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S S <br />U6 <br />U1 <br />V1 <br />V2 <br />V4 <br />V5 <br />Y1 <br />X1 <br />Y2 <br />X2 X3 <br />U5 <br />U4 <br />U3 <br />U2 <br />24' - 3 3/4" <br />7' - 7 1/4" <br />23' - 5 5/8" <br />20' - 4 7/8" <br />5' - 5 1/8" <br />21' - 3"9' - 10" <br />10' - <br />4 3/8" <br />11' - <br />6 3/8" <br />11' - <br />6 3/8" <br />10' - <br />5 5/8" <br />21 <br />' <br /> <br />- <br /> <br />3 <br />" <br />TOF= -1' - 6" <br />SLOPED HSS 7.625x0.375 <br />TOF= -1' - 6" <br />18"-DEEP x 6'-0" WIDE <br />COMBINED FTG <br />SLOPED HSS 7.625x0.375 <br />30"-DEEP x 4'-6"-WIDE CONT FTG <br />CTR ON SHEAR WALLS, TYP, UNO <br />W/ (7) #6 LONGITUDINAL T&B & <br />#6 @ 9" OC TRANSVERSE T&B, TYP UNO <br />2' <br /> <br />- <br /> <br />3 <br />" <br />6' <br /> <br />- <br /> <br />7 <br /> <br />3 <br />/ <br />8 <br />" <br />TOF= -1' - 6" <br />SLOPED HSS 7.625x0.375 <br />18" THK x 5'-0" WIDE <br />COMBINED FTGTOF= -1' - 6" <br />3' - 0"6' - 0"6' - 11"8' - 0" <br />TOF= -2' - 6" <br />T.O. SLAB EL = 0' - 0" <br />5" SLAB ON GRADE W/ <br />#4 @ 12" OC EA WAY <br />AT MID-HEIGHT <br />1 <br />S2.01 <br />2 <br />S2.01 <br />8' - 11 1/2" <br />TOF= -1' - 6" <br />3' - 8" <br />N <br />6' - 4" <br />HSS6x6x1/4 <br />4' - 9" <br />2' - 0" <br />TYP, UNO <br />CL FTG <br />6" <br />2' - 3" <br />TOF= -1' - 6" <br />T/ELEVATOR PIT <br />EL = -4' - 0" <br />TYP <br />3' - 0" <br />F2 <br />F2 <br />F3 <br />F1 <br />F2 <br />F3 <br />2' <br /> <br />- <br /> <br />8 <br />" <br />2' <br /> <br />- <br /> <br />3 <br /> <br />3 <br />/ <br />8 <br />" <br />1' <br /> <br />- <br /> <br />1 <br />0 <br /> <br />3 <br />/ <br />4 <br />" <br />19' - 9" <br />4" <br />CL <br /> <br />W <br />A <br />L <br />L <br />5' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />4"4" <br />CL <br /> <br />W <br />A <br />L <br />L <br />CL <br /> <br />W <br />A <br />L <br />L <br />CL WALL <br />4" <br />6' - 10 1/2"11' - 10"28' - 1 1/2" <br />20 <br />' <br /> <br />- <br /> <br />7 <br />" <br />CL <br /> <br />W <br />A <br />L <br />L <br />4" <br />15' - 2 1/2" <br />2' - 3" <br />CL WALL CL WALL <br />3' - 0 1/2"CL <br /> <br />W <br />A <br />L <br />L <br />4' <br /> <br />- <br /> <br />7 <br /> <br />3 <br />/ <br />8 <br />" <br />TOF= -1' - 6" <br />-1 <br /> <br />1 <br />/ <br />1 <br />6 <br />" <br />-3 <br />/ <br />4 <br />" <br />2' - 5 3/4" <br />7 <br />S5.01 <br />TYP AT SOG <br />DEPRESSION <br />5 <br />S5.02 <br />X4 <br />46' - 10" <br />4' - 8" 4" <br />V3 <br />3 <br />3 <br />9' - 2" <br />1' - 11" <br />3' <br /> <br />- <br /> <br />3 <br />" <br />5' <br /> <br />- <br /> <br />2 <br />" <br /> <br />3 <br />' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />1 <br />' <br /> <br />- <br /> <br />6 <br />" <br />-3/4" <br />HSS6x6x1/4 AT <br />SAFETY BEAM, <br />TYP <br />HSS10x6x1/4 AT <br />GUIDE RAIL, <br />SUPPORT TYP <br />3 <br />3 <br />3 <br />3 <br />S5.11 <br />7 <br />310" <br />10" <br />1.SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DRAINS, CURBS, ELEVATIONS <br />AND DIMENSIONS NOT SHOWN. <br />2. SEE SHEETS S0.02 THROUGH S0.03 FOR GENERAL NOTES. <br />3. SEE GEOTECHNICAL REPORT FOR SOIL PREPARATION REQUIREMENTS AND <br />EXCAVATION INSPECTION REQUIREMENTS. <br />4. SEE CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR <br />LOCATION OF TRENCHES, FLOOR SINKS, AND UNDERGROUND UTILITIES. <br />5. SEE SHEETS FOR CONCRETE SHEAR WALL SCHEDULE AND DETAILS. <br />6. SEE SHEET S5.0X SHEET SERIES -FOR TYPICAL CONCRETE AND FOUNDATION <br />DETAILS. <br />7. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE PER DETAIL . <br />8. FOR SOIL BASE UNDER THE SLAB ON GRADE, REFER TO GEOTECHNICAL <br />REPORT. <br />9. GEOTECHNICAL ENGINEER SHALL OBSERVE FOOTING EXCAVATIONS PRIOR TO <br />PLACEMENT OF REINFORCING STEEL. <br />11.SEE MEP DRAWING FOR THE EXACT LOCATION OF MEP EQ AND OPENING. <br />FOUNDATION PLAN NOTES: <br />FOUNDATION LEGEND: <br />INDICATES STEPPED FOOTING PER DETAIL . <br />INDICATES TOP OF CONCRETE SLAB ELEVATION, UNO <br />ON PLANS. VERIFY ALL SLAB ELEVATIONS WITH <br />ARCHITECTURAL AND CIVIL DRAWINGS. <br />INDICATES TOP OF FOOTING ELEVATION. TOP OF <br />FOOTING SHALL BE 1'-6" BELOW ADJACENT <br />GRADE, UNLESS NOTED OTHERWISE. <br />INDICATES STEP IN SLAB PER <br /> STEP AT UNDERSIDE OF SLAB NOT SHOWN FOR CLARITY. <br />STEP LOCATIONS AND EXTENTS PER ARCH <br />INDICATED SOG SLOPE CHANGE PER CIVIL AND ARCH <br />8"-THK CIP CONC BEARING SHEAR WALL , UNO. <br />INDICATES CONCRETE FOOTING BELOW PER <br />HSS POST <br />SPREAD FOOTING PER <br />T.O. SLAB <br />EL=XX'-XX" <br />-TEXT" <br />/6 S5.01 <br />/1 S5.02 <br />/7 S5.01 <br />/1 S5.11 <br />TOF= X' - X" <br />F#/4 S5.02 <br />3 <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/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />2 <br />: <br />0 <br />3 <br />: <br />2 <br />3 <br /> <br />P <br />M <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />2 <br />3 <br />0 <br />8 <br />_ <br />S <br />A <br />Z <br />_ <br />H <br />i <br />v <br />e <br />/ <br />2 <br />3 <br />0 <br />0 <br />1 <br />7 <br />5 <br />_ <br />S <br />A <br />Z <br />_ <br />K <br />P <br />F <br />F <br />_ <br />R <br />2 <br />2 <br />. <br />r <br />v <br />t <br />2308 <br />FOUNDATION <br />FRAMING PLAN <br />- BUILDING B <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S1.01B <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 : 1/4" = 1'-0"1 FOUNDATION PLAN - BUILDING B <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