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<br />
<br />TRUSS STRAP RETROFIT CONNECTOR
<br />
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<br /> . . VEEfICAL, SIX FOuJDATloJ
<br /> - ~olZ LCLAII00,
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<br />
<br />NOTES:
<br />
<br />I. Fill lintel and cells above lintel.
<br />
<br />
<br />2. Verify that all reinforcement has been placed properly.
<br />
<br />3. See floor plan for additional information.
<br />
<br />4. Openings less than or equal to 6' i 0" in width do not require
<br />additional steel reinforcement unless othef\vise noted on noor
<br />plan.
<br />
<br />TY'PICAL FILLED LINTEL ASSEMBLY
<br />
<br />PI2f(AST eoJG
<br />LI~L- W/I_u-5
<br />COklT,
<br />
<br />-,
<br />-
<br />
<br />SCALE: N,T.S.
<br />
<br />~t.CAST wJc.
<br />01 L.L-
<br />
<br />
<br />High ~trength Precast
<br />and Prestressed Lintels
<br />{~ ~I iI' -
<br />
<br />1'0\" ' r 1'o\".J
<br />
<br />
<br />
<br />U UNT!LS
<br />
<br />RECESSED DOOR
<br />UHTELS
<br />
<br />FOUR INCH SOLID
<br />UHTas
<br />
<br />· Untel Legend
<br />
<br />DESCRIPTION
<br />
<br />L-1
<br />L-2
<br />L-3
<br />L-4
<br />L-5
<br />L-6
<br />L-7
<br />L.8
<br />L.9
<br />L.10
<br />
<br />· Window Untels
<br />
<br />Uniform Safe Load Per Lineal Foot
<br />
<br />DESCRIPTiON
<br />
<br />UNFILLED' FILLED"
<br />
<br />5314 Ibs.
<br />5120 100.
<br />&W8 ibs.
<br />48151bs.
<br />3744 Ibs,
<br />3744 ibs.
<br />3260 Ibs.
<br />2887 Ibs,
<br />17471bs,
<br />1333 Ibs,
<br />
<br />2025 ibs.
<br />1950 Ibs.
<br />1875 ibs.
<br />1860 ibs.
<br />1575 Ibs.
<br />1575 iOO.
<br />1505 ibs.
<br />1550 Ibs.
<br />1 025 its.
<br />922 Ibs.
<br />
<br />(34") U Lintels
<br />(42") U Untels
<br />(48") U Untels
<br />(54") U Lintels
<br />(64") U Untels
<br />(70") U Untels
<br />(78") U Untels
<br />(90") U Linters
<br />(112') U Untels
<br />(126") U Untels
<br />
<br />2'.10'
<br />3'-6'
<br />4'.0"
<br />4'-6'
<br />5'.4'
<br />5'.10'
<br />6'-S'
<br />7'.S'
<br />9'.4'
<br />10"0'
<br />
<br />3011 LO~ ~S
<br />B-b.e. E. Po >< I E,D
<br />IrJ-rO COr-Jc., ~
<br />114-11 rj; X ~ II ~OLE..
<br />~ILlj:"D W/SIMPSOJ
<br />IIS~I' ~PoxY
<br />
<br /> , DOOR HEADERS AND EXTRA WIDE OPENINGS
<br /> DESCRIPTION
<br />L.11 4'-0' (48") Recessed 2'.6' or 2'-8' Door 1875 ibs. 6408 ibs,
<br />L-12 4',6' (54") Recessed 3'.0" Door 1860 100, 48151bs,
<br />L-13 5'-4' (64") Recessed 4'-0' Door 1575 ibs. 3744 Ibs,
<br />L.14 6'-6" (78") Recessed 5'-0" Dear 1565 ibs. 3260 ibs.
<br />L-15 1'.6" (90") Recessed 6'.0" Dear 1550 lbs. 2887 Ibs,
<br />L-16 9'.4' (112") Recessed 8'-0" Garage Door 1025 ibs. 17471bs,
<br />L-17 11 '-4" (136") 800 iOO. 1483 Ibs,
<br />L-18 12'.Q!' (144 ") 750 its. 1304 Ibs.
<br />L-19 13'-4' (160") 585 Ibs. 9091bs,
<br />L,20 14'{j" (168") 5851bs, 9091bs,
<br />L-21 14'-8" (176") Prestressed 387 Ibs. 9111bs.
<br />L.22 15'-4' (184") Prestressed 387 ibs. 9111bs,
<br />L-23 17'-4" (208") Prestressed 387 Ibs. 911100,
<br />L-24 19'.4" (232") Prestressed 289 iOO. 823 Ibs.
<br />L.25 21 '-4" (256") Prestressed 293 Ibs. 879 100,
<br />l,26 22',O~ (264") Prestressed 279 Ibs. 8'57 Ibs,
<br />l-27 24'-0' (288") Prestressed 226 Ibs. 716 iOO.
<br />
<br />
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<br />SCALE: N.T.S.
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<br />TYPICAL WALL SECTIQ,
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<br />SCALE: 3/4" = 1'-0"
<br />
<br />SCALE: 3/4" == 1'-0"
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<br />
<br />TYPICAL SECTION TI-IRU WINDOW
<br />
<br />J~DEJJU)
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<br />OPTIONAL CONC FOOTING
<br />
<br />#5 RE-BAR RETROFIT DETAIL
<br />
<br />'Un~lo(m safe loads based on tests by independent testing laboratories without
<br />addJUQnal steel or concrete added to lintels,
<br />ttAct1rg as a composite beam with an 8" perimeter beam-one #5 bar in trle
<br />lintel:, ~ne #5 bar in the beam.
<br />i
<br />
<br />SCALE: NTS.
<br />
<br />SCALE: 3/4" = 1'-C
<br />
<br />
<br />REVISION
<br />
<br />BY
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<br /> @ COPYRIGHT. 2002
<br />H. TH A YER HERSOM, ARCHITECT
<br />AND ASSiGNED OTHERS. NO
<br />UNAUTHORIZED USE Of ANY
<br />PART OR ENTIRE DRAWING AS
<br />PRINTED ON THIS SHEET.
<br />
<br />DRAWN
<br />CHECKED
<br />HTH
<br />DATE
<br />SCALE
<br />AS NOTED
<br />Joe NO.
<br />SHEET
<br />8=6
<br />
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