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S S <br />S <br />S <br />S S <br />S <br />S <br />15' -6" <br />A <br />10' - <br />9" <br />B <br />14' - <br />1" <br />B <br />11' - <br />9" <br />B <br />26' -1" <br />A <br />32' -4" <br />A <br />27' - <br />5" <br />B <br />S S <br />R2 <br />S1 <br />S3 <br />S4 <br />V4 <br />V5 <br />Y2 <br />R1 <br />S2 <br />R2 <br />S1 <br />S3 <br />S4 <br />R1 <br />S2 <br />9' - 11 3/4" <br />25' - 1 1/2" <br />39' - 7 1/4" <br />37' - 3 1/4" <br />6x8 <br />CONT 30" WIDE x 18" <br />DEEP FOOTINGS, TYP <br />CENTER ON WALL <br />6x10 <br />6x10 <br />6x10 <br />5" SLAB ON GRADE W/ #4 @ 12" <br />OC EA WAY AT MID-DEPTH <br />8x10 <br />8x10 <br />6x10 <br />6x6 <br />6x8 <br />STUDS 2x6 @ 16" OC, <br />TYP, UNO <br />PROVIDE WOOD SHEATHING, <br />TYPE A PER 1/S6.06 <br />TYP AT NON SHEAR WALL <br />T.O. SLAB EL = 0' - 0" <br />6x6 <br />STUDS 2x6@16" OC, <br />BRACED @ 3RD POINT, MIN <br />STUDS 2x10 @ 16" OC, <br />TYP ALONG THIS GRID <br />6x6 <br />6x6 <br />6x6 <br />HD4 <br />HD1 <br />HD4 <br />HD4 <br />HD4 <br />HD1 <br />HD1 <br />HD2 <br />HD2 <br />HD2 <br />HD2 <br />HD1 <br />HD1 <br />HD1 <br />N <br />TOF= -1' - 0" <br />TOF= -1' - 0" <br />VIF <br />18' - 2 1/2" <br />VIF <br />17' - 9 " <br />VIF <br />17' - 9" <br />VIF <br />16' - 1 1/2" <br />VIF <br />18' - 2 " <br />8 <br />S5.01 <br />TYP AT EXT <br />9 <br />S5.01 <br />VIF <br />17' - 9 " <br />6x6 <br />6x10 <br />1' - 6" <br />4' - 0" <br />TOF= -1' - 6"TOS= -1' - 0" <br />TOS= -1' - 0" <br />3 <br />TOF= -1' - 0" <br />TOF= -1' - 0" <br />1' - 6" <br />4' - 0" <br />3 <br />TOS= -2' - 0" <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 0' - 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 />INDICATES CONCRETE FOOTING BELOW PER . <br />T.O. SLAB <br />EL=XX'-XX" <br />-TEXT" <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 S5.0X SHEET SERIES -FOR TYPICAL CONCRETE AND <br />FOUNDATION DETAILS. <br />6. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE PER DETAIL . <br />7. FOR SOIL BASE UNDER THE SLAB ON GRADE, REFER TO GEOTECHNICAL <br />REPORT. <br />8. GEOTECHNICAL ENGINEER SHALL OBSERVE FOOTING EXCAVATIONS PRIOR TO <br />PLACEMENT OF REINFORCING STEEL. <br />FOUNDATION PLAN NOTES: <br />/6 S5.01 <br />/7 S5.01. <br />/8 S5.01 <br />TOF= X' - X" <br />/1 S5.02. <br />3 <br />WOOD AND STEEL FRAMING LEGEND: <br />INDICATES NON-STRUCTURAL PARTITION <br />WALLS PER ARCH. <br />INDICATES WOOD POST. <br />P# <br />INDICATES SHEAR WALLS ABOVE. SEE SHEET <br />FOR PLYWOOD SHEATHING DESIGNATION. <br />XX INDICATES STRUCTURAL SHEAR WALL <br />COMPRESSION POSTS & HOLDDOWN <br />PER SCHEDULE ON <br />WOOD STEEL FRAMING NOTES: <br />FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01. <br />FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS. <br />VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES, <br />DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND <br />MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION. <br />FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES <br />AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. <br />ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL <br />DRAWINGS. <br />PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS. <br />1. <br />2. <br />3. <br />10. <br />6. <br />HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR <br />TO ENCLOSURE. <br />4. <br />ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD <br />FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY. <br />5. <br />TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO. <br />ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO. <br />8. <br />INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE <br />CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE. <br />9. <br />TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.7. <br />INDICATES HEADER BEAM PER DETAIL <br />AND SCHEDULE ON & <br />NOT ALL HEADERS ARE SHOWN ON PLAN <br />HDR <br />/1 S6.05 <br />1/-/2 S6.03 <br />X /1 S6.06 <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 />2 <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 A <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S1.01A <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 A <br />3 <br />No.Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />3 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025