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40421 CHANCEY RD
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40421 CHANCEY RD
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Last modified
5/17/2017 2:39:49 PM
Creation date
5/17/2017 2:34:01 PM
Metadata
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Template:
Building Plans
Street #
40421 CHANCEY RD
Location
CHANCEY RD
Contractor
UNIVERSAL STRUCTURES
Description
METAL BUILDING
Building Plans - Permit #
3064
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� 1/14/�004 . DesCalc.out _ Page 5 <br /> i . � , <br /> 10 3 D -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 <br /> RIGHT ENDWALL: - <br /> -----�------- � <br /> BASIC LOADS : <br /> Dead Live Snow Collateral Basic Wind Load <br /> Load Load Load Load Wind Ratio <br /> � 2 �2 20 . 0 0 . 0 0 . 0 18 .4 1 . 00 <br /> �. WIND PRESSURE/SUCTION: <br /> W}nd Wind <br /> P�:ess Suct <br /> �.6. 1 -17 . 6 . . Column <br /> 16. 1 -17 . 6 . . Girt/Header <br />' 16 . 1 -17 . 6 . . Jamb <br /> 19 . 9 -21 . 6 . . Panel <br /> 24 . 0 -24 . 0 . . Parapet <br /> WIND COEFFICIENTS : - <br /> Su�f Rafter Wind 1 Rafter Wind 2 Bracing_Wind Long Surface <br /> Id Left� Right Left Right Left Right Press Friction <br /> 1 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 <br /> 2� -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 <br /> 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 <br /> 4 0 . 00 0 . 00 0 . 00 0 . 00 -0 .56 0 .32 0 . 00 0 . 00 <br /> COL & BRA�ING DESIGN LOADS : <br /> � Load Dead Snow/ Rafter Wind Brace Wind Long Column Wind � Aux Load <br /> No Id Dead C�oll Live Left Right Left Right Wind Press Suct Seis � Id Coef <br /> 12 7� 1 . 00 1� 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 <br /> ?� 1 . 00 1 � 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 <br /> � 1 . 00 1�00 0 . 75 ' 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 <br /> 0 . 60 Oi00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 <br /> 5 0 . 60 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 <br /> 6 0 . 60 0 �00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 <br /> 7 1 . 00 1 �00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 05 0 0 . 00 <br /> 8 1 . 00 1 �00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 05 0 0 . 00 <br /> 9 0 . 60 0 �60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 <br /> 10 0 . 60 0 �60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 0 . 00 <br /> 11� 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 <br /> � 12� 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1. 00 <br /> RAFTER DESIG LOADS : <br /> y� No. Load Snow/ Rafter Wind 1 Rafter Wind_2 � Aux Load <br /> Load Id De d Collat Live Left Right Left Right Seis � Id Coef <br /> il 1 l .�oo l . 00 i . 00 o . 00 o . 00 o . 00 o . 00 o . 00 0 0 . 00 <br /> a o .��o o . 00 o . 00 s . 00 o . 00 o . 00 o . 00 o . 00 0 0 . 00 <br /> 3 O .I60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 <br /> 4 O .I60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 <br /> 5 0 .�60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 <br /> 6 1 .i00 1 . 00 0 . 00 0 . 00 0 . 00 0�. 00 0 . 00 0 . 00 1 1 . 00 <br /> 7 1 .I00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 <br /> 8 1 .100 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 <br /> 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 <br /> 10 1 .i00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 2 . 00 <br /> 11 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 <br />
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