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DETAIL NUMBER <br />SHEET NUMBER <br />CALLOUT REFERENCE <br />SECTION REFERENCE <br />PLAN NORTH <br />ELEVATION REFERENCE <br />CLOUD AND REVISIONS <br />GRID SYSTEM <br />DETAIL REFERENCE <br />NORTH SYMBOL <br />_______ <br />S-1.1 <br />1 <br />_______ <br />SHEET <br />## <br />1 <br />A <br />1 <br />_______ <br />SHEET <br />## <br />_______ <br />SHEET <br />## <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STEREDP L <br />OFESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />PRINCIPAL CIVIL ENGINEER <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />RCE NO.: <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: <br />www.DigAlert.org <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />KPFF OC STRUCTURAL ENGINEER <br />DATE <br />DESIGNED: DRAWN: CHECKED: <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />STEVEN DILLON 05/13/2024 <br />Know what's below. <br />before you dig.Call <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />3 <br />0 <br />0 <br />5 <br />5 <br />3 <br />: <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />Z <br />O <br />O <br /> <br />T <br />IC <br />K <br />E <br />T <br /> <br />B <br />O <br />O <br />T <br />H <br />FA-07161 <br />S0.2 <br />SDGY <br />1801 E. CHESTNUT AVE, SANTA ANA, CA 92701 <br />SANTA ANA ZOO TICKET BOOTHMW/MV <br />ABREVIATIONS & SYMBOLS <br />ABBREVIATION LIST <br />& AND <br />@ AT <br />AB ANCHOR BOLT <br />ABV ABV <br />ADDL ADDITIONAL <br />ADJ ADJACENT <br />AESS ARCHITECTURALLY EXPOSED <br />STRUCTURAL STEEL <br />AFF ABOVE FINISHED FLOOR <br />AGGR AGGREGATE <br />ALT ALTERNATE <br />ALUM ALUMINUM <br />APPVD APPROVED <br />APROX APPROXIMATELY <br />ARCH ARCHITECTURAL; ARCHITECT <br />(B) BOTTOM <br />BD BOARD <br />BLDG BUILDING <br />BLK BLOCK <br />BLKG BLOCKING <br />BLW BELOW <br />BM BEAM <br />BN BOUNDARY NAIL <br />BOF BOTTOM OF FOOTING <br />BOT OR B/ BOTTOM OF <br />BRCG BRACING <br />BRG BEARING <br />BS BOUNDARY SCREW <br />BTW BETWEEN <br />CALCS CALCULATIONS <br />CANT CANTILEVER <br />CBC CALIFORNIA BUILDING CODE <br />CF CUBIC FOOT <br />CG CENTER OF GRAVITY <br />CIP CAST IN PLACE <br />CJ CONSTRUCTION JOINT; CONTROL JOINT <br />CJP COMPLETE JOINT PENETRATION <br />CL CENTER LINE <br />CLR CLEARANCE; CLEAR <br />CMU CONCRETE MASONRY UNIT <br />CO COMPANY <br />COL COLUMN <br />COMP COMPRESSION <br />CONC CONCRETE <br />CONN CONNECT; CONNECTION <br />CONST CONSTRUCTION <br />CONT CONTINUE; CONTINUOUS <br />CONTR CONTRACTOR <br />CTR CENTER <br />CTSK COUNTERSINK; COUNTERSUNK <br />d PENNY (NAILS) <br />db BAR DIAMETER <br />DBL DOUBLE <br />DCW DEMAND CRITICAL WELD <br />DEPT DEPARTMENT <br />DET DETAIL <br />DIA OR Ø DIAMETER <br />DIAG DIAGONAL <br />DIAPH DIAPHRAGM <br />DIM DIMENSION <br />DIR DIRECTION <br />DIST DISTANCE <br />DL DEAD LOAD <br />DN DOWN <br />DO DITTO <br />DWG DRAWING <br />DWL DOWEL <br />(E) OR EXIST EXISTING <br />e.g. FOR EXAMPLE <br />EA EACH <br />EF EACH FACE <br />EJ END JACK; EXPANSION JOINT <br />EL ELEVATION <br />ELEC ELECTRICAL <br />ELEV ELEVATION; ELEVATOR <br />EMB EMBED <br />EN END NAIL <br />ENGR ENGINEER <br />EOR ENGINEER OF RECORD <br />EOS EDGE OF SLAB <br />EQ EQUAL <br />EQUIP EQUIPMENT <br />EQUIV EQUIVALENT <br />ES EACH SIDE; EDGE SCREW <br />ETC ET CETERA <br />EW EACH WAY <br />EXT EXTERIOR <br />f'c CONCRETE COMPRESSION STRENGTH <br />f'm MASONRY COMPRESSION STRENGTH <br />F/ FACE OF <br />Fb ALLOWABLE BENDING STRESS <br />FD FLOOR DRAIN <br />FDN FOUNDATION <br />FF FINISH FLOOR <br />FIN FINISH <br />FLR FLOOR <br />FN FIELD NAIL <br />FP FIRE PROOF; FULL PENETRATION <br />FRMG FRAMING <br />FS FULL SIZE; FAR SIDE; FIELD SCREW <br />FT FOOT; FEET <br />FTG FOOTING <br />Fy YIELD STRENGTH <br />GA GAUGE <br />GALV GALVANIZED <br />GB GRADE BEAM <br />GC GENERAL CONTRACTOR <br />GEN GENERAL <br />GLB GLUE LAMINATED BEAM <br />ABBREVIATION LIST <br />GR GRADE <br />(H) HORIZONTAL <br />H OR HORIZ HORIZONTAL <br />HCAI DEPARTMENT OF HEALTHCARE ACCESS <br />AND INFORMATION <br />HD HOLDOWN <br />HDR HEADER <br />HGR HANGER <br />HI HIGH <br />HP HEAVY PILING <br />HR HARD ROCK <br />HS HIGH STRENGTH <br />HT HEIGHT <br />I MOMENT OF INERTIA <br />i.e. THAT IS <br />IBC INTERNATIONAL BUILDING CODE <br />ID INSIDE DIAMETER <br />IF INSIDE FACE <br />IN INCH <br />INCL INCLUDE; INCLUDING <br />INFO INFORMATION <br />INSP INSPECTION; INSPECTOR <br />INT INTERIOR <br />INTERM INTERMEDIATE <br />INV INVERT <br />JST JOIST <br />JT JOINT <br />k OR KIP 1,000 (e.g. POUNDS) <br />KO KNOCK OUT <br />KP KING POST <br />KSF KIPS PER SQUARE FOOT <br />KSI KIPS PER SQUARE INCH <br /># OR LBS POUNDS <br />(L) LONGITUDINAL <br />LAB LABORATORY <br />Ld DEVELOPMENT LENGTH <br />LDGR LEDGER <br />Ldh STANDARD HOOK DEVELOPMENT LENGTH <br />LF LINEAL FOOT <br />LG LONG <br />LIN LINEAL; LINEAR <br />LL LIVE LOAD <br />LLBB LONG LEGS BACK-TO-BACK <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LONGIT LONGITUDINAL <br />LP LOW POINT <br />Lst TENSION LAP SPLICE LENGTH <br />LTWT LIGHT WEIGHT <br />LVL LEVEL <br />MAS MASONRY <br />MAT MATERIAL <br />MAX MAXIMUM <br />MB MACHINE BOLT <br />MDF MEDIUM DENSITY FIBERBOARD <br />MECH MECHANICAL <br />MEZZ MEZZANINE <br />MFR MANUFACTURER <br />MID MIDDLE <br />MIN MINIMUM <br />MISC MISCELLANEOUS <br />MTL METAL <br /># OR NO NUMBER <br />(N) NEW <br />N NORTH <br />NF NEAR FACE <br />NIC NOT IN CONTRACT <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 />OSB ORIENTED STRAND BOARD <br />// PARALLEL <br />PC PRECAST <br />PCF POUNDS PER CUBIC FOOT <br />PCI POUNDS PER CUBIC INCH <br />PDF POWDER DRIVEN FASTENERS <br />PE POLYETHYLENE; PROFESSIONAL <br />ENGINEER <br />PI PLYWOOD INDEX <br />PJP PARTIAL JOINT PENETRATION <br />PL PLATE; PROPERTY LINE <br />PLCS PLACES <br />PLF POUNDS PER LINEAR FOOT <br />PREFAB PREFABRICATED <br />PRKG PARKING <br />PROJ PROJECT <br />PROP PROPERTY <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PTFE POLYTETRAFLOURETHYLENE (TEFLON) <br />PVC POLYVINYL CHLORIDE <br />PVMT PAVEMENT <br />┴ OR PERP PERPENDICULAR <br />R OR RAD RADIUS <br />RD ROOF DRAIN <br />REF REFERNECE <br />REG REGULAR <br />REINF REINFORCE; REINFORCING <br />REQ REQUIRED <br />ABBREVIATION LIST <br />RET RETAINING <br />REV REVISION <br />RF ROOF <br />RM ROOM <br />RO ROUGH OPENING <br />RR ROOF RAFTER <br />S ELASTIC SECTION MODULUS <br />SAD SEE ARCHITECTURAL DRAWINGS <br />SCHD SCHEDULE <br />SECT SECTION <br />SEL SELECT <br />SFRS SEISMIC FORCE RESISTING SYSTEM <br />SHT SHEET <br />SHTG SHEATHING <br />SIM SIMILAR <br />SJ SEISMIC JOINT, SIDE JACK <br />SLBB SHORT LEG BACK-TO-BACK <br />SMF SPECIAL MOMENT FRAME <br />SMS SHEET METAL SCREW <br />SOG SLAB ON GRADE <br />SPCG SPACING <br />SPCL SPECIAL <br />SPECS SPECIFICATIONS <br />SQ SQUARE <br />SS SELECT STRUCTURAL; STAINLESS STEEL <br />SSH SHORT SLOTTED HOLE <br />STAGG STAGGER <br />STD STANDARD <br />STIFF STIFFENER <br />STL STEEL <br />STRUCT STRUCTURAL <br />SW SHEAR WALL <br />SYM SYMMETRICAL <br />Σ SUM <br />(T) TOP <br />(T) TRANSVERSE <br />T TOP <br />T&B TOP & BOTTOM <br />T&G TONGUE AND GROOVE <br />T/ TOP OF <br />TB TIE BEAM <br />TEMP TEMPORARY; TEMPERATURE <br />THK THICK <br />THRU THROUGH <br />TL TOTAL LOAD <br />TN TOE NAIL <br />TOF TOP OF FOOTING <br />TOGB TOP OF GRADE BEAM <br />TOL TOP OF LEDGER <br />TOS TOP OF STEEL <br />TOSL TOP OF SLAB <br />TOW TOP OF WALL <br />TRANSV TRANSVERSE <br />TSP TAPERED STEEL GIRDER <br />TYP TYPICAL <br />UL UNDERWRITERS LABORATORY, INC <br />UNO UNLESS NOTED OTHERWISE <br />UT ULTRASONIC TESTING <br />(V) VERTICAL <br />V OR VERT VERTICAL <br />VIF VERIFY IN FIELD <br />W/ WITH <br />W/C WATER-CEMENT RATIO <br />W/O WITHOUT <br />WF WIDE FLANGE <br />WHT WEIGHT <br />WP WORK POINT <br />WWF WELDED WIRE FABRIC <br />STRUCTURAL STEEL SHAPES <br />C STANDARD CHANNEL <br />HP HP SHAPE <br />HSS HOLLOW STRUCTURAL STEEL <br />L ANGLES <br />M M SHAPES <br />MC MISC CHANLES <br />PIPE#-STD STANDARD PIPE <br />PIPE#-XSTRONG EXTRA STRONG PIPE <br />PIPE#-XXSTRONG DOUBLE EXTRA STRONG PIPE <br />S S SHAPE <br />TS TUBE STEEL <br />W W SHAPE <br />WT, ST, MT STRUCT TEES CUT FROM W, S, M SHAPES <br />INSTITUTIONS <br />ACI AMERICAN CONCRETE INSTITUTE <br />AISC AMERICAL INSTITUTE OF STEEL <br />CONSTRUCTION <br />AISI AMERICAN IRON AND STEEL INSTITUTE <br />AITC AMERICAN INSTITUTE OF TIMBER <br />CONSTRUCTION <br />ANSI AMERICAN NATIONAL STANDARDS <br />INSTITUTE <br />APA AMERICAN PLYWOOD ASSOCIATIONS <br />ASTM AMERICAN SOCIETY FOR TESTING AND <br />MATERIALS <br />AWPB AMERICAN WOOD PERSERVERS BUREAU <br />AWS AMERICAN WELDING SOCIETY <br />CRSI CONCRETE REINFORCING STEEL <br />INSTITUTE <br />ICBO INTERNATIONAL CONFERENCE OF <br />BUILDING OFFICIALS <br />ICC INTERNATIONAL CODE COUNCIL <br />ICC-ER ICC-ES LEGACY REPORT <br />ICC-ES ICC EVALUATION SERVICES <br />ICC-ESR ICC-ES REPORT <br />PCI PRECAST CONCRETE INSTITUTE <br />PTI POST-TENSION CONCRETE INSTITUTE <br />RCSC RESEARCH COUNCIL ON STRUCTURAL <br />CONNECTIONS <br />SJI STEEL JOIST INSTITUTE <br />TPI TRUSS PLATE INSTITUTE <br />SHEET 3 OF 7