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SECOND FLOOR <br />-107' - 10 1/2" <br />89 <br />1 1/2" STAINLESS STEEL HANDRAIL, <br />MATTE BLACK, POWDER COAT PTD. <br />1' <br /> <br />- <br /> <br />6 <br />" <br />GLASS SHOE AND GLASS <br />SYSTEM <br />TY <br />P <br />. <br />3' <br /> <br />- <br /> <br />0 <br />" <br />6" A.F.F. METAL RAMP <br />BASE WALL BARRIER ON <br />BOTH SIDES OF RAMP, <br />MATTE BLACK, POWDER <br />COAT PTD. <br />TYP. <br />0' - 0 1/2" JOINTS <br />3' - 10"3' - 10"3' - 10"3' - 10"3' - 10" <br />3' <br /> <br />- <br /> <br />2 <br />" <br />MIN. <br />1' - 0" <br />MIN. <br />1' - 0" <br />STAINLESS STEEL U CAP <br />MATTE BLACK, POWDER <br />COAT PTD. <br />ALUMINUM CLADDING <br />SHOE, MATTE BLACK, <br />POWDER COAT PTD. <br />A24 3 1/2 X 3 1/2 X 3/8 HSS SILL <br />AND VERTICALS, 1/4" <br />WELDED TYP. <br />1/2" LAMINATED <br />TEMPERED CLEAR GLASS <br />SECOND FLOOR <br />-107' - 10 1/2" <br />9 <br />1 1/2"METAL <br />HANDRAIL, PTD. <br />3' <br /> <br />- <br /> <br />0 <br />" <br /> <br />T <br />Y <br />P <br />1' - 0 3/4" <br />A7.0-2 <br />2 <br />2' - 0" <br />5' - 0 1/2" <br />1' - 1 3/4" <br />89 <br />F <br />G <br />2 <br />A7.0-1 <br />3 <br />A7.0-1 <br />DN <br />1 <br />A7.0-2 <br />1" / 12" <br />+1'-6" <br />+1'-6" <br />F.O.F. <br />18' - 0" <br />11" <br />TYP <br />11" <br />15 <br />' <br /> <br />- <br /> <br />0 <br />" <br />2' - 1 1/2"1' - 0 1/4" <br />RAMP <br />WARNING STRIPING, TYP <br />7' <br /> <br />- <br /> <br />6 <br />" <br />7' <br /> <br />- <br /> <br />6 <br />" <br />0" <br /> <br />M <br />I <br />N <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />CL <br />E <br />A <br />R <br /> <br />W <br />I <br />D <br />T <br />H <br />4' <br /> <br />- <br /> <br />9 <br />" <br />7" <br />ALIGN FACE <br />OF FINISH <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />F.O.F. <br />2' - 5" <br />PONY WALL WITH <br />HARDWOOD TRIM CAP <br />PONY WALL WITH <br />HARDWOOD TRIM CAP <br />CL <br />E <br />A <br />R <br /> <br />W <br />I <br />D <br />T <br />H <br />7' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />CL <br />E <br />A <br />R <br /> <br />W <br />I <br />D <br />T <br />H <br />6' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />2' - 1 1/2" <br />ALIGN FACE <br />OF FINISH <br />G1.2-38 <br />2' - 4 1/4" <br />#028 <br />ASI <br />4' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />ST <br />09-30-2027 <br />O <br />ARCHITECT <br />FOFCALE <br />REN. <br />AT ARN <br />NO. <br />SE <br />LICNE <br />C-27893 <br />D <br />T <br />EC <br />HIT <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 />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 />8 CITY REVIEW REV-7 02.06.2026 <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 />A7.0-1 <br />VERTICAL <br />CIRCULATION- <br />STAIR PLANS & <br />SECTIONS <br /> 1/2" = 1'-0"2 SECOND FLOOR RAMP <br /> 1/2" = 1'-0"3 SECOND FLOOR STAIRS TO HISTORY AREA <br /> 1/2" = 1'-0"1 SECOND FLOOR RAMP AND STAIRS PLAN <br />#028 <br />ASI