Laserfiche WebLink
� c � }--��� �P� �S <br /> . . <br /> � �R��� GC��1� <br /> REWA . <br /> ` WALL SYSTEMS� Build Different. Build Better.sM <br /> Lintel Reinforcement Table Notes <br /> Tables: 6.2.1.1, 9" iForm (8", 12", 16", 24", 32") <br /> 6.2.1.2, 11" iForm (8", 12", 16", 24", 32") <br /> � 6.2.1.3, 13" iForm (8", 12", 16", 24", 32") <br /> 1. Consult with the local building code for minimum required service loads. <br /> 2. Applied service loads must be multiplied by load factors to use these tables. See ACI 318 or <br /> applicable building code for appropriate load factors applied to dead and live loads. <br /> 3. These tables apply only when the following conditions are met: <br /> Superimposed loads on the lintel are uniformly distributed <br /> Lintel is not subject to any concentrated loads <br /> Both ends of the lintel are fixed against rotation <br /> 4. Where required, (2) #5 bars may be bundled together(in contact with each other). Alternately 1-#7 <br /> may substitute for 2-#5 bars. <br /> 5. Lintel reinforcement must extend the appropriate development length beyond each face of the <br /> opening as follows. <br /> 1-#5 bar.............................................24" _ _ <br /> 1-#6 bar.............................................30�� <br /> 2-#5 bars with 1" clear space between.........24" <br /> 2-#5 bars bundled..................................42" <br /> 1-#7 bar.............................................42�� <br /> � <br /> 6. A minimum of 2-#5 bars shall be provided on each side of every opening to meet ACI 318, 14.3.7. <br /> 7. See details in introduction to lintel reinforcement for reinforcement placement. <br /> 8. Lintels designed for typical residential construction cases used to establish the vertical reinforcement <br /> tables found elsewhere in this manual may use the following factored loads. Consult an engineer <br /> beyond these parameters. <br /> Factored floor dead and live load= 1424p1f <br /> Factored roof dead and live load= ll20plf(no attic); 1800p1f(including attic) <br /> Factored roof dead and snow load=2100p1f(no attic); 2780p1f(including attic) <br /> 9. #3 stirrups may be substituted where welded wire reinforcement(WWR) is shown for shear <br /> reinforcement. The#3 stirrups must be placed at the required spacing as indicated in the legend at the <br /> top of the lintel tables. <br /> 6-30 <br /> Issued on: 4/1/2003 <br /> Release: E <br />