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GLASS ROOMS: SOLID WALLS AND COVER. TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 31 05 H~28 ALLOY WIND LOADS: GLASS ROOMS, UTILITY ROOMS, SHEDS, AND OTHER ENCLOSED BUILDINGS O.H. CONDITION NO O. H. 3"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3"x 0.032" 100 MPH W. L. 14'-0" 110 MPH W. L. 12'-9" 120 MPHW.L. 11'-11" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O. H. 3"x 0.026" 20 #/SF L. L. 30 #/SF L. L. 3"x 0.032" 20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" 1. TOTAL R:>OF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, 2. THE SMALLEST VALU~ OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE WIND LOADS GLASS ROOMS, UTILITY ROOMS, SHEDS, AND OTHER ENCLOSED BUILDINGS. 3"x 0.026" 100 MPHW.L. 11'-5" 11'-r 12'-1" 12'-11" 110 MPHW.L. 10'-4" 10'-r 11'-1" 12'-0" 120 MPHW.L. 9'-8" 9'-11" 10'-6" 11'-5" 3"x 0.032" , 1 00 MPH W. L. 12'-4" 12'-5" 13'-0" 13'-9" 110 MPHW.L. 11'-3" 11'-5" 11'-11" 12'-9" 120 MPH W.L 10'-6" 10'-8" 11'-3" 12'-1" 4"x 0.026" 100 MPHW.L. 11'-8" 11'-10" 110 MPH W. L. 10'-r 10'~10" 120 MPH W. L. 9'-11" 10'-1" 4"x 0.032" 100 MPH W. L. 13'-10" 14'-0" 110 MPH W. L. 12'-r 12'-9" 120 MPH W, L. 11'-10" 12'-0" LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 3"x 0.026" 22#/SF 32#/SF 3"x 0.032" 22#/SF 14'-2" 14'-4" 14'-9" 32#/SF 11'-9" 11'-11" 12'-5" 4"x 0.026" 22#/SF 13'-5" 13'-6" 14'-0" 32#/SF 11'-1" 11'-3" 11'-9" 4"x 0.032" 22#/SF 15'-11" 16'-0" 16'-5" 17'-0" 32#/SF 13'-2" 13'-4" 13'-9" 14'-6" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. 1'0. H. 11'-10" 10'-9" 10'-1" 12'-0" 10'-11" 10'-3" 14'-1" 12'-11" 12'-1" 1'0. H. 16'-1" 13'-1" 16'-2" 13'-3" TABLE 1 3'-1" 10'-10" 13'-2" 11 '-0" 13'-8" 11'-6" 2'0.H. 3'O.H. 12'-6" 11'-6" 10'-10" 13'-3" 12'-4" 11'-9" 14'-6" 13'-4" 12'-r 15'-2" 14'-1" 13'-4" 2'0.H. 3'0.H. 16'-7" 13'-8" 17'-2" 14'-5" 12'-4" 11'-4" 10'-8" 13'-1" 12'-2" 11'-7" 14'-5" 13'-3" 12'-5" 15'-1" 14'-0" 13'-3" 14'-5" 12'-5" 15'-5" 13'-2" 14'-8" 12'-r LAWRENCE E. BENNETT, P.E. CIVll. ENGINEER & DEVELOPMENT CONSUlTANT p, O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX /I 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJ\.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 5 76