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301 N Broadway - Shell & Core - Plan
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Last modified
2/24/2026 10:51:20 AM
Creation date
2/24/2026 10:50:24 AM
Metadata
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Template:
Plan
Permit Number
101120309
Full Address
301 N Broadway
Street Number
301
Street Direction
N
Street Name
Broadway
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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" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" <br />RAMP UP <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 />CB <br />CB <br />CB <br />CB <br />CB <br />CB <br />12" RC SLAB <br />RAMP DOWN <br />RA <br />M <br />P <br /> <br />D <br />O <br />W <br />N <br />12" RC SLAB <br />2 <br />R1.S3.50 <br />1 <br />R1.S3.51 <br />1 <br />R1.S3.52 <br />16" RC SLAB <br />T/SLAB <br />EL -1' - 4" <br />3 <br />R1.S8.10 <br />1 <br />R1.S8.20 <br />7 <br />R1.S8.20 <br />3 <br />R1.S8.22 <br />3 <br />R1.S8.26 <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 />1' <br />- <br />6 <br />" <br />1'-6" <br />1'- 6 1/4" <br />1'-6" <br />1'-6" <br />7 <br />R1.S8.26 <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 />TYP @ ENTRY <br />DOORWAY <br />1 <br />R1.S3.50 <br />2 <br />R1.S3.52 <br />3 <br />R1.S8.22 <br />TYP @ ENTRY <br />DOORWAY <br />1 <br />R1.S8.02 <br />8 <br />R1.S8.11 <br />12" RC SLAB <br />RA <br />M <br />P <br /> <br />U <br />P <br />12" RC SLAB <br />3 <br />R1.S8.21 <br />11 <br />R1.S8.20 <br />7 <br />R1.S8.21 <br />3 <br />R1.S8.27 <br />12" RC SLAB <br />1 <br />R1.S8.25 <br />2 <br />R1.S8.25 <br />12" RC SLAB <br />12" RC SLAB <br />7 <br />R1.S8.20 <br />SIM <br />-6 <br />" <br />-6" <br />1RB2 <br />1R <br />B <br />1 <br />MECH YARD, PROVIDE MECH PADS PER <br />AE REQD PER MECH. SEE MECH FOR <br />SIZE AND LOCATION <br />12 <br />R1.S8.11 <br />3 <br />R1.S8.22 <br />TYP @ ENTRY <br />DOORWAY <br />HSS12X10X1/2 <br />[T/STL = 15'-6 3/4"] <br />9 <br />R1.S8.20 <br />R11' <br />CL COL <br />16 <br />' <br />- <br />0 <br />" <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 />2'-0"2'-0" <br />T/SLAB <br />EL -0' - 8" <br />12" RC <br />SLAB <br />8" RC <br />SLABCB <br />1 <br />CB <br />1 <br />CB <br />1 <br />10 <br />R1.S8.27 <br />CMU WALL, <br />SEE ARCH <br />2 <br />R1.S8.30 <br />TYP <br />T/SLAB <br />EL 0' - 4 13/16" <br />1R <br />B <br />1 <br />1 <br />R <br />B <br />1 <br />1RB3 <br />1RB3 1RB3 <br />12" RC SLAB <br />10 <br />R1.S8.22 <br />3 <br />R1.S8.22 <br />14 <br />' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />11'-2" <br />4" CONC SLAB <br />OVER STRUCTURAL <br />FOAM <br />WP <br />WP T/SLAB <br />EL VARIES <br />8" PT SLAB <br />UPTURNED BEAM <br />PER SECTION <br />CB <br />1 <br />2" <br />7 <br />R1.S8.27 <br />RAMP <br />12 <br />R1.S5.42 <br />TYP <br />12" RC SLAB <br />11 <br />R1.S8.27 <br />12" <br />12 <br />" <br />10 <br />R1.S8.21 <br />10 <br />R1.S8.26 <br />12" <br />T/SLAB <br />EL 0' - 4" <br />2" <br />2" <br />2" <br />T/SLAB <br />EL 0' - 0" <br />T/SLAB <br />EL -0' - 2" <br />2" <br />4" <br />2" <br />T/SLAB <br />EL -0' - 6" <br />T/SLAB <br />EL -0' - 2" <br />T/SLAB <br />EL -0' - 8" <br />T/SLAB <br />EL 0' - 0" <br />T/SLAB <br />EL -0' - 2" <br />2" <br />T/SLAB <br />EL -0' - 6" <br />LIGHTWEIGHT TOPPING <br />7' <br />- <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />2 <br />" <br />5'-0 1/2" <br />9 1/2" <br />DN <br />SB <br />4" <br />2" <br />1 <br />' <br />- <br />8 <br />" <br />RAMP <br />1 <br />R1.S8.03 <br />4 <br />R1.S8.27 <br />1 <br />R1.S5.42 <br />HSS10X5X3/8HSS10X5X3/8 <br />[T/STL = 15'-6 3/4"] [T/STL = 15'-6 3/4"] <br />1' <br />- <br />4 <br />" <br />5"5"8" <br />12'-5" <br />HSS6 <br />X <br />6 <br />X <br />3/8 <br />TYP @ 4 <br />LOC <br />T/SLAB <br />EL 0' - 0"T/SLAB <br />EL 0' - 0" <br />2 <br />R1.S8.10 <br />1R <br />B <br />1 <br />[T <br />/ <br />B <br />E <br />A <br />M <br /> <br />= <br /> <br />0 <br />' <br />- <br />4 <br />" <br />] <br />1R <br />B <br />1 <br />[T <br />/ <br />B <br />E <br />A <br />M <br /> <br />= <br /> <br />0 <br />' <br />- <br />4 <br />" <br />] <br />1R <br />B <br />1 <br />ELEV <br />01 <br />ELEV <br />02 <br />STAIR <br />01 <br />STAIR <br />02 <br />ELEV <br />03HSS COL <br />PER 9 <br />R1.S7.03 <br />1 <br />R1.S8.80 <br />8 <br />R1.S8.90 <br />TYP <br />CMU WALL PER SCHED. <br />SEE ARCH FOR LOC. <br />RA <br />M <br />P <br />6' <br />- <br />0 <br />" <br />C <br />C <br />C <br />C <br />SEE NOTE 10 <br />1' <br />- <br />7 <br />" <br />C <br />SEE <br />NOTE 10 <br />C <br />C <br />C=1/2" <br />C=1/2" <br />C=1/2" <br />C=1/2"C=1/2"C=1/2"C=1/2" <br />C=1/2" <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 01 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 3:22:22 PM <br />R1.S1.01 <br />LEVEL 01 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 />C <br />C C C C <br />C <br />C <br />C <br />1/7/25
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