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2007 SUPPLEMENT TO THE IRC <br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kN/m2 <br />Deflection criteria: U240. <br />Roof load: 7 psf. <br />Ceiling load: 5 psf. <br />Wind loads based on Table R301.2(2). <br />N/A indicates not applicable. <br />TABLE R614.5(2) <br />MINIMUM THICKNESS FOR SIP WALLS SUPPORTING <br />SIP OR LIGHT -FRAME ONE STORY AND ROOF Inches <br />Buildi Width ft <br />24 <br />28 <br />32 <br />36 <br />40 <br />MILTILITIMIIII IMMEMEMXIIMIM MIZIMMIZMIII MUCEMZEMIII IMLiZEITMEMMI <br />Will 10 6 up <br />11111311111131111 ICU RBI 111113111111113111111311 MUM <br />111 MIEMI 11131 NMI 1111:11111113111111211 ICE 1111311.01111 NMI 111311111111L. OM KIM MN <br />KM KIM NEN 1113111111:1111111131111113111111:01 IKE NEI 111311111111121111111011 1110111 NEN <br />IIIWII 1110111112111 in KM IMO EMI RAI RN NM EMI NM <br />NM KU Ma IIGIIIIIIEIMIIIEIIIIILRIIIEIII NMI NUMMI= WM NMI ILE NM <br />II <br />6 <br />10 <br />6 <br />9 <br />10 <br />9 <br />10 <br />8 <br />9 <br />10 <br />30 <br />100 <br />110 <br />120 <br />130 <br />50 <br />6 <br />6 <br />6 <br />6 <br />20 <br />MIEN ILE IKIII 11111:11111K11 11:]11111 ME1111111111:11111:1111 WEI 1111:1111110111 NON ICIIII <br />111(11111111:111111LIIIIMLNIIII:111111L111111:1111111L111111:111111111:1111111111:E1 6 1111:11 <br />Kill MEI ILIIIIIIIIIIIIIKIIIIILIIII nil EMI RBI <br />1111i1::MINIIIIILMIIIIIKIIIIIILI11111111:311111111111:111111111:1111MILMIIIIIIIIIC111111111:1111111111C111111111:1111111113111111I111 <br />111:111111MLIIIIIIIG111111121111111111E11111111E1111111(111111111311111111:311111111[11111111:11 6 11(111111111:1111 <br />111111:1111111110111111:111111111:11 MIEN 111:111111111:111111:311111 6 1E111 <br />WI 111:111111111:111111111111LIN EN 6 6 =I 6 111L5:11 NFA 115:111111173 <br />1111:111111111:1111111111111IMIEMIIIIKIIIIIIILIIIIIIIIELI IIKEI 6 ILIIIIII:1 NEVI 111101111111311IIME521 <br />IIZZI 6 6 IIMII <br />100 <br />110 <br />120 <br />1 <br />130 <br />30 <br />50 <br />6 <br />6 <br />6 <br />5 <br />6 <br />KM= INA <br />30 <br />50 <br />6 <br />6 <br />6 <br />6 <br />6 <br />N/A <br />N/A <br />20 <br />30 <br />11011011.13111.311111131. 6 Ir211110111 <br />6 <br />ICE <br />111:1111111:111=11 Eln <br />EWE= nu LEI En MO EMI En <br />11E0111113111112111111111111111:111111110111111111:111111311 6 MEM IlL11111111311=11111113111111=11113211 <br />MEN NMI 1111:1111113111=111311 <br />6 <br />11101111111111 6 LEI 11111115211 <br />50 <br />1111311 6 111011111131111 <br />6 <br />6 <br />NIA <br />N/A <br />6 <br />30 <br />50 <br />6 <br />6 <br />N/A <br />6 MEEMILLII <br />NEN 6I1N 6 1=11 6 II= N/A =I MEMO <br />N/A <br />ILLIILEM <br />111411111121111 6 Ilira 6 N/A Oa LTA EU ILO NO N/A MOIL= 11101113211 <br />WM NM NM IRO 11131111=1 WO KO I= En OM 1111= =1=1 ELI MI <br />KM RIO IIIIEMICE11111310EMIZOI NA NIA 11117.3111M111331113311=1 <br />KM MILIIIIMIIIIMMILVII ICU NIA MEMIIMIIIEL1115:11 NA NIA ILO MI <br />MIMEO NIA IIIZMMZEIIIIII2111EEIIIIZMIIZIUIIIIZEIIIIIrhMIIZEIIMM211 N/A MILO <br />30 <br />50 <br />6 <br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. <br />Deflection criteria: L1240. <br />Roof load: 7 psf. <br />Ceiling load: 5 psf. <br />Second floor live load: 30 psf. <br />Second floor dead load: 10 psf. <br />Second floor dead load from walls: 10 psf. <br />Wind loads based on Table R301.2(2). <br />N/A indicates not applicable. <br />.CopyrIghtml 0 2007 ICC 011 RIGHTS RESERMEDI. °licensed Iv Nod DrIckson port merM LiIr A9n wh ICC No furlItor rormoductons aotorMod or chwIribulIon otahoriziml. <br />A11,4If UNADTHIRDIZED REPRODUCTIONCA DISTRIBUTION A VIOLATION OF THE FEDERAL CORYRIGIHIT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER <br />