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1 201 <br />_ E T it <br />OF t <br />Pe it <br />5. DE516N LOADING CRITERIA <br />ROOF SNOW LOAD .... ...... .. ...... .. .... .. ... . ...... .. . . . 25 PSF <br />MECHANICAL UNITS . ................. .... ...... . WEIGHTS FURNISHED BY MANUFACTURER <br />:�J <br />Q <br />N <br />a <br />w <br />0 <br />0 <br />y <br />ti <br />(51NERA� <br />STRUCTURAL <br />Ca R NOTES_ <br />�� <br />,,(The, follovNing apply unless 5hoAn othervii5e, on the, plons) <br />DRAWING IP <br />NAIL NAME <br />NAIL DIAMETER <br />NAIL LENGTH <br />11bd11 <br />6d Common <br />0]1511 <br />211 <br />°ISdBox" <br />ISd Box <br />0.11511 <br />2-I/211 <br />Iladil <br />5d Common <br />0.15111 <br />2-1/211 <br />I110d-FI° <br />IOd Fromer <br />O,1511, <br />51I <br />10d Shear <br />0.14 " <br />2-1/411 <br />"! d" <br />lhd Sinker <br />0.14511 <br />5-1/41I <br />IF CONTRACTOR FROF05E5 THE USE OF ALTERNATE NAILS, <br />THEY SHALL SUBMIT NAIL SPECIFICATIONS <br />TO THE STRUCTURAL ENGINEER (PRIOR <br />TO CONSTRUCTION) FOR REV➢EW AND APPROVAL. <br />ABBREVIATIONS <br />At <br />L <br />Angle <br />d <br />Fenny (Nails) <br />LL <br />Live Load <br />Diameter <br />LLH <br />Long Leg Horizontal <br />LLV <br />Long Leg Vertical <br />A.. <br />Anchor Bolt <br />LONGIT. <br />Longitudinal <br />APD'L <br />Additional <br />LT. AT. <br />Lightweight <br />ALT. <br />Alternate <br />APPROX. Approximate <br />MATL. <br />Material <br />ARCH. <br />Architect <br />MAX. <br />Maximum <br />MECH. <br />Mechanical <br />eU. <br />wilt -up <br />MEZZ <br />Mezzanine <br />/ <br />Bottom of <br />MF <br />Moment Frame <br />BF <br />Braced Frame <br />MFR. <br />Manufacturer <br />LKG. <br />Blocking <br />MIN. <br />Minimum <br />BLDG; <br />wilding <br />MISC. <br />Miscellaneous <br />M. <br />Beam <br />MK, <br />Mark <br />SOT. <br />Bottom <br />BRG. <br />Bearing <br />N. <br />North <br />TWN. <br />Between <br />N.S. <br />Near 5ide <br />NIC <br />Not in Contract <br />Centerline <br />Na <br />Number <br />G <br />umber <br />NOK <br />Nominal <br />G TO G <br />Center to Center <br />NT5 <br />Not to Scale <br />CIF <br />Cast In Place <br />C.J. <br />Construction .Joint or Control Joint <br />O.C. <br />On Center <br />CLG. <br />Ceiling <br />O.P. <br />Outside Diameter <br />CLP, <br />Clear <br />O.Fo <br />Outside Face <br />CM1U <br />Concrete Masonry Unit <br />O.H. <br />Opposite Hand <br />CNTR., <br />Center <br />OFNG. <br />Opening <br />COL. <br />Column <br />OFF. <br />Opposite <br />CONC. <br />Concrete <br />CONN, <br />Connections <br />FAF <br />Powder Actuated Fastener <br />CONST. <br />Construction <br />PC <br />Precast <br />GONT. <br />Continuous <br />PERM. <br />Permanent <br />GJF <br />Complete, Joint Penetration <br />FER'P, <br />Perpendicular <br />CSK. <br />Countersink <br />PL or <br />Piate <br />FLF <br />Founds per linear Foot <br />DA. <br />Deformed Bar Anchor <br />PLYWP <br />Plywood <br />PL. <br />Double <br />FJP <br />Partial Joint Penetration <br />PEG. <br />Degree <br />PREFAB. <br />Prefabricated <br />PET. <br />Detail <br />PROJ. <br />Project <br />PF <br />Doug Fir -Larch <br />P5F <br />Founds per 5uare Foot <br />PIA. <br />Diameter <br />P51 <br />Founds per Square Inch <br />PIAG. <br />Diagonal <br />F.T. <br />Post -Tensioning <br />DIAPH. <br />Diaphragm <br />iP/T <br />Pressure -Treated <br />PIK <br />Dimension <br />DN. <br />Down <br />RAD. <br />Radius <br />PO <br />Ditto <br />REF. <br />Reference <br />DWG. <br />Droving <br />REINF. <br />Reinforce or Reinforcement <br />REOP. <br />Required <br />(E) <br />Existing <br />REV. <br />Revise <br />E. <br />East <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 />SCH, or 50HED. Schedule <br />ELEV. <br />Elevator <br />SECT. <br />Section <br />EMBED. <br />Embedment Length <br />SHT. <br />Sheet <br />ENGF, <br />Engineer <br />S➢M. <br />Similar <br />E.W. <br />Each Way <br />506 <br />Slab On Grade <br />EXP. <br />Expansion <br />SPEC. <br />Specification <br />EXT. <br />Exterior <br />50. <br />Square <br />50. FT. <br />5uare Feet <br />FON. <br />Foundation <br />50. IN. <br />Square Inch (inches) <br />FIN. <br />Finish <br />STD. <br />Standard <br />FL. <br />Floor <br />STIFF, <br />5tiffener <br />F F <br />Fiber Reinforced Polymer <br />STL. <br />Steel <br />F.S. <br />For Side <br />5TR. <br />5tructura I <br />FT. <br />Foot or Feet <br />SUB. <br />Substitute <br />FTC. <br />Footing <br />SY . <br />5ymmetrico1 <br />GA. <br />Gauge <br />T/ <br />Top of <br />>GALV. <br />Galvanized <br />T4 E3 <br />Top and Bottom <br />GL <br />Glue Laminated <br />TG <br />Tongue 4 Groove <br />GRD. <br />Grade <br />THRU <br />Through <br />65AE3 <br />6ypsum Nall Board <br />TEMP. <br />Temporary <br />T.O.C. <br />Top of Concrete <br />HF <br />Hem Fir <br />T.0.5. <br />Top of Steel <br />HGR. <br />Hanger <br />T.O.W. <br />Top of Wall <br />HORIZ. <br />HorizontoI <br />TRANS. <br />Transverse <br />H5 <br />Hollow Structural Section <br />T5 <br />Tube Steel <br />HrT, <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 />VERT. <br />Vertical <br />INFO. <br />Information <br />ViF <br />Verify in Field <br />INT, <br />Interior <br />W. <br />Test <br />JT. <br />Joint <br />W/ or w/ <br />With <br />WP <br />Wood <br />K5F <br />Kips per Square Foot <br />W.H,S. <br />Welded Headed Stud <br />K51 <br />Kips per 5uare Inch <br />W/0 <br />Without <br />WP <br />Mork Point <br />W.T.S. <br />Melded Threaded Stud <br />WWF <br />Aelded dire Fabric <br />X SECT. Gross Section <br />X-5TR Extra Strong <br />C <br />LL <br />5- <br />W- <br />w <br />C11-1-1115, <br />WPM <br />k Y3 <br />LLJ <br />Uj <br />z <br />D <br />C <br />Uj <br />LU <br />U <br />Drawling <br />S1,0 <br />Job Number. <br />1 91 53.01 <br />