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SEE PLAN FOR DIMENSION, <br />UNLESS <br />OTHERWISE NOTED. <br />1. <br />2. <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE. <br />FOR TYPICAL NOTES, SEE <br />SEE FIN. SCHED. FOR BASE <br />CONTINUOUS ACOUST. SEALANT AT <br />SOUND WALL <br />SEE FIN. SCHED. FOR FLOOR FINISH <br />ACOUSTICAL INSULATION AS SCHEDULED <br />ANCHOR, S.S.D. 5/S6.0-1 <br />GYP. BD., PTD. <br />SEE PLAN FOR DIMENSION <br />1. <br />2. <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE. <br />FOR TYPICAL NOTES, SEE <br />BELOW TOP TRACK, FASTEN GYP BD <br />TO 2"x16 GA FLAT STOCK SCREWS AT <br />8" O.C. TYP. <br />CONTINUOUS ACOUST. SEALANT AT <br />SOUND WALL <br />1" DEFLECTION SPACE <br />ACOUSTICAL INSULATION AS SCHEDULED <br />SLOTTED TRACK W/ 1-1/2" LEGS <br />CONCRETE SLAB <br />SEE FIN. SCHED. FOR FLOOR FINISH <br />SECURE TOP TRACK TO VALLEY <br />FLOOR UNITS, S.S.D. 3/S6.0-1 <br />DECK W/ MINERAL WOOL <br />GYP. BD., PTD. <br />S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING <br />S.S.D. 2/S7.1 FOR METAL PLATE, <br />GAUGE, SPACING AND FASTENERS <br />SEE PLAN FOR DIMENSION <br />1. <br />2. <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE. <br />FOR TYPICAL NOTES, SEE <br />BELOW TOP TRACK, FASTEN GYP BD <br />TO 2"x16 GA FLAT STOCK SCREWS AT <br />8" O.C., TYP. <br />CONTINUOUS ACOUST. SEALANT AT <br />SOUND WALL <br />S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING <br />1" DEFLECTION SPACE <br />ACOUSTICAL INSULATION AS SCHEDULED <br />SLOTTED TRACK W/ 1-1/2" LEGS <br />S.S.D. 3/S6.0-1 FOR METAL PLATE, <br />GAUGE, SPACING AND FASTENERS <br />CONCRETE SLAB <br />SECURE TOP TRACK TO VALLEY <br />FLOOR UNITS, S.S.D. 3/S6.0-1 <br />SEE FIN. SCHED. FOR FLOOR FINISH <br />MTL DECK W/ MINERAL WOOL <br />GYP. BD., PTD. <br />SEE PLAN FOR DIMENSION <br />1. <br />2. <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE. <br />FOR TYPICAL NOTES, SEE <br />BELOW TOP TRACK, FASTEN GYP BD <br />TO 2"x16 GA FLAT STOCK SCREWS AT <br />8" O.C., TYP. <br />CONTINUOUS ACOUST. SEALANT AT <br />SOUND WALL <br />1" DEFLECTION SPACE <br />ACOUSTICAL INSULATION AS SCHEDULED <br />SLOTTED TRACK <br />SECURE TOP TRACK TO VALLEY <br />FLOOR UNITS, S.S.D. 3/S6.0-1 <br />RIGID INSULATION <br />ROOF MEMBRANE <br />PROTECTION BOARD <br />GYP. BD., PTD. <br />DECK W/ MINERAL WOOL <br />S.S.D. 7/S7.3 FOR BRIDGING AND SPACING <br />S.S.D. 3/S6.0-1 FOR METAL PLATE, <br />GAUGE, SPACING AND FASTENERS <br />SEE PLAN FOR DIMENSION <br />1. <br />2. <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE. <br />FOR TYPICAL NOTES, SEE <br />BELOW TOP TRACK, FASTEN GYP BD <br />TO 2"x16 GA FLAT STOCK SCREWS AT <br />8" O.C., TYP. <br />CONTINUOUS ACOUST. SEALANT AT <br />SOUND WALL <br />1" DEFLECTION SPACE <br />ACOUSTICAL INSULATION AS SCHEDULED <br />SLOTTED TRACK W/ 1-1/2" LEGS <br />RIGID INSULATION <br />PROTECTION BOARD <br />ROOF MEMBRANE <br />MTL DECK W/ MINERAL WOOL <br />SECURE TOP TRACK TO VALLEY <br />FLOOR UNITS, S.S.D. 3/S6.0-1 <br />GYP. BD., PTD. <br />S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING <br />S.S.D. 3/S6.0-1 FOR METAL PLATE, <br />GAUGE, SPACING AND FASTENERS <br />PATCH AND SAND <br />SMOOTH AT FACE OF <br />EXISTING FRAME <br />4" METAL STUD TO <br />MATCH WITH F14 WALL <br />TYPE <br />1 LAYER OF GYPSUM <br />BOARD COVERING WITH <br />LEVEL 4 FINISH, PAINT <br />TO MATCH WALL FINISH <br />SCHEDULE <br />OPENING WIDTH V.I.F.OPENING HEIGHT V.I.F.EXISTING FRAME <br />AROUND DUCT OPENING <br />13 <br />A9.0-7 <br />DUCT OPENING <br />ANCHOR, S.S.D. 5/S6.0-1 <br />F14 <br />#10 SMS ATTACH <br />WEB OF STUD <br />THROUGH SIDE <br />OF EXISTING <br />FRAME AND <br />WALL BEHIND <br />FACE ALIGN <br />EXISTING WALL <br />EXISTING FRAME <br />AROUND DUCT OPENING <br />PATCH AND SAND <br />SMOOTH <br />ADJACENT WALL, <br />IF APPLIED(E) COLUMN <br />7/8" HAT CHANNEL, 24" O.C. MAX. <br />CONCRETE NAILS (E.G. HILTI X-U P8 STEEL/CONCRETE NAILS) <br />ON BOTH UPPER AND BOTTOM FLANGES, 24" O.C. MAX. <br />ST <br />09-30-2027 <br />OARCHITECT <br />FOF CA LE <br />REN. <br />AT ARNNO.SELIC NE <br />C-27893D TECHIT <br />ARC <br />DAVID SCHNEE <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />F R A N CN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />N D E N VA <br />,N I N G <br />CRAE <br />TCEIT <br />S C <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />0718 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />SHEET NOTES <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />PERMIT SET 1ST ISSUANCE <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />09/29/2023 <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />REV # DESCRIPTION DATE <br />1 BACKCHECK REV-1 03.01.2024 <br />2 CITY REVIEW REV-1 08.02.2024 <br />3 CITY REVIEW REV-2 10.18.2024 <br />4 CITY REVIEW REV-3 01.27.2025 <br />5 CITY REVIEW REV-4 04.07.2025 <br />6 CITY REVIEW REV-5 06.27.2025 <br />7 CITY REVIEW REV-6 10.24.2025 <br /> <br />REVIEWED FOR CONSTRUCTABILITY: <br /> 80470 <br />SEAN THOMAS. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />RECOMMENDED FOR CONSTRUCTION: <br /> 62968 <br />JASON GABRIEL. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />A9.0-7 <br />INTERIOR DETAILS <br />- METAL STUD <br />PARTITIONS <br /> 3" = 1'-0"1 IWA- TYPE E CHASE - BASE- CONC. SLAB <br /> 3" = 1'-0"2 IWA- TYPE E CHASE - HEAD @ COMPOSITE DECK - PARALLEL <br /> 3" = 1'-0"3 IWA- TYPE E CHASE - HEAD @ COMPOSITE DECK PERPEND. <br /> 3" = 1'-0"4 IWA- TYPE E CHASE - HEAD @ MTL DECK PARALLEL <br /> 3" = 1'-0"5 IWA- TYPE E CHASE - HEAD @ MTL DECK PERPEND. <br /> 3" = 1'-0"9IWA- PATCH AT EXISTING WALL OPENING FRONT ELEVATION <br /> 3" = 1'-0"13IWA- PATCH AT EXISTING WALL OPENING SECTION <br />#93 <br />RFI <br /> 3" = 1'-0"12IWA - HAT CHANNEL TO CONCRETE COL SECTION/ ELEVATION <br />#234 <br />RFI