02-1406 - Laserfiche WebLink

Browse Search

SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 110 MPH velocity; using design load of 12 fIISF Aluminum Alloy 6063 T -6 Tributary Load Width W' . Purlln Spacing Sections 3'.(J-' I 3'-6- I 4'.(J- I 4'-6- I 5".(J- I 5"-6- I 6'.(J- I 6'-6- T.(J- r T-6- Allowable Height 'W J bending 'b' or deflection 'cr r x 2- x 0.044- Hollow T-11" d T-T' d T-3" d 6'-11" d 6'-8" b 6'-4. b 6'-1. b 5'-10" b 5'-8" b 5'-5" b r x 2- x O.OSS"' Hollow 8'-5" d 8' .()" d T-8. d T-5" d 7'-r d 6'-11. d 6'-8. b 6'-5. b 6'-r b 5'-11. b 3" x r x 0.04S"' Hollow 8'-10" d 8'-4. d T-11. d T-8. d 7'-5" d T-2. d 6'-11. d 6'-9. b 6'-6. b 6'-4. b 3- x 2- x 0.070- Hollow 10'-6" d 9'-11" d 9'-6. d 9'-2. d 8'-10. d 6'-7" d 8'-4. d 8'-1. d 7'-11. d T-9. d 2- x 3- x 0.045- Hollow 11'.()" d 10'-5. d 1O''()" d 9'-T' d 9'-3. d 8'-11. d 8'-9. d 8'-6" d 8'-4. d 8'-0" b 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'-0" b 10'-7" b 10'-2" b 9'-10. b 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 2" x 6- x O.OSO- S.M.B. 23'-6" d 22'-4. d 21'-4. d 20'-6" b 19'-4. b 18'-6" b 1T-8. b 16'-11. b 16'-4. b 15'-9" b Spans I heights may be Interpolated. Table 3.2.1-120 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 120 MPH velocity; using design load of 14 fIISF Aluminum Alloy 6063 T-6 Tributary Load WIdth W' · Purtln Spacing SectIons 3'.(J- I 3'-6- I 4'.(J- I 4'-6- I 5".(J- I 5""'- I 6'.(J- I 6'-&- I T.(J- I T...- Allowable Height ..... I bending 'b' or detlectlon 'cr 2- x 2- x 0.044- Hollow T-T' d 7'-2" d 6'-11. d 6'-6. b 6'-r b 5'-11. b 5'-8" b 5'-5. b 5'-3" b 5'-1. b 2" x 2- x 0.055" Hollow 8' .()" d 7'-T' d 7'-4. d T-O" d 6'-g. b 8'-5. b 6'-2. b 5'-11. b 5"-8. b 5'-6" b 3- x 2- x 0.045- Hollow 8'-4" d T-11" d T-T' d T-4. d 7'-1. d 6'-10" b 6'-8" b 6'-3. b 6'.0. b 5'-10" b 3- x 2- x 0.070- Hollow 9'-11. d 9'-5" d 9'-0" d 8'-8. d 8'-6" d 8'-1. d T-11. 'd T-8. d 7'-6" d 7'-4. d 2" x 3- x 0.045- Hollow 10'-5" d 9'-11. d 9'-8" d 9'-2. d 8'-10" d 8'_7" d 8'-4. d T-11. b T-8. b 7'-5. b 2" x 4- x 0,050- Hollow 14'-3" d 13'-4. b 12'-6" b 11'-9" b 11'-2" b 10'-8. b 10'-2" b 9'-9" b 9'-6" b 9'-1. b 2" x 5" x 0.050- S,M.B. 19'-1" d 18'-2. d 1T-4. b 16'-4. b 15'-6. b 14'-&" b 14'-2" b 13'-7" b 13'-1. b 12'-8. b 2- x I- x 0.050- S,M.B. 22'-4" d 21'-3. d 20'-0" b 18'-10. b 17'-11. b 17'-1. b 16'-4. b 15'-8. b 15'-2. b 14'-7" b Spans may be Interpolated. Table 3.2.1-130 . Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 130 MPH velocity; using design load of 16 fIISF Aluminum Alloy 1063 T'" Trlbutarv Load Width W' . Purlln Spacing SectIons 3' .(J- 3'-6- r 4'.(J- 4..... I 5'.(J- I 5'.... I I'.(J- I 1''''- I T.(J- I T.... Allowable Hel ht 'H' J bendlna 'b' or deftectJon 'eI' 2" x 2- x 0.044- Hollow 7'-3. d 6'-11. d 8'-6" b 8'-1. b 5'-9. b 5'-6" b 5'-3. b 5'-1. b 4'-11. b 4'-9. b 2" x 2- x 0.055" HoUow T-fl" d T-4" d 8'-11. d 6'-8. b 6'-4. b 6'-0" b 5'-9" b 5'-8" b 5'-4. b 5'-r b 3- x 2" x 0.045"' HoUow 7'-11" d 7'-T' d T-3. d 6'-11. d 6'-8. b 6'-4. b 6'-1. b 5'-10" b 5'-8. b 5'-6" b 3- x 2" x 0.070- Hollow 9'-6. d 9'.0" d 8'-8" d 8'-4" d 8'.0. d 7'-9" d T-7" d T-4. d T-2" d 7'..fJ" d 2" x 3- x 0.045"' HoRow 10'.()" d 9'-6. d 9'-1. d 8'-9. d 8'-5. d 8'-1. b T-9. b 7'-8" b T-2" b 6'-11. b r x 4- x 0.050- Hollow 13'-6" b 12'-6. b 11'-8" b 11'-0" b 10'-5" b 9'-11. b 9'-8" b 9'-2" b 8'-10" b 8'-6. b r x 5" x O.OSO- S.M.B. 18'-3" d 1T-4" b 16'-3. b 15'-3. b 14'-8" b 13'-10. b 13'-3. b 12'-9. b 12'-3. b 11'-10. b 2" x 6" x O.OSO- S.M.B. 21'-4. d 20'.()" b 18'-9" b 17'-8" b 16'-9. b 15'-11. 15'-3. b 14'-8. b W-2. b 13'-8. b Spans may be Interpolated. Lawrence E. Bennett, P.E. CMl ENGINEER - DEVELOPMENT CONSUL rANT P.O. BOX 4368, sovrn DAYTONA, Fl32121 TElEPHONE (386) 767-4n4 FI\X (386) 7ff7 ~556 SEAL PAGE @ COPYRIGHT 2002 3-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ._) ..J -Y