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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07 <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 />1 <br />R1.S8.02 <br />R11' <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 />16" PT SLAB <br />T/SLAB <br />EL 61' - 0" <br />12" PT SLAB <br />T/SLAB <br />EL 60' - 0"12" <br />12 <br />" <br />12" <br />5'-0" <br />CB CB <br />CB <br />CB <br />CB <br />8" RC <br />SLAB <br />CB <br />1 <br />CB <br />1 <br />T/SLAB <br />EL 61' - 0" <br />10" PT SLAB <br />SEE R1.S1.06 <br />SEE R1.S1.06 <br />SEE R1.S1.06 <br />SEE R1.S1.06 <br />CB1 <br />12 <br />R1.S8.31 <br />6 <br />R1.S8.31 <br />2 <br />R1.S8.40 <br />10 <br />R1.S8.41 <br />9 <br />R1.S8.40 <br />3 <br />R1.S8.40 <br />7 <br />R1.S8.40 <br />4" TOPPING SLAB OVER <br />STRUCTURAL FOAM FILL <br />6 <br />R1.S8.40 <br />9 <br />R1.S8.41 <br />4' <br />- <br />4 <br />" <br />3 <br />' <br />- <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />10'-7" 6'-11" <br />7'-10 1/2" 9'-4 1/2"SB <br /> POOL OVER <br />STRUCTURAL FOAM FILL <br /> JACUZZI OVER <br />STRUCTURAL FOAM FILL <br />TYP <br />1'-0" <br />16 <br />' <br />- <br />0 <br />" <br />3 <br />' <br />- <br />0 <br />" <br />19'-6" 1'-4"7'-0"4"20'-6" <br />6R <br />B <br />1 <br />6 <br />R <br />B <br />1 <br />2" <br />CB1 <br />CB <br />1 <br />CB <br />1 <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 />1'-2" 10" <br />10" <br />1'-2" <br />CMU WALL PER SCHED. <br />SEE ARCH FOR LOC. <br />CMU WALL PER SCHED. <br />SEE ARCH FOR LOC. <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 />PA <br />R <br />A <br />P <br />E <br />T <br />, <br />T <br />Y <br />P <br />8" <br />T <br />H <br />K <br />CMU WALL PER SCHED, <br />SEE ARCH FOR LOC <br />CMU WALL PER SCHED, <br />SEE ARCH FOR LOC <br />TYP <br />1'-0" <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />CC <br />12 <br />R1.S9.02 <br />TYP @ <br />3 LOC <br />C <br />1' <br />- <br />7 <br />" <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 />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 3:24:53 PM <br />R1.S1.06A <br />LEVEL 06+ FRAMING PLAN <br />S21043.00 <br />SCALE: 1/8" = 1'-0"1 LEVEL 06+ FRAMING PLAN <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