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<br />SECTION 7
<br />
<br />Wind
<br />Realon
<br />102M.P.ll.
<br />110 M,r,ll,
<br />120 M.r,lI.
<br />125 M.P,H.
<br />140 M,P,II.
<br />
<br />r---
<br />
<br />'1hC:.. ,"
<br />
<br />.
<br />C')
<br />
<br />L
<br />
<br />SOLID ROOF PANEL PRODUCTS
<br />
<br />'>:.:...;2:=-
<br />
<br />....
<br />.-e:::..:::;.:....
<br />
<br />-f:...."..,.".:.... .
<br />
<br />
<br />
<br />
<br />L -- ------~ 48"
<br />
<br />. . . . . . . . . .
<br />,. ....................
<br />
<br />., .::::: :':.',::: ,: ::,:::: ::;.,;;;
<br />
<br />1
<br />
<br />FOAM - 1.0# DENSITY E, p, S,
<br />ALUMINUM 3105 H-14 OR H-25 ALLOY
<br />PATENT # 4,769,963 AND 5,086,599
<br />
<br />SNAP - N - LOCK PANEL @
<br />SCALE: 1/4" = 1"
<br />
<br />Wind
<br />Relllon
<br />102 M,P,H,
<br />110 M,P,H.
<br />120 M.P.II,
<br />125 M,P,H.
<br />140 M,P,H,
<br />
<br />3" x 48" x 0,024" Panels
<br />ODen Bulldlnas
<br />Applied Overhan
<br />Load NONE 1'.0"
<br />17 16'-4" 16'-6"
<br />20 15'-1" 15'-2"
<br />23 14'-1" 14'-2"
<br />26 13'-3" 13',4"
<br />32 11'-11" 12',1"
<br />
<br />.F.1m~A:I. Structall Building Systems Ine:, Sn~p & Lock @ Composite Roof Panels
<br />Allowable Spans for Composite Roof Panels @ Various Loads
<br />Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# DensIty
<br />Manufacturers Proprietary Product!~:
<br />
<br />3" x 48" x 0,019" Panels
<br />ODen Bulldlnas
<br />Applied Overhan
<br />Load NONE 1'-0"
<br />17 14'.7" 14',6"
<br />20 13'.5" 13','"
<br />23 12',6" 12'.8"
<br />26 11'-9" 11'.11"
<br />32 10'-7" 10'.10"
<br />
<br />Wind
<br />Realon
<br />102 M,P.H.
<br />110 M,P,H,
<br />120 M,P.H,
<br />125M.P.l1.
<br />140 M.P.H,
<br />
<br />3" x 48" x 0,030" Panels
<br />ODen Bulldlnas
<br />Applied Overhan
<br />Load NONE 1'.0"
<br />17 18'.10" 18'-11"
<br />20 17'.4" 17'.6"
<br />23 16'-2" 16'-4"
<br />26 15'.3" 15'-4"
<br />32 13',9" 13'.10"
<br />
<br />Condition
<br />2'.0" 3',0"
<br />15'-1' 15',9"
<br />14'0' 14'-8"
<br />13'.2' 13',11"
<br />12'-5" 13',3"
<br />11'-4' 12'.2"
<br />
<br />Condition
<br />2'-0" 3',0"
<br />16'.10" 17'-5"
<br />15'-7" 16'.3"
<br />14'.7" 15'.3"
<br />13'-10" 14'-0"
<br />12',7" 13'.4"
<br />
<br />Condition
<br />2'-0" 3'-0"
<br />19',3" 19'-9"
<br />17'.10" 18'.4"
<br />16'.8" 17'.3"
<br />15'-9" 16'-4"
<br />14'-3" 14'-11"
<br />
<br />Wind
<br />Region
<br />102 M,P,H.
<br />110 M.P,II.
<br />120 M,P.H,
<br />125 M.P,Il,
<br />140 M.P,H.
<br />
<br />Wind
<br />ReQlon
<br />102M,P.l1.
<br />110 M,P.li,
<br />120 M,P.l1.
<br />125 M,P,II.
<br />140 M.P,H,
<br />
<br />Wind
<br />Reqlon
<br />102 M.P,Il.
<br />110 M,P,H,
<br />120 M,P.l1.
<br />125 M,P.Il,
<br />140 M.P.H,
<br />
<br />Enc osed Bulldlnas
<br />Applied Overnan
<br />Load NONE 1'-0'
<br />29 11'.2" 11'-4'
<br />35 10'-2" 10'....
<br />41 9'-4' g'.7'
<br />45 8'-11" 9'.2"
<br />56 8',0" 8'.3'
<br />
<br />Coiiilllfon
<br />2'-0'
<br />11'-10"
<br />10',11
<br />10'-2'
<br />9'-10"
<br />8'-11'
<br />
<br />.~
<br />.....11
<br />
<br />0-9'
<br />0-0
<br />
<br />Ene aBed BulldlnaB
<br />Applied Overhana Condition
<br />Load NONE 1'.0' 2 -0 j'-O
<br />29 12-6" 12',8' 13-2" 13'-10"
<br />35 11',5' 11'.7" 12-1' 12'.10
<br />41 10'.6" 10'.9" 11'-3" 12-1
<br />45 10',1' 10'-3" 10'-10" 11-8"
<br />56 9'-0' 9',3" 9'-10" 10;~il'
<br />
<br />Enclosed Build nas
<br />Applied Overhanc CondfUon
<br />Load NONE 1'-0" 2'.0" 3'-0"
<br />29 14'-5" 14'-7" 14 -11" 15'-7
<br />35 13'.1" 13'-3" 13',9" 14 -5'
<br />41 12'-1' 12.3' 12'-9' 13-6
<br />45 11',7" 11'.9" 12',3 13-0"
<br />56 10...." 10'-7' 11'-1''' n':lf"
<br />
<br />Note: lolal roof panel width = room width plU9 wall width plu9 overhang.
<br />
<br />Lawrence E. Bennett, P.E.
<br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
<br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121
<br />TELEPHONE (904) 767-4774
<br />FAX (904) 767-6556
<br />
<br />SEAL
<br />
<br />PAGE
<br />
<br />~
<br />BTRUCTALII
<br />I _UILDINII .V.T... I
<br />
<br />350 BURBANK, OLDSMAR. FL 34677-4906
<br />LOCAL (613) 855-2627
<br />NATIONWIDE 1.800--969-3706
<br />FAX (813) 854-2802
<br />
<br />'II
<br />"
<br />
<br />@ COPYRIGHT 1999
<br />194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
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