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General Notes (continued) <br /> <br />Key to Terms (continued): <br />Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the <br />identified location (Loc). <br />TCDL = Top Chord standard design Dead Load in pounds per square foot. <br />TCLL = Top Chord standard design Live Load in pounds per square foot. <br />U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the <br />indicated location (Loc). <br />VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in <br />inches. <br />VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and <br />maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. <br />VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. <br />VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. <br />W = Width of non-hanger bearing, in inches. <br /> <br />Refer to ASCE-7 for Wind and Seismic abbreviations. <br />Uppercase Acronyms not explained above are as defined in TPI 1. <br /> <br />References: <br />1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. <br />2. ICC: International Code Council; www.iccsafe.org. <br />3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL <br />60025; www.alpineitw.com. <br />4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. <br />5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />#%NOSEAL?$ <br /> <br /> <br />Page 3 of 3