACK (E) 4X6 FLUSH TO BEAM (N) 4X6 JOIST SISTERED TO EXISTING JOIST. <br />A1 <br />3 <br />A2 <br />3 <br />4 <br />A2 <br />CEILING <br />8’ −1" <br />LEVEL 1 <br />0’ −0" <br />ROOF <br />20’ −8" <br />LEVEL 2 <br />9’ −0" <br />CEILING 2 <br />17’ −1" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />1' <br /> <br />- <br /> <br />4 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />4 <br />A2 <br />1X6 FLAT , TYP2x2 BALUSTER TYP2x6 POST TYP <br />A2 <br />5 <br />LEVEL 2 <br />9’ −0" <br />2X2 POST <br />2X6 POST <br />2X6 FLAT <br />1' <br /> <br />- <br /> <br />4 <br />" <br />(N) 4X6 JOIST <br />SISTERED <br />TO EXISTING <br />JOIST. <br />(E) 6X10 BEAM <br />(E) 6X6 POST <br />(E) 6X6 POST <br />(E) STEEL SADDLE <br />BRACKET, REFER <br />TO STRUCTURAL <br />(E) DECKING, GC TO <br />VERIFY DIMENSIONS <br />3' <br /> <br />- <br /> <br />6 <br />" <br />AL <br />I <br />G <br />N <br />2X4 <br />LEVEL 2 <br />9’ −0" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />4" MAX. <br />2X2 POST TYP. <br />2X6 POST <br />2X6 FLAT <br />(E) 6X6 POST <br />(E) STEEL SADDLE <br />BRACKET, REFER <br />TO STRUCTURAL <br />2X4 <br />(N) 4X6 JOIST <br />SISTERED TO <br />EXISTING JOIST. <br />(E) 4X6 JOIST <br />EX <br />P <br />. <br /> <br />5 <br />/ <br />3 <br />1 <br />/ <br />2 <br />5 <br />C <br />3 <br />5 <br />7 <br />7 <br />9 <br />A <br />F <br />ET <br />O <br />C <br />A <br />ORNI <br />IL <br />F <br />TSABR <br />A <br />D <br />L <br />E <br />Y <br /> <br />F <br />O <br />W <br />E <br />R <br />S <br />LICENSED <br />ARCHITECT <br />Scale <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />: <br /> <br />FO <br />W <br />E <br />R <br />S <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />BR <br />A <br />D <br /> <br />F <br />O <br />W <br />E <br />R <br />S <br />38 <br />2 <br /> <br />P <br />R <br />O <br />S <br />P <br />E <br />C <br />T <br /> <br />P <br />A <br />R <br />K <br />TU <br />S <br />T <br />I <br />N <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />8 <br />0 <br />71 <br />4 <br />-36 <br />6 <br />-12 <br />5 <br />1 <br />br <br />a <br />d <br />f <br />o <br />w <br />e <br />r <br />s <br />d <br />e <br />s <br />i <br />g <br />n <br />@ <br />g <br />m <br />a <br />i <br />l <br />. <br />c <br />o <br />m <br />As indicated <br />10 <br />/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />2 <br />2 <br />: <br />0 <br />7 <br /> <br />P <br />M <br />A2 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />P <br />L <br />A <br />N <br />, <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />& <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />10 <br />0 <br />0 <br /> <br />W <br />E <br />S <br />T <br /> <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br />UN <br />I <br />T <br /> <br />7 <br />2 <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />RA <br />I <br />L <br />I <br />N <br />G <br /> <br />U <br />P <br />G <br />R <br />A <br />D <br />E <br />1/4" = 1’−0"1 FIRST FLOOR - PROPOSED PLAN <br />1/4" = 1’−0"2 SECOND FLOOR - DEMOLITION PLAN <br />N <br />S <br />EW <br />N <br />N <br />S <br />EW <br />N <br />1/4" = 1’−0"3 NORTH ELEVATION - PROPOSED <br />1 1/2" = 1’−0"4 RAILING SECTION <br />1 1/2" = 1’−0"5 ENLARGED RAILING <br />No. <br />Description <br />Date <br />1000 W MacArthur Blvd <br />Unit# 721/23/2025