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01-0845
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01-0845
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Last modified
3/6/2009 2:40:39 PM
Creation date
11/1/2006 9:18:24 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0845
Building Department - Name
GRIFFITH,STEVEN
Address
3509 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 ..e <br /> <br /> Wind Zone <br /> 102 MPH I 110 MPH I 120 MPH I 130 MPH I 140 MPH I 150 MPH <br /> Applied load <br /> 17'" SQ. FU 20'" SQ, FU 24'" Sa, FU 28" I Sa. FtJ 32'" Sa. FtJ37'" Sa, 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'-8" 4'-4" 4'-0" <br />7' 5'-6" 5'.1" 4'-8" 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'.9" 6'.3" 5'.9" 5'.3" 4'.11" 4'.7" <br />6' 6'.2" 5'-8" 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 />9' 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" 3'.2" 2'-11" <br />Load Width 2" x 4" x 0.050" <br />5' 10'.1" 9'.5" 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" 7'.11" 7'-3" 6'.9" 6'-3" 5'-10" <br />8' 7'-11" 7'.5" 6'.10" 6'-3" 5'.10" 5'-5" <br />9' 7'--6" 7'-0" 6'-5" 5'.11" 5'.6" 5'-2" <br />10' 7'-2" 6'.8" 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 thai are designed to 110 M.P,H, <br />wind load requirements to the above upright sizes increases the strength so that addilional framing is nol 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, SOUTM DAYTONA, Fl 32121 <br />TELEPHONE (904) 787-4774 <br />FAX (904) 787-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />3-18 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br />
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