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� IZEWAR.D� <br /> — WALL SYSTEM8 Build Different. Build Better.s"' <br /> �► �° r� <br /> LINIEL MEIGHT 9 iFORM <br /> Design Parameters <br /> Urriel HeigM 8 in. <br /> Co�crete strength at 28 days,tc 3ppp psi <br /> Steel strength,fy 4U.000 psi ,� .______�,,; <br /> , <br /> 1 ; - <br /> 1 : <br /> : <br /> _' .. __. _ .__— - '���� <br /> � ( j � 1 -- � <br /> � • 2 <br /> ;! F�_ r �-- i �.. . <br /> : , ,. � ;'i <br /> , >; � r,. <br /> .�"I �.� �� .. ���.��► _ <br /> _ � ; � � i � � -�J <br /> 1 �: ._ -- _. � , }_. <br /> MINIMUM REINFORCEMENT REQUfRED <br /> FACTOR� <br /> LOAOP6t <br /> FOOTOF Lintel Span (ft) <br /> INTa <br /> __.___ <br /> 3 4 5 6 7 8 10 12 14 18 <br /> �- #5 top and bottom <br /> 250 Ib No Shear ReiMorcement Required !� <br /> 500 ( <br /> i <br /> 750 <br /> 1000 <br /> 1500 <br /> 2000 <br /> 2500 <br /> 3000 <br /> NOTES: <br /> 1. Consult with the local building code for minimum required service loads. <br /> 2. Appiied service loads must be multiplied by load factors to use this table. See ACI 318 or applicable buifding <br /> code for appropriate load factors applied to dead and live loads. <br /> 3. A minimum of 2-#5 bars shall be provided on each side of every opening to meet ACI 318, 14.3.7 <br /> 4. See details in introdudion to IiMel reinforcement for reinforcement placement. <br /> 5. Lintels designed for typical residerrtial construction cases used to establish the vertical reinforcement tables <br /> found elsewhere in this manual may use the following factored loads. Consult an engineer beyond these <br /> parameters. <br /> Factored floor dead and live load=1424 plf <br /> Factored roof dead and live load=1120 plf(no attic); 1800 plf (inGuding attic) <br /> Factored roof dead and snow load=2100 pff (no attic);2780 pff (including attic) <br /> B. #3 stirrups may be substituted where welded wire reinforcement(UVWR)is shown for shear reinforcemerrt. <br /> 7. See accompanying Lint�el Reinforcement Table Notes. <br /> Reward Linte( 6.2.1.1 -9"!8" <br /> Issued on: 4/1/2003 <br /> 6-31 <br /> Release: E <br />