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21. HOOD FRAMING NOTES: THE FOLLONIN6 APPLY UNLE55 OTHERN15E 5HONN ON THE PLANS: <br />A. ALL HOOD FRAMING DETAILS NOT 5HONN OTHERWI5E SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF <br />THE I1736. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2SO4.I0.1. COORDINATE <br />THE SIZE AND LOCATION OF ALL OPENINGS KITH MECHANICAL AND ARCHITECTURAL DRANINGS. PROVIDE <br />NA5HER5 UNDER THE HEA05 AND NUTS OF ALL BOLTS AND LAO 56REN5 BEARING ON HOOD. TIGHTEN BOLT5 <br />AND LA6 5GREH5 5NU6LY A6AIN5T HOOD FRAMING AFTER HOOD HAS REACHED SPEGIFIED MOISTURE <br />CONTENT. <br />B. NALL FRAMING; ALL BEARING AND SHEAR HALL5 SHONN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS <br />16" O.G. AT INTERIOR NALL5. THO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND <br />SHEAR HALLS AND AT EACH SIDE OF ALL OPENINGS. 50LID BLOCKING FOR WOOD COLUMNS 5HALL BE <br />PROVIDED THROUGH FLOORS TO SUPPORTS BELON. <br />ALL BEARING STUD NAL1-5 SHALL HAVE THEIR LOWER HOOD PLATE5 ATTACHED TO HOOD FRAMING BELON <br />WITH 16d NAILS AT W O.G. STAGGERED OR BOLTED TO CONCRETE HITH 5/b" DIAMETER ANCHOR BOLT5 WITH <br />5"x3"x1/4" PLATE NA5HER5 @ 4'®0" O.G., UNLESS INDICATED OTHERN15E. INDIVIDUAL MEMBER5 OF BUILT-UP <br />P05T5 SHALL BE NAILED TO EACH OTHER WITH IOd®F NAIL5 @ W O.G. STAGGERED. REFER TO THE PLANS AND <br />SHEAR WALL 56HEDULE FOR REOUIRED SHEATHING AND NAILING. WHEN NOT OTHERH15E NOTED, PROVIDE <br />6YP5UM NALLSOARD ON INTERIOR 5URFAGF5 ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND <br />BLOGKIN6 KITH 5GREW5 AT 6" O.C. U5E I-I/4 " H % 5GREN5 FOR 1/2" GNB AND 5/6" 6N13 WHERE OCCURS. <br />VERIFY THE FIRE ASSEMBLY REQUIREMENTS NHERE APPLICABLE KITH THE ARCHITECT. <br />G.FLOOR FRAMING: PROVIDE DOUBLE J0I575 UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF <br />THE J015T LENGTH AND AROUND ALL OPENIN65 IN FLOORS UNLESS OTHERWISE NOTED. PROVIDE SOLID 61-06KIN6 AT <br />ALL 15EARINO POINTS, NAIL ALL MULTI -JOIST BEAMS TOGETHER KITH IOd-F NAIL5 @ 8" O.C. 5TA66ERED UNLESS <br />OTHERN15E NOTED. <br />D. PO5ITIVE CONNECTIONS: PROVIDE THE FOLLONIN6 51MP50N GONNE6TOR5 AT TYPICAL FRAMING UNLE55 <br />OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE 6GOIEC(Q 6AP5 AND P55 BA5E5 AT P05T5. PROVIDE 66 <br />BASE WHERE POST DEAR5 ON WOOD FRAMING BELON. PROVIDE LU5 SERIES HANG R5 FOR 2X FLOOR AND ROOF <br />J015T5. CONNECTORS SHALL BE 51ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEIN6 CONNECTED. <br />6ENERAL STRUCTURAL NOTE5, <br />(The folio ing apply unle!55 Shown otherwise on the pans) ABBREVIATIONS <br />@ <br />At <br />L <br />Angle <br />d <br />Penny (Nail) <br />LB. <br />Pound <br />Diameter <br />LL <br />Live Load <br />® <br />Degrees <br />LLH <br />Long Leg Horizontal <br />Pounds <br />LLV <br />Long Leg Vertical <br />,., <br />Number <br />LON61T. <br />Longitudinal <br />LT. NT. <br />Lightweight <br />(A) <br />Above <br />A.B. <br />Anchor Bolt <br />MAX. <br />Maximum <br />AWL <br />Additional <br />MECH. <br />Mechanical <br />AL T. <br />Alternate <br />MEZZ. <br />Mezzanine <br />APPROX. <br />Approximate <br />MF <br />Moment Frame <br />ARCH. <br />Architect <br />MFR. <br />Manufacturer <br />MIN. <br />Minimum <br />(B) <br />Selow <br />M156. <br />Miscellaneous <br />E3/ <br />bottom of <br />MK. <br />Mark <br />E3F <br />Braced Frame <br />BLK6. <br />Blocking <br />(N) <br />New <br />MOO. <br />Building <br />N. <br />North <br />am. <br />Beam <br />N.5. <br />Near Side <br />E30T. <br />Bottom <br />NOM. <br />Nominal <br />DR6. <br />Bearing <br />NT5 <br />Not to Scale <br />BTNN. <br />Between <br />O.G. <br />On Center <br />GL or <br />Centerline <br />O.D. <br />O&Ide Diameter <br />Camber <br />®.F. <br />®ut5ide Face <br />Cip <br />Cast In Place <br />O.H. <br />Overhang <br />C.J. <br />Construction Joint or Control Joint <br />OPN6. <br />Opening <br />OJP <br />Complete Joint Penetration <br />OPP. <br />Opposite <br />GLG. <br />Ceiling <br />GLR- <br />Clear <br />PAF <br />Powder Actuated Fastener <br />GMU <br />Concrete Masonry Unit <br />PG <br />Precast <br />COL. <br />Column <br />PERM. <br />Permanent <br />GONG. <br />Concrete <br />PERP. <br />Perpendicular <br />CONK, <br />Connections <br />PJP <br />Partial Joint Penetration <br />CON5T. <br />Construction <br />PL or <br />Plate <br />CONT. <br />Continuous <br />PLF <br />Pounds per linear Foot <br />65K. <br />Countersink <br />PLYND <br />Plywood <br />PREFAB. <br />Prefabricated <br />DBA <br />Deformed Bar Anchor <br />P5F <br />Pounds per Square Foot <br />DBL. <br />Double <br />PSI <br />Pounds per Square Inch <br />DEG. <br />Degree <br />P.T. or PT <br />Post -Tensioning <br />OF <br />Doug Fir -Larch <br />P/T <br />Pressure -Treated <br />DIA. <br />Diameter <br />DIA6. <br />Diagonal <br />RAD. <br />Radius <br />DIAPH. <br />Diaphragm <br />REF. <br />Reference <br />DIM. <br />Dimension <br />REINF. <br />Reinforce or Reinforcement <br />DN. <br />Down <br />READ. <br />Required <br />DO <br />Ditto <br />REV. <br />Revise <br />OTL. <br />Detail <br />R.O. <br />Rough Opening <br />DTP <br />Double Top Plate <br />DNG. <br />Drawing <br />5. <br />5outh <br />5GH. or SGHED. Schedule <br />(E) <br />Existing <br />SECT. <br />Section <br />E. <br />East <br />5HT. <br />Sheet <br />EA; <br />Each <br />51M. <br />51milor <br />E.F. <br />Each Face <br />506 <br />51ab On Grade <br />EL, <br />Elevation <br />SPED. <br />Specification <br />ELEV. <br />Elevator <br />50. <br />5gquare <br />EMBED. <br />Embedment Length <br />50. FT. <br />Square Feet <br />ENGR, <br />Engineer <br />50. IN. <br />Square Inch(es) <br />EO. <br />Equal <br />5PF <br />5pruce®Pine6Fir <br />E.H, <br />Each Way <br />5.5. <br />5tainle55, Steel <br />EXP. <br />Expansion <br />STD. <br />Standard <br />EXT; <br />Exterior <br />5TIFF, <br />Stiffener <br />5TL. <br />5tee l <br />FDN. <br />Foundation <br />5TR. <br />Structural <br />FIN. <br />Finish <br />5UB. <br />Substitute <br />FLR. <br />Floor <br />SYM. <br />Symmetrical <br />FRP <br />Fiber Reinforced Polymer <br />F.5. <br />For Side <br />T/ <br />Top of <br />FT. <br />Foot or Feet <br />T4 5 <br />Top and Bottom <br />FT6. <br />Footing <br />T 6 <br />Tongue 4 Groove <br />TEMP. <br />Temporary <br />6A. <br />Gauge <br />THRU <br />Through <br />GALV. <br />Galvanized <br />T.0.6. <br />Top of Concrete <br />GL <br />Glue Laminated <br />T.O.S. <br />Top of Steel <br />GNB <br />Gypsum Wall Board <br />T.O.W. <br />Top of Wall <br />TRAN5. <br />Transverse <br />HD(9 <br />Hot Dipped Galvanized <br />T5 <br />Tube Steel <br />HDR. <br />Header <br />TYP. <br />Typical <br />HF <br />Hom Fib' <br />HGR. <br />Manger <br />U.O.N. <br />Unless Otherwise Noted <br />HORIZ. <br />Horizontal <br />H55 <br />Hollow Structural Section <br />VERT, <br />Vertical <br />HT. <br />Height <br />VIF <br />Verify in Field <br />I.D. <br />Inside Diameter <br />N. <br />Nest <br />I.F. <br />Inside Face <br />VV or wl <br />Nith <br />IN. <br />Inch <br />N.H.5. <br />Neided Headed Stud <br />INFO, <br />Information <br />N/O <br />Nithout <br />INT. <br />Interior <br />N.P. <br />Nork Point <br />N.T.5. <br />Melded Threaded Stud <br />JT. <br />Joint <br />NAF <br />Nelded Hire Fabric <br />K <br />Kips <br />X SECT. <br />Cross section <br />K5F <br />Kips per 5quare Foot <br />X-5TR <br />Extra Strong <br />K51 <br />Kips per Square Inch <br />XX-STR <br />Double Extra Strong <br />►-- <br />UA <br />04 <br />0 <br />ai <br />C) aa) <br />LO <br />��V_ <br />�L� <br />a <br />Lo <br />Nw"', i � <br />U <br />IL <br />w <br />p >p� <br />04 p n v <br />w <br />C <br />