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AWftVIATION5 <br />At <br />L <br />Angle <br />d <br />Penny (Nails) <br />ILL <br />Live Load <br />Diameter <br />LLH <br />Long Leg Horizontal <br />LLV <br />Long Leg Vertical <br />Aa <br />,anchor bolt <br />LONCIT. <br />Longitudinal <br />ADD'L <br />Additional <br />LT. NT. <br />Lightweight <br />ALT. <br />Alternate <br />APPROX. <br />Approximate <br />MATL, <br />Material <br />,ARCH, <br />Architect <br />MAX. <br />Maximum <br />MECH. <br />Mechanical <br />B.U. <br />Built-up <br />MFZZ <br />Mezzanine <br />B/ <br />Bottom of <br />MF <br />Moment Frame <br />BF <br />Braced Frame <br />MFR. <br />Manufacturer <br />BLKC. <br />Blocking <br />MIN. <br />Minimum <br />BLOC. <br />Building <br />MI56, <br />Miscellaneous <br />BM. <br />Beam <br />MK, <br />Mark <br />BOT. <br />Bottom <br />RG. <br />Bearing <br />N. <br />North <br />BTN. <br />Between <br />N.5. <br />Near Side <br />NIG <br />Not in Contract <br />Genterline <br />NO. <br />Number <br />C <br />Gamber <br />NOM. <br />Nominal <br />C TO C <br />(,enter to Center <br />NT5 <br />Not to Scale <br />GIP <br />Gast In Place <br />G.J. Construction <br />Joint or Control Joint <br />0.6. <br />On (,enter <br />CLG, <br />Ceiling <br />O.D. <br />Outside Diameter <br />GLR. <br />Clear <br />O.F, <br />Outside Face <br />CMU <br />Concrete Masonry Unit <br />O.H. <br />Opposite Hand <br />GNTR. <br />(,enter <br />OPNC. <br />Opening <br />GOL. <br />Column <br />OPP. <br />Opposite <br />CONC,. <br />Concrete <br />CONN. <br />Connections <br />PAF <br />Powder Actuated Fastener <br />6ON5T, <br />Construction <br />PG <br />Pre(ast <br />CONT, <br />Continuous <br />PERM. <br />Permanent <br />CJP <br />Complete Joint Penetration <br />PERP. <br />Perpendicular <br />C5K. <br />Countersink <br />PL or I <br />Plate <br />PLF <br />Pounds per linear root <br />DBA. <br />Deformed Bar Anchor <br />PLYVV <br />Plywood <br />05L. <br />Double <br />PJP <br />Partial Joint Penetration <br />DEC. <br />Degree <br />PREFAB, <br />Prefabricated <br />DET, <br />Detail <br />PROD, <br />Project <br />OF <br />Doug Fir -Larch <br />P5F <br />Pounds per Square Foot <br />DIA. <br />Diameter <br />P51 <br />Pounds per Square Inch <br />DIAL. <br />Diagonal <br />P.T. <br />Post -Tensioning <br />DIAPH. <br />Diaphragm <br />P/T <br />Pressure -Treated <br />DIM. <br />Dimension <br />DN, <br />Down <br />RAO. <br />Radius <br />DO <br />Ditto <br />REF. <br />Reference <br />D IG. <br />Drawing <br />REINF. <br />Reinforce or Reinforcement <br />REGO. <br />Required <br />() <br />Existing <br />REV. <br />Revise <br />Fast <br />R.O. <br />Rough Opening <br />EA. <br />Each <br />E,F. <br />Each Face <br />5. <br />South <br />EL. <br />Elevation <br />56H. or 56HED. Schedule <br />FLFV: <br />Elevator <br />SECT. <br />Section <br />EMBED. <br />Embedment Length <br />5HT. <br />Sheet <br />FNCR. <br />Engineer <br />SIM. <br />Similar <br />E.A. <br />Each Yiay <br />5OC <br />51ab On Grade <br />FXP, <br />Expansion <br />5PEG. <br />Specification <br />EXT. <br />Exterior <br />50. <br />Square <br />50. FT, <br />Square Feet <br />FOR <br />Foundation <br />50. IN. <br />Square Inch (inches) <br />FIN. <br />Finish <br />5TD. <br />Standard <br />FLR. <br />Floor <br />5TIFF. <br />Stiffener <br />FRP <br />Fiber Reinforced Polymer <br />5TL. <br />Steel <br />F.S. <br />For Side <br />5TR. <br />Structural <br />FT. <br />Foot or Feet <br />5U6. <br />Substitute <br />FTC, <br />Footing <br />SYM, <br />Symmetrical <br />CA, <br />Gauge <br />T/ <br />Top of <br />CALV. <br />Galvanized <br />T 15 <br />Top and Bottom <br />CL <br />Clue Laminated <br />T 4 6 <br />Tongue $ Groove <br />CRD. <br />Grade <br />THRU <br />Through <br />6V6 <br />Gypsum ball Board <br />TEMP. <br />Temporary <br />T.O.G. <br />Top of Concrete <br />HF <br />Hein Fir <br />T.0.5. <br />Top of Steel <br />HCR. <br />Hanger <br />T.O.Y4. <br />Top of Viall <br />HORN. <br />Horizontal <br />TRAN5. <br />Transverse <br />H55 <br />Hollow Structural Section <br />T5 <br />Tube Steel <br />Hi. <br />Height <br />TYP. <br />Typical <br />I.D. <br />Inside Diameter <br />UON or UNO <br />Unless Otherwise Noted <br />I,F. <br />Inside Face <br />IN. <br />Inch <br />VFRT. <br />Vertical <br />INFO. <br />Information <br />VIF <br />Verify in Field <br />INT. <br />Interior <br />Y1. <br />Test <br />JT. <br />Joint <br />A/ or w/ <br />pith <br />D <br />Mood <br />K5F <br />Kips per Square Foot <br />N.H.5. <br />Melded Headed Stud <br />K5I <br />Kips per Square Inch <br />NO <br />Nithout <br />P <br />fork Point <br />Ii.T.5. <br />Melded Threaded Stud <br />HNF <br />Vielded VNire Fabric <br />X 5FCT. <br />Crops Section <br />X®5TR <br />Extra Strong <br />0® <br />Cn <br />M <br />Ca <br />a)L_ <br />Z <br />o a) <br />M <br />U) <br />Z <br />w <br />Job Number: <br />i <br />