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S <br />S <br />S <br />S <br />S <br />S <br />STEEL COLUMN <br />PER PLAN <br />COLUMN FILL AROUND COLUMN <br />AFTER UPPER FLOORS <br />W/ CONCRETE ARE <br />CONSTRUCTED <br />CONTROL JOINT TYP <br />SEE <br />OUTLINE OF BLOCK-OUT <br />GRID <br />GRID <br />CO <br />L <br />U <br />M <br />N <br />(TYP <br />) <br /> 8" MIN <br />NOTES: <br />1. D = DEPTH OF FOOTING <br />2. S = 1'-6" MAX, UNO <br />3. Ld = DEVELOPMENT LENGTH <br />4. SEE FOR ADDITIONAL INFORMATION. <br />NOTE: <br />1. SEE FOR BALANCE OF INFORMATION. /1B S5.02 <br />/1C S5.02 <br />WALL DOWELS WHERE <br />OCCURS SEE PLANS FOR <br />SIZE AND SPACING (NOT <br />ALL SHOWN FOR CLARITY) <br />SHEAR REINF WHERE OCCURS SEE <br />PLANS FOR SIZE AND SPACING <br />(NOT ALL SHOWN FOR CLARITY) <br />FLOORLINE <br />EL = PER PLAN <br />FLOORLINE <br />EL = PER PLAN <br />REINF TO MATCH FOOTING <br />REINF SIZE & SPACING <br />BEND AS <br />REQD <br />#4 @ 18" OC <br />(2) MINIMUM <br />TYP <br />2 x S MIN <br />TYPS <br />MIN <br />D <br />TYP <br />3" CLR <br />TYP <br />1'-6" MIN <br />TYP <br />2 x S MIN <br />FTG REINF PER PLAN <br />D <br />D <br />PER <br /> Ld <br />PER <br /> Ld <br />TYP <br /> 0 <br />" <br />PER <br /> CLASS B SPLICE <br />TYPS <br />FTG REINF PER PLAN <br />NOTE: <br />1. SEE BUILDING FOUNDATION PLAN, , <br />FOR LOCATIONS OF STEPPED FOOTINGS. <br />NO PIPES <br />SHALL PASS <br />THRU FTG UNO <br />POUR JOINT <br />SCHED 40 SLEEVE = PIPE DIA + 2". <br />WHERE PVC ELEC CONDUITS <br />ARE LAID UNDER FTG: NO ADDL <br />SLEEVES REQD. <br />BACKFILL PER SPECS <br />1 <br />1.5 MIN <br />NO EXCAVATION <br />ALLOWED BELOW <br />THIS LINE <br />PLACE CONC FILL <br />AROUND SLEEVES <br />BEFORE POURING <br />FOOTINGS. USE SAME <br />CONC MIX AS FTG CONC <br />PIPE TRENCH SHALL BE <br />LOCATED SO THAT FOOTING <br />WILL NOT BE UNDERMINED <br />D <br />SLAB WHERE OCCURS <br />PIPE TO BE <br />CENTERED IN <br />SLEEVE <br />PER PLAN <br />FTG <br />OCCURS <br />WALL <br />WHERE <br />MIN <br />D + 1'-6" <br />MIN <br /> <br /> <br /> 6 <br />" <br />MIN <br /> <br /> <br /> 4 <br />"MIN <br />3" <br />MIN <br /> <br /> <br /> 9 <br />" <br />ELEVATION SECTION <br />NOTES: <br />1. SLEEVE/PIPES/CONDUITS THAT ARE SPACED < 18", SEE DETAIL 5 & 6 /S502. <br />2. IF ANY CONDUITS ABOVE OR BELOW THE FOOTINGS ARE DAMAGED DURING CONSTRUCTION <br />OR DURING THE LIFE OF THE BUILDING, THE NEED FOR SHORING OF THE EXISTING STRUCTURE <br />SHALL BE EVALUATED AND CONSIDERED PRIOR TO REPAIR BY A LICENSED STRUCTURAL <br />ENGINEER. <br />3. NO PIPE/CONDUIT SWEEPS ALLOWED IN THE FOOTING. <br />#4 @ EA CORNER <br />COMPETENT BEARING MATERIAL <br />PER SOILS REPORT <br />COLD JOINT <br />SOG AND REINF <br />PER PLAN <br />STEEL COL PER PLAN <br />BOTTOM <br />REINF PER <br />SCHEDULE <br />W/ STD HOOK <br />TYP <br />1' - 0" MIN <br />TYP <br />3" CLR <br />WxL PER SCHEDULE <br />"T" PER SCHEDULE <br />MAX <br />4" <br />TO FTG <br />EL = SEE PLAN <br />TO FTG <br />EL = SEE PLAN <br />BASE PLATE DETAIL <br />PER DETAIL 5/- <br />ANCHOR BOLTS PER <br />BASEPLATE DETAIL <br /> JOINTS, TYP <br />ISOLATION <br />4" MAX <br />3" MIN <br />DETAIL 5/- <br />EMBED PER <br />BASE PLATE <br />MIN <br />8" <br />TYP <br />3" CLR <br />TOP REINF PER <br />SCHED W/ STD <br />HOOK, WHEREVER <br />IT OCCURS <br />/5 S7.02CLR <br />1"TOLERANCE <br />6" MAX <br />FOR FIELD <br />ELECT'L & ARCH'L PLANS <br />"t" <br />VERIFY W/ MECH'L #3 @ 12" E.W (t < 4") <br />#4 @ 12" EW (4" < t < 6") <br />#5 @ 12" EW (6" < t < 10") <br />CONC SOG <br />PER PLAN <br />12" <br />12" <br />#4 @ 18" OC MAX <br />( 2 PER SIDE MIN) <br />3" EMBED <br />CONC SOG <br />PER PLAN <br />PAD & REINF <br />PER <br />#4 DOWELS @ 18" OC <br />DRILL & EPOXY <br />8" <br />FOOTING SCHEDULE <br />SIZE (WxLxT)TYPE REINFORCEMENT <br />7'x7'x18" <br />5'x5'x18" <br />(8) #6 B EW <br />(6) #6 B EW <br />F1 <br />F2 <br />PER PLAN #6 @ 12" T&B EWF3 <br />PER PLAN <br />1' - 0" <br />MIN <br />8" <br />CLR <br />3" <br />SEE PLAN <br />SOG <br />12" SLAB ON GRADE <br />W/ #5 @ 12" OC EA <br />WAY T&B, TYP <br />1 <br />6 <br />DEVELOPMENT <br />LENGTH lD PER <br />SCHEDULE <br />TOP OF SLAB <br />ELEVATION <br />SEE PLAN <br />#5 @ 12" OC EACH WAY <br />WATERPROOF PER ARCH <br />DRAIN PIPE BACKFILL PER <br />GEOTECHNICAL REPORT <br />WHERE OCCURS <br />TYP <br />10" THK <br />NOTE: <br />WALL IS TO REMAIN SHORED UNTIL (7) DAYS AFTER <br />SLAB ABOVE WALL HAS BEEN PLACED. <br />CLR <br />3" <br />TYP <br />2" CLR <br />#5 @ 12" OC <br />3'-0" <br />1'-9" <br />MIN, TYP <br />6" <br />WALL/COL PER PLAN <br />FTG PER PLAN <br />PIPES/CONDUITS PER MEP, <br />SCHED 40 SLEEVE, D = PIPE <br />DIA + 2" <br />D = 6" MAXSINGLE SLEEVE <br />NOTES: <br />1. SEE FOR CONDUITS/PIPE BELOW FTG DET AND ADDL INFO NOT <br />SHOWN. <br />2. VERT PENETRATIONS THAT ARE SPACED > 18" WILL BE CONSIDERED AS <br />A SINGLE PENETRATION. <br />/2 S5.02 <br />5/16 <br />Ld <br />TYP <br />1" <br />MAX <br />1" <br />1/2" TYPWF PER PLAN <br />CONC FILLED <br />DECK PER PLAN <br />1/2" THK x 8" WIDE PL <br />(2) 3/4" Ø F1554 Gr. 36 W/ <br />12"-EMBED, CTR ON WALL <br />ANGLE AND <br />THRU-BOLT <br />PER 8/S7.11 <br />#5 DIAG REINF <br />WALL'S VERT & <br />HORIZ REINF <br />PER PLAN <br />PROVIDE STD HOOK <br />FOR INTERRUPTED VERT <br />& HORIZ REINF, TYP <br />1 1/2" THK NON-SHRINK GROUT <br />6" <br />SCALE : 1" = 1'-0"3 <br />BLOCK-OUT AT <br />COLUMN & SLAB ON GRADE <br />SCALE : 1" = 1'-0"1 STEPPED FOOTING DETAIL <br />1A ELEVATION <br />1B ELEVATION <br />1C PLAN VIEW <br />SCALE : 1" = 1'-0"2 <br />PIPE TRENCH BELOW & ADJACENT <br />TO FOOTING DETAIL <br />SCALE : 1" = 1'-0"4 <br />SPREAD FOOTING DETAIL AT <br />STEEL COLUMN <br />SCALE : 1" = 1'-0"7 MECHANICAL PAD ON GRADE <br />SCALE : 1" = 1'-0"7A TYPICAL <br />SCALE : 1" = 1'-0"7B ALT <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 12:03:27 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 />S5.02 <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 : 3/4" = 1'-0"5 ELEVATOR PIT <br />SCALE : 1" = 1'-0"6 <br />VERTICAL PIPE/ CONDUIT THROUGH <br />FOOTING DETAIL <br />SCALE : 1" = 1'-0"8 WALL DETAIL AT WF POCKET <br />No.Description Date <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025