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SECOND FLOOR <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />FRANCN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />NDEN VA <br />,N I N G <br />CRAE <br />TCEI T <br />SC <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />07 18 <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 />BID SET <br />FINAL PERMIT/CONFORM <br />SET <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 />S4.0-4 <br />CONCRETE <br />DETAILS <br />REV # DESCRIPTION DATE <br />#29 RFI 12.16.2024 <br />1" = 1'-0"2CONCRETE STAIR SECTION <br />1" = 1'-0"1RAMP SECTION <br />#29 <br />NOTES: <br />1. <br />2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS. <br />SEE ARCH FOR RAMP DIMENSIONS <br />S4.0-4 <br />#29 <br />1" = 1'-0"2 <br />#3 @ 18" OC <br />#3 CONT NOSING BAR <br />TYP <br />#3 EPOXY DOWEL @ 3'-0" OC <br />(EMBED 1 1/2") AT EA <br />NOSING BAR <br />SECOND FLOOR <br />SEE ARCH FOR STAIR DIMENSIONS <br />NOTES: <br />1. <br />2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS. <br />1" = 1'-0"21'-6" MAX#90 NIR <br />No. S3866 <br />Exp. 3/31/26G <br />TRE <br />TATSSE OFILACFO <br />UC T U R ARLR <br />STER EDPL <br />O F ESSIONA <br />NERAIEENGIWILLIH.THO <br />RP......... <br />. <br />. <br />. <br />. <br />.......................................................EAM <br />#3 @ 18" OC <br />#3 CONT NOSING BAR <br />TYP <br />#3 EPOXY DOWEL @ 3'-0" OC <br />(EMBED 1 1/2") AT EA <br />NOSING BAR <br />1'-6" MAXSECOND FLOOR <br />SEE ARCH FOR STAIR DIMENSIONS <br />NOTES: <br />1. <br />2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS. <br />1" = 1'-0"2 <br />1" = 1'-0"2 <br />#91 <br />1" = 1'-0"2 <br />#91 1'-6" MAXNOTES: <br />1. <br />2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS. <br />SEE ARCH FOR RAMP DIMENSIONS <br />#90 <br />1" = 1'-0"2 <br />#91 <br />A <br />A <br />B <br />B <br />C <br />C <br />1" = 1'-0 2 <br />#97 <br />1 1/2" = 1'-0" <br />1" = 1'-0"12 <br />#57.1 NIR <br />No. S3866 <br />Exp. 3/31/26G <br />TRE <br />TATSSE OFILACFO <br />UC T U R ARLR <br />STER EDPL <br />O F ESSIONA <br />NERAIEENGIWILLIH.THO <br />RP......... <br />. <br />. <br />. <br />. <br />.......................................................EAM <br />S4.0-4 <br />5 <br />1/4TYP <br />1 1/2" <br />TYP <br />(E) CONC SLAB <br />TYP <br />- <br />A <br />7"4"3/8"Ø A325 THRU-BOLTS W/ 1/4"x3" SQ <br />PLATE WASHER @ EACH BOLT <br />A <br />1/4 TYP <br />1/2" <br />TYP