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3 <br />G <br />At <br />L <br />Angle <br />d <br />Penny (Nails) <br />LIN. <br />Linear <br />Diameter <br />LL <br />Live Load <br />LLH <br />Long Leg Horizontal <br />A.B. <br />Anchor bolt <br />LLV <br />Long Leg Vertical <br />ADD. <br />Addendum <br />LON61T. <br />Longitudinal <br />ADD'L <br />Additional <br />LT. WT, <br />Lightweight <br />ALT. <br />Alternate <br />APPROX. <br />Approximate <br />ARCH. <br />Architect <br />B.U. <br />Built-up <br />B/ <br />Bottom of <br />BF <br />Braced Frame <br />LK. <br />Block <br />BLK6. <br />Blocking <br />LOG. <br />wilding <br />5M. <br />Beam <br />BRG. <br />Bearing <br />BTWN. <br />Between <br />Genter l ine <br />C <br />Camber <br />C TO C <br />Center to Genter <br />GIP <br />Cast In dace <br />G.J. <br />Construction Joint or Gontrol Joint <br />CLG. <br />Ceiling <br />CLR. <br />Clear <br />GMU <br />Concrete Masonry Unit <br />CNTR. <br />Center <br />GOL. <br />Column <br />GONG. <br />Concrete <br />CONN. <br />Connections <br />GON5 T . <br />Construction <br />CONT. <br />Continuous <br />CON`iR, <br />Contractor <br />COORD. <br />Goordinate <br />GJP <br />Gomplete Joint Penetration <br />65K. <br />Countersink <br />O A. <br />Deformed Bar Anchor <br />PL. <br />Double <br />DEG. <br />Degree <br />PET. <br />Detail <br />OF <br />Doug Fir -Larch <br />PIA. <br />Diameter <br />DIAL, <br />Diagonal <br />DIAPH. <br />Diaphragm <br />DIM. <br />Dimension <br />ON. <br />Down <br />DO <br />Ditto <br />DWG. Drawing <br />(E) <br />Existing <br />E. <br />East <br />EA. <br />Each <br />E.F. <br />Each Face <br />EL. <br />Elevation <br />ELEV. <br />Elevator <br />EMBED. <br />Embedment Length <br />NOR. <br />Engineer <br />EQUIP. <br />Equipment <br />E.W. <br />Each Way <br />EXP. <br />Expansion <br />EXT. <br />Exterior <br />FAB. <br />Fabricate <br />F.B. <br />Flat Bor <br />FDN. <br />Foundation <br />FIN, <br />Finish <br />FLR. <br />Floor <br />FRP <br />Fiber Reinforced Polymer <br />F.5, <br />Far 51de <br />FT. <br />Foot or Feet <br />FTG. Footing <br />GA. <br />Gauge <br />GALV. <br />Galvanized <br />GL <br />Glue, Laminated <br />GRD. <br />Grade <br />GRND. <br />Ground <br />G.W.B. Gypsum Mall Board <br />HF <br />Hens Fir <br />HGR. <br />Hanger <br />HORN. <br />Horizontal <br />H55 <br />Hollow 5tructural 5ection <br />HT. <br />Height <br />l.D. inside Diameter <br />I.F. Inside Face <br />IN. Inch <br />INFO. Information <br />INT, Interior <br />JT. Joint <br />K5F Kips per 5quare Foot <br />K51 Kips per 5quare Inch <br />MATL. <br />Material <br />MAX. <br />Maximum <br />M.B. <br />Machine Bolt <br />MECH. <br />Mechanical <br />MEZZ <br />Mezzanine <br />MF <br />Moment Frame <br />MFR. <br />Manufacturer <br />MIN, <br />Minimum <br />M156. <br />Mi5cellaneou5 <br />MK. <br />Mark <br />N. <br />North <br />N.5. <br />Near 5ide <br />NEC, <br />Negative <br />NIC <br />Not in Contract <br />ISO. <br />Number <br />NOM. <br />Nominal <br />NT5 <br />Not to Scale <br />G.G. <br />On Center <br />O.D. <br />Outside Diameter <br />O.F. <br />Outside Face <br />C.H. <br />Opposite Hand <br />OPNG. <br />Opening <br />OPP. <br />Opposite <br />PAF <br />Powder Actuated Fastener <br />PART. <br />Partition <br />PG <br />Precast <br />PERM. <br />Permanent <br />PERP. <br />Perpendicular <br />PL or IFL <br />Plate <br />PLYWD <br />Plywood <br />PJP <br />Partial Joint Penetration <br />PREFAB. <br />Prefabricated <br />PROD. <br />Project <br />P5F <br />Pound per 5quare Foot <br />P51 <br />Pound per 5quare Inch <br />P.T. <br />Post -Tensioning <br />P/T <br />Pre55ure-Treated <br />RAO, <br />Radius <br />RD. <br />Round <br />REF. <br />Reference <br />REINF. <br />Reinforce or Reinforcement <br />READ. <br />Required <br />REV. <br />Revue <br />R.O. Rough Opening <br />5, <br />5outh <br />56H. or 5GHED. <br />5chedu l e <br />5ECT. <br />5ection <br />5HT. <br />5heet <br />51M. <br />51milar <br />506 <br />51ab On Grade <br />5PE6. <br />5pecif ication <br />50. <br />Square <br />50. FT. <br />5Ruare Feet <br />50. IN. <br />5cpare Inch (inohe5) <br />5TD. <br />5tandord <br />5TIFF. <br />5tiffener <br />5TL. <br />51;ee l <br />5TR. <br />5tructural <br />50. <br />Substitute <br />5YM. 5ymmetric01 <br />T/ <br />Top of <br />T0 <br />Top and Bottom <br />T4G <br />Tongue 4 Groove <br />THRU <br />Through <br />T.O.C, <br />Top of Concrete <br />T.0.5. <br />Top of 5teel <br />T.O.W. <br />Top of Wa I I <br />TRAN5. <br />Tran5ver5e <br />T5 <br />Tube 5tee I <br />TV. <br />Typical <br />UON or UNO Unle55 Otherk9e, Noted <br />VERT. Vertical <br />VIF Verify in Field <br />W. <br />West <br />W/ or w/ <br />With <br />WD <br />Wood <br />W.H,5. <br />Welded Headed 5tud <br />NO <br />Without <br />WP <br />Work Point <br />W.T.5, <br />Welded Threaded 5tud <br />WWF <br />Welded Wire Fabric <br />X 5E6T. Cross 5ection <br />X-5TR Extra 5trong <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />E <br />0 <br />a) <br />(:E <br />LO <br />® L <br />N Cq Lo <br />W <br />0 <br />U) <br />0 <br />90 <br />i- <br />c63 <br />Z <br />� <br />> f!l <br />C:) <br />W <br />O <br />Drawing: _ <br />S1.2 <br />Job Number.. <br />