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R17 <br />RH <br />RJ <br />12 <br />R1.S8.90 <br />11'-3 1/2" <br />HS <br />S <br />8 <br />X <br />4 <br />X <br />3 <br />/ <br />8 <br />HS <br />S <br />8 <br />X <br />4 <br />X <br />3 <br />/ <br />8 <br />2' <br />- <br />2 <br />" <br />10 <br />' <br />- <br />6 <br />" <br />5 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HS <br />S <br />4 <br />X <br />4 <br />X <br />5 <br />/ <br />1 <br />6 <br />2'-9" 3'-1" <br />HSS5 <br />X <br />5 <br />X <br />3/8 <br />@ 4 L <br />OCS, <br />TYP <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />2 <br />' <br />- <br />2 <br />" <br />] <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />2 <br />' <br />- <br />2 <br />" <br />] <br />4 <br />R1.S7.03 <br />TYP <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />1 <br />' <br />- <br />6 <br />" <br />] <br />8' <br />- <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />10 <br />" <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C <br />4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />C4 <br />X <br />4 <br />. <br />5 <br />11 <br />R1.S8.90 <br />5 <br />R1.S7.03 <br />TYP @ HSS <br />BM TO BM <br />CONN <br />C <br />NOTE: <br />EAST ENTRY CANOPY IS SIMILAR <br />CONCRETE SLAB PER PLAN <br />HSS COLUMNS PER 7 <br />R1.S8.90 <br />HSS BEAMS PER 7 <br />R1.S8.90 <br />HSS CANOPY FRAME PER 12 <br />R1.S8.90 <br />CONCRETE SLAB PER PLAN <br />R08 <br />RH <br />RJ <br />2' <br />- <br />1 <br />1 <br />" <br />5 <br /> <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />4' <br />- <br />1 <br />1 <br />" <br />7'-1" <br />HS <br />S <br />8 <br />X <br />4 <br />X <br />3 <br />/ <br />8 <br />HS <br />S <br />8 <br />X <br />4 <br />X <br />3 <br />/ <br />8 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HSS4X2X5/16 <br />HS <br />S <br />4 <br />X <br />2 <br />X <br />5 <br />/ <br />1 <br />6 <br />C4 <br />X <br />4 <br />. <br />5 <br /> <br />C <br />4 <br />X <br />4 <br />. <br />5 <br /> <br />C <br />4 <br />X <br />4 <br />. <br />5 <br /> <br />C <br />4 <br />X <br />4 <br />. <br />5 <br />C <br />4 <br />X <br />4 <br />. <br />5 <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />1 <br />' <br />- <br />6 <br />" <br />] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T/STL = 11'-6"] <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />2 <br />' <br />- <br />2 <br />" <br />] <br />[T <br />/ <br />S <br />T <br />L <br /> <br />= <br /> <br />1 <br />2 <br />' <br />- <br />2 <br />" <br />] <br />4 <br />R1.S7.03 <br />TYP <br />HSS5 <br />X <br />5 <br />X <br />3/8 <br />@ 4 L <br />OCS, <br />TYP <br />3' <br />- <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />1'-6 1/2"2'-2 1/2" <br />12 <br />R1.S8.90 <br />SIM <br />5 <br />R1.S7.03 <br />TYP @ HSS BM <br />TO BM CONN <br />11 <br />R1.S8.90 <br />SIM <br />CONCRETE SLAB PER PLAN <br />HSS COLUMNS PER 7 <br />R1.S8.90 <br />HSS BEAMS PER 7 <br />R1.S8.90 <br />HSS CANOPY FRAME PER 12 <br />R1.S8.90 <br />CONCRETE SLAB PER PLAN <br />MAX <br />1'-0" <br />1/4" CAP PL <br />(TYP ALL ENDS OF OPEN HSS) <br />C4X4.5 <br />L3X3X1/4 X 4" <br />LONG NS/FS, <br />TYP1/4 <br />3-SIDES, <br />TYP <br />C CHANNEL, ALIGNED WITH <br />LOUVERS ABOVE, REF ARCH <br />1/4 <br />WEB TO <br />HSS, TYP <br />1/4 <br />HSS COLUMN BEYOND <br />LOUVER, WHERE <br />OCCURS PER ARCH <br />HSS HEADERS PER <br />PARTIAL PLAN <br />HSS CANOPY BEAM <br />PER PARTIAL PLANS 1/4 <br />FLANGE <br />TO HSS, <br />TYP C <br />C <br />C <br />LEVEL 01 WEST <br />0' - 0" <br />LEVEL 02 WEST <br />16' - 0" <br />LEVEL 1R WEST <br />11' - 7" <br />3 <br />R1.S7.10 <br />SIM <br />4 <br />R1.S7.03 <br />TYP <br />TYP @ HSS BM <br />TO COL CONN <br />9 <br />R1.S7.03 <br />CANOPY PER 12 <br />R1.S8.90 <br />LEVEL 02 <br />EL SEE PLAN <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:38:00 PM <br />R1.S8.90 <br />STEEL ENTRY CANOPY PLANS, <br />SECTIONS AND DETAILS <br />S21043.00 <br />SCALE: 3/8" = 1'-0"7 WEST ENTRY CANOPYSCALE:1 WEST ENTRY CANOPY <br />SCALE: 3/8" = 1'-0"8 EAST ENTRY CANOPY <br />SCALE:9 EAST ENTRY CANOPY <br />SCALE: 1" = 1'-0"12 ENTRY CANOPY SECTION <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />SCALE: 1/2" = 1'-0"11 ENTRY CANOPY SECTION <br />C <br />C <br />C <br />1/7/25