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AB ANCHOR BOLT <br />ACI AMERICAN CONCRETE INSTITUTE <br />ADDL ADDITIONAL <br />ADJ ADJACENT <br />AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL <br />AGGR AGGREGATE <br />AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION <br />ALT ALTERNATE <br />ALUM ALUMINUM <br />ANCH ANCHOR <br />ANSI AMERICAN NATIONAL STANDARDS INSTITUTE <br />APA AMERICAN PLYWOOD ASSOCIATION <br />APPVD APPROVED <br />APPROX APPROXIMATE <br />ARCH ARCHITECTURAL; ARCHITECT <br />ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS <br />AWPA AMERICAN WOOD PRESERVERS ASSOCIATION <br />AWS AMERICAN WELDING SOCIETY <br />AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION <br />ASTM AMERICAN SOCIETY FOR TESTING MATERIALS <br />&AND <br />@ AT <br />BLDG BUILDING <br />BLK BLOCK <br />BLKG BLOCKING <br />BM BEAM <br />BN BOUNDARY NAIL <br />BNDRY BOUNDARY <br />BOT OR B BOTTOM <br />BRC BRACE <br />BRG BEARING <br />BT BENT <br />BTWN BETWEEN <br />CANT CANTILEVER <br />CAM OR C CAMBER <br />CC CENTER TO CENTER <br />CG CENTER OF GRAVITY <br />CIP CAST-IN-PLACE <br />CJ CONSTRUCTION JOINT; CONTROL JOINT <br />CL CENTER LINE <br />CLR CLEARANCE; CLEAR <br />CMU CONCRETE MASONRY UNIT <br />COL COLUMN <br />COMP COMPRESSION <br />CONC CONCRETE <br />CONN CONNECTION; CONNECT <br />CONSTR CONSTRUCTION <br />CONT CONTINUE; CONTINUOUS <br />CONTR CONTRACTOR <br />CJP COMPLETE JOINT PENETRATION WELD <br />CTR CENTER <br />CTSK COUNTERSINK; COUNTERSUNK <br />CU FT CUBIC FOOT <br />d PENNY (NAIL OR BAR DIA) <br />DBL DOUBLE <br />DEPT DEPARTMENT <br />DET DETAIL <br />DF DOUGLAS FIR/LARCH <br />DIA OR ø DIAMETER <br />DIAG DIAGONAL <br />DIAPH DIAPHRAGM <br />DIM DIMENSION <br />DN DOWN <br />DO DITTO (REPEAT) <br />DWG DRAWING <br />DWL DOWEL <br />EA EACH <br />EF EACH FACE <br />EJ EXPANSION JOINT <br />EL ELEVATION <br />ELEC ELECTRICAL <br />ELEV ELEVATOR <br />EMBED EMBEDMENT <br />EN EDGE NAIL <br />ENGR ENGINEER <br />EQ EQUAL OR EQUIVALENT <br />EQUIP EQUIPMENT <br />ES EACH SIDE <br />ETC ET CETERA <br />EW EACH WAY <br />EXIST or (E) EXISTING <br />EXT EXTERIOR <br />FDN FOUNDATION <br />FF FAR FACE <br />FF FINISHED FLOOR <br />FIN FINISH <br />FJ FLOOR JOIST <br />FL FLOOR LINE <br />FLG FLANGE <br />FLR FLOOR <br />FN FIELD NAIL <br />FOC FACE OF CONCRETE <br />FOM FACE OF MASONARY <br />FOS FACE OF STUD <br />FOW FACE OF WALL <br />FP FULL PENETRATION; FIRE PROOFING <br />FRMG FRAMING <br />FS FULL SIZE; FAR SIDE <br />FT FOOT; FEET <br />FTG FOOTING <br />GA GAUGE <br />GALV GALVANIZED <br />GB GRADE BEAM <br />GLB GLUED LAMINATED BEAM <br />GR GRADE <br />GRND GROUND <br />H or HORIZ HORIZONTAL <br />HDR HEADER <br />HGR HANGER <br />HOSP HOSPITAL <br />HP HIGH POINT <br />HS HIGH STRENGTH <br />HSH <br />HT HEIGHT <br />HR HARD ROCK <br />ID INSIDE DIAMETER <br />IF INSIDE FACE <br />I-JST I-JOIST <br />IN INCH <br />INCL INCLUDE <br />INFO INFORMATION <br />INSP INSPECTION <br />INT INTERIOR <br />JST JOIST <br />JT JOINT <br />K KIPS <br />KSI KIPS PER SQUARE INCH <br />LAB LABORATORY <br />LB(S) OR # POUND(S) <br />LF LINEAL FOOT <br />LIN LINEAL; LINEAR <br />LLBB LONG LEGS BACK-TO-BACK <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LP LOW POINT <br />LSL LONG SLOTTED HOLES <br />LT WT LIGHTWEIGHT <br />LVL LEVEL <br />MAS MASONRY <br />MATL MATERIAL <br />MAX MAXIMUM <br />MB MACHINE BOLT <br />MC MISCELLANEOUS CHANNEL SHAPE <br />MECH MECHANICAL <br />MFR MANUFACTURER <br />MIN MINIMUM; MINUTE <br />MISC MISCELLANEOUS <br />(N)NEW <br />N NORTH <br />NF NEAR FACE <br />NIC NOT IN CONTRACT <br />NORM NORMAL <br />NO or # NUMBER <br />NS NEAR SIDE <br />NTS NOT TO SCALE <br />OC ON CENTER <br />OD OUTSIDE DIAMETER <br />OF OUTSIDE FACE <br />OH OPPOSITE HAND <br />OPNG OPENING <br />OPP OPPOSITE <br />ORIG ORIGINAL <br />OSB ORIENTED STRAND BOARD <br />PARA OR // PARALLEL <br />PC PRECAST; PIECE <br />PERP PERPINDICULAR <br />PI PLYWOOD INDEX <br />PL PLATE <br />PROPERTY LINE <br />PLF POUNDS PER LINEAL FOOT <br />PLCS PLACES- <br />PLY PLYWOOD <br />PROP PROPERTY <br />PT POST TENSIONED <br />PW PLATE WASHER <br />PJP PARTIAL JOINT PENETRATION WELD <br />PREFAB PREFABRICATED <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PVC POLYVINYL CHLORIDE <br />PVMT PAVEMENT <br /># POUND; NUMBER <br />REF REFERENCE <br />REINF REINFORCE; REINFORCING <br />REQD REQUIRED <br />RF ROOF <br />Ø DIAMETER <br />SCHED SCHEDULE <br />SECT SECTION <br />SEP SEPERATION <br />SHT SHEET <br />SHTG SHEATHING <br />SIM SIMILAR <br />SLBB SHORT LEGS BACK-TO-BACK <br />SOG SLAB ON GRADE <br />SPCG SPACING <br />SPECS SPECIFICATIONS <br />SPCL SPECIAL <br />SQ SQUARE <br />SS SELECT STRUCTURAL <br />SSL SHORT SLOTTED HOLES <br />STAGG STAGGER <br />STD STANDARD <br />STIFF STIFFENERS <br />STIRR STIRRUP <br />STL STEEL <br />STRUCT STRUCTURAL <br />STRUCT I STRUCTURAL I <br />SW SHEAR WALL <br />SYM SYMMETRICAL <br />TB TIE BEAM <br />T & B TOP AND BOTTOM <br />T & G TONGUE & GROOVE <br />TOC TOP OF CURB; TOP OF CONCRETE <br />TOF TOP OF FOOTING <br />TEMP TEMPERATURE; TEMPORARY <br />THRU THROUGH <br />THK THICKNESS/THICK <br />THR THREADED <br />TOP or T TOP <br />TOS TOP OF STEEL/TOP OF SLAB <br />TOW TOP OF WALL <br />TSG TAPERED STEEL GIRDER <br />TYP TYPICAL <br />UBC UNIFORM BUILDING CODE <br />UNO UNLESS NOTED OTHERWISE <br />UT ULTRA-SONIC TEST <br />VERT VERTICAL <br />VSH VERTICAL SLOTTED HOLES <br />W/WITH <br />W/O WITHOUT <br />WD WOOD <br />WP WORK POINT; WATERPROOF <br />WT WEIGHT <br />WWF WELDED WIRE FABRIC <br />STRUCTURAL STEEL SHAPES <br />Wx W SHAPE <br />Cx AMERICAN STD CHANNEL SHAPE <br />MC MISC CHANNEL SHAPE <br />Lx ANGLE SHAPE <br />WT, ST, MT STRUCT TEE SHAPE <br />PIPE STANDARD PIPE SHAPE <br />PIPE-X EXTRA STRONG PIPE SHAPE <br />PIPE-XX DBL EXTRA STRONG PIPE SHAPE <br />HSS STRUCT TUBING SHAPE <br />ABBREVIATIONS <br />HORIZONTALLY SLOTTED HOLES <br />PL <br />SYMBOLS <br />SECTION REFERENCE BUBBLE <br />DETAIL REFERENCE BUBBLE WITH ARROW <br />DETAIL REFERENCE BUBBLE <br />FULL HEIGHT SECTION <br />INDICATOR <br />BUILDING SECTION INDICATOR <br />ELEVATION OF WALL OR FRAME <br />NORTH ARROW <br />SLOPE <br />EARTH LAYER <br />STEPPED SURFACE; FLOOR <br />DEPRESSION <br />SLOPED SURFACE <br />INDICATES SAND OR <br />GROUT <br />INDICATES GRAVEL <br />WELDED WIRE FABRIC <br />(WWF LAYER) <br />STEEL TUBE COLUMN <br />STEEL PIPE COLUMN <br />WIDE FLANGE STEEL COLUMN <br />MEMBER SPLICE <br />STEEL IN CROSS SECTION <br />DIRECTION OF SPAN <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />N <br />SHEET INDEX <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 />1 <br />9 <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 />rv <br />t <br />2308 <br />SHEET INDEX, <br />SYMBOLS AND <br />ABBREVIATIONS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S0.01 <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 />SHEET NO. SHEET NAME <br />S0.01 SHEET INDEX, SYMBOLS AND ABBREVIATIONS <br />S0.02 GENERAL NOTES <br />S0.03 GENERAL NOTES <br />S1.00 SITE PLAN <br />S1.01A FOUNDATION FRAMING PLAN - BUILDING A <br />S1.01B FOUNDATION FRAMING PLAN - BUILDING B <br />S1.02A ROOF FRAMING PLAN - BUILDING A <br />S1.02B LEVEL 2 CMD + STEEL FRAMING PLAN - BUILDING B <br />S1.03B LEVEL 2 WOOD FRAMING PLAN - BUILDING B <br />S1.04B ROOF FRAMING PLAN - BUILDING B <br />S2.01 BUILDING B ELEVATION <br />S5.01 TYPICAL CONCRETE DETAILS <br />S5.02 TYPICAL CONCRETE DETAILS <br />S5.03 TYPICAL CONCRETE DETAILS <br />S5.11 CONCRETE SHEAR WALL DETAILS <br />S6.01 TYPICAL WOOD DETAILS <br />S6.02 TYPICAL WOOD DETAILS <br />S6.03 TYPICAL WOOD DETAILS <br />S6.04 TYPICAL WOOD DETAILS <br />S6.05 WOOD SHEAR WALL DETAILS <br />S6.06 WOOD SHEAR WALL DETAILS <br />S6.10 WOODSTAIR DETAILS <br />S6.21 TJI DETAILS <br />S6.22 TJI-SHEAR WALL TRANSFER DETAILS <br />S6.30 ENLARGED ELEVATOR SECTIONS AND DETAILS <br />S7.01 TYPICAL STEEL DETAILS <br />S7.02 TYPICAL STEEL DETAILS <br />S7.11 TYPICAL METAL DECK DETAILS <br />S7.12 TYPICAL METAL DECK DETAILS <br />Total: 29 <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />3 <br />3 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025