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02-0929
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02-0929
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Last modified
3/6/2009 2:56:20 PM
Creation date
11/3/2006 10:28:20 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-0929
Building Department - Name
EMERALD POINT
Address
3335 PERIDOT LN
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<br /> SCREEN, VINYL & GLASS ROOMS SECTION 3 <br /> Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms <br /> Aluminum Alloy 6063 T-6 <br /> 3" x 2" x 0.045" Hollow Extrusion <br /> Wind Zone <br /> Load 102 M.P.H. I 110 M.P.H I 120 M.P.H. 130 M.P.H. I 140 MPH.I 150 M.P.H. <br /> Width Applied Load <br /> 8#/Sq.FI 9 # ISq. Ft. 10 # ISq. Ft. 12 # ISQ. Ft. 15 # ISq. Ft. 16 # ISQ. Ft. <br /> 36" 12'.6" 11'.8" 10'.8" 9'.10" 8'11" 8'.6" <br /> 42" 11'.7" 10'.9" 9'.11" 9'.1" 8'-4" T.11" <br /> 48" 10'.10" 10'.1" 9'.]" 8'.6" T.9" T.S" <br /> 54" 10'.]" 9'.6" 8'.9" 8'.0" 7'-4" 6'.11" <br />E 60" 9'.8" 9'.0' 8'.]" T.7" 6'.11" 6'.7" <br /> 66" 9'.]" 8'-7" T.11" 7'.]" 6'.8" 6'-4" <br /> 72" 8'.10" 8'.]" T.7" 6'.11" 6'-4" 6'.0" <br /> 78" 8'6" 7' .11" 7' ]" 6'.8" 6' 1" S'.g" <br /> 84" 8' -2'" T.7" 7'-0" 6'.5" S'.1e," S'T <br /> 90" T.11" 7'-4 " 6'-9" 6'.2" 5'.8" 5'.5" <br /> 2" x 3" x 0.045" Hollow Extrusion <br /> Wind Zone <br /> Load 102 M.P.H. I 110 MPH I 120 MPH I 130 MPH I 140 MPH I 150 M.PH. <br /> Width Applied Load <br /> 8 # ISq. Ft. 9 # ISQ Ft 10 IIISQ Ft 12 IIISq Ft 15 II ISq. Fl 16 II ISq. Ft. <br /> 36" 14'.]" l:J'T 12' 2" 11' 2" 10'.J" g'-g" <br /> 42"' 1]'-]" 12' ]" 11 ". 111' ,," g 6' 90" <br /> 48" 12'-4" I()'.r lJ H' W-10" 8'S <br /> 54" 11'.8" 10'.10" g' 11' 91 B-4" T.l1" <br /> 60" 11 '.1" 10']" 'JS 8S" 7' -11" 7' -6" <br /> 66" 10'.7" 9-10" g'-O" 8]" 7'T T-2" <br /> 72" 10'.1" g'-S" 8'-8' 7'.11" T.]" 6'-10" <br /> 78" 9'.S" 9-0" R'.4" 7'7" 6'-11" 6'-7' <br /> 84" 9'.4" 8'8" 1 II" 1'-4 " 6'-8" 6'-4" <br /> 90" 9'.0" 8S 7 g' 7'. ," 6'.6" 6'-2" <br /> 2"' x 4" x 0 050" Hollow ExtrUSion <br /> Wind lone <br /> Load 102 M.PH I 110 MPH 120 ""PH I 130 ""PH I 140 M.P.H. 150 MPH. <br /> Width Applied Load <br /> 8 # /Sq. Ft g II /Sq Ft 10 II/Sq Ft 12 II /Sq. Fl 15 # ISq. Ft. 16 II/Sq. Ft. <br /> 36" 19' f" IH'r Ii> lJ' 1~' -4 ~ 14'.0' , ]'.4" <br /> 42" 18'.1" 16.10' IS .6" 14'2" 12'-11" "2'.4" <br /> 48" '6'-11" 15'9" 14 6" 13'-]" 12'-2" .. 1'.6" <br /> 54" 15'.11" 14'-' 0' 1]'8" 12'.6" 11'.5" 10'.10" <br /> 60" 15'-2'" 14'.1" 12' 11" 11'.10" 10'.10" '0'-4" <br /> 66" 14'-5" 1]'-5" 12'-4" 11'-4 " 10'-4" 9'.10" <br /> 72" 1]' 10" 12'.10" 11' 10" 10'-10" g'-11" g'S <br /> 78" 13'-]" 12'-4" 11'.4" 10'5" 9'.6" 9'.1" <br /> 84" 12'-10" 11 11" la' 11" 10'0" g'-2" S'.g" <br /> ~ 90" 12'-4" 11'6" 10' r g.S" 8'-10" S'-S" <br /> Notes: <br /> Glass Rooms' The addition of aluminum frame Windows With glass panes that are deSigned <br /> to 110 M.P.H. Wind load requirements to the above upright sizes Increilses the strengt!, so <br /> that additional framing IS not required <br /> Using screen panel width "W (See typical glass room draWing ), select upnght reqtJlfed <br /> from the maximum height allowed for each extrusion. <br /> Screen Splines on ]" side. extrusion turned with 3" Side parallel to sole plate <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br /> PO BOX 4368. SOUTH DAYTONA. FL 32121 <br /> TELEPHONE (904) 161-4774 <br /> FAX (904) 167~556 <br /> SEAL <br /> PAGE <br />@ COPYRIGHT 2000 <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E BENNEn. P E 3-21 <br />
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