20-21563 - Laserfiche WebLink

Browse Search

b��u�\ ` ^ ' ~�� meVmo Terms:. Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load nosao, namcdons, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. B[|DL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL= Certified lumber. Des Ld = total ofTCLL. TCOL. BCLL and BCDL Design Load in pounds per square foot. FRT= Fire Retardant Treated lumber. FRT-DB = D'B|aza Fire Retardant Treated lumber. FRT'DC = Dricon Fire Retardant Treated lumber. FRT-FP= FinePRO Fire Retardant Treated lumber. FRT-FL= F|amaPRC} Fire Retardant Treated lumber. FRT-FT= F|mmeTach Fire Retardant Treated lumber. FRT-PG = PYRD-GUARD Fire Retardant Treated lumber. g = green lumber. H(}RZ(LL) = maximum Horizontal panel point deflection due to Live Lomd, in inches. HORZ(TL = nnadnnum Horizontal panel point long henn deflection in inches, due to Total Load, including creep acUuabnunL HpL= additional Horizontal Load added to o truss Piece in pounds per linear foot or pounds. |n= Incised lumber. FJ = Finger Jointed lumber. L/# user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/deO = ratio of Length between baahngs, in inohee, divided by the vertical Deflection due to creep, in inohes, at the referenced panel point. Reported as 989 if greater than or equal to 909. Loo= Location, starting location ofleft end of bearing or panel point(juinD location ofdeflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL= additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of truss in pounds per linear foot or pounds PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity |nod cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load caoaa, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounda, from all specified gravity load coaem, at the indicated location (Loo). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Lou). Rw= maximum downward design Reaotion, in pounds, from all specified non-gravity (wind or seismic) load ooaea, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in poundo, from all specified non-gravity (wind or seismic) load uoneo, at the indicated location (LVo). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component ofDead Lood, and nlaxirnurn long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due toTotal |oad, including creep adjustment. VV=Width of non-hanger bearing, ininches. Refer toAGCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are ns defined inTP| 1. Page 2of3