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<br /> Table 1: Allov.rableSpans for Industl)' Standard Pans for Roof Overs
<br />~l~ ~' r Industry Standard Pan S~ctions
<br /> Aluminum Alloy ~105 H,14 or K-25
<br /> r.fT4 l(n~ x (J,019' Pan~ls '-314 x '2' X 0,019' Panels
<br />"'" "'" "'" Wind Applied Ove rh a ng Cond ition Wind Appli~d Overhang Condition
<br /> 1 1 Region load NUN!: "-0' 2'-0" 3"-0 Region Load NUN!: , ',0' Z'-o' 3'-0'
<br /> - HlZ MY.H. 5'-6' o.'u o-lU' ~-,,' lUZ M....,H. 11 0.11 1;>-4 (." ~ -I;> -
<br /> "0 M.P.H. "U )-1 . 0'-0' 6'-6" 7 -'0" 110 M.P,H. .:u ~ -0 O.lU o'.lU' ~'-,,'
<br /> 12" 23 4'-S' 5'.2" 6'.2" (-0' 1~U MY.H, ",j 0'.,,' 0'-6' 0'0 ( -11
<br /> 26 4'-0' 4'. l' 0'.1 1'-6' '25 M.P,H. ':1;> '1.1U o.,j' I;>-,j' ( -~'
<br /> 1 'IV M.....H. 32 4'-0' 4'-6" 0-0 (-,j 14U M.....H. J" 4.4' 4'.1 U 0"11 ( -~
<br /> 12"~WI,)E RISER [N>USTRY STANDARD} ROOF PANEL -r-!74.x '2' x 0,020" r:jpeTs , -3/4 x, 2' x 0,026' Panels
<br /> 'Wind .. Appli~d Ovemang Condition Wind Applied uverhang ~Oition
<br /> R~gjon Load NONE "-0' 2'-0' ~'-O R~gion Load NONE , '-0' 2'-0' 3'-0'
<br /> If "-8' 7 -1' 8'.7 g.g 102 M.P.H. 17 8'.0' 8'.3' ~.11 10'-0'
<br /> 0.0'145" ALLUU.t COVER PAN OR 110 M.P.H. 20 7',1 7.4 8'-, 9'-3" 110 M.P.H, "I) ('-0' "-8' 8'-0' 9'.6'
<br /> CONTN.JC)IJS AL~ SI-EET 12(JM.?R ,~ 6'.7' 0'-.10' 7 -8" 8'.11 120 M.P.H, 23 6.1 , 1'.2' 1'.11 9'.2'
<br />I r r 26 6'.2' 6'-6' 7 -4 8.7 '25 M.P.H. 26 6'-6 6'-9' ( . ( 1j',10'
<br /> t8 x 5/8" COAAOSION RESlSTh'E 140 M.P.H. 32 5'.1' 5'-11 6',10' 8'.2" '40 M.P.H. 32 :> .11)' 6'.2 f'" 8'.4
<br /> WASH:':R ~ SCflEWS AT 24"
<br />:x: RIGI). NSU..A 'OClN . 0.0. AlTERNATE t8 x 6/8" SMS 1.1/4 x '2' x 0,032' Panels '-3/4 x'2 x 0,032' Panels
<br />{ W / V2" DlMET'ER W ASl-ER. Wind Applied Overhang Condition Wind Applieo uverhang ~oition
<br />"...... ,,'- ,,'- Region Load NONE , '-0' 2'-0' 3'-0' Region Load NONE 1-0 2'-0' 3'-0'
<br /> 1 1 -102MFR 17 8'.11 9'.2' 9'.10' 10',10' HIZ M.P.H. 11 9 .5" 9.7 10'.3' '1'.2'
<br /> 110 M,?R 20 8'-3' 8'-6' 9'.2' 10'-3' '1V M.....H. "I) 8'.8" 8.11 S'-6' 10'-6 ffi
<br /> 120M,?:R: 23 7'.g' 7',11 8'-8' S'-S" 120 M.P.H, 23 8,' 8-4 9'-0' 10-'
<br /> W 1Z5'M.?:R: 20 1'.3' ('.6' 8-4 g'-o' H:>M.t"'.n. 26 7 .7 7 .11) ~'-( 1:/"0' >
<br /> 140 M.P.H. 32 6,7' 6.10 7'.8' 8'-11 140 M.P.H. J" 6.10' 7'.2 (.1 , 9'.1 0
<br /> U.
<br /> TYPICAL 1NSlA.A TED P ANa 3 x, 2 X 0,019' l"an~IS 3' x '2' X 0.026 an~ s 0
<br /> 0
<br /> Willa -Applieo uv~rhang Condition VY 1n0 Appll~O uvernang l.-OnOluon a:
<br />NO~S: R~gion Load NONE , '-0 2'-0' 3'-0' Region Load NONE 1'-0 Z'-Q 3'-0
<br />\ NST AU.. AlGI) FOAM NSU.A TION NTO ~ ROOF PAN. 102 M.P.H. 17 1".8" 11'.10" , 2'-4" 13'.," 102 M.P.H. 17 14'.5" 14'-6" 14 '.1'" '5'-7"
<br />2. c:ovffi NSU.ATION wrnt O.OlIr PROTECTOR PNB. wrnt 0V6L'.PPtfJ SEAMS. 110 M.P.H. 20 lO'.g 10'.1' l' '-5' '2'.3' 110 M....,H. "I) 13'-3' 13'-0' '3.'0 14.7
<br />3. NSU.ATION PNB. SHAll. BE ClOSED wrnt ~ !Xl eN> TO SEC..A: PlACEI.ENT 120 M.P.H. 2~ 10'.0" , 0'.2" 10'.9" 11'-8" 120 M.P.H. 23 12'.4" '2'-6" '3'-0" , 3'.9"
<br /> J.H) TO ClISCOLRAGE lH: I'Esrm OF Wl...DlFE J.H) OR NSECTS. 125 M.P.H. 25 9.5 9.7 10'.3 11'.2' 12:> M....,n. 26 1 1-~' 11.11)' ',,-4 13.'
<br />4. PAO~CTOR PNB.. WLL BE SECLflED BY t8 x 5/8" CQFAOSOol RESlSTh'E WASH:R
<br /> I-EADEO SCREWS. 140 M.P.H. 32 8'.6" 8'.9" 9'-4' 10'-5" 140 M.P.H. 32 1 0'-6" 1 0'.8" 11 '.3' '2',1"
<br />5. SCflEW PATT'ERN WLL BE 12" ON All ~ NCJ 24' 0.0. FS..O ON EACH P...."B..
<br />a. A1.l.t.fl..N e-c c).p WLL BE ATTACl-ED wrnt (3} ~ CQFAOSOol RESlSTM: WASH:R Total pan LENGrn = Above "SPAN" + Length of o'~rhang or s pan length of panel between anchor points,
<br /> I-EADEO SCREWS. Z-Clip anchors can be added to achieve longer spans and are recommended to eliminate pan rumble, ~~~
<br /> Table 2: A1lovvable Spans for 3" x 0,021" Roof Over Pan Sections
<br /> ..r~ ~ ~
<br /> - ~
<br /> Aluminum AllOY 3105 H-'4 & 25 Aluminum Alloy ~ 'v~ .~" ~I!~~
<br /> \'Vlnd Applied Ov-e rnil ng \,;ondltJOn \'VInO Applied DYe rha ng ConartiOn
<br /> Region Load NONE 1'.(1' 2'.(1' 3'-0" Region Load ~Ot'Ic 1'-0' 2'-0' 3'-0'
<br /> 100 MPH " 0'-4' 0'-8' 6'-8' 8'-0' 100 MPH 17 I;>'ot> t,..1U' ('-O' ~','I)- en a~~
<br /> 1'0 MPH 20 5'., 5'-(;' 6'-(;- /'.10' '10 MPH 20 6'.2' 6'-6' {-'1- c.{ uj~~"~
<br /> 120 MPl1 23 4.' 1 5'.3' 6'-4 {'..,.- 120 Mt"H 23 0" , 6'-3' 1"2' B'-~'
<br /> 125 MPH 25 4-9' 5'.2' 6'.3' 1'-8' 1:25 MPH i\> O'.lU' t,..,,' ('.,- ~'-4'
<br /> 140 MPH 32 4'-(;' 4., , 6'-0' 7'-6' 140 MPH 32 5'-6' ~',lu" b'...' lhi- ~ !I~
<br /> Notes: <D x
<br /> Total pan LENGTH=Abo..e "SPAN"+ Length ofo""mang or span length of panel between anchor points, L. g
<br /> Z-Clip anchors can be added to achie..e longer spans and are recommended to eliminate pan rumble. ~JI
<br /> Use Open Building Spans from above table for Roof O""r Applications
<br /> Table 3: R Value Schedule II
<br /> Ins ula tion (A) Product (B) Syslem Mobil f-Iome R Value + 8 '.4lncreau in R 1Jrj~ :j.
<br /> Thickne.. R Value R Value Insulated Non-Ins ula led Due to Roof Over ~
<br /> 2" Plain 7.70 7.95 19.96 14.62 55.70 '33.90
<br /> 2" wi Foil (') Side 7.70 7.95 19.96 15,52 55,70 133.90
<br /> 2" wi Foil (2) Sides 7.70 8.95 19.96 1862 55.70 133,90
<br /> '" Plain 3.85 478 , 6.79 '145 39.20 71.66 / SEJ
<br /> '" wi Foil (') Side 385 8.29 18.28 12.94 52.20 94.00 Sl-EET
<br /> 'I," wi Foil (2) Sides 2.89 5.31 17.32 1198 4420 79.6'
<br /> Notes:
<br /> R = 1201 for existing ins Ulaled mobile homes l\ 2
<br /> R = 6,67 fOf existing non-insulated mobile homes
<br /> OF 2
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