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14-15722
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2014
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14-15722
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Last modified
8/27/2015 1:05:33 PM
Creation date
8/27/2015 1:05:30 PM
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Building Department
Company Name
GRAND RESERVE
Building Department - Doc Type
Permit
Permit #
14-15722
Building Department - Name
HOLT,RICHARD
Address
37205 NEUKOM AVE LOT 336
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i , <br /> . � Carp rt <br /> Pan ta beam connection Fasten box pan receiver channel to host w/#10 x <br /> 3"x12" pans fastened to aluminum beams w/#12 2"sms 1Yr on center,far both pans&panels <br /> x2"tek screurs and l"outside diameter washers Fasten box end of pan ta receiver channel wf(4j <br /> (4) per pan 16"oc an rakes. #8 x 1"sms w/%od washers. <br /> ' Elite Pane! ta beam connection Fasten panel to receiver channel w/9/16"tex <br /> screws 1�"from sides&then 6"oc on bottom <br /> Use l" sms with 1�"min washers,mim 1" <br /> penetration, screws shaU be placed 1�"from � <br />, sides&tfien 6"ac.Screws on rakes 16JJ{�C. <br />� Post to beam connection <br /> Host <br /> %"x3'r4 hex head bolt wJ washers and nuts 1 boit <br /> per each 2"of ., beam <br /> ., <br /> SM beam to �� - <br /> �T� <br /> post, . .093 posts <br /> Post o slab connection <br /> intermediate beam or aluminum Fasten internal post feet to concrete with{4)%-�x <br /> 111@tY1�IC'Y C0111'1@Ct1011 ��"tap cons. Fasten internal post feet to past wJ <br /> , �2j l"X31/2�••thru bol#5. <br /> Fas#en 2"x 1'/:" receiver channel to aluminum 4" concrete slab on campacted frlt,w/wire mesh <br /> member wJ#8 x9J16 tek (1)screw per each 2"af or fiber mesh w/6 mill visqueen vapor barrier, <br /> beam,at#ache sm beam to receiver channel w �,��mite treatment,2500 psi concrete min,12"x <br /> #8x9/16"tek screws wi#h (1)screw per each 2" �,7�� manolithic faoters w/(1)#5 rebar min w/24" <br /> of beam. overtap. <br /> i � <br /> Sheet I at <br /> � SELF MATING (SMB) <br /> For: <br /> � 2 x 4 SMB: 2"x 4"x 0.(344"0.100" <br /> I 2 x 6 SM B: 2"x 6"x 0.05p"x 0.120�� � - _ _ - - - B&H Canstruction of Central FL Inc. <br /> 2 x 7 SMB: 2'x 7"x 0.057"x 0.120" ` These standards and 2010 Florida <br /> 2 x 8 SM B: 2"X 8"x 0.072"X0.224" Building Code Section 1609 <br /> r <br /> 2 X 9$MB: 2"Xg"X�.��2"X .224" Max Wind 140 MPH <br /> 2 x 10 SMB: 2"x 1Q"x Q.092" 4.37�" <br /> � �� Leonard Wood Engineer <br /> 7� - <br /> i <br />
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