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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07 <br />11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" <br />8" PT SLAB <br />15 <br />' <br />- <br />4 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />1 <br />R1.S4.02 <br />1 <br />R1.S4.01 <br />1 <br />R1.S4.03 <br />1 <br />R1.S4.00 <br />1 <br />R1.S4.06 <br />1 <br />R1.S4.05 <br />1 <br />R1.S4.07 <br />1 <br />R1.S4.04 <br />1 <br />R1.S8.04 <br />2 <br />R1.S8.05 <br />1 <br />R1.S8.01 <br />RAMP UP <br />RAMP DOWN <br />PROPERTY LINE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />4 <br />R1.S8.30 <br />TYP <br />1 <br />R1.S8.02 <br />1' <br />- <br />0 <br />" <br /> <br />G <br />A <br />P <br />8 <br />R1.S8.30 <br />TYP @ EXT CONC <br />VEHICULAR BARRIER <br />8" PT SLAB <br />12 <br />R1.S8.90 <br />R11' <br />CL COL <br />16 <br />' <br />- <br />0 <br />" <br />RAMP UP <br />1' <br />- <br />6 <br />" <br /> <br />2 <br />' <br />- <br />4 <br />" <br />1' <br />- <br />8 <br />" <br />2" <br />2'-0" <br />10" 1'-2"1'-2" 10" <br />2'-0" <br />1' <br />- <br />6 <br />" <br /> <br />2 <br />' <br />- <br />4 <br />" <br />1' <br />- <br />8 <br />" <br />2'-0"2'-0" <br />T/SLAB <br />EL 21' - 0" <br />8" RC <br />SLAB <br />8" RC <br />SLAB <br />CB <br />1 <br />CB <br />1 <br />CB <br />1 <br />2'-7" <br />CB <br />1 <br />T/SLAB <br />EL 16' - 0" <br />VA <br />R <br />I <br />E <br />S <br />4 <br />R1.S8.31 <br />HSS COL <br />BELOW PER <br />9 <br />R1.S7.03 <br />TYP <br />HSS COL <br />BELOW PER 9 <br />R1.S7.03 <br />8 <br />R1.S8.90 <br />7 <br />R1.S8.90 <br />CB14' <br />- <br />4 <br />" <br />10'-7" 6'-11" <br />7'-10 1/2" 9'-4 1/2" <br />SB <br />1 <br />R1.S9.01 <br />CB13' <br />- <br />8 <br />" <br />1 <br />R1.S8.03 <br />ELEV <br />01 <br />ELEV <br />02 <br />STAIR <br />01 <br />STAIR <br />02 <br />ELEV <br />03 <br />10" 1'-2"1'-2"10" <br />8" PT SLAB <br />1' <br />- <br />7 <br />" <br />MESH SCREEN <br />SUPPORT COL PER 1 <br />R1.S9.00 <br />MESH SCREEN <br />SUPPORT COL PER 9 <br />R1.S9.01 <br />MESH SCREEN <br />SUPPORT COL PER 9 <br />R1.S9.00 <br />MESH SCREEN <br />SUPPORT COL PER 1 <br />R1.S9.01 <br />7 <br />R1.S8.30 <br />TYP AT CMU WALLS <br />AT PERIMETER <br />7 <br />R1.S8.30 <br />TYP AT CMU WALLS <br />AT PERIMETER <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />ACCU <br />R03A <br />ACCU <br />R03C <br />475 LBS MAX <br />1285 LBS MAXACCU <br />R02A <br />1435 LBS MAX <br />ACCU <br />R01 <br />705 LBS MAX C <br />FLOOR FRAMING PLAN NOTES <br />1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. <br />2. NOMINAL TOP OF SLAB ELEVATION IS CALLED OUT ON ARCHITECTURAL PLAN. RELATIVE SLAB <br />ELEVATIONS WITH RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'-XX" . <br />3. TOP OF CONCRETE BEAMS ARE FLUSH WITH TOP OF STRUCTURAL SLAB. <br />4. TOP OF STEEL BEAMS ARE SHOWN THUS: [-1'-0"] ON PLAN. ELEVATIONS SHOWN ARE GIVEN WITH <br />REFERENCE TO NOMINAL FLOOR LINE [0'-0"]. <br />5. MARKS "1RB1" ETC. INDICATE CONCRETE BEAMS. SEE BEAM SCHEDULE. <br />6. DEPRESSIONS, CURBS AND OPENINGS SHOWN ON THIS PLAN ARE NOT COMPLETE AS TO NUMBER, <br />SIZE, AND LOCATION. FOR COMPLETE INFORMATION, REFER TO DRAWINGS OTHER THAN STRUCTURAL. <br />7. EDGE OF SLAB LOCATIONS ARE APPROXIMATE, SEE ARCH DWGS FOR EDGE OF SLAB DIMENSIONS. <br />8. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN HSS8X4X1/2. SEE TYPICAL <br />STEEL DETAILS IN S7 SERIES. <br />9. SLAB CAMBER , WHERE OCCURS, ARE SHOWN AS : <br />10. REFER TO R1.S7.04 FOR ELEVATOR GUIDERAIL SUPPORT COLUMN SIZES AND DETAILS <br />11. REFER TO R1.S6.01 FOR CMU WALL SCHEDULE AND DETAILS <br />C=X" <br />SCALE: 1/8" = 1'-0"1 LEVEL 02 FRAMING 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 3:22:48 PM <br />R1.S1.02 <br />LEVEL 02 FRAMING PLAN <br />S21043.00 <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 />C <br />1/7/25