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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 />SECTION 3 <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />,. <br /> <br />Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen <br />and I or Vinyl [Open] Rooms with Solid Roofs <br />Aluminum Alloy 6063 T ~ <br /> <br /> Wind Zone <br /> 102 MPH I 110MPH I 120 MPH , 130MPH I 140 MPH I 150 MPH <br /> Applied Load <br /> 17 ## / Sa, FtJ 20 ## / SQ. Ft~ 24 ## / Sa. Ft12S ## / SQ, Ft132 ## / SQ. FtJ 37 ## / SQ. Ft <br />Load Width 3" x 2" x 0,045" <br />5' 6'-6" 6'-0" 5'-6" 5'-1" 4'.9" 4'.5" <br />6' 5'-11" 5'.6" 5'.0" 4'.S" 4'-4" 4'-0" <br />7' 5'.6" 5'.1" 4'-S" 4'-4" 3'.11" 3'-9" <br />8' 5',1" 4'.9" 4'-4" 4'.0" 3'.9" 3'.6" <br />9' 4'-10" 4'.6" 4'-1" 3'.10" 3'.6" 3'.3" <br />10' 4'.7" 4'.3" 3'.11" 3'.7" 3'-4" 3'-1" <br />11' 4'-4" 4'.1" 3'-9" 3'.5" 3'-2" 2'.11" <br />12' 4'.2" 3'.11- 3'.7" 3'.3" 3'.1" 2'.10" <br />Load Width 2" x 3" x 0.045" <br />5' ~ 6'.3" S'.g" 5'.3" 4'.11" 4'.7" <br />6' S'.S" 5'.3" 4'.10" 4'.6" 4'.2" <br />7' 5'.8" 5'.3" 4'.10" 4'-6" 4'-2" 3'.10" <br />8' 5'-4" 4'-11" 4'.6" 4'.2" 3'.10" 3'.7" <br />g' 5'.0" 4'.8" 4'.3" 3'.11" 3',8" 3'-5" <br />10' 4'.9" 4'.5" 4'.1" 3'-9" 3'.6" 3'.3" <br />11 ' 4'.6" 4'.2" 3'.10" 3'.7" 3'-4" 3'-1" <br />12' 4'-4" 4'.0" 3'-8" 3'.5" ]'-2" 2'-11' <br />Load Width 2" x 4" x 0.050" <br />5' 10'.1" g'.S" 8'-7" 7'.11" 7'-4" 6'-11" <br />6' 9'.3" 8'.7" 7'.10" 7'.3" 6'.9" 6'.3" <br />7' 8'.]" 7'.11" 7'.3" 6'-9" 6'.3" 5'-10" <br />S' 7'-11" 7'-5" 6'.10" 6'.3" 5'-10" 5'-5" <br />g' 7'-6" 7'.0" 6'S 5'.11" 5'-6" 5'.2" <br />10' 7'.2" 6'.S" 6'-1" 5'-7" 5'.3- 4'.10- <br />11' 6'.10" 6'.4" 5'-10" 5'-4- 4'.11- 4'.8" <br />12' 6'.6" 6'.1" 5'7" 5'-2" 4'.9' 4'-5" <br /> <br />Note: <br />Glass Rooms: The addition of aluminum frame Windows With glass panes that are deslgnod to 110 MPH <br />wind load requirements to the above upright sizes Increases the strength so that additional framing IS not required <br />Tables assume extrusion oriented with longer extrusion dimension parallel to applied load <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELE~NE(904)787~774 <br />FAX (904) 767~556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />3-18 <br /> <br />~ <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LA\l\lRENCE E BENNETT, P E <br />
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