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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"2 <br />1' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />4" THICK LWC <br />TOPPING SLAB <br />(3000 PSI, 115 PCF) <br />(E) CONC SLAB <br />& STEPS <br />POUR FOAM <br />RIGID INSULATION <br />3 <br />#90 <br />#90 RFI 03.11.2025 <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />RE <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />............... <br />. <br />. <br />. <br />. <br />.............................. <br />. <br />. <br />. <br />. <br />............... <br />E <br />AM <br />(2) CONT #3 BARS <br />HOOKED #3 BARS <br />AT 18" OC <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' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <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 />CONCRETE STAIR SECTION AT EXISTING STAIRS <br />#91 RFI 03.12.2025 <br />1" = 1'-0"24 <br />1" = 1'-0"25 <br />#91 <br />NTS <br />1" = 1'-0"26 <br />#91 <br />NOT USED NTS <br />1' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />4" THICK LWC <br />TOPPING SLAB <br />(3000 PSI, 115 PCF) <br />(E) CONC SLAB <br />& STEPS <br />POUR FOAM <br />RIGID INSULATION <br />(2) CONT #3 BARS <br />#3 DOWLES <br />AT 18" OC <br />VISQUEEN LAYER <br />OR EQUIVALENT <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 />#90 <br />(E) WALL BY <br />OTHERS <br />EXISTING STAIR INFILL <br />#97 RFI 03.19.2025 <br />1" = 1'-0"27 <br />#91 <br />INFILL OPENINGS IN EXISTING ELEVATED CONCRETE SLAB NTS <br />10" MIN <br />24" MAX <br />10 <br />" <br /> <br />M <br />A <br />X <br />10" MAX <br />24 <br />" <br /> <br />M <br />I <br />N <br />48 <br />" <br /> <br />M <br />A <br />X <br />24" MIN <br />48" MAX <br />A <br />A <br />(E) 9" CONC <br />SLAB <br />INFILL W/ HI-FLOW <br />NON-SHRINK GROUT <br />(4000 PSI MIN) <br />W/ SIKA 'FIBERMESH-150' <br />ROUGHEN <br />AND CLEAN <br />EDGE, TYP <br />1" <br />TYP <br />2" <br />TYP <br />PL16 GA W/ (4) <br />1/4"Ø HILTI 'KH-EZ' <br />x 1 5/8" NOMINAL <br />EMBED <br />LO <br />N <br />G <br /> <br />E <br />D <br />G <br />E <br />HILTI 'HIT-HY 200 V3' <br />EPOXY W/ 4" EFF <br />EMBED3" <br />TYP <br />6" <br />MAX <br />#4 LONG DOWELS <br />@ 6" OC MAX <br />(MIN (2) BARS, ADD <br />AS NECESSARY EA <br />ADDTL 6" WIDTH) <br />B <br />B <br />(E) 9" CONC <br />SLAB <br />INFILL W/ HI-FLOW <br />NON-SHRINK GROUT <br />(4000 PSI MIN) <br />ROUGHEN <br />AND CLEAN <br />EDGE, TYP <br />NOTE : <br />1. SCAN (E) SLAB PRIOR TO <br /> DRILLING TO AVOID CUTTING <br /> EXISTING REINFORCING BARS. <br />2. PULL TEST BARS SET IN EPOXY. <br /> TEST LOAD = 2,250 # <br />EQ <br />EQ <br />#4 TRANS BARS <br />@ 6" OC <br />SHORT EDGE <br />10" MAX OPENING <br />24" MAX OPENING <br />48" MAX OPENING <br />PL1/4 W/ 3/8"Ø HILTI 'KH-EZ' <br />x 2 1/2" NOMINAL EMBED <br />AROUND PERIMETER <br />EVENLY SPACED <br />(MIN (4) EA SIDE) <br />C <br />(E) 9" CONC <br />SLAB <br />INFILL W/ HI-FLOW <br />NON-SHRINK GROUT <br />(4000 PSI MIN) <br />ROUGHEN <br />AND CLEAN <br />EDGE, TYP EQ <br />EQ <br />#4 DOWELS <br />@ 8" OC MAX <br />EA WAY <br />NOTE : <br />DOWELS TO BE LENGTH <br />OF 'LONG EDGE' - 1" <br />NOTE : <br />DOWELS TO BE LENGTH OF <br />THEIR PARALLEL EDGE - 1" <br />1 1/2" <br />TYP <br />3" <br />TYP <br />3" <br />TYP <br />8" <br />MAX <br />C <br />NOTE : <br />AT OPENINGS < 6" IN ALL <br />DIRECTIONS, OMIT PL & <br />SCREW ANCHORS <br />1" = 1'-0 28 <br />#97 <br />CONCRETE MONUMENT SIGN WALL 1" = 1'-0" <br />8 1/4" CONC WALL <br />(FINISH PER ARCH) <br />SIGN BOX PER ARCH W/ SCREW <br />ANCHORS AT MFR MOUNTING <br />HOLE LOCATIONS ((6) MIN TOTAL) <br />(1/4" Ø x 2 1/2" HILTI 'KH-EZ') <br />SLOPE PER <br />ARCH <br />FINISH GRADE <br />BY OTHERS <br />6" <br />1' <br />- <br />4 <br />" <br />3'-6" <br />#5 TRANS BARS <br />@ 10" OC <br />#5 VERT BARS <br />@ 18" OC <br />EQ EQ <br />2 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />TY <br />P <br />2' <br />- <br />7 <br />" <br /> <br />L <br />A <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />#5 HORIZ BARS <br />@ 18" OC <br />(3) CONT #5 LONG BARS <br />(EVENLY SPACED) <br />3" <br />TY <br />P <br />DOWELS TO MATCH SIZE AND <br />SPACING OF WALL VERT BARS <br />(ALTERNATE HOOK DIRECTION <br />EA DOWEL) <br />4' <br />- <br />6 <br />" <br />MA <br />X <br />1 1/2" = 1'-0" <br />1" = 1'-0"12NTS9 SHAFT LID <br />#57.1 <br />NOTE : <br />1. SCAN (E) CONC PRIOR TO DRILLING TO AVOID <br />CUTTING REBAR. <br />2. APPLY XYPEX TO CONC FOR WATERPROOFING. <br />#57.1 RFI 06.18.2025 <br />1'-6" MAX <br />6" <br /> <br />M <br />I <br />N <br />(E) BLDG CONC WALLQ1 <br />REMOVE (E) LID AND <br />NEATLY CHIP (E) SHAFT <br />WALL <br />(E) CONC SHAFT <br />WALL <br />D2 DECK & END <br />CONN PER <br />11/S5.0-1 <br />CONT L3X3X1/4 W/ 1/2"ΦX2" <br />EMBED HILTI KB-TZ2 EXP ANCH <br />@ 24"OC MAX (6" FROM ENDS, 4 <br />MIN) EA DECK END <br />#028 ASI 10.09.2025 <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />#028 <br />GLASS SYSTEM PER ARCH <br />HANDRAIL PER ARCH <br />FINISH PER ARCH, <br />TYP <br />HSS3 1/2x3 1/2x3/8 SILL <br />HSS3 1/2x3 1/2x3/8 POST, TYP <br />S4.0-4 <br />5 <br />#028 <br />WALL PER ARCH <br />SLOPE PER ARCH <br />L4x4x1/4 TO SPAN <br />(3) FLUTES MIN <br />1/4TYP <br />1/4"Ø HILTI KB-TZ 2 <br />W/ 1 1/2" EMEBD <br />1 1/2" <br />TYP <br />GLASS SYSTEM <br />PER ARCH <br />(E) CONC SLAB <br />TYP <br />- <br />A <br />7" <br />4"1/2" PLATE <br />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 <br />HSS POST AT RAMP <br />THRU-BOLT PER A/-. <br />VERIFY BOLT DOES NOT <br />OCCUR AT DECK GROVES <br />#307 <br />#307 RFI 11.07.2025 <br />#307