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TYPE DESIGNATIONF = FILLED WITH GROUT / U = UNFILLEDGRAVITY LOAD8F16-1B/1TNOMINAL WIDTHNOMINAL HEIGHT ADDED REBAR AT TOP OF QUANTITY OF #5 FIELDCOMPOSITE U-LINTEL FORUPLIFT LOADTOP OF COMPOSITE #5 FIELD ADDED REBAR ATU - LINTEL MIN. (1) REQ'D1-1/2" CLEARFIELD PLACED C.M.U.GROUT8" NOMINAL WIDTH 7-5/8" ACTUALBOTTOM REINFORCING #5 FIELD ADDED REBAR ATPROVIDED IN U-LINTEL(SEE REINFORCING SCHEDULE)For a 5’-10” overall length U-lintel Type 8F16-1B/1T:Safe superimposed gravity load = 4360 PLFSafe superimposed uplift load = 2080 PLFSafe superimposed lateral load = 339 PLF BOTTOM OF U-LINTEL CAVITY BOTTOM OF U-LINTEL CAVITY FOR QUANTITY OF #5 FIELD ADDED REBAR AT16" NOMINAL HEIGHT15-5/8" ACTUAL CASTCRETE PRECAST LINTEL SCHEDULEBeamCompositeSafeGravityLoadAppliedGravityLoadSafeUpliftLoadAppliedUpliftLoad24'-4''8F16-1B-1T6113<10002707<50044'-6''8F16-1B-1T61132707<1000<5005'-6''8F16-1B-1T4360<10002080<500 56'-2''8F16-1B-1T3480<10001868<500 67'-4''8F16-1B-1T2661<1000<5001624 77'-6''8F16-1B-1T2661<10001624<500 87'-8''8RF14-1B-1T1568<10001072<500 98'-0''8F16-1B-1T1843<10001136<500 109'-4''8F16-1B-1T<100018431136<500 1110'-4''8F16-1B-1T1533<1000916 12r<5008F16-1B-1T10'-8''1366<1000800<500 1312'-8''8F16-1B-1T1075<1000607<500 1417'-4''8F16-1B-1T950<1000405<500 1519-4''7508F16-1B-1T348<1000<500 5'-10''4360<10002080<5008F16-1B-1T 13'-8''8F16-1B-1T6113<10003060<50034'-6''8F16-1B-1T61132707<1000<5004'-8''8F16-1B-1T5365<10002276<50016171819 3'-0''8F16-1B-1T6113<10003524<500
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