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02-1407
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02-1407
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Last modified
3/6/2009 2:54:37 PM
Creation date
11/16/2006 8:28:14 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1407
Building Department - Name
DATON,GLEN
Address
38300 11TH AV
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<br />SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS <br />Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow extrusions <br /> For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures <br /> For 3 second wind gust at 110 ,MPH velocItY: using design load of 12 "SF <br /> Aluminum Alloy 6063 T-6 <br /> Tributary Load Width W . Purlln Spacing <br /> Sections 3'-0'" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-6" I 6'-0" I 8'-6" I 1'-0" I 1'-41" <br /> Allowable Height 'W I bending 'b' Of deflection 'eI' <br />r x 2" x 0.044" Hollow 1'.11" d r-r d 1'-3" d 8'.11" d 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-8" b 5'-5" b <br />r x 2" x 0,055" Hollow 8'-5" d 8'-0" d 1'-8" d 1'-5" d 1'.2:' d 6'-11" d 6'-8" b 6'.5" b 6'-2" b 5'.11" b <br />3" x r x 0.045" Hollow S'-10" d 8'-4" d 1'-11" d 1'-8" d 1'-5'" d 1'-2:' d 6'-11" d 6'.9" b 6'-6" b 6'-4" b <br />3" x 2" x 0.070" Hollow 10'-6' d 9'-11" d 9'-6" d 9'-2" d S'-10' d s'-r d 8'-4" d 8'.1" d T-11" d T-9" d <br />2" x 3" x 0.045" Hollow 11'..{)" d 10'-S" d 10'''{)" d 9'-r d 9'-3" d 8'.11" d 8'-9" d S'-6" d S'-4" d 8'..{)" b <br />2" x 4" x 0.050" Hollow 14'-11" d 14'-3" d 13'-6" b 12'-8" b 12'-1" b 11'-6" b 11'..()" b 10'-7" b 10'-2:' b 9'-10" b <br />2" x 5" x 0.050" S.M.B. 20'-2" d 19'-1" d 18'-3" d 1T-7" d 16'-9" b 15'-11" b 15'-3" b 14'-8" b 14'-2" b 13'-8" b <br />r x 6" x O.OSO" S.M.B. 23'-6" d 22'-4" d 21'-4" d 20'-5" b 19'-4" b 18'-5" b 11'-8" b '6'.". b 16'-4" b 15'.9" b <br />Spans I heights may be Interpolated. <br />Table 3.2.1,,120 Allowable Upright Heights, Chair Rail Spans or Header Spans" Hollow extrusions <br /> For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures <br /> For 3 second wind gust at 120 MPH velocity; using design load of 14 "SF <br /> Aluminum Alloy 6063 T-6 <br /> Trlbutllry Load Width W' · Purlln Spacing <br /> Sections 3'-0'" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-41" I 6'-0" -I 6'-6" I 1'-0" I 1'-41" <br /> Allowable Height 'H'I bending 'b' or cIetIectIon 'eI' <br />2" x 2" x 0.044" Hollow T-r d T-2" d 6'.11" d 6'-6" b 6'.2:' b 5'.11" b 5'-8" b 5'-5" b 5'-3" b 5'-1" b <br />r x 2" x 0,055" Hollow 8'..{)" d T-7" d T..." d r..{)" d 6'-9" b 8'.5" b 6'.2:' b 5'.11" b 5'06" b 5'-6" b <br />3" x 2" x 0,045" Hollow 8'-4' d T-11" d T-7" d 1''''" d T-1" d 6'-10" b 6'-e- b 6'-3" b 8'..{)" b 5'-10" b <br />3" x r x 0,070" Hollow S'-11" d 9'-5" d 9'..()" d 8'-8" d 8'-6" d 8'-1" d 1'-11" 'd T-8" d T-e- d T..." d <br />r x 3" x 0.045" Hollow 10'-S" d 9'-11" d 9'-a- d 9'-2" d S'-10" d 8'.r d 8''''" d T-11" b 1'06" b T-S" b <br />r x 4" x O,OSO" Hollow 14'-3" d 13''''" b 12'-a- b 11'-9" b 11'-2:' b 10'-8" b 10'-2:' b 9'.9" b 9'-6" b 9'.1" b <br />2" x 5" x 0.050" S.M.B. 19'-1" d 18'.2" d 11''''" b 16'-4" b 15'-6" b 14'.Q" b 14'-2:' b 13'-7" b 13'-1" b 12'-8" b <br />2" x 6" x O,OSO" S.M.B, 22'''''" d 21'-3" d 20'..()" b 18'.10" b 1T.11" b 17'.1" b 16'-4" b 15'-8" b 15'-2" b 14'.r b <br />Spans may be Interpolated. <br />Table 3.2.1-130 . Allowable Upright Heights, Chair Rail Spans or Header Spans. Hollow extrusions <br /> For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures <br /> For 3 second wind gust at 130 MPH velocity; using design load of 16 "SF <br /> Aluminum Alloy 8083 T -41 <br /> Trlbutarv Load Width W' . Purlln SDllClna <br /> SectIons 3'-0'" T 3'-6" T 4'-0" I 4.... I 5'-0" I 5.... T r-o" 'I' r-6" I 1'-0" I 1'''' <br /> Allowable Hell ht 'H'I bendlna 'b' Of deftectJon 'eI' <br />r x 2" x 0.044" Hollow T-3" d 6'-11" d 6'-a- b 6'-1" b 5'-9" b 5'-6" b 5'-3" b 5'.1" b 4'-11" b 4'-9" b <br />r x 2" x 0.055" HoUow Nl" d 1'''''" d 6'-11" d 6'-8" b 6''''" b 6'..()" b 5' -S" b 5'-8" b 5'-4" b 5'-2:' b <br />3" x 2" x 0.045" HoUow T.11" d T-r d T-3' d 6'-11" d 6'-8' b 6''''" b 6'-1" b 5'-10" b 5'-8" b 5'-6" b <br />3" x 2" x 0.070" Hollow 8'-6" d 9' ..()" d 8'06" d 8''''" d 8'..{)" d TJ.1' d r.r d 1''''" d 1'.2' d T..()" d <br />2" x 3" x 0.045" Hollow 10'..()" d 9'-8" d 9'-1" d 8'-9" d 8'-S" d 8'-1" b 1'-9' b T-a- b T-2" b 6'-11" b <br />r x 4" x 0.050" Hollow 13'-6" b 12'-6" b 11'-8" b 11'..()" b 10'-5" b 9'.11" b 9'-6" b 9'-2:' b 8'.10" b 8'-6' b <br />2" x 5" x O.OSO" 8.M,B. 18'-3" d 1T-4" b 16'-3' b 15'-3' b 14'-6" b 13'.10' b 13'-3" b 12'.9" b 12'-3' b 11'-10" b <br />2" x 6" x 0.050" 8.M,B. 21'-4" d 20'..{)" b 18'.9' b 1T-8" b 16'-9" b 15'-11" 15'.3" b 14'-8" b 14'-2" b 13'-8" b <br />Spans may be Interpolated. <br /> Lawrence E. Bennett, P.E. <br /> CNU. ENGINEER - DEVELOPMENT CONSUL rANT <br /> P.O. BOX 43611, soum DAYTONA, Fl32121 <br /> TElEPHONE (386) 767..n~ <br /> FAX (386) 767~556 <br />SEAL <br />PAGE <br /> @ COPYRIGHT 2002 <br />3-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNf:TT, P.E. <br /> <br />.~ <br /> <br />J <br /> <br />~ <br />
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