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REBAR LAP SPLICE LENGTH SCHEDULE <br />BAR <br />SIZE <br />LAP <br />CLASS <br />NORMAL WEIGHT CONCRETE <br />f'c = 4000 psi f'c = 5000 psi <br />Top Bars Other Bars Top Bars Other Bars <br />Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 <br />3 <br />A 1'-5" 2'-1" 1'-1" 1'-8" <br />B 1'-10" 2'-9" 1'-5" 2'-1" <br />4 <br />A 1'-11" 2'-10" 1'-5" 2'-2" <br />B 2'-5" 3'-8" 1'-11" 2'-10" <br />5 <br />A 2'-4" 3'-6" <br />B 3'-0" 4'-6" <br />6 <br />A 3'-11" 4'-2" <br />B 3'-7" 5'-5" <br />7 <br />A 4'-8" 6'-1" <br />B 5'-3" 7'-11" 4'-1" 4'-8" <br />8 <br />A 4'-8" 6'-11" 3'-7" 5'-4" <br />B 6'-0" 9'-0" 4'-8" 6'-11" <br />9 <br />A 5'-3" 7'-10" 4'-0" 6'-0" <br />B 6'-9" 10'-2" 5'-3" 7'-10" <br />10 <br />A 5'-11" 8'-10" 5'-6" 7'-9" <br />B 7'-8" 11'-5" 5'-11" 8'-10" <br />11 <br />A 6'-6" 9'-9" 5'-0" 7'-6" <br />B 8'-6" 12'-8" 6'-6" 9'-9" <br />1'-7" 2'-4" 1'-3" 1'-10" <br />2'-1" 3'-1" 1'-7" 2'-4" <br />2'-1" 3'-1" 1'-7" 2'-5" <br />2'-9" 4'-1" 2'-1" 3'-1" <br />2'-7" 3'-11" 2'-0" 3'-0" <br />3'-5" 5'-1" 2'-7" 3'-11" <br />3'-1" 4'-8" 2'-5" 3'-7" <br />4'-1" 6'-1" 3'-1" 4'-8" <br />4'-6" 6'-9" 3'-6" 5'-3" <br />5'-11" 8'-10" 4'-6" 6'-9" <br />5'-2" 7'-9" 4'-0" 6'-0" <br />6'-9" 10'-1" 5'-2" 7'-9" <br />5'-10" 8'-9" 4'-6" 6'-9" <br />7'-7" 11'-4" 5'-10" 8'-9" <br />6'-7" 9'-10" 5'-1" 7'-7" <br />8'-6" 12'-9" 6'-7" 9'-10" <br />7'-3" 10'-11" 5'-7" 8'-5" <br />9'-6" 14'-2" 7'-3" 10'-11" <br />1'-10" 2'-8" <br />2'-4" 3'-6" <br />2'-2" 3'-3" <br />2'-10" 4'-2" <br />3'-2" 4'-8" <br />NOTES: <br />1. CASES 1 AND 2 WHICH DEPEND ON CLEAR CONCRETE COVER AND THE CENTER-TO- <br />CENTER SPACING OF THE BARS ARE DEFINED AS: <br />CASE 1: COVER AT LEAST 1db AND CLEAR SPACING AT LEAST 2db. <br />CASE 2: COVER LESS THAN 1db OR CLEAR SPACING LESS THAN 2db. <br />2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST <br />BELOW THE BARS. <br />3. OTHER BARS INCLUDE VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12 <br />INCHES OF CONCRETE CAST BELOW HORIZONTAL BARS. <br />4. BAR SPLICES NOT COVERED BY THIS SCHEDULE ARE SPECIFICALLY DETAILED AND <br />DIMENSIONED PER PLANS. <br />5. ALL SPLICES SHALL BE CLASS 'B' UNLESS OTHERWISE ON PLANS. <br />6. FOR DEVELOPMENT LENGTH, Ld, USE CLASS 'A' LAP SPLICE LENGTH. <br />7. FOR LAP SPLICES OF BARS IN SHEAR WALLS, REFER TO LAP SPLICE AND DEVELOPMENT <br />SCHEDULE IN CONCRETE WALL ELEVATIONS. <br />8. THIS SCHEDULE IS FOR GR 60 REINFORCEMENT. <br />9. CAN USE 1.25Ld IN LIEU OF NOTE 7 AT SHEAR WALLS. <br />10. FOR STAGGERED SPLICES, CLEAR SPACING SHOWN IN DIAGRAM MAY BE USED TO <br />DETERMINE CASE 1 OR CASE 2 PER NOTE 1 <br />3 <br />3 <br />TYPE OF <br />STANDARD <br />HOOK <br />BAR SIZE MINIMUM INSIDE <br />BEND DIAMETER, <br />IN <br />STRAIGHT <br />EXTENSION [1] <br />ℓEXT, IN <br />TYPE OF STANDARD HOOK <br />90-DEGREE <br />HOOK <br />#3 THROUGH <br />#8 6db <br />#9 <br />THROUGH <br />#11 <br />8db <br />12db <br />ℓ <br />EX <br />T <br />90° BEND <br />db <br />GREATER <br />OF 4db AND <br />2.5 IN <br />ℓEXT <br />db <br />180-DEGREE <br />HOOK <br />18 <br />0 <br />° <br /> <br />B <br />E <br />N <br />D <br />DIAMETER <br />DIAMETER <br />NOTES: <br />1. ACI 318-14 TABLE 25.3.2. <br />2. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM <br />2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE <br />SCHEDULE. UNO ON PLANS. <br />#14 THROUGH <br />#18 10db <br />#3 <br />THROUGH <br />#8 <br />6db <br />#9 THROUGH <br />#11 8db <br />#14 <br />THROUGH <br />#18 10db <br />POINT AT WHICH BAR <br />IS DEVELOPED <br />ℓdh <br />POINT AT WHICH <br />BAR IS DEVELOPED <br />ℓdh <br />NORMAL WEIGHT <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />D <br />2 1/4"5" <br />3" 8" <br />3 3/4" 10 <br />4 1/2"12 <br />5 1/4" <br />6" 1'-4" <br />9 1/2" 1'-7 1/2" <br />10 3/4" 1'-10" <br />LIGHT WEIGHT <br />5000 5000 <br />0'-7" <br />0'-9" <br />0'-11" <br />1'-1" <br />1'-3" <br />1'-5" <br />1'-8" <br />1'-10" <br />0'-9" <br />1'-0" <br />1'-2" <br />1'-5" <br />1'-8" <br />1'-11" <br />2'-1" <br />2'-5" <br />STANDARD HOOK DEVELOPMENT LENGTH " " <br />"l "h <br />l dh <br />1'-2" <br />2" CLR MIN <br />FACE OF <br />CONCRETE <br />2" CLR MIN <br />FACE OF <br />CONCRETE <br />4000 <br />0'-8" <br />0'-10" <br />1'-0" <br />1'-3" <br />1'-5" <br />1'-7" <br />1'-10" <br />2'-1" <br />4000 <br />0'-10" <br />1'-1" <br />1'-4" <br />1'-7" <br />1'-10" <br />2'-1" <br />2'-4" <br />2'-8" <br />UNO <br />ls <br />6" <br /> <br />M <br />A <br />X <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />1:6 MAXIMUM SHOP OFFSET <br />BEND AS REQUIRED OR <br />WHERE SHOWN ON PLANS. <br />SPACING <br />CLEAR <br />NON-CONTACT LAP <br />SPACING <br />CLEAR <br />SPACING <br />CLEAR <br />#4 DOWELS TO MATCH SOG <br />TYP REINF SPACING <br />TOP OF SLAB <br />SEE PLAN <br />2 <br />1 <br />FINISH SURFACE <br />SEE ARCH FOR <br />EDGE FINISH <br />SEE FOR SLAB ON <br />GRADE SUPPORT INFO <br />REINF PER PLAN <br />(CENTERED IN SOG) <br />/4 S5.01 <br />MIN <br />8" <br />LAP SPLICE <br />CLASS B <br />PER PLAN <br />THICKNESS <br />8" MIN <br />SEE NOTE 1 <br />NOTES: <br />1. AT GREENHOUSE, DIMENSION TO BE 1' - 0". <br />NOTES: <br />1. REFER TO GEOTECH REPORT FOR ADDITIONAL REQUIREMENTS. <br />2. CONTRACTOR SHALL TAKE CARE NOT TO PUNCTURE VAPOR RETARDER DURING CONSTRUCTION <br />OF SLAB ON GRADE. <br />3. PROVIDE VAPOR RETARDER AT AREAS AND WITH EXTENTS/TERMINATIONS AS SPECIFIED BY ARCH. <br />4. VAPOR RETARDER AND/OR GRAVEL LAYER MAY BE OMITTED AT PARKING/DRIVE ISLE AREAS. <br />GEOTECH ENGINEER SHALL CONFIRM BASED ON FIELD TESTING OF IN-SITU SOILS. <br />APPROVED 15 MIL CLASS A <br />VAPOR BARRIER. INSPECT <br />AFTER REINF PLACEMENT AND <br />REPAIR PER MANUF <br />RECOMMENDATIONS BEFORE <br />POURING OF CONCRETE <br />COMPACTED SOIL (SEE <br />GEOTECH REPORT) <br />REINF PER PLAN <br />SAND <br />2" CLEAN <br />OR COURSE SAND <br />4" CLEAN <br />CRUSHED GRAVEL <br />SOG PER PLAN <br />USE PRECAST <br />BLOCK TO CHAIR <br />REINF <br />SLAB PER PLAN <br />#4 @ 16" OC <br />ROUGHEN SLAB <br />#4 CONT TOP & BOT <br />#2 <br /> 0 <br />" <br />8" MAX <br />SEE ARCH <br />4" MIN <br />PER ARCH <br />EQ <br />ROUGHEN <br />SURFACE <br />(1) #4 CONT <br />4" MIN <br />PER ARCH <br />SLAB ON GRADE <br />PER PLAN <br />(4 1/4" MIN) <br />8" MAX <br />SEE ARCH <br />#4 EPOXY DOWELS <br />@ 16" OC <br />W/ 3" EMBED #1 <br />NOTES: <br />1. SEE GENERAL NOTES FOR EPOXY. <br />2. USE NON-DESTRUCTIVE METHODS TO LOCATE EXISTING REINFORCING BARS. DO NOT <br />CUT EXISTING REINFORCING BARS WHICH MAY CONFLICT WITH ANCHOR LOCATION. <br />CONTINUOUS <br />FORMED KEY BREAK BOND <br />W/ CURING <br />COMPOUND <br />NOTES: <br />1. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND AT 15'-0" MAX. AND <br />EVERY 225 SQUARE FEET. <br />2. IF SAW-CUT CONTROL JOINT TO BE USED, SAW-CUT WITHIN 24 HOURS OF POUR. <br />3. CONSTRUCTION JOINT TO BE LOCATED AS PER NOTES #1 AND #2 UNLESS SPECIFICALLY <br />INDICATED ON PLANS. REFER TO ARCH DWGS FOR ADDITIONAL LOCATIONS. <br />1 1/2" <br />DO NOT CUT <br />REBAR <br />T/4, MAX <br />JOINT SEALANT <br />1/8" PREMOLDED STRIP <br />FILL W/ SEMI-RIGID <br />T/4 <br />1/8" SAW CUT <br />EQ <br />EQ <br />EQ <br />PER PLAN <br />T <br />THICKNESS <br />CONSTRUCTION JOINT <br />CONTROL JOINTS <br />FORMED JOINT <br />SAW-CUT JOINT <br />MIN <br />3/4" CLEAR <br />TO REINF <br />MIN <br />3/4" CLEAR <br />TO REINF <br />1'-6" <br />1'-6" <br />1'-6" <br />#4 @ 16"OC <br />2 <br />SEE PLAN <br />TOP OF SLAB <br />#4 NOSING BAR <br />1 <br />SEE ARCH FOR SIZE AND <br />LOCATION OF CURB <br />WHERE OCCURS <br />#4 CONT T&B @ CURB. <br />OFFSET TOP BAR TO NOT <br />FOUL W/ ANCHOR BOLT <br />#4 @ 16" AT CURB <br />SEE ARCH <br />4" MIN - 8" MAX <br />1' - 0" <br />(4" MAX) <br />SEE PLANS <br />DEPRESSION IN SLAB ON GRADE <br />SEE ARCH <br />3 1/2" MIN <br />SHEATHING <br />PER PLAN <br />ANCHOR PER WALL <br />FRAMING (SEE NOTE) <br />FURRING PER ARCH <br />WHERE OCCURS <br />EN <br />(2) #4 <br />#4 @ 16" OC <br />MIN <br />9" <br />SLAB ON GRADE <br />PER PLAN <br />OPTIONAL CONST <br />JONT CLEAN & <br />ROUGHENED SURFACE <br />WALL STUDS PER PLAN <br />AND DETAIL <br />PER ARCH <br />CURB <br />MIN <br />3" <br />#5 @ 10" OC <br />PER PLAN <br />#4 @ 20" OC <br />SEE PLAN <br />(5) #6 CONT <br />(3) #6 CONT <br />2'-0" <br />HOLDDOWN WHERE OCCURS, <br />SEE DETAIL 1A/S6.05 <br />ADD'L #4 U-BAR AT <br />HOLDDOWN <br />PER PLAN <br />NOTE: <br />FOR WOOD SHEAR WALL ON CONC FILLED <br />METAL DECK, SEE DETAIL 4/S7.02 <br />SHEAR WALL PER PLAN <br />SLAB ON GRADE <br />PER PLAN <br />TREATED SILL PLATE <br />W/ AB PER <br />OPTIONAL CONST. JOINT <br />CLEAN & ROUGHENED <br />SURFACE <br />/1 S6.06 <br />NOTE: <br />SEE FOR FOOTING REINF DETAIL./8 S5.01 <br />MIN <br />3" <br />SEE PLAN <br />HOLDDOWN PER PLAN <br />PER PLAN <br />PER PLAN <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIEN <br />ARCHITEC <br />CONSULTANT <br />AC <br />C <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />h <br />o <br />s <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />L <br />O <br />C <br />2/12/2025 12:03:26 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />TYPICAL <br />CONCRETE <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S5.01 <br />SANTA ANA ZOO <br />1801 E CHESTNUT AVE, SANTA ANA, CA <br />92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION <br />HUB <br />SCALE : 12" = 1'-0"1 <br />DEVELOPMENT AND LAP SPLICE <br />OF CONCRETE REINFORCEMENT BARS- NW CONCRETE <br />SCALE : 1" = 1'-0"2 <br />STANDARD HOOK DEVELOPMENT <br />LENGTH BENDING DETAIL <br />1A TYPICAL LAP SPLICES <br />1B STAGGERED SPLICING <br />SCALE : 1" = 1'-0"3 SLAB ON GRADE THICKENED EDGE <br />SCALE : 1" = 1'-0"4 TYPICAL VAPOR BARRIER DETAIL <br />5A CURB @ SLAB ON GRADE <br />5B EPOXY DOWELED CONCRETE CURB <br />SCALE : 1" = 1'-0"5 <br />TYPICAL CURB DETAILS AT <br />NON-SHEAR WALL <br />SCALE : 1" = 1'-0"6 TYPICAL SLAB ON GRADE JOINTS <br />SCALE : 1" = 1'-0"7 DEPRESSION/TRANSITION IN SLAB ON GRADE <br />SCALE : 1" = 1'-0"8 EXTERIOR SHEAR WALL SECTION <br />SCALE : 1" = 1'-0"9 TYPICAL INTERIOR SHEAR WALL <br />No.Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025