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I <br />I <br />., <br />9 <br />A. B. <br />ANCHOR BOLT(S) <br />ABV. <br />ABOVE <br />ACCEL. <br />ACCELERATION <br />ACI <br />AMERICAN. CONCRETE INSTITUTE <br />ADDNL. <br />ADDITIONAL <br />ADJ. <br />ADJACENT <br />AESS <br />ARCHITECTURAL EXPOSED STRUCTURAL STEEL <br />A.F.F. <br />ABOVE FINISH FLOOR <br />AHU <br />AIR HANDLING UNIT <br />AISC <br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION <br />AISI <br />AMERICAN IRON AND STEEL INSTITUTE <br />ALT. <br />ALTERNATE <br />ALUM. <br />ALUMINUM <br />ANC. <br />ANCHOR <br />ANSI <br />AMERICAN NATIONAL STANDARDS INSTITUTE <br />APPROX. <br />APPROXIMATE OR APPROXIMATELY <br />A.R. <br />ANCHOR ROD(S) <br />ARCH. <br />ARCHITECT OR ARCHITECTURAL <br />ASCE <br />AMERICAN SOCIETY OF CIVIL ENGINEERS <br />ASD <br />ALLOWABLE STRENGTH DESIGN OR ALLOWABLE <br />STRESS DESIGN <br />ASTM <br />AMERICAN SOCIETY FOR TESTING MATERIALS <br />AT/FP <br />ANTITERRORISM.FORCE PROTECTION <br />AVG. <br />AVERAGE <br />AWS <br />AMERICAN WELDING SOCIETY <br />B. <br />BOTTOM <br />BAL. <br />BALANCE <br />BB <br />BOTTOM BAR(S) <br />BD <br />BOARD <br />BEJ <br />BRICK OR BLOCK EXPANSION JOINT <br />BEL. <br />BELOW <br />BETW. <br />BETWEEN <br />B.E.W. <br />BOTTOM EACH WAY <br />B.F. <br />BOTTOM FACE <br />BF <br />BRACED FRAME <br />BFB, B.F.B. <br />BOTTOM FLANGE BRACE <br />B.F.F. <br />BELOW FINISHED FLOOR <br />B.L. <br />BOTTOM LAYER <br />BL. <br />BRICK LEDGE OR BLOCK LEDGE <br />BLDG. <br />BUILDING <br />BM.(S) <br />BEAM(S) <br />B.O. <br />BOTTOM OF <br />B.O.F. <br />BOTTOM OF FOOTING <br />B.O.P. <br />BOTTOM.OF PIER OR PEDESTAL <br />B.O.S. <br />BOTTOM OF STEEL <br />BOT. <br />BOTTOM <br />BP <br />BASE PLATE <br />BPL <br />BEARING PLATE <br />BRCG. <br />BRACING <br />BRDG. <br />BRIDGING <br />BRG. <br />BEARING <br />BRK. <br />BRICK <br />B.S. <br />BOTH SIDES <br />BT. <br />BENT <br />BTM. <br />BOTTOM <br />B. TO B. <br />BACK TO BACK <br />BIB <br />BACK TO BACK <br />C <br />COMPRESSION <br />C# <br />COLUMN NUMBER <br />C.C. <br />CENTER TO CENTER <br />CANT. <br />CANTILEVER <br />CAT. <br />CATEGORY <br />CF <br />CONTRACTOR FURNISHED <br />CFMF <br />COLD FORMED METAL FRAMING <br />C! <br />CONTRACTOR;INSTALLED <br />CIP <br />CAST -IN -PLACE <br />C.J. <br />CONSTRUCTION JOINT OR CONTROL JOINT <br />CL. <br />CENTERLINE <br />CLR. <br />CLEAR <br />CMU <br />CONCRETE MASONRY UNIT <br />COEFF. <br />COEFFICIENT <br />COL. <br />COLUMN <br />COMP. <br />COMPOSITE OR COMPRESSION <br />CONC. <br />CONCRETE <br />CONN. <br />CONNECTION <br />CONSTR. <br />CONSTRUCTION <br />CONT. <br />CONTINUOUS <br />COORD. <br />COORDINATE <br />CTR. <br />CENTER <br />CU <br />CAPILLARY <br />CWB CAPILLARY WATER BARRIER <br />� 2 � 3 <br />STRUCTURAL ABBREVIATIONS AND SYMBOLS <br />CY CUBIC YARD GR. GRADE NDT <br />GRTG. GRATING N.F. <br />D <br />DEEP, DEPTH <br />N.I.C. <br />db <br />. DIAMETER OF BOLT <br />H <br />HIGH <br />NO. <br />D.B. <br />DECK BEARING <br />HD. ST. <br />HEADED STUD <br />NOM. <br />D.B.A., DBA <br />DEFORMED BAR ANCHOR <br />HK. <br />HOOK <br />N.R. <br />DBL. <br />DOUBLE <br />HORIZ. <br />HORIZONTAL <br />N.S. <br />DEFL. <br />DEFLECTION <br />DEG. <br />DEGREE(S) <br />DEM. <br />DEMOLISH <br />DET. <br />DETAIL <br />DIA: <br />DIAMETER <br />DIAG. <br />DIAGONAL <br />DIM. <br />DIMENSION(S) <br />DK. <br />DECK <br />D.L. <br />DEAD LOAD <br />DN <br />DOWN <br />DO <br />DITTO <br />DoD <br />DEPARTMENT OF DEFENSE <br />DP <br />DEEP OR DRILLED PIER <br />DRN. <br />DRAIN <br />D.S.J. <br />DOWELED SAW JOINT <br />D.T.I. <br />DIRECT TENSION INDICATOR <br />DWG.(S) <br />DRAWING(S) <br />DWL.(S) <br />DOWEL(S) <br />E <br />EAST <br />EA. <br />EACH <br />ECC <br />ECCENTRICITY <br />ED. <br />EDITION <br />E.E. <br />EACH END <br />E.F. <br />EACH FACE <br />EIFS <br />EXTERIOR INSULATED FINISH SYSTEM <br />E.J. <br />EXPANSION JOINT <br />EL. <br />ELEVATION <br />ELEC. <br />ELECTRICAL <br />EMBED. <br />EMBEDDED,EMBEDMENT <br />ENGR. <br />ENGINEER <br />ENT. <br />ENTRAINMENT <br />E.O.D. <br />EDGE OF DECK <br />EOS, E.O.S. <br />EDGE OF SLAB <br />EQ. <br />EQUAL <br />EQUIP. <br />EQUIPMENT <br />EQUIV. <br />EQUIVALENT <br />E.W. <br />EACH WAY <br />EXCAV. <br />EXCAVATE OR EXCAVATION <br />EXIST. <br />EXISTING <br />EXP. <br />EXPANSION <br />EXT. <br />EXTERIOR <br />F# <br />FOOTING NUMBER <br />Fb <br />ALLOWABLE BENDING STRESS <br />Fc <br />ALLOWABLE COMPRESSIVE STRESS <br />FD <br />FLOOR DRAIN <br />FDN. <br />FOUNDATION <br />FIG. <br />FIGURE <br />F TO F <br />FACE TO FACE <br />F/F <br />FACE TO FACE <br />F.F. <br />FINISHED FLOOR OR FAR FACE <br />FIN. <br />FINISHED) <br />FLEX. <br />FLEXIBLE <br />FLR. <br />FLOOR <br />FP <br />FIREPROOF OR FIREPROOFING <br />F.S. <br />FAR SIDE <br />FT. <br />FEET OR FOOT <br />FTG. <br />FOOTING <br />Fu <br />SPECIFIED MINIMUM TENSILE STRENGTH <br />FY <br />SPECIFIED MINIMUM YIELD STRENGTH <br />F'c <br />SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <br />F'cr <br />REQUIRED COMPRESSIVE STRENGTH OF CONCRETE <br />fg <br />MINIMUM SPECIFIED COMPRESSIVE STRENGTH <br />F'm <br />COMPRESSIVE STRENGTH OF MASONRY <br />GA. <br />GAGE OR GAUGE <br />GALV. <br />GALVANIZED <br />GB <br />GRADE BEAM <br />GB# <br />GRADE BEAM NUMBER <br />GC <br />GENERAL CONTRACTOR <br />GEN. <br />GENERAL <br />GEO <br />GEOTECHNICAL <br />GF <br />GOVERNMENT FURNISHED <br />GI <br />GOVERNMENT INSTALLED <br />GOVT <br />GOVERNMENT <br />NON-DESTRUCTIVE TESTING <br />NEAR FACE <br />NOT IN CONTRACT <br />NUMBER <br />NOMINAL <br />NOT REQUIRED <br />NEARSIDE <br />HP <br />HIGH POINT <br />H.S. <br />HIGH STRENGTH <br />N.T.S. <br />NOT TO SCALE <br />HSA <br />HEADED STUD ANCHOR(S) <br />N.W. <br />NORMAL WEIGHT <br />HT. <br />HEIGHT <br />NWC <br />NORMAL WEIGHT CONCRETE <br />I <br />MOMENT OF INERTIA <br />O.C. <br />ON CENTER <br />In <br />MOMENT OF INERTIA (NEGATIVE) <br />O.D. <br />OUTSIDE DIAMETER <br />Ip <br />MOMENT OF INERTIA (POSITIVE) <br />O.F. <br />OUTSIDE FACE <br />Ix <br />MOMENT OF INERTIA ABOUT X-AXIS <br />O.H. <br />OPPOSITE HAND OR OVERHEAD <br />IB <br />INTERMEDIATE BAR(S) <br />OPER. <br />OPERATING <br />IBC <br />INTERNATIONAL BUILDING CODE <br />OPNG. <br />OPENINGS) <br />I.D. <br />INSIDE DIAMETER <br />OPP <br />OPPOSITE <br />I.F. <br />INSIDE FACE <br />OZ. <br />OUNCE(S) <br />IN. <br />INCH(ES) <br />INCL. <br />INCLUDE(D)(ING) <br />PARA. <br />PARAGRAPH OR PARALLEL <br />INFO. <br />INFORMATION <br />PC <br />PILE CAP OR PIER CAP <br />INT. <br />INTERIOR OR INTERMEDIATE <br />P.C. <br />PRECAST CONCRETE <br />PCC <br />POINT OF COMPOUND CURVATURE <br />J.B. <br />JOIST BEARING <br />PCF <br />POUNDS PER CUBIC FOOT <br />JST. <br />JOISTS) <br />PCI <br />PRECAST/PRESTRESSED CONCRETE INSTITUTE <br />JT. <br />JOINT <br />PCY <br />POUNDS PER CUBIC YARD <br />PED. <br />PEDESTAL <br />K <br />KIP(S) (1000 POUNDS) <br />PERF. <br />PERFORATED <br />KCF <br />KIPS PER CUBIC FOOT <br />PERP. <br />PERPENDICULAR_ <br />Kg <br />KILOGRAM(S) <br />PL <br />PLATE <br />KLF. <br />KIPS PER LINEAL FOOT <br />PLF <br />POUNDS PER LINEAL FOOT <br />kN <br />KILONEWTON(S) <br />PLUMB. <br />PLUMBING <br />K.O. <br />KNOCK OUT <br />PLYWD. <br />PLYWOOD <br />kPa <br />KILOPASCAL(S) <br />PRC <br />POINT OF REVERSE CURVATURE <br />KSF <br />KIPS PER SQUARE FOOT <br />PREFAB. <br />PREFABRICATED <br />KSI <br />KIPS PER SQUARE INCH <br />PROJ. <br />PROJECT <br />PSF <br />POUNDS PER SQUARE FOOT <br />L <br />LENGTH, LONG <br />PSI <br />POUNDS PER SQUARE INCH <br />LB.(S) <br />POUND(S) <br />PT. <br />POINT <br />LIN. <br />LINEAR <br />PVC <br />POLYVINYL CHLORIDE <br />L.L. <br />LIVE LOAD <br />P/T <br />POST -TENSIONED <br />LLBB <br />LONG LEG BACK-TO-BACK <br />LLH <br />LONG LEG HORIZONTAL <br />QTY. <br />QUANTITY <br />LLV <br />LONG LEG VERTICAL <br />LONG. <br />LONGITUDINAL <br />R <br />RISER(S) <br />LP <br />LOW POINT <br />RAD. <br />RADIUS <br />LRFD <br />LOAD AND RESISTANCE FACTOR DESIGN <br />RAF <br />RAISED ACCESS FLOOR (ING) <br />LSH <br />LONG SIDE HORIZONTAL <br />RCSC <br />RESEARCH COUNCIL ON STRUCTURAL <br />LSV <br />LONG SIDE VERTICAL <br />CONNECTIONS <br />LT. <br />LIGHT <br />R.D. <br />ROOF DRAIN <br />L.W. <br />LIGHT -WEIGHT <br />REF. <br />REFER TO OR REFERENCE <br />LWC <br />LIGHT -WEIGHT CONCRETE <br />REINF. <br />REINFORCED, REINFORCING, OR REINFORCEMENT <br />REQ'D. <br />REQUIRED <br />M <br />METER(S) <br />REQ'MT <br />REQUIREMENTS) <br />MANUF. <br />MANUFACTURER(S) <br />REV. <br />REVISION <br />MAS <br />MASONRY <br />RND. <br />ROUND <br />MATL. <br />MATERIAL <br />RTU <br />ROOF TOP UNIT <br />MAX. <br />MAXIMUM <br />MBM <br />METAL BUILDING SYSTEMS MANUFACTURER <br />S <br />SOUTH OR SECTION MODULUS <br />MBR. <br />MEMBER <br />S.C. <br />SHEAR CONNECTOR <br />MBS <br />METAL BUILDING SYSTEM <br />SCHED. <br />SCHEDULE <br />M.C. <br />MOMENT CONNECTION(S) <br />SDI <br />STEEL DECK INSTITUTE <br />MCJ <br />MASONRY CONTROL JOINT <br />SDL <br />SUPERIMPOSED DEAD LOAD <br />MECH. <br />MECHANICAL <br />SECT. <br />SECTION <br />MEP <br />MECHANICAL, ELECTRICAL, PLUMBING, <br />SEOR <br />STRUCTURAL ENGINEER OF RECORD. <br />FIRE PROTECTION <br />SF <br />SQUARE FOOT (FEET) <br />MEZZ. <br />MEZZANINE <br />SIM. <br />SIMILAR <br />MID. <br />MIDDLE <br />SIOR <br />SPECIAL INSPECTOR OF RECORD <br />MIN. <br />MINIMUM <br />S.J. <br />SAWED JOINT <br />MISC. <br />MISCELLANEOUS <br />SJI <br />STEEL JOIST INSTITUTE <br />MK <br />MARK <br />SLBB <br />SHORT LEG BACK-TO-BACK <br />ML <br />MASONRY LEDGE <br />SLH <br />SHORT LEG HORIZONTAL <br />mm <br />MILLIMETERS <br />SLV <br />SHORT LEG VERTICAL <br />M.O. <br />MASONRY OPENING <br />Sn <br />SECTION MODULUS (POSITIVE) <br />MPH <br />MILES PER HOUR <br />S.O.G. <br />SLAB -ON -GRADE <br />MTL <br />METAL <br />Sp <br />SECTION MODULUS (POSITIVE) <br />MPa <br />MEGAPASCAL <br />SP. <br />SPACE(S), SPACING <br />SPEC. <br />SPECIFICATION(S) <br />N <br />NORTH OR NEWTON <br />SQ. <br />SQUARE <br />N.A. <br />NOT APPLICABLE <br />SS <br />STAINLESS STEEL <br />STD. <br />STANDARD <br />I. <br />STGR. STRINGER <br />STIFF. STIFFENER <br />STL. <br />STEEL <br />STRUCT. <br />STRUCTURAL OR STRUCTURE <br />SUBSTR. <br />SUBSTRUCTURE, <br />SUSP. <br />SUSPEND (ED) <br />Sx <br />SECTION MODULUS ABOUT X-AXIS <br />SYM. <br />SYMMETRICAL <br />SYS. <br />SYSTEM <br />T <br />TENSION, TOP, TORSION OR TREAD(S) <br />TB <br />TIE BEAM OR TOP BAR(S) <br />TBD <br />TO BE DETERMINED <br />TEMP. <br />TEMPERATURE, TEMPORARY <br />TENS. <br />TENSION <br />T.F. <br />TOP FACE <br />THD. <br />THREAD OR THREADED <br />THK. <br />THICK. <br />T.L. <br />TOP LAYER OR TOTAL LOAD <br />T.O. <br />TOP OF <br />T.O.C. <br />TOP OF CONCRETE <br />T.O.F. <br />TOP OF FOOTING <br />T.O.G. <br />TOP OF GRATING <br />T.O.G.B. <br />TOP OF GRADE BEAM <br />T.Q.M. <br />TOP OF MASONRY <br />T.O.P. <br />TOP OF PIER, PEDESTAL, OR PARAPET <br />T.O.S. <br />TOP OF STEEL <br />T.O.W. <br />TOP OF WALL <br />TRANS. <br />TRANSVERSE <br />TYP. <br />TYPICAL <br />T&B <br />TOP & BOTTOM <br />UFC <br />UNIFIED FACILITIES CRITERIA (DoD) <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />UNREINF. <br />UNREINFORCED <br />USACE <br />UNITED STATES ARMY CORPS OF ENGINEERS <br />U.O.N. <br />UNLESS OTHERWISE NOTED <br />VAR: <br />VARIES OR VARIABLE <br />VERT. <br />VERTICAL <br />V.I.F. <br />VERIFY IN FIELD <br />VOL. <br />VOLUME, <br />V.R. <br />VAPOR RETARDER SYSTEM <br />VS <br />VERSUS <br />VSC <br />VERTICAL SLIP CLIP <br />VST <br />VERTICAL SLIP TRACK <br />W <br />WEST, WIDTH, OR WIDE <br />W:C. <br />WEB CONNECTION <br />WD. <br />WOOD <br />WF <br />WIDE FLANGE <br />WP <br />WORKING POINT <br />W.P.J. <br />WEAKENED PLANE JOINT <br />W.S. <br />WATERSTOP <br />WSFC <br />WEB SHEAR FRAMING CONNECTION <br />WE <br />WEIGHT <br />WWF <br />WELDED WRE FABRIC <br />W/ <br />WITH <br />W/C <br />WATER / CEMENT <br />W/0 <br />WITHOUT <br />X <br />BY <br />YD. YARD <br />I <br />@ AT <br />0 DIAMETER <br /># NUMBER <br />% PERCENT <br />PLUS OR MINUS <br />MOMENT CONNECTION <br />BOLTED END PLATE MOMENT CONNECTION <br />5 <br />NOTE: <br />ABBREVIATIONS SHOWN ARE GENERAL STRUCTURAL <br />ABBREVIATIONS USED DURING THE PREPARATION OF <br />CONSTRUCTION DOCUMENTS. NOT ALL <br />ABBREVIATIONS ARE USED WITHIN THESE <br />DOCUMENTS <br />. Aio' <br />a Na" many <br />ENGINEERING 031348 <br />�•C ,°''GENE, <br />*; No. so" <br />Q s <br />T�•s, STATE OF <br />STUART T. INEBB <br />STRUCTURAL ENGINEER <br />0 <br />rn <br />0 <br />0 <br />T <br />0 <br />z <br />O <br />F= <br />U <br />0) <br />Oo <br />O <br />LL <br />LLI <br />cr) <br />o� <br />0 <br />0 <br />�o <br />U�`n <br />LU <br />Q <br />N <br />� <br />�o <br />co <br />co O =� <br />m <br />W <br />H <br />'� <br />�m <br />yQ <br />ON <br />ccn <br />5. <br />J <br />F- <br />N <br />w <br />z <br />0 <br />z <br />o <br />Vz/ <br />O <br />m <br />o <br />Q <br />w <br />zF- <br />z <br />Im <br />0 a. <br />D <br />F-- <br />o <br />o <br />� <br />co <br />w <br />m <br />U <br />g. <br />z <br />z <br />� <br />cn <br />w <br />5 <br />m <br />O <br />w <br />a <br />SHEET <br />IDENTIFICATION <br />S-004 <br />