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ALIGN <br />GL03 <br />C01 <br />C01 <br />C01 <br />C01 <br />C01 <br />CP01 <br />CP01 <br />GL02 <br />TL03 <br />GL03 <br />11' - 4" <br />8" <br />TYP <br />2' - 9" <br />TYP <br />9" <br />23 <br />LEVEL 7 T.O.S. <br />LEVEL 3 T.O.S. <br />PARKING <br />EXTERIOR <br />3' - 6" <br />RES. TOWER <br />BALCONY <br />SLOPE SLAB <br />12' - 0" <br />T.O. GRADE <br />PER CIVIL <br />LEVEL 1 T.O.S. <br />1' - 0" <br />46 <br />CL <br />EXTERIOR <br />________________05 <br />R1.A6.215 <br />47 <br />RF <br />PARKING <br />2' - 2 1/8" <br />BALCONY <br />5' - 6" <br />16' - 0" <br />LEVEL 2 T.O.S. <br />22 <br />TILE RAINSCREEN SOFFIT <br />3' - 10" <br />47 <br />SIM <br />01 <br />R1.A6.100 <br />________________ <br />23 <br />LEVEL 4-6 T.O.S. <br />PARKING <br />SLOPE SLAB <br />R1.A6.208 <br />01 TYP <br />48 <br />01 <br />R1.A6.100 <br />________________ <br />59 <br />43 <br />22 <br />40 <br />60 <br />22 <br />57 <br />SEE RCP <br />SHEET NOTES <br />GENERAL NOTES <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 />1/2" = 1'-0" <br />9/23/2024 11:29:58 AM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt <br />R1.A4.130 <br />ENVELOPE WALL TYPES WT03 & <br />SECTIONS - LEVEL 2-6 GARAGE <br />FACADE <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />22 EXPOSED CONCRETE COLUMN <br />23 6'' PARKING CONCRETE WALL BARRIER, REFER TO <br />STRUCTURAL PLANS DETAIL <br />40 LARGE FORMAT TILE (48" X 48" MAX.) EXTERIOR <br />CLADDING SYSTEM. <br />43 PARKING GARAGE ROLL-UP SECURITY GRILLES <br />DOOR. <br />46 SIGNAGE <br />47 CEMENT PLASTER OVER LIGHT GAUGE METAL <br />STUD FRAMED SOFFIT. <br />48 METAL SHEET FLASHING <br />57 PODIUM SLAB UNDERSIDE RIGID POLYSTRENE <br />INSULATION MECHANICALLY FASTEN TO THE <br />UNDERSIDE OF THE STRUCTURAL SLAB. PROVIDE <br />1/2" SAG-RESIS. SHEATHING AND CEMENT <br />PLASTER SYSTEM. <br />59 HSS STEEL HEADER PER STRUCTURAL. <br />60 METAL STUD FRAMED CEMENT PLASTER SOFFIT <br />WITH 1/2" DENSGLASS SHEATHING AND AIR VAPOR <br />BARRIER BEHIND. <br />A.REFER TO R1.A6.100 FOR TYPICAL EXTERIOR WALL <br />ASSEMBLIES AND FINISH ASSEMBLY <br />B.REFER TO R1.A6.210 FOR TYPICAL WATERPROOFING <br />DETAILS <br />C.REFER TO R1.A4.1XX SERIES SHEETS FOR FACADE <br />ENVELOPE WALL TYPE DETAIL ELEVATIONS AND <br />WALL SECTIONS. <br />SCALE: <br />WT03. PERSPECTIVE2 SCALE:1/2" = 1'-0" <br />WT03A SECTION1 <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />H 06/17/2024 Revision to Permit <br />H <br />1/7/25