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<br />~ SAfE LOA) - POUNDS PER lINE~ fOOT
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<br />Ll 3'-6" (4-2") PRECAST 1700 lBS. 5600 L'=-:
<br />L~ +'-0" (48") PRECAST 900 LBS. 6500 Las.
<br />L4 +'-6~ (54") PRECAST 900 LBS. 6500 Las.
<br />LS 5'-10" (70") PRECAST 900 lBS. 3000 LBS.
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<br />Lt. 7'-6. (90") PRECAST 800 LBS. 3500 LBS.
<br />Ll 9'-4. 1112'.') PRECAST 450 LBS. .2000 Las.
<br />L~ 10.-5" (126'.) PRECAST 350 LBS. 1500 LBS.
<br />L9 ll'-~" (136'1 PRECAST 450 LBS. 1700 LBS.
<br />1I() 12'-0" (H4") PRECAST 400 lBS. 1650 lBS.
<br />LII 13'-~" <160") PRECAST 350 LBS. 1300. lBS.
<br />LIZ 14'-Q" (168") PRECAST 585 LBS. 909 LBS.
<br />l.1) 17'-J," (208") PRESTRESSED 350 LBS. 1250 L8S.
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<br />COMPOsnE IS Cf:FINEO AS P.C. LINTEl.
<br />FILLED W/MIN. 2500 PSI GROUT \.I/1-S REBAR
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<br />FIGURE 205A
<br />CORNER COmlNunY OF BOND BEAM
<br />AND WAlL REINFORCEMENT
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<br />FIGURE 206A
<br />GYPSUM CEIUNG DIAPHRAGM TO SIDEWAlL CONNECllON
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<br />FIGURE 205L
<br />ONE STORY MASONRY WPll
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<br />SHfATIiING
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<br />ROOF SHEATI11NG LAYOUT
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