Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05100064-Misc.
'2006 FRI 15:1, .r ,.I. ., !\ I, I , I . FAX 317 5456871 VSIC'PO~ ~002/015 I mmm:m I~ I IiIHiii/iliiiii . . AVlfilable with ~ddititma' r;l/lTTJsian PfDltrcflon. Check with factory. COOES~ See page 12 for Code Ustinll Key Chart Cod. Re1. FBllleDllrll ':" DO'~'9F:i{l~~~,~M;oiJ1~em',Plne'Allo~~~~~,IRsta*'~'r'" ' Header 'J In : - ';.UPlift,.',-, ':~r"i?ioor:~~oo)_ - I '_'Sn~w'(11,5,l.-:,1 ::'R~~25fT'j~rF:',~ ,tid ',Gd 1 ' 'o.:=(l;i3j;1'l1...ifItidl!!wt'-Gd+l"l'i""'G"r;~tif/ ,"" .n~~N LUMB,~,~Z~S ,',' . _ '_" ".:,.., ,,,_ '. ZG liy,~ 31A1 1J.7 4-10d _~:16d 2.'Odxl1h :245:',_ ,'265:':'1 '445:" '53b'~_k5,10' 61U;,':l"555,,.. ::665",' -'lowest". 2,40,121____ 2x4 18 1o/M' s~ ~,v. .4.-1.Qd 2.10d '''\'65'-'' ,t490'.:.J...:.l?40" ">')0 ~.'735'. ". ~,+a99":'~:i:'+3"k~:: 4.37._87.,12.1, ti3 140. 1)24' 15 lo/,~ 3% '1\;.> 4-1Od 4.16d 2.10dxlVol ;'24o-:"''2.9ri',:,''~~<, ;,53D(:~'"5'l'o:, 610 .1',":555":"::::665';"'+~6'!%:;: HU25 14' 1'lYK' J'''''' .?y. . 4-16tJ '2-'10dx1Y~ ~24b".:2gQ;' ''::'\,.- 535." -" ';,~15'," '. '-';; :'670 '-J'&i%' D lUS24-2. 18 3Wl :3% 9. 4-16/1 2-1lid 440 440 -, - 765 880 960 lowest "'"B,~'IU24.4?','.' :~ 3~ 3 2 4-1011 4-16d 2-10d 295 31i5 445 530 510 610 555 66S +33~. L-I' 14 3'h1 3'111. 2'h i 41&1 2-10d Job 360 535 615 670 "t}~O'Y. '" 18 ~o/,Q 40/. .1% 4,10d, ~~J9d ',roo'_ 1'11.5'; ;830, .,....."c " 5'; ,1040 :''',,~C laWilS/.o 4,37,87,121,13:),140 ':L,6 '. : 20 1~~ 4% 1'h &10d. 6-16d. 4-10dx11h 1_49~:';;.5:65.'; ,565'; ::800",;~Z~~';;,::,Q~'~, .'ltW: 1:00.0\ ",:,+'6%' 2,40,121- 2xfi' ',U26 , -- '::.' .16 jo/<(I 40/< 2 6-10d 6-16d 410dx1'1~ ,~~)~o~; ;,'575 1565) i,8,00:; ~"7.6~"',,;"~,2'0. 1!30:-:;:1600" ;);~~, . ", ,HU26' ,...~ 14 1o/<~ 3Y;n 2v. - 4"lad 2-10d)(1'I. )1(C,.:~~lO,' " :sSs. ;':,;,., ,'6'15.', ~7.Q.,;,.:t{t~f.' HUS26 16 1~ 5'fi 3 _"._ 14:,16d.. -_6"16d \55a~~155o:' ,,2~5,'..o.> '; '2950 ,32 5:t',27Go/~' I l.US26"2 18 3% 47,n 2 4-16d 4-16d 1140 '165 1000 -~ 1150 - '12-50 Lowest U26.Z 16 31m l."s 2 8-10d 8.16d 4-10cl 590 710 890 1065 1020 1225 1110 1330 +65% DBL HUS2:6-2: ',' -14 3%.1 5'Y>> 2 ._. 4.16d 4"16d 1086-~?3s I 1005 '155 1256 +172% 2X6 -HU26-2IM~\ 1.;j 3'ho 5* 2'1.l 8-16d _ 4.-,1Oet... 605 ".725 ,,- 1070 1235 ~- 1340 .j:23~ ~~~~~a~ .~: .:~ :. 2: 11~~}~ ~.~~" J~4~:;1,~: -"", .,~,~~,~-, J~', ~~~",.: ".:~ ,~~~,~,; 't~~:~:", TPI" i,lZ&-3 .. 16 4% ..4% .' 2' .3-1Od a-1M 4,100 -,'590:;,';,710' $9p,,'1065, '102.0 ~1~5;- (1:,lW,,1~:,~.~" '. ~ HU26-3 fMln 14 _4''!I,~ 5* 2'f.,. ~ 8.16cl 4-10d :605.'-'}~?~,( 'tala,;' 'n '1'235" ;.~_"::,:1340'~ . ".: "'" :........c.:. 'HU2~~~.(Ma~ 14 '4i'y,~"-5Yi 2!1.l 12"1611 6-10d "905" -'08'5 ", ""'161'0 1856'. zO'-O'. ;;" :-,,~''''~~ .LUS26 18 10/,,, 4V. rr. 4-10d 4 f6d. ilit 1115 830 955. 1040 loweirt~- 4.37. 87,121.133.14( LU2G 20 10/1~ 4o/~ 1* e.10d 6-16d 4-1Odld \"~ 490 iW5 B65 800 765 920 830 1COO - + 6% 4, 40. 121 LU528 1a 1"/l~ 6o/.s 10/. 5--10cl '4~1'Od - 930 1115 10SS 1219 1320 _+23% 4. 37,87,121,133.14l 2x8 LU28 20 1'l/t~ (ffi 1'f~ 8-1Od 8-1611". .6-1Od~1~ 735 850 890 1005-.1020 1225 1110 1~oo. +39% 2.40,121 UZfi 16 1%; 4% 2 6-10d 6-1(;11 4-1Odx.11-!> 480 575 665 800 765 920 830 .1,~ +4.3'Y~ HU28 14 1o/.ij 5Y. +1'2?3V~" ._:- 6-113d 4-10d;<.11,h 480 575 805 925 - 1005 +251% HuS26 16 1% 5%... 14.16d 1i-16d 1550 1550 .._ 2!'iG!'i 2950 I ,n, 3205 + 21lio/, 4378,121 j"? ---,- HUS28 16 1-% 7 2i-16d 8-l6d 2oo0?M 3565 _~~09,'_ 3775, +409%_1.'_ ,. J' , ,- :Ll;526-2.----' 1-8 3'A- .4'18 2 .4-.1~ 4:16d 1,1;ia,~"'l~1G5':c ..100.0: 1150, i250,'rt;,~ 1,B4,121,133 '- LUS28~2 18 :31'\1 7 2 6"1611 4-100 '1140:': :.11'65':" .c 1~i~t I'~'= 1455 , ~,"~~'5$~'::'~'<~S%:.'~ DBl L12&-2.' '~~, av.. .5 2 B"10il B-ll3d 4~'10d ,.'S90:~,'?"fO-:' 890", -'f"065~ j020','h~S Jl10:,- '1330",,-:'+'55'r.''': 26,83, 1.24, l~O 2x8 ."~J1"S2JF~ 1;{ 3%".TY\~ 2." .'- t)-.t5d' 6"16<1." ~'1~0"',<1sS0~,'.'D':~.1505" .: "173lJ,;' ""~';f885~"cH188'%" 1,84.,-121,133 HU28-2:Min 14 .3Y.l'. 7" 2'h J9._l~, 4c1Od Ai!)!)".:; ;1.25:', ,~" t34Q .-'.j.154().; -- ~67S! '1397~ .',:_ 'Hl)28--2 IIx14 3% 7 21h', _ 1~-16d G~10il /905\->;1085~;' 187.5 '4'2155, '.1'2345 +4';jB%'~ 26,8.'3,124 TPL LUS28-3 16 4% 6'/.i '- . a-1Gd 4"16d 1140 1165 1265 11455 1585" !l, 12.1,13:, .. 2x8 U26-J 16 41":1. 4\(0 2 '8-1Qd 8-16<1 4-1011 500 710 890 '-'fOG5 1020 1225 1110 '1330 26,83, ",.4" ..- '.L,US2~ _-,----1il~1"A~ 'lWg 1o/.IHOO 4-10d '!330,'::_1'fi's 1055 ."'::12'1~ ,_,'.132? '~' L'6vieSt' 4,37:S7,12r133,14 un-s _m 20 .10/,,, 6:*, ,11% 8-10d 8-16d 'i},10ax1'h --:iii~ .850' ',:890' ,1085 'f02{)" '1,225',; '1'1"0' 13(JQ~ :.:+;l3~1/": 2,40,121 "lUS210 18 1""~ 7'o/iG 1o/.l 8-1,()d, _ ,._ 4~-'-~~ 930; 'f1'1'5')275 '_..,_" f4'io'~';':~'-t, "595"' ~".., . .:;~:15ot:: 4.37,87.121.133,14 2)(10 LU210 20 1,.",. 7'7'i~ 'Ph 1.0-1Od'10-160 6-10dxl1h ':'735;', -850', ,1110' 1~9" l':ns- .1'S3<f '1'390', il660'~' '~f'-2Bo/~!: t!,40,121._ U210 16 1'Y;~ I"'f,~ 2 1~-.!.0!! 1r;,&d 6-'IOdxPh 7~O 805_ 1}W 133~_,. :1275'.1:530' :,13SO-'" :1!69~': \f.~ 26,83,124 _ HU21Q', 114 1"A~ i'~ 2V~_ ..:::"._ a"16t. :l:1OdxlY.:- ..480'~; 575," -, 1070 - 1235' ,!~,~,t'22l.io/J, ,- HUS210 16 W~ 9 ,3... 301Gd 10-10d 2S45 3000 - .3TI~ 3920 ~..~O .;f450%': lUS28-2 18 3%---.1 2: 6"16<1 1\-16d 1140 1165 - 12G5 1455 - - 1585 Lowest LUS210.2_-' 18 ':r~- 9 2 8.16d 6-1611 1710 1745 ..", 176ti - 2030 .-- 2210 +34% D~L U210-2: 16 3'k 1 8% 2 14-10d 14-16d 6~1,()rj SfJO '10B5 1555 11160 17~~'121"O 1.iMO 2330, +88% 2:1.10 HUS210"2 14 3'h 9o/'ij 2 _ - &-18rl 8.tOd 2160 t!590 2010 2310 2510'~ 217% 1 HU21D-2 Mill 14 3% L8.'~,c 2'f.,. .. 14.1l:id --rj"1lJd 905 1085 .187!i 2155 - ~s~is + 441""'~ 111U21D-2(Max) 14 3<k !-S'Yis ZY.: --'., 18"'6<l 1o-'IOd 1505 1810"- 2-110 12nS - ici15 +467% HHUSZ10-2 14 J~i'e,I--8(~, 3 .= 30"16d 10-1Gll 2a55 3430 -.-::. !i190'- -. 15900 ='" 5900 lUS28"3 18 4.?D_ [/1/. .'2 I G-1611 4-16d 1140 '1J,~5 .... -- 1265' -. i 1455 151-'.5 .-. UJSZ10-3 is 4%, 8"Y", 2 B"16d 6--16d - '1710' .1745 - 1765 - 2030 - 2210 . U210~ 113 4o/~ 7% 2 14,'Od 14.16d -- 6"10~' 0"S90'- ,10Bs' 1555 1B6Q 17'85 ":2.140' 1940 2330. TPL HU21Q..3 in 14 41Yl~ eoo/;" 21h1 ".. _ 1it;'[;1l . 0,,100 905" 1085 .1.87~ -,,' 2155 2345 .-.-.. ,6,83,1?4 2x10 HLJ210'3(M:ix) 14 41V,~ 89/'r: '2~1 13.15d 10-10d 1505 1810 241.0 _"=-!!!!!,;_ -"I~,:1_,5_:..,.'-,."'~ no .HHUS21D-3 14 4'V,ti 9. _ 3 I ,~:1?.:l _.10-1611 7.655' .3<\:30. 5190. n"=- ~_ -'. ?~_-;'-'----''::'"''':':''' HGUS21 0-3 12 4','o/1~ g-r,t 4_1 - 46"1G~_ 1.~16d 3630 3QJO n ~~~? '" 89<10 - ~9:4:0 .. Joist. ':M~$I SO.' Hoc',' '., , ~-: Dime,',~,,',' T,nj",,~ GII 'W . H. B, , ' lU24 lilt lit lit . I ~ c\1l ~ ;g . .. It lilt .. lilt lilt lit . lilt .. lilt .. lilt . .. lit lit . . .. . Ill) .. . It .. lit B lID 26.83.124 ~.,.,~J21,i33 26.83.124 26,83.124 4,37,87, 121, i,~~ 1.84,121,133 .26.."af1'24:140---' 1, S4, 121, j~:J 26,83,124 9,121,133 26.83.124 170 26,83,124 4,37,87,121,133 1.84,121,U3 26,!l:"(121.:~'4- 1._8(f2{\1;."140 26,83,124 4,37,121,133..140 Cl,\21,1::i3 ::1:', J . 01/13/2006 FRI 16:15 FAX 317 5456871 ~004/015 (I o 'M~ .-.- .- .. I'~;':f~jj NA[.J03'li\ ....0 I e:lPARI12-O-<J-12.-;O-o rr 8SPA!iil4..(1-0"1~ Ii -NAILJ03'S " ~..(I-012.(K112-CJ-Q: !I . " '" !!Q.. I I II" I'~ / ij .' ,''', I .n j' ,.,l. , ~//'{U);!I 7 ~, / I "/ ,.... ~.,/// / "I' :~L" ,,.<'l / k 9 1.:it= ;', '..9- N" / ~ /~,r"'l:" '\ <: .... / ". , /, ...-. // ">". '\ \,,'.. '1:0', . I , ,. ,. ,1~ \. ~~ .< / I , ~~t~ I I /1:"<,> \~~.~ rr/ Mm> .n_ , " " i /?"'~ '\., ' . ~ ~ " /r M'" .= ,,\. ~ / i 0 .!: ~ "'. ' ~~, ' / ... - ......--- MQg'- .n... I 1// ',,-,", ' / , / ~ ~/ ".,. '~,-" , / ;. ""' '-. '.. , , / ,"..,"'- " , / 1~~ / , , ",' " ,/ ~i _I,. .. ""'= 1-2~ /~V./ / ~ ./ ~ ';/ '. q 99 ~ . . , . I 1.;1.1 / ~~ ~ .~, ~ ~ 5/~ < MO, ,_~/ //.c/ /' u 9 - ~ Pi'lO.. I 1 ~ ~ . '"" ~ W .. ~" 0 I 4 .. " . 9 m' 0 MOO ~ '''M '. .. 'J " , I I --, MOII--_n 9 " 0 , // I . I, .' " ..... - .... 'il ~ -- ~ . . /'f/ . . :t / 0-0-1 ,/ " / . ,i-. ''''' " ,L . .. ...-- Or-- """ ~/ /:. .-c.... 91 //I~ , "' ,L_ ~ 0 -. . -- " M"" ~ / / .M[l9::) , 9 / ,- ~ 0 / " / <>1"-'."" /110 'ii!" I~ ..Is -, , ---'WJ-- - , ""!, '-1-{\ / ~. -,' Jjll .. , _..- r~," " ~ ..- , ., f'. '~ "'- ~:'~-_.. l'l , . - GOi 1,~I,tA2~1~ I ". F . , JIlAIL,lDl'S I 9 .... 't_ , ..J ]I ::: -'.. .' , --- , . " ,; 2 ~ I '00 :> " .. = , 1~ ,-- , .-... - , , I ,. F"... -,~ 11-10-0 '''~ -- 20-6-0 - --.- ~ 48..0:0. -. 01/13/2006 FRI 16:15 FAX 317 5456871 ~ 003/015 ,"",10' 'J 'I~ ~lf '1"""'IJ<""J<~t.7.%~' 'iP...,l?",,~,o:l:!"" ,:lfJ.\;~"l[iIN~j';'IU" .....'.~"w..:f~'~,\'\l\"l"l:\,~~, f}l.'....."I"~J\"" '~".;;.~"'\~t'l'rI,,' i:'I'<?' I :tM~...w.(!,u,11. 'I ,. ',' :il~"'-f ~~ f.:~.'".:,~f!::~" ",\,~rl'\'"',~.r 1~'II,;.~',l,",,:;'.f;'9'\;"~' .1~~I<I\i;', ,~~~~1~' rij. r.;"i:/",~~,rj'i;I"~)'IJ;;,~,,~,.~.~,t~~,'~'~Lf,3'}L"';1 "It""..".;!".." _~_ "" _,_.~u, """J,iI'~I.~l.,,_li<:.r..~,",,,,",...,-,l.~_~....._...,~I"''''''Il;;:.~~milOil~_~~..",:l~=........ LUS/HUS DOlliJle SlIearJoist Hang." l'1 .. .'. 1"'"71 This plodutt ~ pfflfBl1Jble to sImllarCiJlIIIet:lol'$lttalne DI it} fJtisj,t inslaffsti{ll1, i!__! b) hfDher loads, c) lowsr io$llerJ f;()~t, (Jr fl combination of these teaWrts. See Hanger tables on plliges 70 to 76. See Hanger Opllonli on pages 188 for han,er modifications, which may result in reduced loads. All hangers in this series hay\! double shear nailing, This pat~nted innovation distributes the 1000 through two points on each joist nail for greater strength, It alSQ allows the use of fewer flails, taster installation, and the use of standard nails fOr all collnections, (Do not c~cf Dr remove tabs,) MATERiAl: See tables, pages 70 to76, FINISH: Galvanized, Some products available in stainless steel or Z-MAX; see Corrosion-Resistance, page 6-7. Stainless steel (SS) hangers are aI/sUable with 55 nails-{)rder lUS21 O.2SSN, INSTAlLATION - Use all specified iasteners, See GcnCT<l1 Notes, - Nails must be driven at an angle through the joist or truss into the hCildcr to achieve the table loads - Notdesiglled forwclclcd ornallerapplicalions. -16d sinkers (D, 148" dJa, x 3%~ long) may be used where 1 Od comlnol)S art! speCified with no reOuQtion in load, Where 1Gd tammons are specified, lOd commons or 16<1 sinkers (O.148H dia, x 3%" lung) may be used;lt 0.85 011he table load. - With 3x carrying members, use 1Gd x 2W nails into the header and 16d commons into the iolst with no load reduction. With 2x carrying members. use 10d x lfh" nails into the header and 10d commons into thejoi!.1, reduce the lood to 0,64 of the tabte value. . Use stainless steel (5S) nails with S5 hangers. OPTIONS: -lUS hangers cannot be mOdified. - HUS hangers available with the header flanges turned in for 2-lx (3%') and 4x only, with no load reduction. See the HUSC Concealed Flange iIIustr<<tion, . See Hanger Options, page 188. '. Double Shear Nailing SilleView Double Shear Nailing Top View I I I ..1 I I .~- 4 ~~ ' ,'~: ElIlmlE3 .. . '. HUSC ConCe;lletlFlangos (riot 811aiJable fDf HHUS. HilUS and HllS2x) LOAD TABLE EXPLANATION . ,~'~:~_'<;'''J)'oug~Fir:JjrchISO~'~,'if(~(!Ia-'lMi~~ijl$; l~adrj, ':' ';. n_.,_.:: ~'.~'~;_ulii"f:.~:l~ij~!infD:Bf :,!sn~w:(tI5r, >Ro~'(125r Jol,t ;(I3il)l(,tOjlOd, )!;il'. 'IOd .16dlOd: 16d: R GHLUMBERSIlLS 4.16d 2-10d>:1% 245 I 265 530 4-16d 2-10dx1*. 240'-265 445 530 510 (j-16CJ 4-10d>:1'h '490':' 565. c ,- ,~.~~." 8"16d ,1-.1Odx1~ 400 '~575" SSO 1065 '1020 L NAilS; 16d = il.162"dia. X W/'lan!j, illrlv1'/~ _ n 1411" IIi'> ." 11/." Innn ~ 8 Dimem;ians w, H, B: Tills shows tl1c prodLlcrdlmenslotls (width, he/gilt and base in this case.) The productdrnwing includes1hesccnllovtSilStl cross.reference, " ,\ ~ " " , . , " " Gauge: ProduCT material Model No,; This Is the Simpson product name '~ o . " K " " Modal :~o,. Joist Size r-- G. Joist Size: This shows tl10Sl7Cof joi.!>lrnember, lU24A-1B ;,1 2 3";;~ 1~ 2><'(R) I U2<1R 16 2 3% 2 '-lOd i lU26R-18 I 4'Y,n 1% 10 2 ~.- . 2><6(R) ~U-;6R 161...' 5% 2 8-10d ~ . " ./~ ""F Alllllslallatiol1sshould OTHER CATAl,OG DEFINITIONS -'1.. '. HUS210 (~U8Z6, HU828, and HHUS slmHsf) LUS28 Typ!oal LUS28 In",II&1I.n use ,14813" (10d r:ommon) or .148~'h. (16d sInker) nail Dome DQubl" Shear Nailing Side View (aV8ifabJcon some mods/s) U,S,Pa1emli,G03,580 Allowable Design loads: The maximum IDll.d lMla COnnection isdesigncd to pmvide, Thoro may bG multlple design loads acting ill difierenl directions (lip, down latera/, perpendicular, etc.) imposed on a connection. Uplilt flQ((if, Snow, Roof ~ 610 610 :920 1225 CallcHef.: Seopage 12for the Code listing Key Chart, to dcterminewl1ich coda reports inclLJdethis product "Code Ref. 555 665 110 665 26,12.1 1000 170 133026,121 1.110 ~ t' ~ !;> !l .. " i . I 01/13/2006 FRI 16:15 FAX 317 5456871 ~005/015 ) /' ,~ JO'~--'~ 050913R 130:38 ~___ Unl\temll Forost Pfoauctll,lI1dl8l'1aj)OliS, IN Itci"""" n MONO HIP KB HOME 50-10 13063) LOT 3 L@T~ 'AI!lo:lJ&1',113:Sa:192.006-pagc1 1_ -0-11-0 0-11-0 H<l ,-"" 5:0-0 3-6-0 . .---!- S-G-O :HHl Sc.>I~. 1:17. 1.~11 S.1.MI12~ P"':' l...-'-..-....j [':,' '0 .:;"<, j i J [" [ ,./ _,_L ....-+ "-~ -"'. 1'/ I~- / " 'LJ/"1 .(, .. ,/ 1:/1 1-', I'vl L.:J -"-. "-'" ...-.... -.~- ~ ] [j '-'" ....._~ .~ "Vi! w, '0,00112 Wl '-"'_ ", '-"-. ..." "'~" "-" .....-.. -....-....... "-~ ..-....-.. .....-...-.... " 2>..611 . , ~~.-' TO " ~>;1jMII~1 4~O- '-0-0 .j-.- 1-6-0 I Pl</.lo O/fwll'; (X,Y); 1:?;~~fPJ,Of-5J,J~,-~-O-a 0-2-4 -... t.OADING(psf) TeLL 20,0 (ROOlSnowc20.D) 'l'CDL 10.0 BelL 0.0 I3CDL 10.0 LUMBER ToP CI-IORD 2. X 4 SPF No.2 SOT CHORO 2): 6SPF NO.2 WEBS 2X4SPFNo,Z WEDGE Left: 2X4 SYPSlIJd SPACING 2-0-0 PI;lIt>Sln..ro;lW~ LumDerlnCre3!le 1.15 RepSInI55lncr NO CWQIBC2003lTPI2002 BRACING TOP CHORD Sb'uctI.l....1 """XId ~9..thing dirdy <lppliOO ()I" G-.O-O QO; ",I,lrl~. ~;{~8ptend wrtlcals,and2-0-0 llGpurlln'i(B-o-OlTl3x.)::M5. ROT CHORD Rigid l;61111l\l directly epplled IJI" 1M-O oc tlraclflO JOINlS 1 Brace.:ltJl(s):5 ~7 p()..~r C~.F'; {.()...~ R":ACTIONS Q~(l) G=3~~nit;<ll,2=42QI0-3-{\ Max HDrz2~7{I03lJ C3~ 9) Max Uplift:j:"'150(1oad case 5). 2:"'101(10&Il ll8oo6) M:'P.Gr.WB=457(IQ<Od<;:i>:'jll3),2~20(IClildca&e1) tll.f:2~ l<q-rr~ J. 9.rf /h 15 ')'l> FORCES (Ib). """"il'/lllm Comp~QflIMaxlmum Tenlilon TOP CHORD 1-2=0(46,2-3><-4951144, ;)..4=.a2!lJ202, 4-5::010, 5-6=-111')47 BOT CHORD 2~=-$9~17. $-!I:...100J327, 7~=-100J327. 7-10=-2031628,10-11;0-2031826. 5.1'=-20316~8 WEBS 3-6"-15/108. :Hb.'lZl/32il, 4.7=-C81(j7, 4-(;=-6921224 NOTES 1) Wind: ASCE 7-02: IIOmph: h"251I: TCDL=6.op"f; ilCDL.=-4..2~f; G."ltcggry II; Exp C; EIl1cloo811; MWFRS !J1![)le end zone: LiJmtJer DOU'l ,00 pl:lle QliIlOOl=1.00, 2) TCLL: AseE 7.02: Pf=20.0 p~f (IlOl\ ~of SIlQW); CatellOlY II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced enowlll3dshallfl [)OOflOOtlsidetM 100001h;'l;d<>sien. 4) This truss h<ls boon dosi!lnoo {QrgrWter 01 m1rl roof live load 0120.0 ptl or 2.00 Iim~ ftot I'OOf lo.'lI:ll;ll" ::i!O,Q ~f on I;IVsmanlJ!; nOl1-ConCIJrrent with OIJlertlveloadt. 5) Provide adeqllate dmlrnlOeto pl'8V9ntwaterpondlng. e)Thi~1r'U$$I\;l$beendC$iglic<;lfura10.0p:;;fbottomchordliveloadnoncoocurrentw!lhsnyolherllveloa~ 7)AUpllIleSsreMT20piBle8UI11Il!lsolherwiU!intl"lC::)to:d. 8) This ~ l'3Iluires plete Inspection parlhe Toolh coont MeU10ll wl'to!:rl WS INn j!i ch/l=n for qurnily i.15~I.l....nC9 inspectjoo. 9) C~~~le" ~d$ from Iilyoutaro not present in load Case(II): #11 IBC Sllow on tNer1'langg.. 10)RetllrtogIUlerlll)lorUUBflIoIrut;SOO<1rl"'c\i~ 11)ProvidemechenlcalCOl1nectlon (DYOttllllll) oItrus$ !oDe3ringpl:llei:3p::1bleofwillclorlding 1501 l;II\lplif!",tjQinte;;md 101 IlluPlIf1:etlolnt2. 12) llli$Irl.J$$ i$ de~i9l'!Od in <1cmall\;ewilh 111e ~OO3lnlamBUonal Bulldlllg Cr.ldell9ct1on 2306.1 and relerented $t;1r'n:li'lrd ANSIITPI1. . 13) Deslgn sBllumes4x2 (1laIorlanI3IiOrl) purtir'li!;;l,1 Q.;5P<'eing indjcatod,filstuned to tru:;sTCw f2-10drIBllli. 14) Hanger(e) orotherCOMecllon devloo{!I) 8M1ibe jlrovilled ;cllmcir:rltto.$up~cOntcn",,!Q;lIQol<;l(s);;j, Ib down lInd 18lPup at 1-6-12,1310 (lQWT1;;lr1d 18 Ib I.lpat 3-ij.12,and 131b downarld 18 Ib upst 5-&-12, Bnd 1310 dawn ancl181bup at 7.e.12 on l)olrom cl1l:lrd, Tile deal~nI&elactlon olsUCJ\ COOnElcuon deltice(s) islhe ""$por\1>il;>ility "folhc'1'. 15) In th9 LOAD CASE(S) s8{;lion, !oooa. appJlfIll w Illa fSce or Ill", !rLif;t 3re noted:ls rrDnl (F) or~.;It (iii), LOAD CAS~lSl Standard 1) Sf1QW; Lumbar lnUGBse=1.1S, pjate II1Cf8SSe=1.15 UnllormLoads(pll) Yart1-3=-QO,J-5=-60,2-6"-2Q C<]r'1CGlltr.ltod loads (Ib) Vert:6:o.-13{(3)9=.13(!3)10=o1.3(6)11=_13(B) 01113/2006 FRI 16:15 FAX 317 5456871 , ! ~ \' ' .,: ~006/015 05Q913R M09F SPECIAL I~'.. ['. ~I:: ::'::,::~:563iL0T3L~TH__. _ __ .. lJ,2oo$ Oct 16200!i MITtklndUSll'1~5, In~. WedJatl1113:S8:222006 PIl9" 1 JOO TI'u~'" Ttu~"Type Unilllll&lllFOf&6tProducl8,lndiM&;Iolia,IN ;-0-11-01 0-11-0 1-7-8 1-7-S 3-11-7 2-3-15 5-e:O 1-6-9 """1 8~!:l:O :J.O.O "''''f G.14Mll2O= Sc:lj~a lo2l1 / 1.5.~ II , ~~4 ~~ \\ \ \ \\ \\m \~ \'\ " ',\ \ ' \\, \\ \' ~ r ] I~ I 1Q....flf " ,/ /~\ \ 3><4 '//1'1,/'/ 4,;::~~~ m .,' .62.....-.. <J ',' Z " [// ..... ~.... " ~"~MII21)= , J14= , Jl\4= '-Pli:ltlL@IlJ::;.,(X.Y) .12;~:1:~,~..:?lJ$;(I-r-o.O-'-12) LOADING(pei) TGll 20.0 (ROl:II$r\0w=>20.0) TCDL 10.0 Bell 0,.0, BCI?L. 10.0 L.UMBER TOP CHORD 2 X 4 SPF No.2 OOT CHORD 2 X 4 5PF NO.2 WE6S 2X381"I'SlIJa SLIDi;R Lcfl2 X 4 syp Sl~ 1-6.1 " 5_151\2 5.5MII2O- 1-7-8 ...1. 3-11-7 ...-0 1.7-8 2-3-15 1-6-9 11:0-2-.8'0:.2:1 9-$-0 """ SPACING 2.()-l) PI..\Q;ln\;J'OO~O ~ LumberlncteBSe 1.15 RepSlrlrnllllCf YES CQdQ 16C2003ITP12002 --.-.-.--- CSI a',,- '" '100' "'" u, PlAtES GRIP TC 0.22 Vert(Ll) -0,01 " .,,,, "" """ 1~7/144 DC 0.11 Vcrt(Tl) -0.02 10 "99 240 Ml17.0 1971144 W6 0.19 Horz(TLJ 0_01 , ,," ,," (MamK) W1nd{lL} 0.01 10 "." "" Wei!ilht42lb BRACING TOP CHORD Stru~lSlwOOllaheattllngalrecuyapplledor6-0-0ocpurtios, eKCepteAd vlJr1iGOlls.and2~O(;purlins;fi-7, aaT CHORD Rigia teilitlg dil'ettl}' .3~~lied or l()-{J-o 00 bmGlng. JOiNTS 1 BraceaIJt(a):7 R!:ACTlONS (Iblalze) 6=333IMectulIlk:al.2-=$41ll-3-B M<aK Horz2:Z;!5(lo;:1d C<lse7) M:ll( Upli~.114(10.3d ~~~ 7). 2::o71{lo.'(1 e:'J~ 7} Max.GllN6=33~loadcase1),2=049S(loBdCB8@2J FOI'lCES {1Il}- M::lltlmum comprll5sloo/Msltlmwn Tension TOP CHORD ,-2~El. 2-.3"'-50$/14, 3-4=-43:H2El, +-$=-463100, :;"{;:-263176. 6-7::"'212. 7-5"'-125t'43 BaT CHORD 2-11....179J312.10-11...191I34Cl. 9.11P-1461301. 6-9=-73/172 WEBS 4-11=-91/l:l0, 4-10:-11/2'/,5-10=-69/16/. 5-11=-2761153. ~=-1061292. 6-6=-287/122 ?~SZ '/ ~~p rr> 73SIh j>,J ?~ NOTES 1) Wind: ASCE 7-02; 90mph; h:25ft; TCDL:6,Opst, BCDl=4..2psf; Category II; Exp C: BncloBBd; MWFRS liable enll zone: LUn'itler OOl="OO plate ~r'ipDCll"1.00. 2) Tell: Ase!:: 7-0.2; Pr-20.0 pat (flst roofsnow); Category II; Exp C; Fully E:>lp.; Ct_ 1 3)Unb.danwdl;1'l0l"1oal:i:;hilvllbc<;r'1(;oo:;idcrc<;lfllrlhj,:;;dll,.ign, 4) This ltuss has Deen deslgnead for greaster of mln roor live 1030 or 20.0 p!ll Of 2..0Q ~m= not rg.gllg;1d (If 2O,Q p:;f lln OV0rhlll'l(JS nOO--4;onculTCI11 with olt1efllvaloada. 5)PrlWidcil~lcdr.lj~gttol>rev(:l'l!~~j)Or'ldi<'lO. 6)TIllatru!l8l1aebeenllealllnad1ora10.0pafbottomchordllveloadnooconcuffenl'Nilhsnyolhli:tli""lCl.3d,.. 't) AU plates arB MT20 lllaWl; lJnl~ QthBrwiw indicated. ll)l1Ii$!J\l!l.s'feqUIte!l;pI3lUill2pE!CliOnperlheTOClUlcQUntMo!lIlc.awllenllli$lr\l$$i$cl1ol;cnf~QlI<Ililyali-5Uran(;.8in:;pe(;1:jon, 9) RelerroI;Ilrdef1e)forlru8arotruB8Gllnnecllona. 10) Provide medlanical connectioo (by olhen;) of truss to beafin!il pfawcapableofwltnslandlrIQ 1141bupllft atjoiflt631\ll711hllpllf1atjolnt2 11)Thi$ !tu!ls' isde!lillned in3COOl"Il3nceWilhlhe20031nlemataln31 BuildinO CodcWdi(m 2300.1 and fJilferencad standard ANSViPI1. 12/ OQSlgn aeaumea 4X2 (f1alor1el'llaUon) pul1lna at OCapaclnlllMICSteO, rsaten&d 10 ltUs.s TC wI 2-1Od n;>ib. LOAD CASE(SJ SI.,Il<l:lf<'l 01(13/2006 FRI 16:15 FAX 317 5456871 ~ 0071015 '.!( .. ~Tru~ 050913R . M09E tJruV9f$:;1I'"FQrC:$fproclUas, Inallln4lPOl~,I~ nl~;;~~: ~~11-~ 0-11-0 1-7-8 1-7-a 3-11-7 2-3-15 r ,T-1-~~:::5::~~563) LOT3L~=--_ , '-1' 6.200~Od;18~MiT"klnciJstri,"".Inc; W"lIJlln1113~58~222006 P3g..1 7-6..(1 ;8-6-0 I 3-6-9 M}.Q 5.,4WI2O=. S~~"b,.r-r. 1.!llc411 I , / J:<4 ~ ~. ,/ / ':D)X' \' Tl 'I <,',_, W1 . , . , . " '. :-----~------- LI " ~'e- IQ.oojT:t ~ ,/ ~.. . '. . I~ .. 3,;-<' /"'./ .../" '/'7~'/ .Bi.... ~/' /' [, " 5>5MII2(L;; . . J><4= Jl<A= I l~ ~A4 .". 4)(lJ11 " !ll<5MII2D= 5.15112 )--,..1",7<8 1-7-8 3-11-7 2.3.15 !~ 18-6-01 3-6-9 1-0-0 OEFL. . (Ioc) Ulle11 u, PlATES GRIP VQ~{I.L) .0,01 lJ-1Q ;>Q1l9 ,GO MTZl) 1$11144- Vert(TL) .0.03 9.1Q >99' '" MII20 197/144 Horz(TL) 0.01 , N. "" Wim:l(LL) 0.01 Q-10 "''' ,... Welgl1t4'flb : ~~,,~J:?~J&'O~Cl:3:1,.O:0:111.16:O.7.0.o..1.~2]. [11:O.2.0,0.2.7J L.OADING(p$f) TClL 20.0 (F1:00fSnow=20.0) TCDL 10.0 BeLL 0.0 SCOL 10,0 SPACING 2,0.0 Pl3tealncr&ate 1.15 Lumberlnl;rooG9~ RepSlres;slntt VliiS COlle IBC200'3IT?I2002 CS! TC 0.22 Be 0.17 WB 0.33 {M.,trix) 'LUMBER TOP CHORD 2.x 4 5PF No.2 BOT CHORD 2 X 4 SPF No.2 WEB$ 2X3SPIOSlt>d $UDE:R Lefl2X~SYF'Stud1-6-1 BRACING TOP CHORD StruGtulalwoodaheathlngdlrootiyappllooor6-0-0ocpjJrlim, el<csctend vcrticals,.md2-o-0(Jl;lXJrli~:6.7. BOT CHORD Rigid ce!Ung dlr8Ctly applied or 1M-O 00 braclrlg JOINTS 1 Brace alJi(..): 7 R~CTION3 (lbl:;i~c) fF~~c;hanic<ll, 2=394fO-3-a Max HOI'l2-294(load C3!le7) MilxUplif0=-1i9tload C85e 7). 2=-3O(load caoo7} M3Il Gl'::lv~~1\711n"d COl~e 2), 2=528(kKid <;;ase 2) . t-//szt/ ~,.,.r~-'].. 'TV 71Sll,s ~"70 FORCES (lb) - Maximum Com~onIMilximum Tension TOP !:HORD 1-2>10138,2-3"'542/0, :}411-470IO,4-6=.640141, S4=--179/0, $-7=00'0, 7-8==-3:l117 BOT CHORD :!-11=-Z0Zl3Z'1'. 10-11 ==-2151356, 9-10==-194/367. 8-9=-24J59 ~BS 4.11".971100.4-10=.2166.6.10=-65/188, S4=-.'l.951217. &-9=-761275, &-3=-36SJ149 NOTES 1) Wind: ASCE 7-02: IlOmph: h'"ZSn: TCDLI!6.0p$f; BCDl,=(."p~f; COltogory II; Ellp C; endo:;ed; MWFRS ",able end zooe; Lumber 001.=1.00 plate orlpOOl..=1.oo, 2) TCLL: ASCE7.o2; pt"20.0 P$f(l1;Itl'Q,.f!:l10'0"}; C~19l1ory II; Exp C; Fully Exp.; Ct= 1 3)Unbsl3ncedBnowloallsnaveMenconskleredfcrlhlsdesigr'l. 4) Tnls trus.. ha:; baoo dosigned for ~~ler of rnln roof live load olZO.lI pel Dr 2.00 Urnes llal roof load of 20.0 psI on ovt!!rh:lng!: oon..::on~".eI'H wiUl QIh(:rliv(l103d$C. 5JpruvklelldequatadralnagetDprevootWSIElrpolldlng. GlThi::;tn.e:sh.:l",bel!ndO$iQf'loedfOrIl10.0p:;fbQllomchortlliveloodnooconcurrenlwllllenyomerIlvek)ads. 7)AIIp1:alessreMT20plalesunles:!lomerwl'U"lr'll'Iic::a1ed. e) Thl.. tru'OS requiras pla18 irn;pec.:tion ~the TooltJ Count Mllllloc:l When thIs truss is; chosel'llor qu;llily <:l~",,';lr\~(: in$'p(lc:!ion, $) RQlcrl1;lgirdl!l'("'}10<'1:nJ$'"lQIru"",t:Qnnco;tions. 10) ProIllOll med13nlc:;1 oonnllcllon (Dy omel':!l) 01 ~s to f:>(!;Iring plOlto capable of'NilhstafldinlJ 179 Ib IWlift at joint II and SO Ib uplift aljoint:;' 11) Thl.. trulis is deslllned in accordance willi lhe :;'003 lnlllmallonsl Building COOl!: seCljon 2305.1 :3MI r.;!'leterlC(:d ::;toJfI.:kJn:I ANSlfTPI1. 12) OO$i9" ..,.~m= 4112 (11..1 oricnlil~on) pl,lrlinS ..toe spacing loolGllled, faslen&(! 10 !ruse TC w/2.10d f\3l1a. LOAD eASEISI standard \ 01/13/2006 FRI 16:16 FAX 317 5456871 ~008/015 , \.,! M09D Trus~T~pe MONO HI~ KEI HOME 50-10 (3563) LOT 3 L@TR i"';'; 050913R lirU&6 urnvw;.';>I F~jvif~a~, Indl~n~poll&, IN __ .,I.~.,R.l:!f\91:!n;e(op,~,CI).:ll) 6.2.00 ~Od 182005MiTl:!k Indu5Iri~S, Inc. WedJlln 1113:58:212000 P&g81 .0.11-0 0-11-0 ...~-o 3-6-0 8-6-0 ~-() ~1~MIIX>= Seale-1:.21. / J L<:] [;<1 \,:1.>.111 C"!::, I u ,". / . " .....,. l~.\IO rrr /'/ ....,... "'- J ~ [ ,/-r:v)('\\ " Y\./' < ./ I'IWI/ ~ .,/' . //. ",/ ,,/ --- '" ~'~' /./~ f,::,~_ rzJ "". "'" " '-"" '--;ll ~~.; =11 ;).,,4_. 3.:.5.:.0_. :;;;.0 _'f3.te7ooatlK"f~~~o-1.WA:.1=!Ht~?~~~.12] LOADING(J;I-Sf) Tell 20.0 (RoofSnow:zo.Q) TeD!. 10.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF NO,2 BOT CHORD 2 X -4 SPF No.2 W6BS 2X3SPFSbJd SuDeR Left2X~SYPSlUd2-4-() SPACING 2.0.0 P1a1El51ncr58!le ;..J.S.....-... lllmberlr1{;ffiil!;e 1_15 Rep SIre$$ Incr YES CoOoilIBC2QQ3fTP!21l02 PLATO' MT" MlI20 GRIP 1971144 197/144 W(light:35 lb 8RACING TOP CHORD BOT CHO~D JOINTS SWl;;tural wood Ilhwlhill!l dirt>tUy ilpplied ore-M Qo; p~riil>$. QX.;l)plond ~1'Iie;;ll$.Qnd2.o.oI)C:j)/.Iflit1$:4-5. RIgid celllng directly applied or 1CK1--{)oc bmclng. 1 Br.lQIatJli:;;)',5 REACTIONS (lbISi;w) 6=3331Mcth<lni~, 2=3~41o-3-a MaX HOrz2"156{1031'l C3.% 7) MaxUpfrf6=-96{Ioadcasa8),2=-!l2(loadC3S61) M3)(Gr.:lv6=398(\IXId.::Q$e3).~(IO<ld(;<lw2} FORCe:s (Ib) - Maximum ConlIres:;;lorJMeximum Tanelon TOP CHORD 1-2g0l38, 2-3"'380129, 3-4I:I.301{40. 4.5=-~<!, !;i--6=.<!1?J73 eOTCHORD 2.1~1,6--7=-{i4/22S VIIl:?:OS 4.7::01211.406=.2139116 NOTES 1) WIno: ASCE 7--02; !lOmph; h"2Slt TCOL!:6.0psf: BCDL=4.2p:-;f; Ciltcgory il; E~p C; cnclowd; MWFRS \labia 8Ild wna; lumber DOl=100 plllta IlrlpDOl=1,OO, l) TCLl: ASCE 7-02; 1"1=20.0 p,.t" (fl;>\ roof -::roow); C<ltegory II; Exp C; FOlly Exp.; Ct= 1 3junbalancedanowlo3dBh3veb8encon$lderedlorlhisdesigfl. 4lThi:;;lfv:;;:;;h;;I-::boondlJ-::ignoororgreatElfClfmlrlroofllveloal'lol20.0pBtor2.00tlmeallalrooiloaa Of 20.0 pSI 00 OIIE!tl'13ngsoon-<:oocutt.....lwill'l OIhi!!l'livelOMS 5)f'rovkleadequatedralnagatopreVllntwaterpondlllg. G)Thi",tru:!:Sh::l!l:b..l!tldt!$igl'll'dfQr;)10.0p$fbQtIomroordUvtlIQII\lnonOOJl{;\lmlOtwlthllnYQtherllvaloads. 7)AIIplatesareMT2flpI3leilunleSBOO'Ie......iBejnl'lie.J~<;I. i1)ThistrussT911uiresl'lalein-::pgctionperlt1eToothCoonIMalhodwl1enttllalru8Bl&ch06enforquanty~BUrane:ejrlSpe.:-liol'\. 9lRttf....ttlgjrdl!:t(:l.)forlnJ""lDlnJ~o;Qnn"I;!iQn:;;. 10lProvll'lemBCt1ank:alconnllCllon(byQlhl!rs)QflnL~$II)I)c..rinopl..t,,(:<lPi'bloclwi\h:;;!.lIldjl\g9albupliftllljoinl6andgZlbupliftaljoinl2 11) Thi~ Iru;;s is designed in llt;mance with the 20031ntamatlorasl Bulllllng Code SectlOR 2306.1 aoo rererenCl!ll !l:13M3r'(l AN$1fTP1 1. 12)0<:!"'gr'l3!:!:lIITIO!:4x2(11;>1:gricnl:;l~al1)ptll1ins<llocspaclnolnlllC9t1ld,1aat:enEldtlltruS& TCwl2-10t1nallEl. ?-v5~,/ flA-<<J> 7r> 7'tflJ. ~ ?'l>. L.OAD CASIO{S) Slilndard I L....__ I .I 01/13/2006 FRI 16:16 FAX 317 5456871 @009/015 ~ IJOO I'N" 05091JR _u . . M09C Ur.iWr'!l;!l'",OfElllIPl'Oduel:!,lndian:!pch.,IN 'Pl8tQOffWll;Qi.Y);[:/':o..1:ii:O:O:'r1:i4:~-7-Oo-1-121 LOADIN(>(parJ TeLL 20,0 (RfX1fSrt~=2a.OJ TCDL 10.0 BelL 0.0 BCD!,... 'C1.~ LUMBER TOP CHORO 2 X 4 SPf NO.2 BOT CHORD 2)( 4 SPF NO.2 WEBS 2X:J$PfSbJd SLIDER Loll 2 X <I- SYP Stud 3-S-O ITruUTYP& MO~O HIP 'U1;'Y IPIy lIK6HOM.ro-l0(J563)lOT3l@T~ ~ L~J_l'IJ,-R~I!Il!!,~ (~IiOQ~J 6200 ~oel162005MiTelIlflduWil:la,lo"IC. V\f&d Jat'l11135B.212000 P&gl!l 1 ,-o-11-~_. 0-11-0 5<>0 ,."" 8--6-0 3-0-0 S.HMlI:/:l). Sc:lI".':2fl ~ 1.5M11 , I 1 I~ \ \ \ N . n 1.5..,.11 :.wi = 5-6-0 5-6-0 8-B-O $-0.0 CSI TC 0.65 Be 0.27 WB 0.26 (MsIrI'$;) 'l e=~) .o,~~ Vert(Tl) -0.09 _.__,~~d(~) .~'.~~ BRACING TOP CHORD SW~IWQod.sh<llatl1i"1l dirtll;\!YilPplililclorG-Q.olX'pvrtin$, 00\<<I~9nd vertlcals,3rld:Nl-Oocpurlins:4..s. Rigid ceiling alreo:::uy appllea or 10-(H)OC!:JJ<lc!flQ 19r,'l"Qill.,JI($);!l Pl.ATES MT'" MI120 GRIP 197/144 197/144 ..L SPACING 2-0-0 Platlislncroae.e ....1J],....- ll.Jrl'Ibetlr'l~e 1,1~ Rep 5tre8S Jncr YES CodeIBC20Q3/Tf'I2QQZ Ud 30' 24' ,J, 240 (lOG) 2.' ,., , , "''' >>999 ,.,,, "', ,.,,, WQight4Dlb BOT CHORD JOINTS l,.f)J't<l ,R't'1"<: tl Tb 1'~ rJ,$ f" 10 RfOAC'tIO~5 (Iblslze) 6=3331M8Gh3nk::sI,Z.394J[J-3,.f1 MaxHorz2=Z2s(losocaseT) M:niVi>liffi=.114(1ool;!<A:loo1),2=-71(lood(;<loo7) MaxCraV6=333/IOOllC88el).2=498(loadcaseZ) FORCES lib} - Msximum Compfe$$i01/M;)~jm\ll1l Tcn~iOl1 TOP CHORD 1-2=of3ll:. 2-3=-33210, 3-'1=-16710. 4-5=-212. 5-6=-125143 BOT CHORD 2.7=.571146.6-7=0661148 WEBS ~-:r=0I223, <1-6=-2301109 NOTES 1) 'Hind: ASCE 7-O:t; ttornph; h=z5fi; TCDL=6.0pst, BCDL=4.2pst, c:alegary II: Exp c: enClo!<ed: MWJ::RS Qilble ond zono; LLJITlber DOL=l.00 platll eri~ DOL..1.00. 2) TCLl..: ASCi: HJ2: PJ=20.0 pst (113t roor .!lnow): G:lte(lOo'j II; Exp c: F...II~ Exp.; CI= 1 3) Unb<ll~ncud li'now 100llll> have beer! con~dered forthia design. 4) Tl\i!; lnI!I:'!: h3:'!: b&efl deJ,iQ"""d ro.-Q=>b;ro;>f min rvl;lf~1I(I11:IOJd <;If 20,0 ~f or ::0:.00 lim...:;!\at ruaf 10ij(j 0120_0 pel Ofll)Vl!mangll non-concllrrjlnt With olhElf Ilvo Joads. !))Provic:lCGl~cqualodlilinagotoptBventwatarpoodin!l. 6)TrlIBtrulllln3BDoon1l8BlQnedIOr310.0~rbOllotr'lt'l'lOr'dliv..la;:,dnOl'1canculTl;:n'wilhiln~other liV9 loada. 7)Allplale:iarvMT::O:OplalBallrlIBssotharwlaellld1c3ted. lIJ T11is ltI.tS!l requiteS- plolte il'l~~e~jQri IlCT tho Toolt1 Coont Melt10d ....hoo this truso i& cho&Gn forquGllly lJllBUlSrlCe Inspec~oo. II) Refertcglrllar(S)iOftruBl!:!Ottll!lsconrlectiOI'lll. 10) Provide macllanical COI1nec;tjon (by otheca) oflruss to bsartng plate capable of wlthstmdlnQ 1141b uplift illjllint 6 and 71 Ib uplift ilt joint)! 11) Tl'Ii~ 1fu:!l;:!I; j!; lle!iQtll!'d ir'l ~C:(:l;Ird~nc(! wjlt1 tho 2:00"3 Inlomillional Buildin!;l Cod9 5Elctioo 2306.1 and relBrencell !tlInd3r'd ANS1/TPll. 12) Ollslgn ltBBllmllB 4x2 (n:lt o(,,,,,ntllll1m) puriin",;.31 tK: "'p.:lcing indiL.Jh;-d, /,=1",,0'(1 lQ Iru~ TC wi ::O:-1od nails LOAD eASElS) Sl;lnd,lrd 01/13/2006 FRI 16:16 FAX 317 5456871 ~010/015 ~ ~~913R~I~";B .. U"'''''''':>lJ:DI1l'!'1Pn;w:;1vcts.lndillmlpol~.IN ~T~'~ ... MONO HIP KB HOME 50.10 (3563) LOT 3 L@TR JODReference Dna! 6.200aOGl182005 MITeklndu8ltiea, 1M 'I'JlldJan 1113~Sa:21 2006 Plr.l1lI1 r".11'l 0.11.0 4+3 4--1-3 ?-6-O_18-6-O] 3-4-13 1-0-0 5.51.l112O":" 8c3",,-1~5'1 .(;)~i> .,/ /'/ . // ~ ) /j{/ [./ i~ " ., 1.r;.411 5 ~ /[.' .,.,.: .,' / '11' / \ .~ \ .i . . . /" J.4., ,/ 10.oorw ,/" 4.,/ / /..,X, ..'1'(.., '<', /~: / '\', ~ ',"\. ",'\W! ','\, .. . 3x4~- , "". " '.,", , -" 1.5>411 . , 3>.4_ 3M_ 4-1-3 4-1-3 7.0.0 :>4-13 I a.6.0 I "'HI PlateOffseI8 XY lOAOING(psf) TelL 20.0 (RoofSnow=.20.0) TCDL 10.0 BCLL 0,0 BCDL 10.0 LUMBER TOP CHORD 2X4 SPF No.2 aOT CHORD :2 X 4 SPF No.:;! WEElS 2X3SPI'SIu(i SLIDER lsft2X4SYPStud2-7-'! :l~Cl:::!:9.lKl-7] SPACING ;J-Q-(I Pl!Ile!lll1creae.e....1.15...- lumberl~e 1.15 Rep SIrc$::O 1'1<;t YES Code laCZOOOlTPI:2002 C$I TC 0,2$ Be 0.18 'WB 0.'13 (M:1tri!l:.) BRACING TOP CHORD StruclUflllwoodshe3lhingditedly,l)jlpliedOlG.o.oocpul'lins, c~tcptonll v8l'1lealS.aM 2-0-0 oc pw1lna: 5-8. Rigillcemngllirectlyappliildor10-Q.1Jocbracing. 1 Rowalmlllpl 6-7 1 Bra<::;llatJllllo);6 BOT CI-IORO WEBS JOINTS REACTIONS (IbI$i:l:e) 7~hiInio;:;:ll, 2=$:>+/1:h3-l\ MaxHorz2=294(looIlro~e7' M..)(Uplifl7~17~Ooall~1l"),2=-30(loadC88117) Mlx Gf.:Jv7=3117~io;:ld <;oIW 2). 2=~a(lOitd cas.e 2) FORCES (lb)- M.,.tximl,llT\ Cornt:l":~orYMaxllOOm Tenslon TOP CHORD 1-2110138,2-3"-49410,3-4=036610,4-5::..17910,5-6=010,6-7=-59/17 eOTCHORD 2-9::..14&1281, M~1461281. 7-8=-12148 WEBS 4-9a()/185,4-61O-347/186,60!l=-1Q2J264.5.7=-3.;$!1l;O /-drz.( il~'Teo /" ? -;S- Ib~ n-']D NOTES 1) Wind: ASCE 7-02: gompn: n="25tr: TCDla6_0l'J~: BCOl::4.2~; C;th;:gory II; 8:p C; encl098d: MWFRS gable end :'0111"; lurnl:lI'" DOl=1,00 p/;Itl' gripOOl=1.00. 2) Tell: ASCE 7-02: Pf020.0 p!:J In~1 fQ(lf .$r'IQw); c..to9GIY 11; EX>l C; Fully Exp.; CF 1 3]UnDalanGOOllnowloaosnaY9DOOncon810erelll0l'1IIisOf""..JQfI. 4} This truss has bean dlilSioned for DT9iIterof min roof live loaO 0120.0 pSI or 2.00 liM<=$ OM n;loflO<ld of 2t:l.O P8I on oVBrhllnl;lB non-COllcurriml ~1I1 OUlIlr nve ToallB. 5) Provldll lld9QUllIll dralllageto prllVl!ntwat9fponCllng. 6)Ttlisltuss/"l3$ b<:ei\de$iBrIedf,)t.. 10,0 ~flxltlom ct10rd live load nonconcurrenlwltTIa~ O!ll~~v.;looos. 7)AD plat9!l are Ml20 pl!llBB unlBBB Oll1BrwlBe InOIClltElll. If} This lru:&s I'llQUirsl; plate inspe<:tion pllrthe Tooth Count Metl"lOll W~ Uli!l; 1r'uS!S is <;:i'1Q,,<.;m fQf"qlJillity MWrlln(:6ln8PBC~on g)Rell!l'I09ir'tle:I'{$)IOtItu$$I(llfIJ$$el)tlr'II;;~lijOr'ls, 10)ProvldemachllnlcalcoonBctlon(b)llllh8rB)oflrm!llObearir.gpl::rl<:ll;;ilPi'bIOQlwilhstandlng179IDupllltaljoinI7andSOlbuplinaljoinI2. 11) This lruS6 is d~io;rf1..d in accordarlCB witt! the 2003 Jntema~onal Building Cod~ ~cdion :i!30&,' afld referenooo BllInaaro ANSVTP11. 12) Design assurnes4Ji2 (1I<l1 Otientltion) punins iltot:;pacing indicated. fBalooeo Iotru~ TC w/2.10<l "I<l~:;;. l.OAD CA$~($1 StBnOllrd , \ 01/13/2006 FRI 16:16 FAX 317 5456871 @011/015 >':!!t Job ITru~ "'.-[;;TS'P~E'CTY,~ ___ 050913R I M09A I"\l". , t,Jni~:>Ij:o.;,,~I~.IMI9-MPOII$, IN I~ Ply K8 H"OME'-5"O-=-fO-(3563fCOTTl@TR JobRererenoo llOnBl 6.200$OCt 182005MITeI(lrlQLllitrT&a, Inc. Wl3dJQn1113:~212006 I'&e91 ~0-11i 0-11-0 1-7-8 1-7-a 3-11.7 2-3-15 _.s.e.o ..50. 1.5>.411 S<;jl1&"1'4Q, /'/ /~' ,,",./ " r . . -</'/ /".", 10.00112 Jd .~ .,/',.- ,/ ,-,!"j::':; "'" ....::. W2 3.>04.~ --- /'- P (/ ~~::-' ':::-~'--- ,,' 87 - , , - ~"~Mll2Ir 'M' 211511 \I ~'.;~II2(l"" 5,15[\"- , ~, I~ " '-7-8 1.7-8 3-11-7 2.3.15 s..s.o 4-6-9 DEFL ;0 (10<' "" Ud PLATES GRIP Vert(Ll) -0.02: H' -, ,eo MT" 197/144 Vl1l1(Tl) -<>,,. ,.,. '... 2-<, MlI2tJ 197/144 HOrz(TL) 0.01 7 .to ," Wlnd(LLj 0.01 8 "'Sell 2dO WeiQhl:40 Ib ...-..-..-,--. =tl_3:i&bn~.itP.I9~i-=1),o:1-7], [9:0.2-6,0-2.71 LOADING(p;;f) , TelL 20.0 (Roof Sn0VF20.0) TCDl 10,0 BeLL 0.0 BCDL 10.0 SPACING 2-0-0 r=~~nl~=1I8 '-Hr- Rep~111V YES COdeIBC2003JTI"I20D2 OSI TC D.27 BC 0.26 we 0.27 (Miltri.>;) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X:J SPF Stud S\..\Dffi l6It2Xo\ SYP Stud 1-6-1 BRACING TOP CHORD StruGtural wood :She.alhitlg direcIJy applied CI' s.{)..() 0<": pUllin!, ext~pl end varlicab 'aOT CHORD R~id ~i\\OQ dim;lly OIpp\il;d QT 10-0..(1 "l;br;I~9. tP.S~'; i?"U!> 7P n5'lh 711P REACTIONS (lbl~i;:c:) 7.:333IMochanital, 2=3~/0-3-6 M3XHoc:z~3;3O(103dt3!;C6) Max UoIiIti'=-Zztj(load case 5),2=-1(loall C3!le5) FORCES {IlI1- Maximum Cllmpre!!liO~mur'I'I Tl:ln:;ion TOP CHORD 1-2--oJ3l3, 2-3=-401/0, 3-4:::..35010, 4-5=-396113, 5-6"-10DlSl, 6.7=-106/103 BOT CHORD 2-9a-2D31239, 8-9"-216/263, 7-8=.:i:1!V291 WEBS 4-~1f100,4-8=-22I&4. 5-B=..,51/209, 5-7_-344ll64 NOTES 1) Wmd: ABCE 7~; $Omph; i1=25fl; TCDL=6.opaf; BCOL=4.2pllf: Category II: E).p C: en~"d; MWFR,S 9<'blo ~nd zone; Lumber DOL=1.00 plaia grlpDOL=LOO_ 2) rCll: A$CE 1-OZ; Pf=2Q,0 pst {lIal roo! anow): Galegoty II: B.p c: I'ully ~p.: CI= 1 3) lhi$In,I$.,~ 1'1;1$ bcQI'I de$iglll)d ftw"GJ'lJ<ltar ofmin roofllvoload of 16.0 pat or 2.00 times flat 1'001 iQ:Jd 01 20.0 psf QIlIM)ft1:;Ingl; non~onc...mmtwill1 olller live 10ooa. ")This1ruSShiJ$b9end9signadtoril10_0psttlOttomchordljvelQ3dnClllrorlcu~r'rlwith.my"thoyl;"'QI~<4, S}~\~\~t'$~MT2lJ~~ 1,JI\\~$o(>\t1~w imliGilled, 6) illls tIU88 requll'9ll plate Inapectloll perlfle ToolfI Counl Mtthod when thi~ Iru-,,:; ~ cl1m;en forquall1y aaaurance IIl8~n. 1) Rof~1Q 9irdl::rt~) 11;11" ~ il;I tn,r.;~ l;QI1nlldions, B) provide meenank:al OOMectlon (by lllhel'$) 01 !M$\lJ be.nino ola19Giloilble ofwithstandlng 220 louplHtslJoInt7 snllllb uplillaljoint 2. III Tl1b lruss 1:5 dl:lsi\lned in i1ccordanG6 wlttl the 2003Intems~1lr"131 Buillli~g Code $~-eliQn :!~.1 ilnd mBl'W100d :standard ANSJlTPI1. LOAD CASE{S)Smnll3fl:l ~--- 01/13/2006 FRI 16:16 FAX 31i 54568i1 , .\. , ~' IT';;;'T", MONO TRUSS 'In~ OS0913R IM09 UnlWlI!.8lF0f&8IProducla.lndia~ap"h~.Ir;r' Job ~Q::J.'~.9 0.11-0 , 1 / " //-:;,:-{> rfM'<'/ I ./ .~' , ~ " ://;I>::~ "'1 "/!;; I,' 51 ~, 2l~ II Plat9Off:;G~J~,:002;O.1.13.G-1.n lOAOING(psf) SF'ACING 2..(Hl TelL 20,0 PIil~lnr;roow ..us.... (ROQ/'StlClW>'20.0) lumDel'l1'olll'e3Se 1115 reOl 10.0 Rap SIJe8a Iller YES :~t 1 ~:g CodllIBC200YTPI2002 L.UMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X" SPF No.2 WEBS 2X4$PfNo.2 SLIDER LeR2X4SVPSIvtI2.(l.,S C5I Te 0.32 Be 0.22 WB 0.16 (Matrlx) REACTtONS (IbI8IzeJ 6--J311MaChSnIesl, za3Q2JG..3..8 M,u; Ho,,2=32!l{load case 5) Ma)(UD1~219(1Q;311 ~$e 5). :::;..1(ltlOld~ 5) FORCI!S (lbJ. M:J.iml)m CQmp~nlMaximum Tension TOP CHORO 1+2=0138. 2-3~7:l10. 3-4-22510, -4-0:-98150, s.e=-103195 9OT~ORO Z-1"'-1!>!Zn21,6-1=-15S1221 WEBS 4-7=111207,4-611-2951207 ~012/015 101, 22 Ply K8 HOME 50.10 (3563) LOT 3 L@TR _ Job >W1;Jl!~~ (Qflliqn;1l) 6.200sOallUClO.5r.tiT....lnclu..m., In!:. 'AbclJ",,1113,fil,212OOC P3ga"1 4--1.3, 4-1-3 8-6-<) 4-4-13 1.~" II ~=1:J7. " //H /">_/ 10,llOrf2" 4.1,:. " <>" ../ /" 4/>/' /"T1<: ~"" c./'/ ',<_.,.. "',.-""W2 , , "'.,'''-. ',"', '-"'''. , '.s.~ II , :bt4'" 4.1.3 4.1.3 '1 8-6-0 ...." 1 I ~---r ..~..~.~.-.__._-_. om " II<<' ,,,' PLATES GRIP Ve.'\(ll) .0.01 .., .99' "120 1!l7/144 V""lTL' -<>.03 .., "'" Horz(TL) 0," . ,," ,," I WIl'I(l(I.I.) 0.00 7 ,.., 240 Weitl1it:46Ib BRACING TOP CHORO BOT CHORD WEBS S1ructurd1 wood ;healhing diroctly applied OJ 6-0-0 oc pUllins. excePt end vertIC:1l!.. RIgIllcelllnglllrect!yappl>edorl(HHlocbtaCino. 1 Row"lmidpt 5...(i tIlS-Z'; )("r~) i't' 7'f ''''$ ~?D NOTES 1) \o\Ilno: ASCE 1-02.; 90mph; h"25fl: TCOL.6.0~: llCOL=4.?~; Cill.,oory 11: Elcp C; EII1dosed: MWfRS gable &no zone: luml)t!t OQL::l1.00 fl~le 9ripOOL=1.00. 2) TCLL:ASCE7-02: Ph.2Q.O ptf (lbll1;lOf"".-.;.....-); c..tuoosY II; ElIP C; Fully ElIP.; Ct= 1 3) Thi5lru$l; has beendeaignedmrgr1lllliKOl1Ml rootllve 10:111 Of 16.0 p$fQ<'2.00ti~lli:ltrwfIOCld of~.Opsfon0Y9m.angs non-concutref1t IYlIh oIhefliv..1Cl:'ld:li. 4) TNS InJOO I18ll Deen lloolgne<l lor a 10.0 psI bQlIom I;iIQI'O live load norn;onculTtN'llwlm any otMr live rOMS. S) Thi5tnJSS rtIquiresplal:9inspectlon perlhe Tooll1 CountMelllod wl\M lI'IiS ~ i'lo Cho$l]li rQl"quillilya~C6inspection. BJRilfetI09i~et(s'fOfltusslo~o;urmcaion:;;, 7lPr0\'ld8IT111lCt11lnh;:alconl19C~on\DyOl1letS)01ItussIoD-mgpl;rtQl;ilPi'bloOfwithl;tanding:?:111lb\lpUftBtlolntij8ll111 ltl uplln3tjOirll 2. 8)Thi$ 11\I$$ 1$ Clt:$igncd in ;;U;:o;urdilno::;6 wittl1he 2003lntamatlonal Building COOe ~ 2306.131'111 refercntcd :;;tlf1dilrd ANSVTPI1. LOAD CASEIS) Standard i. 01/13/2006 FRI 16:16 FAX 317 5456871 ~ 013/015 \ ""~ ::o.'3R_ _u I~~~ Univ~1'll3l FOrl!l!l.lPIOducts, IlIdi',"3pcllS, IN ITf1J$STYPe ...~~~.~_I~~_- KB HOME 50-1 0 (g55~) LOT 3 L@TR"'. weoJan1113:S8282006 Page1 .o..11.{) 1-7-8 .-. -I- 2.6.15 0-11-0 Hp8 0-11-7 5JC~MII20- , "1 / " J 3.. ,~, / /1 / .' , " / iO.OIlr~' m " 5.... 2-10-4 ...-<l 3-0-12 $~"U7. l,s..~ II oJ;<4= ..).;~~. n CJ " o m ....,. ~ -'-. / / /.....-. -", w, m /., /' .,/ ""-. ", ..-...., t c " ,/'- , G.OMll2O= ~,'~rw I~ .-.-..- ~.- =" Plate 0ffllet8 X V: 2:0-1-130-1-7 5:0-2-1Q Ell e 10:0-2::e-'O:2~ LOADlNG(p!!.1} yell 20.0 (RoofSn<:1W=20.il) TeDL 10.0 BCU 0.0 BCOL 1Q.O WM6L!R TOP CHORD 2 X -4 SPf No.2 BOT CI-lORD ~ X 4 SPF No.2 WEBS 2X3SPFSWlI ,SLIDER Left2X4SYPSt\.ldl..o..1 I SPACING 24-0 P1lit61slocraBge 1.15 I,.vmbcr lI'1(;JQ<l:;1l '"'I7i5 Rep$tresalncr YES CodeIBC2lJ03ITPI2002 CSI Te 0.19 Be 0.39 we 0.22 (Matrix) 1>-6-0 5-9-9 DEFl ;0 O~I Udeft Ud PLATES G~IP Vert{LL) -0.07 6,' ",. '50 "1'20 1971144 Vert(TL) -0.16 .., ",,, 240 ",,1120 1911144 Hon(11.) 0,01 , "" ", Wind(LL) 0.00 , ::.999 24. Wo!:;(jhI:34lb 1-7-8 1-7-8 2-8-7 1-0-15 8RACI~ TQPCHORD BOT CHORD JOINTS $1rudlr.JlWQQI;I!<hl;lOlthinogdirce;tlY;lppfICdO<'&.a.oOCpl.ll1in!!:, Il"~~er\d vertlcals.an1l2.{}-{)ocpur1lrlS(B-O-Omax.}:f1,-7. fWid {.8ilinll dir6(;~)' appli9d or 1().,O.1) oc;bra;;i[)[l, 1 Br:lee ::lIJI(~): 7 ? sr 16,. ?V '71:> t.VS'l.y ~".rC/) 1T' REACTIONS (Ib/slze) 8D333lMech3fli~l. 2~9410-3.8 MaxHorz2::124(Io&dC!lllS1) M;;1"UplfffF-!13(loai;lCilw8),2=-$5(lolildcas87) MaxGrnV~2(l(10311C3se3).21lJ97(I0311c:l.se2) '"URGES (Ib). M~I'I'I CQmp~:<illnIM.'Xil11l.l1Tl Tf:lIl~n TOP CHORO 1-r-0/38, 2-3~02i6'l. 3-4=-358172, 4-5~OBI107. 5-{l.-354JQ4, 6-7-010, 7-11=-101136 BOT CHORD :/.10=-illll243, 9.iO:.94/~G1, a.9=-1~el40$ WEBS 4-; 0:=-76148. 4-9=-181121, 5-9__25J13a. 6.51"'92167. 6-8=-483116~ NOTE5 1) W1rld: ASCE 1-02; llOmph; h=25fl; 'I'CDL=6.0prl: BCDL=4.2psl; Category II: Exp C: e~: MWFRS g;.lblo oml zooe; Lurnbor DOl=1.00 pla(q gripOOL=1JIO 2) TCLL~ ASeE 7-02: Pf_20.0 ,W (Ilal toOI"snow); C::llegOry II; 8:p C; Fully 8:p.; Ct= 1 3) Unbalancad snow loadahsva boon COI1ald9redfortt1ladaslgn. 4) This 1tuM. M:l bectl de~iQJ'le::d For g't!<Ilcr Qfmin ruolHvo IOilt! of 20.0 p:o;! or 2.00 nfTlEls IIat roof load of 20.0 pst on overtl3ngs non-conCtJrTenl w1t1'l oItlerllveloal1e_ 5lProvidra.ad9'Jl.Jatra.dJ'ilinageto prevenlwater pondllllj. 6)Thletru811h"llbeenlSOOlgnedrota10.0p!!:fbOtltll'l'ldl(lrdli\lelo:ldn(ln(:(ln(:~ntwilt1;1nYQIhcrijwoSQi'lds. 7)AllplatllaaIllMT2QpJateaunI8llsotnerwiselrldi<"-1MtJ. O)ThiSlfu.$$teql,lirt'Spl;ll:l::lin511cdiollplilrtt1eToothCountM8lhodwl1en1hi5Irul>SismoliElnforquatlty888Urancelnape<;Uon 9) RlIlef to glrdllr(e) lor Iru!.s to 1tu!<IlOOl1I'\ee6Ms 101 Provid9 mechanical oonn9C~oll (Ily omel"ll) oftru!.!.lo bearing plate capable 01 w1ltl!1l:11Mil'lg 93lb uplift :;llpnl a "nd 951b uplift <ttJOiflt 2. 11) 1hi$ tl\l~ i$ desig"lCQ in ill;l;Ordi'lnc9 with the 20031ntematiorQI Building Code 58ction 2306.1 and referenced !Itlndard ANSlfTPI1_ 12}DEllllgn aseumas4;(2 (1l3!OfIftt\l:31i0fl) puriitl:;;:.lot;5p"<;:ing i...di~d.f.o"lc"",d /:1;1 \n,lM TCwi:::!_10d nails, LOAD CASIi(S} St,Jnd,-,nj \ :, , 01/13/2006 FRI 16:16 FAX 317 5456871 @014l015 Joo Tn;~sT~c J:~~?IAl W&dJan1113:~:202006 Page 1 KB HOM. 50-10 (~58~) LOT ~ L@TR T"~ 05091 ~R J06 I Ul1iWlraaIFOfERIIPfOOucl&.lndlllrlapoJlII,IN 1'.11'1 0-11-0 1.7.8 1~7.8 12.11-9.'1 1.:\-8 .-0.0 5-7-0 . -.----J !;l<;Ahl"HlI. 1.5,~ II / " / /-'../" /" 'D.lID['i'2" / i~ ~.. ,; , ,:n./ " " ~ ;/ (/ 5 ,. ,-' c~;I:::: !I 'IT;~~~::' .~~ <~ W ' a;..,~:~../." !J 7 ~:51i '0 5xSMl12O; Sd_ s..5Mllto-S.1511" ~ ..~!oO:ff"",,(lt.:;. (X,Y) [::l;O-1-'3.():.1:?]..l!;l;~~M-"1-' LOADING(pml TeLL 2(),O (RoofSnowll2O.0) reOl 10.0 BeLL 0.0 BCOL 10.0 LlJMIilER TOP CHORD" X 4 SPI'" No.'! BOT CHCRD 2 X 4 SPF NO.2 wE~ 2X3SPFStuo Sl.lOi:R Len2X4SYPSlIId 1.6.1 1-7-8 12-11-0 I 8-6-0 1-7-8 1-3-8 $07-0 CS! OEFL '" '''' I'oofl Lid TC IJ.44 Von(LL) ~,06 7-8 "999 "'" Be 0.37 Vort(Tl) -0.14 7-8 "716 '" W, 0.39 ~TL) 0.01 7 "" "', (Matrbl) Wlml(LL) 0.01 , >'99 '" Wuiglll~401b PLATES MTlO MII20 GRIP 197/144 197/144 SPACING 2~ P\oIlo& lm;~Q J,J.S.- Lumllerlncrease 1.16 RepSIT8&&Incr Y!:.8 (;QQ(l16C200~PI2002 BRACING TOP CHORD Slfuctur:ll wood 'Shl!::'llhing di~Uy :Jpplie.:l or e-o-o OC fll.lllin!l., ti!X(:~l eoo wr1lI:atll. Rjgid(;Gilin!ldirndlyappli9dor10-0-0~~I3, 1RClW3lmidpt 6-7 BOTCHORO weB, REACTIONS (lbIllIze) 7"3J;YMeGh8llIGSl.2=3941O-3-6 ~HQr:r.:2:330(l0ildC<J:;oJ;i) Mall. Uporfl.-22O{10311 c:ooe 5), 2"'-1(1000 ~'l$~ 5) tvSJ2Y J?7~P '7~ ?gf/j,~ ?fJ ?b FORCES (Ib). M:>ximum CQmflll)!;.$ionlM,,~;mum TQn~on TOP CHORlJ 1-2=0138,2-3=-38710,3-4=-322/0,4-5_-391/0. 506=-1 :W62. G-7=129/12S BOT CHORD 2-9=-18'31217, 9-9=--1$SlZ<l\>, 7-0=-2i'31345 WEBS 4-911-82188.4-8"-11&'172.5.8_0/163.5.7=.379/297 NOTES l)Wlnll: I\SCE 7-02; oomph; h=25ft: TCDL=e.opal: BCDLII4.2psr: C:l1E!gOty II; ~xp C: <;:n<;lo~o(l; MWFRS {J<lble end zone; lL.lmbGr DOL=1.00 Dlate !JTipDOl=1.00, :1:) TeLL: ASCE 7-02: PI~20,O par {!\at rOOl ~O'WJ: calt:QOc)Ill: ~p C; Fully E:<p.; ClF 1 " ThIs lruaa has baan dealllnsd forllraaterof mln roof IlYa IOao Of 1B.O pgr Of 2-00 1ir'r1fe!; &1 n;>Q1 Iwtl of 2(1,0 p{.fQn (WQrh<m'J~ nQl1-"\;(Incum:mtwitl1 oltlcrliv(:lo;)tl$. 4) This truss l1asboon dElelgnalllora 10.0 pBlbollom cllord live load nono:ano;um::lOlwilt1<>nyolt1 erllveloadll. 5}Allplatll&areMT20pllltesunlar.soltlerwioolrnllcalOO. 6)Tl\i:lb'u$$teCjuire$plaleifrspectiClnper-lheTOO1hCl:lUtltPolothodwl1enthislrus&illchOllllrlforquellty.sssur.;nceln.'l.pecUoo_ 1)R.!lfElrloglrdllr(S)rortrulllltoIruBiCOfHlEIcliof1s. 6) ProYithl moro.m;CiI! CC1nnoction (b~ other;j of truss to booring plela capable ofwlll1alllmllng 220 Ib uplifl:Jtjoint 7:uld 11b ,-,plift ;'Ilj~nI2. 9) lll,!I. lfU!I.!l.I!I. ae!l.lgned In accoroance wjlll the 2003IIllern3~w.11 8uildinll Cooo section 2306.1 aI1d mfernncall standard ANSIf1'Pl1. L.OAO CASE(S}8\and.lr1:l "- \,' v ~ 01/13/2006 FRI 16:16 FAX 31i 54568i1 1~~913R I~~; -----l~;;~: UI1l~lF~~UC\$,lndlll/l8polI6IN -0-11-0 0-11-0 1-7~.. 1-7-8 3-11-7 2-3-15 .' // ,/ / 10.00112 //// ~4';- / .~::~s:1r:f===:==::=_=:::;. ~ /~<:.JB" <~:, H~ - .; [' / >~.1 ;.1>;4': ~.l~i 12 ,..../ ><1 g ~1I5 MIl2Q~ ~.~ II 1-7-8 1.7.{1 P131ll Q/r.~J'!J,sJKrJ;,..f2~.~):,9,o.4-7],[9;O.2.8.M.1] LOADIN-G(~f) . "I"" - TeLL 20.0 (l\oofSn~.O) reOl 10.0~ BClL 0..0 BCOL 10..0. 1-- 4-0-15 2-5-7 SPACING 2.0.0. PI3169lncr~MI 1.15 lUrNlerlncr8888~ R~Stre>>tncr YES COde IBC2003ITPI2002 OSI Te 0.,51 Be 0..25 \\'80..24 (MoItr;() LUMBER TOf' CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No..2 WEllS 2X3SPFSb,ld SLIDER Ulfl.2XA SYPStud 1-6-1 R~CTlON5 (1bIsizo) 7=333/Methi:lnk;;:ll.2=3$4fO-;,...e MUHOtZ211172(loodc:lSf/7) Max Upllfl1:..s.3(1oad call86), z--~Ioad caae 7) ~Gr'lly7<<3f15{1o<>r.itol:;(l3}.2--453l1oi1dCCl~i) FORCES (1b)- Maximum Compres&ionlMaxlmum Tension TOP CHORD 1-2-0138. 2..{\bol.50/43. 3.4=-381155, 4-6=-396191, 54=-212. 6-7=-19m6 BOTCt-lORD 2-9=-1"1214.W=-lS51301,7~5 weas 4-9=-75lT7.4-8=34I61,~1f215,5-7=-3161114 ~015/015 I~" . Cm',b~';=::L:::~~~m~ ~-'1 8-6-0 I ....9 .5ui<'=1Z!.6 ~.lZM:l2O= 1,S<411 . /1 /1 ' - /1 Ii [Xl f);j I I><i M ~ -"'~ "". Bl ..-.,.~ I f . ~~MIlZO= 3>'(.: I u.__ 8-&0 4-5-1 DEFL V~"(lLI v"'lT'l Horz(TL) 'Mod(W PLA res MT20 MII20 a""~ 19711.... 11)7/144 . ~.02 -o,oe 0.01 0.01 (""l ,.. ,.. , . "'.. .... >", "" >8" Ud "" '" "" 240 weI!Int: 35 III o BRACING TOP CHORD SIrUClIJr:aIWOO(lalMlalnlnglllrectlyllppllooorlHHlocllUr1ll18. eX08Pteml vurtiWlI&,i1oo24-()0(;11UIfin5:5-0, eOT CHORD Rigid ceiling directly applied or 10.0-0 oe MCi!\O. JOINTS 1 Brace lit Jt(a):6 t..v.!~'; ,R..re> 7~S'l~s f"J 7() '7<> NOTIiS 1) Wil\d: A5CE 7-02: QOmph: h!!2511; TCOL=6.0i3$f: BCDL:.4.2j)$f; c..tcg01y II; Exp G; enclo&o8d; MlNFRS gable end zooe: LumPet 001..<:1.00 plate IIrlpDOl.=1.00. 2)TCl.L: ASC'E7-02; Pf=20,Ov;i(l\ootrQO($tIow);C;;olEl!)OlY II; En! C: Fully Exp.; Ct= 1 3IUrlD31300ild6llOWlo3dsnav&tleeneon!UdefrI(lll)l'tnl!l.~. 4' Tnls truss hal; bee" desltlned forGl1Xlturofmln roofllve 10M of 20JJ pB! Of 2.00 UmM n~( toOl 1Me! of 20.0 p:;/ ()I"I ovafta'llj:; nOrKOOculTQf1t with o\t1orr"",lo;Id:i. 5) provloe aIlequate drainage to prevent wa\er pondlng 6)Th~lrus$h;I:;.boon\l0$iB"odfor..10,OIl:>fbgllomcllQrdliv8IoarjnQ(1CQncurrsntwlthenyatnarllV8[~d3 7)AJlpl.:lle!lsreMT20pl.:llesunlessolhe1WiseimIIClled. 6)ThIIWll8requillll pla18l00pectian plrthe Too:h Count M8IhOdwtlen Il'IlatnJni!; C/lOUn lOt C11.<:l&lyi1$SUfi1nc;e in5~an. !;I)Rof(lrloe;n:b1."lfQl"Iru:;:;Io~tof1r>OCtior1s. 10jPrvvKlemech3niC31coooediClrl{byotllel'$)QfltuS$Lobte'lringpl..lcCOlpclbloofwitt15tandinoVfilbllpHftatjolnt7 and 89lbuplltt3ljalnt2. 11)Th18II\IIl819 d~llIned In accordancewllll thS2()03lnlBmatlonal Bulkllng Code section 2306.1;'Jnd refQnlnced slandNd ANSIfTPI1. 12) Desi9" ~"'o:; 4~? (I\.i;It "rion"'li""l Pllrlil'lS i1tQC SP<lQn!llndiCilted, tas!l1nB<lIO truss TC w/2-10d n3ils. , LOAD CASE(S)SlBnllarl:l n~