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99-9053
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99-9053
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Last modified
3/4/2009 4:08:02 PM
Creation date
9/6/2006 10:52:14 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
99-9053
Building Department - Name
WILLIAMS,BILL
Address
39721 AMETHYST LOT 203
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<br />SECt.ION 7 <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />.F.'1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H.14 or H.25 <br /> <br /> <br /> Enclosed Buildin s <br />Wind Applied Wind Applied Overhan Condition <br />Re ion Load NONE 3'-0" 4-0" Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" <br />102 M.P.H. 17 10'-11" 12'-6" 13'-7" 102 M.P.H. 29 8'-S" 8'.7" 9'-4" 10'.4" 11'1"" <br />110 M.P.H. 20 10'-1" 11'-9" 12'-11" 110 M.P.H. 35 7'-8" 7'-11" 8'-7" g'-g"" 11'-1'" <br />120 M.P.H. 23 g'-S" 11'-2" 12'-4" 120 M.P.H. 41 7'-1" 7'-4" 8'-1" 9'-3" 10'-S" <br />125 M.P.H, 26 8'-10" 10'-8" 11'-11" 125 M.P.H. 45 6'-9" 7'-0" 7'-10" g'O"" 10' 5" <br />140 M.P.H. 32 7'-11" 9'-11" 11'-4" 140 M.P.H. 56 6'-0" 6'-4" 7'.3" S" 6" 10' 0" <br /> <br />3" x 12" x 0.026" Riser Panels <br /> Ooen Buildinas Enclosed Buildinas <br />Wind Applied Overhano Condition Wind Applied Overhanq Condition <br />Realon Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Reaion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" <br />102 M.P.H. 17 13'-11" 14'-1" 14'-6" lS'-2" 16'-0" 102 M.P.H. 29 10'.8" 10'.10" 11'-4" 12'.3" 13'-4" <br />110 M.P.H. 20 12'-10" 12'-11" 13'.S" 14'.2" lS'.l" 110 M.P.H. 35 9'-8" 9'-11" 10'.6" 11"-S" 12"-7" <br />120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'-4" 14'-S" 120 M.P.H. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'-0" <br />125 M.P.H. 26 11'-3" 11'-5" 11'.11" 12'.9" 13'.10" 125 M.P.H. 45 8'.7" 8'-9" 9'-5" 10'-5" 11'.8" <br />140 M.P.H. 32 10'.2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M.P.H. 56 7'.8" 7'-11" 8".8" 9'.9" 11'.1" <br />3" ,,12" x 0.032" Riser Panels <br /> Ooen Buildinlls Enclosed BUlldlnas <br />Wind Applied Overhana Condition Wind Applied Overhano ConClition <br />Reaion Load NONE 1'.0" 2'-0" 3'-0" 4'-0" Realon Load NONE 1'-0" 2'-0" 3'.0" 4'.0" <br />102 M.P.H. 17 15'.5" 15'-6" lS'-ll'" 16'.6"' 17'.4" 102 M.P.H. 29 11".9" 11'.11" 12'.S" 13'.3" 14'-3" <br />110 M.P.H. 20 14'.2" 14'-4" 14'.9" 15'.5" 16'.3" 110 M.P.H. 35 10'.9'" 10'-11" 11'-5" 12'.:;," 13'-5" <br />120 M.P.H. 23 13'-3" 13'-5" 13'.10" 14'.6" 15'-6" 120 M.P.H. 41 9'.11" 10'.1" 10'8" 11'.7" 12'.9" <br />125 M.P.H. 26 12'.5" 12'-7" 13'.1" 13'-10" 14'.10" 125 M,P,H. 45 9'5" 9'8"' 10'.3" 11'1 12'-5" <br />140 M.P.H. 32 11'-3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 8'-6" 8'-9" 9'-4" 10'.5" 11'.8" <br /> <br />Note: Total roof panel width = room width plus wall Width plus overhang. <br /> <br />if:'li1~AII!. Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H-28 <br /> <br />3" x 12" x 0.019" Riser Panels <br /> ODen BuilClinos Enclosed Buildlllas <br />Wind Applied Overhanll COllClitJOn Wind Applied Overhano Condition <br />Rewon Loa<l NONE 1'.0" 2'-0" 3'-0" 4.0" Reqlon Loa<l NONE 1'.0" 2'.0" 3'.0" 4'.0" <br />102 M.P.H. 17 12'.9"" 12.11'" 13".4 " 14 ,.. 15'.0"' 102 M"P.H 29 9".9'" g.ll'" 10'.6"' 11"-5'" 12'.7" <br />110 M.P.H. 20 11" 9'" 1'".11"' 12' 'S 132"' 14".2"' 110 MPH 35 S".10"' 9 ,." g'.g"' 10.S" 11".11" <br />120 M.P.H. 23 10".11'" 11'"1 II'.b '.' G" H-7"" 120 MPH 41 S" ;'"" c' ";'" 0' I"" 10' :)" II" '0" <br />125 M.P.H. 26 10'-3" 10'-0" 11"-0 l' 11" H.O" 125 M.P.H 4S 7"10"" S .1'" S-9' 9'.10" 11'2'" <br />140 M.P.H. 32 9'.3" 9'.6" 10.1'" 11'-'"' 12'-3" 140 M.P.H" 56 7'-0" 7'-3" 0" 1'" ~..3" 10"-8"" <br />3" " 12" ,,0.026" Riser Panels <br /> ODell Buildinas Enclosed BUlldlnqs <br />Wind Al'plied Overhanu Condition Wind Applied Overhanq Con<lltlon <br />ReulolI Load NONE 1'-0" 2'-0" 3'.0" 4'.0" ReqJOII Loa<l NONE 1'.0" 2'.0" 3'-0" 4'-0" <br />102 M.P.H. 17 16'-2" 16'-3" 16'.8"' 17'-3" 18'.0" 102 M.P.H. 29 12" 4' 12'0" 12'.11"" 13"-9" 14'.9"' <br />110 M.P.H. 20 14'-11" 15'.0" 15'.5" 16'.1" 16'-11" 110 M.P.H. 35 11".3" 11"-5" 11'.11" 1:?'.~" 13".10" <br />120 M.P.H. 23 13'.11" 14'.0" 14'.S" lS'.l" 16'-0" 120 M.P.H. 41 1 O"S 10.7" 11'.2' 12".0"" 13" ,.' <br />125 M.P.H. 26 13'-1" 13'.2" 13'.S" 14'.4" 15'-4" 125 M.P.H. 45 g".ll"' Ie".,." 100K 11 '. T' 12"9' <br />140 M.P.H. 32 11'-9" 11'.11" 12'-5" 13".3" 14'.3" 140 M.P.H" 56 S'.11"' 9.1" ~i.9'" le'.9 " 11'"11" <br />3" x 12" x 0.032" Riser Panels <br /> Open Buildir1QS Enclosed Buildlnus <br />Wind Applied Overhana Condition Wind Applied Overhana Condition <br />Reqion Load NONE 1'-0" 2'.0" 3'.0" 4'.0" ReqJOn Load NONE 1'.0" 2'.0" 3'.0" 4'.0" <br />102 M.P.H. 17 17'.10" 17'-11" 1S'-4" 18'.lD" 19'.7" 102 M.P"H 29 13".8'" 13".10" 14'.3" 14'.11" 15'.10"' <br />110 M.P.H. 20 16'-6" 16'.7" 16'-11" 17".6" lS'.4" 110 MPH 35 12"-5" 12'.7" 13'-1" H-1O"' 14" 10" <br />120 M.P.H. 23 15'-4" 15'-6" lS'-ll" 16'.6" 17'-4" 120 M.P.H 41 11"-6" 11".8"" 12'.2" 12".11"" 14.0" <br />125 M.P.H. 26 14'.5" 14'.7" 14'.11" 15'.S" 16'.6" 125 M.P"H 4S 10'.1'" 11'.2" 11'.8" 12'-6"' 13'-7" <br />140 M.P.H. 32 13'-0" 13'.2" 13'.S" 14'-4" 15'-3" 140 M.P,H. 56 9'.10" 10".1" 10'-S" 11'-6" 12".S' <br /> <br />Note: Total roof panel width = room Width plus wall Width plus overhang <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br />P.O. BOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />178 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED iN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E <br />
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