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<br /> SOLID ROOF PANEL PRODUCTS SECTION 7
<br /> .
<br /> r ..."
<br /> M ---c:=- -~ "
<br /> L~r. " "
<br /> L------------ 48" 1
<br /> 1,0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY
<br /> PATENT # 4,769,963 AND 5,086,599
<br /> SNAP - N - LOCK PANEL @
<br />Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
<br /> Allowable Spans for Composite Roof Panels @ Various loads
<br /> Aluminum Alloy 3105 1-1-14, H-25 Foam Core E.P,S. 1# Density
<br /> Manufacturers Proprietary Products:
<br /> 3" x 48" x 0.019" Panels
<br /> Open Buildings Enclosed Buildings
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0"
<br /> --- --
<br />102 M.P.If. 17 14',7" 14'-0" 15'-1" 15'-9" 102 M,P.H. 30 10'-11" 11 '-2" 11'-6" 12'-6"
<br />110 M.P.If. 20 13'6" 13'-0" 1-1'-1" 14'-9" 110 M.P.H. 35 1 0'-2" 10'-5" 10'-11" 11'-10"
<br /> --
<br />120 M.P.II. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'-1"
<br /> 1-----
<br />130 M.P.II. 28 11 '-5" 11'-7" 12'-1" 12'-11" 130 M,P.H, 48 6'-B" 6'-10" 9'-6" 10'-6"
<br /> -'"------ -
<br />140 M.P.lt. 32 10'-7" 10'-9" 11'4' 12'-2" 140 M,P.If. 56 6'-0" B'-3" B'-ll" 10'-0"
<br /> "--"-- ,--- t--.
<br />150 M.P.II. 37 9'-11" 10'..1" 10'-8" 11'-1" 150 M.P.H, 64 1'-6" T-9" 6'-6" g'-7"
<br /> 3" x 46" x 0,024" Panels
<br /> Open Buildings Enclosed Buildings
<br />Wind Applied _, Overhang Condition Wind Applied Overhang Condition
<br /> ,-~~ ~!~ NONE 1'-0" 2',~" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
<br />'102 M.P.II. 17 16'-4 " 16'-5" 16'-10" 11'-5" 102 M.P.II. 30 12'-4" 12'-6" 12'-11" 13'-9"
<br /> f----
<br />110 M.P.II. 20 lS',2" 15'-3" 15'8" 16'-4" ~!'1,P.li. 35 11',5" 11'-6" 12'-2" 12'-11"
<br /> ----'.'- ----
<br />120 M,P.II, 24 13'-11" 14'-0- 1-1'5" 15'-2" rE? ~.P.II, 41 10'-6" 10'-6" 11'-3" 12'-1"
<br /> ----, -
<br />130 M.P.II. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.II, 48 9'-6" 9'-11" 10'-6" 1 !:E.
<br /> .-------.-.- --- --- -- - "----
<br />1010 M.P,lt J2 11'-11 " 12'-1" 12'-7" 13'-4" 140 M.P.If. 56 0'-11" 9'-3" 9'-10" 10'-10"
<br /> --------. 10'.4"
<br />'150 M.I'.II. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 6'-5" B'-6" 9'-4"
<br /> -
<br /> 3" x 46" x 0,030" Panels
<br /> -- ... ...
<br /> Open Buildings Enclosed Buildings
<br /> ------
<br />Wind Appllod Overhang Condition Wind Appllod Overhang Condition
<br /> ----, --
<br /> _~cglon ._ Load NONE 1'-0" 2',0" 3',-0" Region _ Load NONE 1'-0" 2'-0" 3'-0"
<br /> ----- --- -- -- -- -- ~
<br />102 M.P.II. 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M.P.II, 30 14'-2" 14'-4" 14'-9" lS'-5"
<br /> .----.--.- --
<br />110 M,P,It. 20 17'-S" 11'-7" 17'-11 " 18'-5" 110 M,P,I-I, 35 13'-2" 13'-4" 13'-9" 14'.6"
<br /> -----.. -- .
<br />120 M.P,II. 24 lS'.ll" 16'-1" 16'-6" 11'.1" 120 M,P.II, 41 12'-1" 12'-3" 12'-9" 13'-6"
<br />--, --
<br />130 M,P,It. 28 14'-9" 14'-11" 15'4" lS'-11" 130 M.P.II. 48 11'-2" 11'-4" 11'.10" 12'-6"
<br /> "--,---- -- 1--- --
<br />140 M,P.It, 32 13'-6" 13'-10" 14'-3" 14'-11' 140 M.P.I-I, 56 10'-4" 10'-7" 11'-1" 11'-11 "
<br /> ---.- - --
<br />150 M.I'.It, 37 12'-9- 12'-11" 13'5" 14'-2" 150 M.P.II. 64 9'-6" 9'-10" 1 0'.6" 11'-5"
<br /> ---
<br />Note: Tolal roof pallel widlh = room width plus wall widlh plus overhang,
<br /> ---
<br />----~ Lawrence E. Bennett, P.E.
<br />BTRUCTALI:. CIVIL ENGINEER - DEVELOPMENT CONSUL rANT
<br />,liUii:5iiiiii"'iiviiTiiiiiiii- 1 PO, BOX 4368, SOUTH DAYTONA, FL32121
<br /> 3S0 BURBANK, OLDSMAR, FL 3413 7-4906 lELEPHONE (904) 767-4774
<br />LOCAL (813) 855-2621 FAX (904) 767-6556
<br />NATIOI~WIDE 1-BOO-969-37(o->
<br />FAX (813) 854-2802 SEAL
<br /> PAGE
<br />@ COPYRIGHT 2000
<br /> NOl ro BE REPRODUCED IN WHOLE OR IN PARr WIl f: ' THE WRI TEll PEP' ii 0F LAWRENCE E, BENNETT, P,E, 7-35
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