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STRUCTURAL ABBREVATIONS <br />A.B.ANCHOR BOLT <br />ABV.ABOVE <br />ADD'L ADDITIONAL <br />ADJ.ADJACENT <br />ALUM.ALUMINUM <br />ALT.ALTERNATE <br />APPRX.APPROXIMATE(LY) <br />ARCH.ARCHITECT(TURAL) <br />&AND <br />@ AT <br />BEL.BELOW <br />B.F.BRACED FRAME <br />BLDG.BUILDING <br />BLK.BLOCK <br />BLKG.BLOCKING <br />BM.BEAM <br />B.N. BOUNDARY NAILING <br />BNDRY.BOUNDARY <br />B.O.F.BOTTOM OF FOOTING <br />BRDG.BRIDGE(ING) <br />BRG.BEARING <br />BTM.BOTTOM <br />BTWN.BETWEEN <br />CAMB.(C)CAMBER(ED) <br />CANT.CANTILEVERED <br />C.F.CUBIC FEET(FOOT) <br />C.G.CENTER OF GRAVITY <br />C.I.P.CAST IN PLACE <br />C.J.CONSTRUCTION JOINT <br />CL.CENTER LINE <br />CLG.CEILING <br />CLR.CLEAR <br />CMU.CONC. MASONRY UNIT <br />COL.COLUMN <br />CONC.CONCRETE <br />CONN.CONNECTION <br />CONST.CONSTRUCTION <br />CONT.CONTINUOUS <br />CTSK.COUNTERSINK <br />CTR.CENTER(ED) <br />C.Y.CUBIC YARD <br />d PENNY(NAILS) <br />DBL.DOUBLE <br />DEPT.DEPARTMENT <br />D.F.DOUGLAS FIR <br />DIA. ()DIAMETER <br />DIAG.DIAGONAL <br />DIAPH.DIAPHRAGM <br />DIM.DIMENSION <br />DN.DOWN <br />do DITTO(REPEAT) <br />DP (D)DEEP (DEPTH) <br />DWG.DRAWING(S) <br />DWL.DOWEL(S) <br />EA.EACH <br />E.F.EACH FACE <br />E.J.EXPANSION JOINT <br />EL.ELEVATION <br />ELEC.ELECTICAL <br />ELEV.ELEVATOR <br />EMBD.EMBED(MENT) <br />E.N.EDGE NAIL/SCREWS <br />ENG.ENGINEER <br />ES.EDGE SCREWS <br />EQ.EQUAL <br />EQPT.EQUIPMENT <br />EXP.EXPANSION <br />EXST.(E)EXISTING <br />EXT.EXTERIOR <br />FAB.FABRICATION <br />FND.FOUNDATION <br />FIN.FINISH(ED) <br />FLG.FLANGE <br />FLR.FLOOR <br />F.N.FIELD(FACE)NAIL <br />F.O.C.FACE OF CONCRETE <br />F.O.M.FACE OF MASONRY <br />F.O.S.FACE OF STUD <br />F.O.W.FACE OF WALL <br />FRM.FRAME(ING) <br />F.S.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 />GRD.GRADE <br />GYPDB.GYPSUM WALLBOARD <br />HD HOLD DOWN <br />HDR.HEADER <br />HGR.HANGER <br />HORZ.(H)HORIZONTAL <br />HSB HIGH STRENGTH <br />HT.HEIGHT <br />I.D.INSIDE DIAMETER <br />I.E. INVERT ELEVATION <br />I.F.INSIDE FACE <br />IN.()INCH(S) <br />INT.INTERIOR <br />JST.JOIST <br />JT.JOINT <br />K KIPS () <br />LAT.LATERAL <br />LB(#)POUNDS <br />L.B.LAG BOLTS <br />LDGR LEDGER <br />L.F.LINEAL FEET(FOOT) <br />LG.LONG(ITUDINAL) <br />LGTH LENGTH <br />LLH LONG LEG HORIZ. <br />LLV LONG LEG VERT. <br />LT.WT.LIGTH WEIGHT <br />MAS.MASONRY <br />MAT'L.MATERIAL <br />MAX.MAXIMUM <br />M.B.MACHINE BOLT <br />MECH.MECHANICAL <br />MEZZ.MEZZANINE <br />MFR.MANUFACTURER <br />MISC.MISCELLANEOUS <br />MIN.MINIMUM <br />MLB MINI-LAM-BM. <br />MTL.METAL <br />(N)NEW <br />NO. (#)NUMBER <br />N.S.NEAR SIDE <br />N.S.G.NON-SHRINK GROUT <br />N.T.S.NOT TO SCALE <br />O.C.ON CENTER <br />O.D.OUTSIDE DIAMETER <br />O.D.OUTSIDE DIAMETER <br />O.F.OUTSIDE FACE <br />O.H. OPPOSITE HAND <br />OPNG.OPENING <br />ORNT. ORIENTATE(ION) <br />OWJ.OPEN WEB JOISTS <br />PAR. (//)PARALLEL <br />P/C PRECAST CONCRETE <br />PERP. (┴)PERPENDICULAR <br />PL.(PL)PLATE <br />PLAM PURLAM BEAM <br />PLY.PLYWOOD <br />P.S.F.POUNDS PER SQUARE FOOT <br />P.S.I.POUNDS PER SQUARE INCH <br />P.T.PRESSURE TREATED <br />P/T POSTTENSIONED <br />(PRESTRESSED) <br />QTY.QUANTITY <br />RAD.(R)RADIUS <br />R.C.P.REINFORCED CONCRETE PIPE <br />REF.REFERENCE <br />REINF.REINFORCEMENT(ING) <br />REQ'D.REQUIRED <br />R.F.RIGID FRAME <br />R.O.ROUGH OPENING <br />R.B.RIDGE BOARD <br />SCHED.SCHEDULE <br />SHT.SHEET <br />SHTG.SHEATHING <br />SIM.SIMILAR <br />SKW.SKEW(ED) <br />SPC.SPACE(S)(ING) <br />SPEC.SPECIFICATION(S) <br />SQ.SQUARE <br />SS SELECT STRUCTURAL <br />STD.STANDARD <br />STGR.STAGGER(ED) <br />STIFF.STIFFENER(S) <br />STIR.STIRRUP(S) <br />STL.STEEL <br />STRUC.STRUCTURAL <br />SUSP.SUSPENDED(TION) <br />SYMM.SYMMETRICAL <br />(T)TOP <br />T & B TOP AND BOTTON <br />TEMP.TEMPERATURE <br />T & G TONGUE AND GROOVE <br />THK.THICK(NESS) <br />THRD.THREADED <br />TMPRY.TEMPORARY <br />T.N.TOE NAIL <br />T.O.S.TOP OF SHEATHING <br />T.O.W.TOP OF WALL <br />TRANSV.TRANSVERSE <br />T.S.TOP OF STEEL <br />TYP.TYPICAL <br />UBC UNIFORM BUILDING CODE <br />U.O.N.UNLESS OTHERWISE NOTED <br />VERT.VERTICAL <br />VIF VERIFY IN FIELD <br />(W)WIDE(WIDTH) <br />/WITH <br />WD.WOOD <br />W.P.WORK POINT <br />WPJ WEAKENED PLANE JOINT <br />W.S.WELDED STUD(S) <br />WT WEIGHT <br />WWF WELDED WIRE FABRIC <br />X-STG EXTRA STRONG <br />XX-STG DOUBLE EXTRA STRONG <br />YD YARD <br />1704 <br />DRAWINGS <br />DEPARTMENT. <br />THE <br />AND <br />BY <br />IN <br />THE <br />INSPECTIONS <br />SUBSTITUTE <br />IS <br />IS <br />THE <br />TO <br />OR <br />WORK <br />REQUIRED <br />SOIL <br />ALL <br />BEFORE <br />CAST-IN-PLACE <br />BEAMS <br />WALLS <br />ON <br />AND <br />CONCRETE <br />CORES. <br />VERIFY PLACEMENT AND COMPRESSIVE STRENGTH OF CONCRETE IN TILT-UP PANELS <br />STRUCTURAL <br />CONCRETE <br />CONCRETE <br />INSULATING <br />NOT <br />CONCRETE <br />SPECIAL <br />EPOXIED <br />SLEEVE <br />AND <br />(WHERE <br />OF <br />IS <br />IS <br />IS <br />CONCRETE <br />APPROVED <br />STEEL <br />CHECK <br />CONTINUOUS <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />STRUCTURAL <br />NOTES <br />S1.1 <br />816 N Towner St #2 <br />9/23/2024