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ml <br />0 <br />N <br />ml <br />10 <br />N <br />PIP <br />ul <br />AND <br />AT <br />AB <br />ANCHOR BOLT <br />ACI <br />AMERICAN CONCRETE INSTITUTE <br />ADDL <br />ADDITIONAL <br />ADJ <br />ADJACENT, ADJUSTABLE <br />AISC <br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION <br />AISI <br />AMERICAN IRON AND STEEL INSTITUTE <br />ALT <br />ALTERNATE <br />ANCH <br />ANCHOR <br />APA <br />AMERICAN PLYWOOD ASSOCIATION <br />APPROX <br />APPROXIMATE <br />AR <br />ANCHOR ROD <br />ARCH <br />ARCHITECT, ARCHITECTURAL <br />ASCE <br />AMERICAN SOCIETY OF CIVIL ENGINEERS <br />ASTM <br />AMERICAN SOCIETY FOR TESTING AND MATERIALS <br />AWS <br />AMERICAN WELDING SOCIETY <br />B/ <br />BOTTOM OF <br />BAL <br />BALANCE <br />BC <br />BOTTOM CHORD <br />BF <br />BRACED FRAME <br />BLDG <br />BUILDING <br />BLKG <br />BLOCKING <br />BM <br />BEAM <br />BOF <br />BOTTOM OF FOOTING <br />BOT <br />BOTTOM <br />BP, B PL <br />BASE PLATE <br />BRIG <br />BEARING <br />BTWN <br />BETWEEN <br />BU <br />BUILT-UP <br />C <br />CAMBER, CHANNEL <br />CA <br />CONCRETE (EXPANSION) ANCHOR <br />CANTIL <br />CANTILEVER <br />CAP <br />CAPACITY <br />CC <br />CENTER -TO -CENTER <br />CDF <br />CONTROL DENSITY FILL <br />FRP <br />FIBER - REINFORCED POLYMER <br />CG <br />CENTER OF GRAVITY <br />CIP <br />CAST -IN -PLACE <br />CJ <br />CONTROL JOINT, CONSTRUCTION JOINT <br />CJP, CP <br />COMPLETE JOINT PENETRATION <br />CL <br />CENTERLINE <br />CLR <br />CLEAR <br />CMU <br />CONCRETE MASONRY UNIT <br />COL <br />COLUMN <br />CONIC <br />CONCRETE <br />CONN <br />CONNECTION <br />CONST <br />CONSTRUCTION <br />CONT <br />CONTINUE, CONTINUOUS <br />CONTR <br />CONTRACTOR <br />CHORD <br />COORDINATE <br />CRSI <br />CONCRETE REINFORCED STEEL INSTITUTE <br />CTR <br />CENTER,CENTERED <br />CU YD <br />CUBIC YARD <br />d <br />PENNYWEIGHT (NAILS) <br />DB <br />DIVIDER BEAM, DROPPED BEAM <br />D-B <br />DESIGN -BUILD <br />DBA <br />DEFORMED BAR ANCHOR <br />DBL <br />DOUBLE <br />DEG,- <br />DEGREE <br />DEMO <br />DEMOLISH, DEMOLITION <br />DET <br />DETAIL <br />DIA <br />DIAMETER <br />DIAL <br />DIAGONAL <br />DIAPH <br />DIAPHRAGM <br />DICA <br />DRILLED -IN CONCRETE ANCHOR <br />DIM <br />DIMENSION <br />DL <br />DEAD LOAD <br />DN <br />DOWN <br />DO <br />DITTO <br />DP <br />DEEP <br />DS <br />DRAG STRUT <br />DWG <br />DRAWING <br />DWL <br />DOWEL <br />(E), EXIST <br />EXISTING <br />EA <br />EACH, EPDXY (ADHESIVE) ANCHOR <br />EE <br />EACH END <br />EF <br />EACH FACE <br />EJ <br />EXPANSION JOINT <br />EL <br />ELEVATION <br />ELEC <br />ELECTRICAL <br />ELEV <br />ELEVATOR <br />ABBREVIATIONS <br />EMBED <br />EMBEDMENT <br />ENGR <br />ENGINEER <br />EQ <br />EARTHQUAKE, EQUAL <br />EQUIP <br />EQUIPMENT <br />ES <br />EACH SIDE <br />ETC <br />ET CETERA <br />E-W <br />EAST -WEST <br />EW <br />EACH WAY <br />EP <br />EXPANSION <br />EXT <br />EXTERIOR <br />EXT GR <br />EXTERIOR GRADE <br />FD <br />FLOOR DRAIN <br />FDN <br />FOUNDATION <br />FEMA <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br />FF <br />FAR FACE, FINISH FLOOR <br />FIN <br />FINISH <br />FLR <br />FLOOR <br />FLG <br />FLANGE <br />FRP <br />FIBER m REINFORCED POLYMER <br />FS <br />FAR SIDE <br />FT, <br />FEET <br />FTG <br />FOOTING <br />GA <br />GAGE, GAUGE <br />GALV <br />GALVANIZED <br />GB, GR BM <br />GRADE BEAM <br />GEN <br />GENERAL <br />GFRP <br />GLASS FIBER ® REINFORCED POLYMER <br />GL, GLU LAM <br />GLUE LAMINATED WOOD <br />GLB <br />GLUE LAMINATED BEAM <br />GR <br />GRADE <br />GRND <br />GROUND <br />GRD <br />GIRDER <br />HDR <br />HEADER <br />HGR <br />HANGER <br />HK <br />HOOK <br />HLDN <br />HOLD DOWN <br />HORIZ <br />HORIZONTAL <br />HPT <br />HIGH POINT <br />HSB <br />HIGH STRENGTH BOLT <br />HSS <br />HOLLOW STRUCTURAL SECTION <br />HT <br />HEIGHT <br />IBC INTERNATIONAL BUILDING CODE <br />ID INSIDE 'DIAMETER <br />CONCRETE SYMBOLS <br />CONCRETE WALL ® IN SECTION <br />IF <br />INSIDE FACE <br />IN, '° <br />INCH <br />INCL <br />INCLUDE <br />INFO <br />INFORMATION <br />INT <br />INTERIOR <br />IJ <br />ISOLATION JOINT <br />JST <br />JOIST <br />JT <br />JOINT <br />K <br />KIP (1,000 LB) <br />KSF <br />KIPS PER SQUARE FOOT <br />KSI <br />KIPS PER SQUARE INCH <br />L <br />LENGTH, ANGLE <br />LB, # <br />POUND <br />LEV <br />LEVEL <br />LF <br />LINEAL FOOT <br />LL <br />LIVE LOAD <br />LLBB <br />LONG LEGS BACK TO BACK <br />LLH <br />LONG LEG HORIZONTAL <br />LLV <br />LONG LEG VERTICAL <br />LOC <br />LOCATION, LOCATE <br />LONGIT <br />LONGITUDINAL <br />LPT <br />LOW POINT <br />LSH <br />LONG SLOTTED HOLE <br />MATL <br />MATERIAL <br />MAX <br />MAXIMUM <br />MB <br />MACHINE BOLT <br />MECH <br />MECHANICAL <br />MF <br />MOMENT FRAME <br />MFR <br />MANUFACTURER <br />MIN <br />MINIMUM <br />MISC <br />MISCELLANEOUS <br />MPH <br />MILES PER HOUR <br />MTL <br />METAL <br />NF <br />NEAR FACE <br />NIC <br />NOT IN CONTRACT <br />NLG <br />NAILING <br />NOM <br />NOMINAL <br />NO,# <br />NUMBER <br />N-S <br />NORTH -SOUTH <br />NS <br />NEAR SIDE <br />NTS <br />NOT TO SCALE <br />STEEL SYMBOLS <br />STEEL COLUMN ® IN SECTION <br />GRID LINE _ _ _ _ <br />®_ CONCRETE WALL I BEAM BELOW L J STEEL COLUMN BELOW <br />SOIL <br />Lj CONCRETE COLUMN m IN SECTION <br />OC <br />ON CENTER <br />OD <br />OUTSIDE DIAMETER <br />OF <br />OUTSIDE FACE <br />OPNG <br />OPENING <br />OPP <br />OPPOSITE <br />OSH <br />OVERSIZED HOLE <br />OWJ <br />OPEN WEB JOIST <br />PA <br />POWDER ACTUATED <br />PCC <br />PRECAST CONCRETE <br />PCF <br />POUNDS PER CUBIC FOOT <br />PEN <br />PENETRATION <br />PERP <br />PERPENDICULAR <br />PL <br />PLATE, PROPERTY LINE <br />PLCS <br />PLACES <br />PLF <br />POUNDS PER LINEAR FOOT <br />PLWD <br />PLYWOOD <br />PNL <br />PANEL <br />Pip, PP <br />PARTIAL JOINT PENETRATION <br />PRCST <br />PRECAST <br />PREFAB <br />PREFABRICATED <br />PS <br />PRESTRESSED CONCRETE <br />PSF <br />POUNDS PER SQUARE FOOT <br />PSI <br />POUNDS PER SQUARE INCH <br />PT <br />POINT, PRESSURE TREATED <br />P-T <br />POST -TENSIONED <br />PVC <br />POLYVINYL CHLORIDE <br />R, RAD <br />RADIUS <br />RD <br />ROOF DRAIN <br />REBAR <br />REINFORCING STEEL BARS <br />REF <br />REFERENCE <br />REINF <br />REINFORCING <br />REM <br />REMAINDER <br />READ <br />REQUIRED <br />RTN <br />RETURN <br />SCHED <br />SCHEDULE <br />SECT <br />SECTION <br />SHT <br />SHEET <br />SHTHG <br />SHEATHING <br />SIM <br />SIMILAR <br />SJI <br />STEEL JOIST INSTITUTE <br />SOG <br />SLAB ON GRADE <br />SPC <br />SPACE, SPACED, SPACING <br />SPEC <br />SPECIFICATION <br />SQ <br />SQUARE <br />SST <br />STAINLESS STEEL <br />SSH <br />SHORT SLOTTED HOLE <br />STAG <br />STAGGER, STAGGERED <br />STD <br />STANDARD <br />STIF <br />STIFFENER <br />STIR <br />STIRRUP <br />STL <br />STEEL <br />STRUCT <br />STRUCTURAL <br />SPRT <br />SUPPORT <br />SYMM <br />SYMMETRICAL, SYMMETRY <br />SW <br />SHEAR WALL <br />T/ <br />TOP OF <br />T&B <br />TOP AND BOTTOM <br />T&G <br />TONGUE AND GROOVE <br />TC <br />TOP CHORD <br />TEMP <br />TEMPERATURE <br />THK <br />THICK, THICKNESS <br />THRU <br />THROUGH <br />TOC <br />TOP OF CONCRETE <br />TOF <br />TOP OF FOOTING <br />TOS <br />TOP OF STEEL <br />TOW <br />TOP OF WALL <br />TR <br />THREADED ROD <br />TRANS <br />TRANSVERSE <br />TYP <br />TYPICAL <br />TWS <br />THREADED WELDED STUD <br />UBC <br />UNIFORM BUILDING CODE <br />UNO <br />UNLESS NOTED OTHERWISE <br />W <br />WIDTH, WIDE FLANGE <br />W/ <br />WITH <br />WD <br />WOOD <br />WHS <br />WELDED HEADED STUD <br />W/O <br />WITHOUT <br />WP <br />WORK POINT <br />WT <br />WEIGHT <br />WWF <br />WELDED WIRE FABRIC <br />SHEET NUMBER WHERE <br />DETAIL IS SHOWN <br />DETAIL <br />ENGINEER'S SEAL <br />EVERPARK <br />I <br />REPAIRS <br />EVERETT, WA <br />REVISIONS <br />NO. DATE DESCRIPTION <br />3/12/19 PERMIT RESUBMITTAL <br />4/2/19 PERMIT" RESUBMITTAL <br />PROJECT PRINCIPLE: <br />PNC <br />PROJECT MANAGER: <br />PNC <br />DESIGNED: <br />SSS <br />DRAWN: <br />EPP <br />CHECKED: <br />PNC <br />DATE: <br />03/12/2019 <br />PROJECT NUMBER: <br />262018.055 <br />SHEET TITLE <br />ABBREVIATIONS <br />SYMBOLS <br />c <br />Ilm <br />1 <br />r <br />IEVERIET­ <br />SHEET NUMBER <br />S0s2 <br />