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NOTES: <br />1. ALL REINFORCING MUST MEET ONE OF THE FOLLOWING CASES: <br />A. CASE I: THE CLEAR SPACING OF THE BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN ONE BAR DIAMETER(db). THE CLEAR COVER NOT <br />LESS THAN ONE BAR DIAMETER (db) (STIRRUPS AND TIES ARE LOCATED THROUGHOUT THE SPLICE LENGTH NOT LESS THAN CODE MINIMUM. <br />B. CASE II: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS (2db) AND THE CLEAR COVER IS NOT LESS <br />THAN ONE BAR DIAMETER (db). <br />2. FOR ALL OTHER CASES MULTIPLY THE VALUES SHOWN BY 1.5. <br />3. THE ABOVE VALUES ARE FOR NORMAL WEIGHT CONCRETE. <br />4. THE ABOVE VALUES ARE FOR UNCOATED REINFORCEMENT. <br />5. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR. <br />6. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL REINFORCEMENT WITH LESS THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR. <br />1.270 <br />9'-10" <br />6'-7" <br />7'-7" <br />5'-10" <br />8'-6" <br />7'-7" <br />0.375 <br />2'-4" <br />1'-5" <br />1'-7" <br />1'-10" <br />2'-0" <br />1'-10" <br />50 <br />0 <br />0 <br />TOP BAR <br />BOTTOM BAR <br />BOTTOM BAR <br />BOTTOM BAR <br />BAR SIZE GR 60 <br />40 <br />0 <br />0 <br /> <br />3 <br />0 <br />0 <br />0 <br />TOP BAR <br />TOP BAR <br />f' <br />c <br /> <br />( <br />p <br />s <br />i <br />) <br />3 <br />NORMAL WEIGHT CONCRETE TENSION LAP SPLICE LENGTH, Lst <br />3'-8"3'-0"2'-5" <br />2'-4"1'-10" 2'-10" <br />0.625 <br />2'-7" <br />3'-4" <br />3'-0" <br />3'-11" <br />0.500 <br />3'-1" <br />2'-1" <br />2'-8" <br />2'-5" <br />4 <br />0.750 <br />4'-8" <br />3'-1" <br />4'-1" <br />3'-7" <br />5 6 <br />6'-9"6'-0"5'-3" <br />4'-1" 4'-8" 5'-3" <br />5'-3" <br />4'-6" <br />5'-11" <br />0.875 <br />6'-9" <br />1.000 <br />7'-9" <br />5'-2" <br />6'-9" <br />6'-0" <br />7 8 <br />1.128 <br />8'-9" <br />5'-10" <br />7'-7" <br />6'-9" <br />9 10 <br />8'-6" <br />6'-6" <br />1.410 <br />10'-11" <br />7'-3" <br />9'-5" <br />8'-5" <br />11 <br />BAR DIAMETER, db (IN) <br />TIES & STIRRUPS HOOKS ONLY <br />2 <br />12 <br />TYPICAL COLUMN <br />BAR OFFSET <br />135° HOOK 90° HOOK <br />90° HOOK180° HOOK <br />12 <br />2 BAR SIZE <br />STANDARD HOOKS <br />BAR SIZE <br />#3 THRU #5 <br />#6 THRU #8 <br />D' <br />#3 THRU #8 <br />#9 THRU #11 <br />#14 AND #18 <br />D <br />D' = BEND DIAMETER <br />D = BEND DIAMETER <br />6db <br />8db <br />10db <br />4db <br />6db <br />3" MIN <br />6db O <br />R <br />D' <br />db <br />D UNO <br />12db <br />D <br />2 1/2" MIN <br />4db OR <br />db <br />D' <br />db <br />12db FOR #6 THRU #8 <br />6db FOR #3 THRU #5 <br />PER 1/S4.0-1 <br />Ld <br />Ldh <br />STD 90° <br />HOOK <br />FACE OF <br />CONCRETE <br />CONDITION AT <br />STRAIGHT <br />BAR <br />CONDITION AT <br />HOOKED BAR <br />MINIMUM DEVELOPMENT LENGTH Ldh, OF STANDARD <br />HOOK FOR UNCOATED GRADE 60 REBAR (INCHES) <br />f'c (PSI)*BAR SIZE <br />NO. <br />#3 9 <br />3000 <br />8 <br />4000 <br />7 <br />5000 <br />6 <br />6000 <br />#4 11 10 9 8 <br />#5 14 12 11 10 <br />#6 17 15 13 12 <br />#7 20 17 15 14 <br />#8 22 19 17 16 <br />#9 25 22 20 18 <br />#10 28 25 22 20 <br />#11 31 27 24 22 <br />NOTE: <br />* - VALUES SHOWN ARE FOR NORMAL WEIGHT <br />CONCRETE. LENGTHS SHOWN ABOVE SHALL BE <br />MULTIPLIED BY 1.33 FOR APPLICATIONS IN <br />LIGHTWEIGHT CONCRETE. <br />STD 180° <br />HOOK <br />ELEVATION AT HORIZONTAL KEY <br />ELEVATION AT VERTICAL KEY <br />2x6 NOMINAL x 0'-6" <br />KEY @ 2'-0" OC 2x6 NOMINAL x 0'-6" <br />KEY @ 1'-0" OC <br />A SECTION <br />1 1/2" <br />1 1/2" <br />2 1/2" <br />1 1/2" <br />2'-9" <br />1'-6" <br />#4 @ 12" OC <br />6 <br />1 <br />TOP OF SLAB <br />ELEVATION <br />SEE PLAN <br />KEY PER 8" CONC WALL W/ <br />#5 @ 12" OC <br />EACH WAY <br />NOTE: <br />WALL IS TO REMAIN SHORED (7) DAYS MIN AFTER TOP SLAB HAS BEEN PLACED. <br />PER PLAN <br />SLAB ON GRADE <br />PER ELEV MFR <br />5'-0" MAX <br />EACH WAY (T&B) <br />12" SLAB ON GRADE <br />W/ #5 @ 12" OC <br />4 <br />S4.0-1 <br /> 0 <br />" <br />2'-0" LAP <br />7 <br />S4.0-1 <br />AT ELEVATOR GUIDE <br />RAIL SUPPORT <br />AT ELEVATOR <br />SILL 8 <br />S4.0-1 <br />9 <br />S4.0-1 <br />OH <br />CORNER <br />TYP <br />3" CLR <br />TYP <br />3" CLR VAPOR RETARDER <br />SLAB ON GRADE <br />PER PLAN <br />DOWEL TO MATCH <br />NEW SLAB REINF <br />SET IN HOLE W/ <br />ADHESIVE <br />2'-0" MIN 4" <br />EQ <br />EQ <br />SLAB ON GRADE PER PLAN (E) SLAB ON GRADE <br /> 0 <br />"TYP <br /> 2 <br />" CLR <br />PLAN <br />PER <br />VAPOR RETARDER <br />8" CONC WALL PER <br />ELEVATOR GUIDERAIL <br />SUPPORT COL PER PLAN <br />1/2" <br />PLAN VIEW <br />3/4" THK PL W/ (1) <br />5/8"Φ x 4" EMBED <br />HILTI KB-TZ2 EXP <br />ANCHOR <br />5 <br />S4.0-1 <br />SHAFT SIDE <br />3/16 <br />3/16 <br />TYP <br />ABANDONED <br />3/4" THK EMBED PL <br />W/ (2) 5/8"Ø x 6" <br />WELDED STUDS <br />3/4" THK PL EXTENSION <br />ALT: 1/2" THK <br />STITCH PL W/ 1/4" <br />FILLET WELD EA <br />SIDE, FULL LENGTH <br />OF JOINT <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />2" 8" 2" <br />#249 <br />3/4" THK PL W/ (2) <br />5/8"Φ x 4" EMBED <br />HILTI KB-TZ2 EXP <br />ANCHOR <br />3/16 <br />SLAB ON GRADE <br />(WHERE OCCURS) <br />L6x4x3/8 (LLV) AT <br />ELEVATOR SILL W/ 1/2"Ø <br />x 4" WELDED STUDS @ <br />12" OC (MAX 6" TO ENDS) <br />3/8" THICK ANGLE. <br />EQUAL LEGS <br />LENGTH TO MATCH <br />SILL ASSEMBLY (BY <br />OTIS) WIDTH <br />CONCRETE WALL <br />PER PLAN <br />(3) 1/2"Ø x4" NSA <br />EMBED PL1/2 (AS REQURED <br />FOR GUIDERAIL ATTACHMENT <br />3" <br />3" <br />3" 1' - 0" 1' - 0" 3" <br />CL GUIDERAIL <br />ELEVATOR SILL ATTACHMENT <br />AT PIT DETAIL <br />ELEVATOR GUIDERAIL ATTACHMENT DETAIL <br />A <br />A ELEVATION <br />3/16 3-12 <br />ELEVATOR SILL ATTACHMENT <br />AT (E) SLAB DETAIL <br />L7x4x3/8 (LLH) <br />(E) SLAB <br />(1) 3/8"Ø x 2" EMBED <br />HILTI 'KB-TZ2' @ 6" OC <br />STAGG (8 TOTAL MIN) <br />1 1/2" <br />3/16 3-12 <br />3/16 3-12 <br />2 1/2" <br />DOWEL TO MATCH SIZE <br />& SPACING OF HORIZ REINF <br />VERT & HORIZ REINF <br />PERSCHED <br />LAP SPLICE PER <br />(2) #5 CONT <br />VERT BARS <br />PLAN VIEW <br />5 <br />S4.0-1 <br />1/ <br />S <br />4 <br />. <br />0 <br />- <br />1 <br />A SINGLE CURTAIN <br />(WHERE OCCURS) <br />VERT END BARS <br />PER ELEV @ 6" OC <br />@ 6" OC (WHERE OCCURS) <br />VERT END BARS PER ELEV <br />LAP PER SCHED <br />(3) #6 MIN <br />B DOUBLE CURTAIN <br />VERT WALL REINFORCING <br />PER ELEV LOCATE FIRST <br />BARS OF VERT REINF <br />ADJACENT TO LAST <br />ADDITIONAL END BAR PER <br />ELEV <br />BENT DOWEL TO <br />MATCH SIZE AND <br />SPACING OF <br />WALL HORIZ <br />REINF <br />PLAN VIEW <br />CORE 6"Ø HOLE AT <br />CORNERS AND SAWCUT. <br />DO NOT OVERCUT <br />OPENING. CHIP AWAY <br />FINAL CORNER <br />NEATLY CUT AND <br />CHIP OUT <br />CORNER <br />STOP SAWCUT. <br />DO NOT OVERCUT <br />SAW <br />BLADE <br />B <br />B DETAIL <br />SAWCUT DETAIL <br />A DETAIL <br />ELEVATION <br />3/4"Ø THREADED ROD EMBEDDED <br />INTO (E) CONCRETE W/ <br />EPOXY PER GENERAL NOTES <br />@ 24" OC (MIN OF 4) AT HEAD <br />@ 36" OC (MIN OF 3) AT JAMB <br />MC10x22 (TYP <br />ALL AROUND) <br />PROCEDURE: <br />1. SHORE BEAMS, JOISTS, PURLINS, ETC., SUPPORTED BY <br />WALL. <br />2. SAW CUT AND REMOVE WALL. <br />3. DRILL ALL HOLES FOR ANCHORS. <br />4. INSTALL CHANNEL AT HEAD. <br />5. INSTALL CHANNEL AT JAMBS AND WELD JAMBS TO HEAD. <br />6. REMOVE SHORING. <br />EMBED <br />7" MIN <br />OPENING <br />EMBED <br />7" MINOPENING <br />(12'-0" MAX) <br />PER ARCH DWGS <br />D <br />A <br />(12'-6" MAX) <br />PER ARCH DWGS <br />3/16 <br />TYP <br />TYP <br />C <br />C HEADER D JAMB <br />SLAB ON GRADE <br />CONSTRUCTION JOINT <br />OR CONTROL JOINT <br />WHERE OCCURS <br />REINF PER PLAN <br />PREPARED SUBGRADE PER <br />GEOTECHNICAL REPORT <br />VAPOR RETARDER <br />PER PLAN <br />2" CLR (TYP) <br />TOP OF SLAB <br />PER PLAN <br />1'-6" <br />2 <br />1 <br />#4 CONT (T&B)DOWELS TO MATCH <br />SLAB REINFORCING <br />TOOLED EDGE <br />FINISH <br />SURFACE <br />MIN <br />1' - 0" <br />1' - 0" <br />CLR <br />3" <br />PER PLAN <br />THICKNESS <br /> 0 <br />" <br />VAPOR RETARDER <br />#3 DOWELS @ 12" OC <br />W/ 3" MIN EMBED INTO <br />(E) SLAB W/ EPOXY PER <br />GENERAL NOTES <br />TOP OF (E) SLAB <br />(TYP) <br />(2) #3 CONT W/ 1'-6" LONG HOOK <br />AT CORNER OR CORNER BARS <br />#3 @ 12" OC W/ 3" <br />MIN EMBED INTO (E) <br />SLAB W/ EPOXY PER <br />GENERAL NOTES <br />1'-6" <br />1' <br />- <br />6 <br />" <br />(1) #3 CONT W/ 1'-6" LG <br />HOOK AT CORNER OR <br />CORNER BARS <br />1'-6" <br />1' <br />- <br />6 <br />" <br />8" MAX <br />5 1/2" MIN <br />(4" MIN, 8" MAX) <br />PER ARCH <br />(E) SLAB <br />15" MAX <br />"W" <br />(4" MIN, 8" MAX) <br />PER ARCH <br />"W" - 3" <br />PIPE TRENCH <br />SHALL BE <br />LOCATED SO <br />THAT FOOTING <br />WILL NOT BE <br />UNDERMINED <br />BACKFILL <br />PER SPECS <br />NO EXCAVATION <br />ALLOWED BELOW <br />THIS LINE <br />PLACE CONCRETE FILL <br />AROUND SLEEVES BEFORE <br />POURING FOOTING PADS. <br />PROVIDE 1" CLR MIN BETWEEN <br />PIPE AND SLEEVE ALL-AROUND <br />CONC OR <br />CMU WALL <br />2 <br />1 <br />FTG <br />POUR JT <br />NO PIPES SHALL <br />PASS THRU FTG <br />PAD UNO <br />NOTES: <br />1. WHEN SEVERAL PIPES ARE EMBEDDED, MAINTAIN 2 DIAMETERS OR 6" MIN <br />HORIZONTAL DISTANCE BETWEEN PIPES. <br />2. CONDUITS NEED TO BE SLEEVED PER THIS DETAIL. IT IS ACCEPTABLE TO GROUP <br />CONDUITS OF THE SAME NATURE IN THE SAME SLEEVE. <br />3. "D" = OUTSIDE DIAMETER OF SLEEVE. <br />ELEVATION SECTION <br />4" MIN <br />MIN <br />"D"+1'-6" <br />FTG PER PLAN <br />. <br /> 3" <br />1'-6" MIN <br />2" MIN <br />4" MIN "D" <br />6" MIN <br />FOOTINGS SHALL BE <br />STEPPED SO THAT <br />CONCRETE FILL DOES <br />NOT EXCEED 3'-0" <br />2' - 4" <br />PIT LADDER AND <br />ANCHOR BRACKETS BY <br />OTHERS <br />3/8"Ø x 2 1/2" EMBED <br />HILTI KB-TZ2 EA SIDE <br />T&B (4 MIN) <br />ELEVATOR PIT WALL <br />(REINF NOT SHOWN FOR <br />CLARITY) <br />PER <br />#5 Z DOWEL @ 12" OC <br />REINF PER PLAN <br />#222 <br />6" <br />#222 <br />STUB OUT <br />2" CONC <br />8" <br />#222 <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 />STEREDP L <br />OFESSIONA <br />N <br />E <br />R <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 />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 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 />8/21/2025 3:36:40 PM <br />Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt <br />S4.0-1 <br />TYPICAL <br />CONCRETE <br />DETAILS <br />JO <br />B <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br /> <br />2 <br />1 <br />0 <br />0 <br />5 <br />8 <br />8 <br />; <br /> <br />J <br />O <br />B <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />L <br />i <br />b <br />r <br />a <br />r <br />y <br /> <br />R <br />e <br />no <br />v <br />a <br />t <br />i <br />o <br />n <br />; <br /> <br />S <br />H <br />E <br />E <br />T <br />: <br /> <br />S <br />4 <br />. <br />0 <br />-1; <br /> <br />P <br />D <br />: <br /> <br />M <br />J <br />S <br />; <br /> <br />P <br />M <br />: <br /> <br />E <br />S <br />1" = 1'-0"1NORMAL WEIGHT CONCRETE LAP SPLICE SCHEDULE (CLASS B) <br />1" = 1'-0"2REINFORCING BAR BENDING DETAIL <br />1" = 1'-0"3REBAR DEVELOPMENT LENGTH <br />1" = 1'-0"4TYPICAL KEY DETAIL <br />1" = 1'-0"5ELEVATOR PIT DETAIL <br />1" = 1'-0"6SLAB TO EXISTING SLAB <br />1" = 1'-0"7GUIDERAIL BASE PLATE <br />1" = 1'-0"8ATTACHMENT DETAILS AT ELEVATOR <br />1" = 1'-0"9CONCRETE WALL CORNER DETAIL <br />1" = 1'-0"10SAW CUT OPNG IN EXISTING CONC WALL <br />1" = 1'-0"11TYPICAL SLAB ON GRADE <br />1" = 1'-0"12EDGE OF SLAB ON GRADE <br />1" = 1'-0"13CONCRETE CURB ON EXISTING SLAB <br />1" = 1'-0"14PIPE TRENCH DETAIL <br />1 1/2" = 1'-0"15ELEVATOR PIT LADDER <br />REV # DESCRIPTION DATE <br />#222 RFI 06.30.2025 <br />#249 RFI 08.21.2025 <br />12" <br />#3 @ 12" EW (UP TO 6" PADS) <br />#4 @ 12" EW (UP TO 9" PADS) <br />#4 @ 2'-0" OC MAX W/ 3" <br />MIN EMBED INTO (E) SLAB <br />W/ EPOXY PER GENERAL <br />NOTES (2 PER SIDE MIN) <br />EQUIPMENT PER MFR <br />MECH, ELEC, & ARCH DWGS <br />6" MIN, 9" MAX UNO VERIFY W/ <br />CLR <br />1" <br />TYP <br />6" MIN <br />6" MAX <br />1" MIN <br />(E) SLAB <br />ROUGHEN TO <br />1/4" AMPLITUDE <br /> 1" = 1'-0"16MECHANICAL PAD ON EXISTING SLAB <br />#305 <br />#305 RFI 10.24.2025 <br />ISSUE DATE <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 />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: