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99-8800
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99-8800
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Last modified
3/4/2009 4:08:49 PM
Creation date
8/31/2006 2:36:22 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
99-8800
Building Department - Name
GREGG,BILL
Address
6921 NORTH LAKE DR
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<br />- <br /> <br />e <br /> <br />- <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />.F.1n~IfiIli. Allowable Beam Spans - Hollow Extrusions for Screen <br />and I or Vinyl [Open] Rooms with Solid Roofs <br /> <br />Aluminum Allov 6063 T-6 <br /> Wind Zone <br /> 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH <br /> Applied Load <br /> 17 # / 5ii Ft. 20 # / Sa. Ft. I 23 # / Sa, Ft. I 26 #/ Sa. Ft. I 32 # / Sa. Ft. <br />Load Width 2" x 2" x 0.032" <br />5' 6'-3" S'-9" S'-4" S'-O" 4'-6" <br />6' S'-8" S'-3" 4'-11" 4'-7" 4'-2" <br />7' S'-3" 4'-10" 4'-6" 4'-3" 3'-10" <br />8' 4'-11" 4'-6" 4'-3" 3'-11" 3'-7" <br />9' 4'-8" 4'-3" 3'-11" 3'-9" 3'-S" <br />10' 4'-S" 4'-1" 3'-9" 3'-7" 3'-3" <br />11' 4'-2" 3'-10" 3'-7" 3'-S" 3'-1" <br />12' 4'-0" 3'-8" 3'-5" 3'-3" 2'-11" <br />Load Width 2" x 2" x 0,036" <br />5' 6'-9" 6'-3" 5'-10" 5'-6" 4'-11" <br />6' 6'-2" S'-8" 5'-4" 5'-0" 4'-6" <br />7' 5'-9" S'-3" 4'-11" 4'-8" 4'-2" <br />8' 5'-4" 4'-11" 4'-7" 4'-4" 3'-11" <br />9' S'-l" 4'-8" 4'-4" 4'-1" 3'-8" <br />10' 4'-9" 4'-S" 4'-1" 3'-10" 3'-6" <br />11' 4'-7" 4'-3" 3'-11" 3'-8" 3'-4" <br />12' 4'-4" 4'-0" 3'-9" 3'-6" 3'-2" <br />Load Width 2" x 2" x 0.044" <br />5' 7'-S" 6'-10" 6'-4" S'-ll" S'-S" <br />6' 6'-9" 6'-3" S'-10" S'-6" 4'-11" <br />7' 6'-3" S'-9" S'-4" S'-l" 4'-7" <br />8' S'-10" S'-S" S'-O" 4'-9" 4'-3" <br />9' S'-l" 4'-9" 4'-S" 4'-0" <br />10' S'-3" I 4'-10" 4'-6" 4'-3" 3'-10" <br />11' 4'-11" I 4'-7" 4'-3" 4'-0" 3'-8" <br />12' 4'-9", I 4'-S" 4'-1" 3'-10" 3'-6" <br />Load Width 2" x 2" x 0.055" <br />5' 8'-1" 7'-S" 6'-11" 6'-6" S'-11" <br />6' 7'-S" 6'-10" 6'-4" S'-ll" S'-S" <br />7' 6'-10" 6'-4" S'-10" 5'-6" 4'-11" <br />8' 6'-S" S'-ll" S'-6" S'-2" 4'-8" <br />9' 6'-0" S'-7" S'-2" 4'-10" 4'-S" <br />10' S'-9" S'-3" 4'-11" 4'-7" 4'-2" <br />11' S'-S" S'-O" 4'-8" 4'-S" 3'-11" <br />12' S'-3" 4'-10" 4'-6" 4'-3" 3'-10" <br /> <br />Example: <br />For 2" x 2" x 0.044" Extrusion beam span is distance between uprights: to enter table roof panel projection of <br />14'-0" find load width; <br />L.W. = 14'/2 + 2' Q,H. = 9' Enter table on left under load width Load Width = 9'-0" Read span under <br />appropriate load; <br />Live Load@ 17 #/ Sq.Ft./l02 M.P.H. Load Beam Span = <br />Note: <br />Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. <br />wind load requirements to the above upright sizes increases the strength so that additional framing is not <br />required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load <br /> <br />5'-6" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE <br /> <br />SECTION 3 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />89 <br />
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