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04/18/2007 11:20 15084374587 MW BUILDERS LLC PAGE 01 i 1" . MW BUILDERS. LLC 305 MEADOW VIEW ROAD MOUNT HOREB, WI 53572 608~43 7-4687 Office/fax Email: mwhildrs@charter.net W cbsite:> www.MWBuilders.com BUILDERS, LLC FAX TRANSMITTAL COVER PAGE Date: A~ L- /$ 1 2&07 To: G/1 O'P OS{+l(o~{..J &, LDI N Co. I tJ S~e:crr7!>(L <f;;JJJ-- d-3 ~- S'eJ3.1 From: Mark Werbeckes MW Builders, LLC Building Quality John Wick Hom,es Number of Pages being f3JCed including this page: I '2. Comments / Notes: ''TJ, S ~X I f! ~ Olti. '/He- eN G I IJ~, N ~ CY4-t-c v L.A 11 oN 5 R ~u~'jf:.'Ii 1~' ~rw('- O~'l=1Ui j;tL 1l-16 R~DQ~ ?t'LO~ ~r1.-SO @ 1$'70 Ofh./.4J1.,{) ~NIl ~ ~u- ~~5 ~ fSllL ~eQ~ ~o:,\E: NOTe ~e WIl.t.. Bu t;lUJ'LVl Nb THe EN~l"'&fL> R~mENo&') & N fin <-I N f!J 9A~5 ~ !2i 1'1\. ~i s~ i )4'"{N~ J.<n c:;r f N ~ AIT 0 t.J. vJ~ /fAvff; ~'CI) -r:; INS11M.4... A D~llv~ ~{>~ Posr Vj C)..l-ANqff'Jb rh~o~ lte,a\J~ life eXISTltJ(, 1~-rAr(2... lFYOilj HIjy'~ ANI QlJl?ji'IDN;, J fu~~r;: Co~Ayvr1e A-r tAl M~uJ} ~06- '27.0'" G58O" vJrz: AlL€ YLArJ N I~ ~ 7Q ~rtr<J;1 ~lS r;fw~~ 11.Hs ~,.J" MOND<4VF"l.e)'> 1"'-\ ~M""- A..., orf-l6l Gv~",~, d(J'l l ~M't- -1,,^~L- g.h~-<; Ifany difficulty is experienced with transmission, please call (608) 437-4687. Thank You. \rJ Quality Built Homes at Affordable Prices. See what MW Builders, LLC and John Wick Homes can build fOT YOU! 04/18/2007 11:20 16084374687 APR 17 '07 05:25AM RAASCH ASSOC tvlW BUILDERS LLC PAGE 02 P.2/13 WerbeckeslHower Iolin Floor Oshkosh~ Wjsconsiu Project Structural Calculations Prepared by: MJehael D. DeSautel, I.E. 04/18/2007 11:20 16084374687 APR 17 '07 0S=25Pl1 RAASCH ASSOC FLOOR SPAN TABLES /lot ~ PfJII/IM;fI Ir' WliTliI1lri fI1 lII.,t1/I1b, O_~fOItr ILMI "/llrmntJUPfl rrv IntOnI:JIiIm. r 211,," -r 9W llW 14" 16' --1 TJi@ 210 Joists ~. r2~.. ---r 9W 11~' 14" is' -l TUoo 230 jo~sts L1 r~~' lW 1 r 11M!" '11.I" 14" 16" -1 TUG) 380 jnll~ L1 r- .~~" If-!---r Wi" Vi~'. 1.4' 16" -1 TJilll> 560 Jl>>ists MW BUILDERS LLC PAGE 03 P.6/13 I ~ .)> 11 ~h " ~ tW' l/480 live Load DeflfJction 1I1lpth fJI. 40 PSf 11.. Lold {10 PSF IIod l~.d 11N o.c, 18" D.C:. ",2~ D.C. 2.11 lI.c. 12~ D.C. 16'-5" I 15'-0' ! 1 - I 13'-Z' 16'-' I 15'.D' 13'..11' i 12'-5" ~_11':.3.: j ,~t~r.~.i: ,11'-10" 'J:" ~~',:'fo-;- - ~Tt~~"':~{i ".~5~:".,_:_:lf-l0" -L.1~~~: ... 17'-8" , 16'-2" I 15'..;J' 'W-.2" 17'.gw 18'-2"' lS'.a" , 14'-2" _" }~':f... ~,_..\l~--,-.1ffi~!..._J,s~,:!",O,'_. , lr.7~" _ 17~' 1, 15'-8 .: l4'-C:~U 20'-6" I 13'-" I tr-ll" J 16'-5' 211'.6', 18"'8' , I7'..:!' I W-S'llI , 2J'-O' : IN'''' iiLi"-:-16,.iQ;- ,- 2i'CO'''' '1s;;;i' ';n i8'-1: 'I tN'1Il '22'.i1' , 20'-11"'! 19(i'.u"':".Mi'M".. - i2ql,'-t-..2o':Ui,'- j' 'W-S"' " 'ING"11I 6'-I! I 23' 9-'- ..' '22,~"M..,'_~0-;:g~-' "''''2'6;;:io''- r -23;':8" " 2~'-4' 2D"..9'lll 22'-Z' I 2D'~3' JII\o9"; 16"'9.~1 21',,11": lB'-9" 17"'1"~1; 14'-,'01 'M'2qi-=3' "~".iil~"--i' 2.0'::0' 'I 'ir-4~C11 Z!'~" "-2/i_jii"'J "[f.g,;~-Tf.:2"a'- -, 2ai.lil' ";".. if.i'.- '"'foqj"''' ..... i'g;~i' ' 21)'-10' I U'.8' ,"19;:9'''- I. 'l}l_l"li,'- '26'-0' ' ZJ'-!' , 'r" 22':." ' .~'2'jjl:9"W- -.16'...,.... -:- 23'-!' ~ '2t'-4'('\. j 17'-10'(0 ., 29'.6" 28'-U. ZS'..JII' '.: "ii-G" .. .- 'M'::j"-I-''j,7.1'i''. 'c' 2Si~4~Pj' '" fQ':ii;.m 25'.9" 23'-6", 1.2'-\1"01 ,I~'-S'"' 25'..5" I 2l'-O'nt ,2n'~"1l IG"'-1" '26"-5" . 24'-1' zz':!i'''''r 2'ij1~i~-' , ""i&"r'.jol '-,-~ji'2' . T' 21'-2"01 'I' l"-J'(l1 . 'ill'-9' : 26'-3" 24t:ll'tlf' :"iiq~m." '''jj;-1'--+';j5..r-ii)~~'~q';'cil''i'"ir.io;iil'. "a2'~S"'-i- "W-so-- -'28'~O"- I' "i5'" "Ill ' :.r ,I "23'-r """is':fIL1-'."iO'"-lpni' L1360 live Load Deflection (MInImum Criteria pet Code) ~D PSF Lift Lull 110 P&F DuLt Lolll1 40 "Sf Lift Lolld I ~o P$F 1l&ld LOrll! 11'"11,11, 'G~ll.c:. fI.Z"o.c. 24"II.G. U"u. l&"a.c. 19.~"u:. "ac. 18'-2" , "lS',,7" : 15" I l3'.3' 11'-S': l5'.8' . 1J'~ll' 12'-5' '.l11;~i' : 'l1'~5"': 16'-f;" '," is'~iJ'-'' ".. j"W-I' - ..mnjT"9"-w~""-i5i..:&,; ---(".-la'C8"~- -. L9':j;""~".I7-:il;;""-' 16'.11' i 15i.:9' 'l~T_,.'~ ,. if..i'-" i.' .i6q"i,,-:w'''ii'~5"'-- 21'- 18'-11'" 1 -3" i 15',S"1I1 J9'.1I": !7'.lIfl I 15'.8" , !~'-Il"Q' :i2'.ft. ! "iDLe;" I'''ls'':'li' .-;-15J:ro.-' _. 'ii'-fDi"j -"liV.i'P .-;- .'1i'4',- f W:!i'1Il 23'-3' I' fi'~.3,,... ..:.. i!Y--w-T-I7Cg.-" -... 2.7'.r-,-'i!i'Cji''' ...;- 18;;''2" -....- i"il':s;,n; " ':~l~~:~ :.Ir .~~~~2.' :~~ ,'f!'~~,O', . [~CI~~'lll is':"'; "i' . ii~1: '" Cf;g~!T.,OfIO:lI!". 28'-10" 2&'..3' 2.'.~" 2a~0- iff-IIJ" !S'.S': 24'.." , ~O'.\1'1Il ~j'9' : 20'..~I' I III'M9' ! 161-9"01 21'-8" i n'-9" I 17'-1'11) 1 14',7"01 '~S'"8' , 221'5" i 20'-1". I'" lU 14' tli ' , . n;.g.. "," ""zo'.:,a- . : ."fBi.i"lij" 1'15'~;cil-- "20'.:.4- "j 23'~9' '21'..1', '19":4'11) 15'-D~ I '211~8ft' ",nl',i..:"g'loniliY;Il'" - W:g,- "-".28'\:3'"'"'-,'" Z~:9;il)' "'l . '2i';S"II). "2';090/: 28'-"(1} , 21.'.,4'01', 17'_10'11' ''''ai'.g;;" -t. '-.zg.:9~-'-.'zf.:o' -""-i5i;;2'm . -ir,j" 'T "is'-'90" (" ni.j..,i ,. :io'~i1~iil' 27'.10" ; ~4'-1' 22'oO'UI I l~'..s.'l. l5'.S" ~Z'-Il"dl I 20'-1"'1 : 16'-2"11' .. '29(2' " 2&'..s' " 23(2'" i . 20Q'1ll ~'.g'< i 231"21 ~' '~lq"il" I' i7'-1'4l)' ., ':31 '-10'" ! :i'g':o.' , I 2S'-lo"m : 2i'~'dl "'.~. ~; "zu':;ii'i'! ': -2ZC4":.nl 'I' '11i-ifi",il- UlI -'1fl':i~'" .... ii.il.-.. 3i'~Q~(Ii' .. .'-5;:2"11) 'is'-I" 17;,rtll: i!6'-a't11 2O'-1l'~1 · lGII~-48fl11 ~e1leetilDl un~er dqd Ia.d. wbicf, indttdc: UlII'lIItfuct at Glesp, has: not _ CIInlld.w. BIlItI ;alic spans re&at Inlllll du' load detlllllIim !!IlludiaG 0.33-. 117/'" J4~ 16- IW DlIptll 11W' 14- 16" How to Use These Tables 1. Determllle tile ap~l'\lpriate live lfttd denectlUn clltafia, 2, ldllntllytb~ fillll8nd dead IQ$d conditiOll. a. Select on-center spaCing. 4. SClIn dawn the cch,rnn until you ml!6t or em:eed the sll1n of yoor 21lJ1licatlan, 5, Sdet't illl\/Rl'" Ttu$1ol$tO TJI& ioist a~d delJth. General Notes . Tables are b9sed on: ... UlliTonn lOilds.. - MilI1Il'B!trlrotiwof ~iltl~le Of ctllltllluUllZ span. - Cleet dl~t~"a~ between support. ltW rnl"illlulIJ end bellrlns:), . AssomDd composRc actlllll wltlr g !inBfl! layI!I' at 24- m..eQlltar l:plln-ratcd, glu&-nelle\S f1ot1 panEls for dllf\2Ctian 01111 Spans III_II lie reducecl a- whlll floClt pads are nallid 0"". · Spans B'll\eI'atBd fllJll1II..8vBI'" stlf(wa~ may meed the lllJ:lIIS shown ill tfIe$9 tables because scllware reflects actual design cClIdltions, II Far loadIng conditions nat shown, rnfm' to software or to th; load table on PQ~ 5. 1m m.d t!<<1mfm "11Ift thI ~ hmr tIti1t afIIIIb Jmw a IImJt-If/II /1fIIftN'I1I, 76 0IrIIIr MIfI/H:Itm; /lItlIklfJrJrlr pwt1Pmt.lIlIt'Jf, ~ tJtJt TJ..Pra~ R~. 4 IL~ Tn.l4 Jeiltt"lJI* Jolat .$p~fler'" IZl,/iCle TJ-.4000 Febl\l3ty 2007 111' 14' t~: [,t" t~ TotIl U.&BG La:ld Lf48B lJI.d . W .1. 1Sl. . SO ! 9~" . 147 : 1&9 59 ,1U io l' i1.-..- --.. .. . . " ; Zi15 '159" ..; 'ta"o' - 98 158 64. 125 '~'4"'" 'iiB"' .0.._.... .. I> 190 ", I&Z .. lZl 83 I 109 57 I 92 I ~ ..:....i1f- "';'-"',"1&9 .. ~ 1~1 '97' ;"'i21" - -67-T"IDr.... 4fT 81 ...:....;.fl~~.,:.:...\. m .: i ~~.~ i~F;~tiF::.~F\:~~r~:.:}).~~t . 2g4'" '';'" "2l8' .-.;;. . is'7 .! m las, 148 101 l32 m 152" i!Z7 .. I lllU 113! 91) 69 85 .. '..... ._.... _., _. . .., . ....,,- ,ofio" "'* '1 1ft! ..:' 141' -''; -'Iii -"lif':-'ioa'" '69, 94 51: 84 I .."....,-.-i3S... '" : I~a '. l-nisli" -... "'136" . '104 ~.'1I9 7S 105 "5f'-;--9(" .-~f'.=-JC o_.L_~.._ .. . " 241' -"." .,' 193 ."". I 192 ~ ....~.iii:... ::".-'.r.l~r:- -:Sf.' 108 711 I .J? ... ~~. :..J!.. .....4!.. .. ~l ",," ","'294" . .. .' Z3S .., 17 .. m ": 148 "! 1JZ 107, 119 113. lOB 66 99 210 .. 1811 141" 121 ..' ID6 1I3 94 69 i 85 63' 77 I "'" : Z36 ~ 190 "'" .: 'i5~' .. :r .Hi36 ";", J'J9 iao', 10~ "ti"'rg"s" --57'-"&7''' ... I 580 . .~. .! ';:~ ~ :"~i; ..:.:-.:~.{~F=.~...,i~..:..-:.. "'~;~ :' ~}--...~~l~~~:.:=~.~:lfr '~':~.;.:~ -Indicate. thilt TlIlIIw' vatue ~lJll1IDI$. 04/18/2007 11:20 15084374587 APR 17 107 05: 26AM RAASCH ASSOC Fl,...ooe.. \$b\:; -r' How to Use This Table 1. CalClllatll actulIl total and live IoIId ill pound. pe~ finwat focrt (plf). 2. 3cIllCt lIpproprlate Jvil111I'Jt SplUI. a. $l:llll down the CIllumn bl find a TJI~ joisl thlll metlts Dr C~~$ i.lct"iJr tot.! ~lld till! IDOld:;, PSF to Pl.F Conversions a.c. SIItdng 12" l&" 1 .~. 4" 20 ...~.L:. .. . ~ WARNING j(.;i~ts ~re unsto!1b1c until braced l~tNany orJ IIDr II'Jft tJfJ.p;r& rmtIIlnrJllt. IlW/fUMIY ~mn.T. 8racin8 lndlldes: .8IoGkin!,l . H,"n0"~'~ . Rim 80ar d . Sheathing . Him joist . 5h~d' ( il'lO:s M IflJrsr.lr 6rJHIJiIIt /llJJrI1ak '" lfIIl/ru(ftlJrI /,is/J. ~II ~..". ~I1T'" ~ fJl/lIl1't ,=,Iti ,,,, j#Iim IbfIf In IfioI"fbJl. ~~w BUILDERS LLC PAGE 04 P.7/13 FLOOR lOAD TABLE 1 LiQ Lolld 1J4ID 22' 24' t~~ Tvtll ~~d TLotal L/.1I0 Lolld 114&0 'lId Tatal l~.ll I .. . (' ... '\". . _. --.-- ..... 'I ...1. ......._.,... ....,1............... OM . ~9 : 78: I . .. - ..3!j....... ........ I ;~ . j. li~ S8: i~~' . - 45. .1. ~.9j"" Qeneral Notes II 1'able Is bued 00: - Umfonn IDlldt. .. No cnmposlte actIon pI'tlIIlded ir1 sheathing. - More reslrtctiVII of simple Dr continuous $pao. · Tatal LG.~ limits joist dE!llection to L12411. . Un load 1& beNd on join ll.e!flectflHl of lI4Sn.. . ft a 1M! load dIlJlRl:tion limIt o1l/360 Is deslhld. mitlli~1y Vlllu! In U,e LOId GoIUI1111 hy l.3S. 111~ ruultinaliwload shall nDt exceed thll Tab( laad Sh~ll. UlJlR'."NB NDff:'r'. ~8r#~ pmp<<braciflg duringCDlUtttJctiOf1 can n:~aft "" If', .,;"'. r7JWRJusacddIllrtt.ObteMthetrJl/owllltfluldelmes: 1. All bIClC~i"~ han~ers. rim boenls, and rim joist.'llll thllll~d sUppOtb of till! TJI13 jol'St:J must be completely InAtllllsd And property nailed. 2. Latllrlll strength. Illre I br.cn ~nd WIlU or an existlnt decll, must be estzbllehed at till) ~nd5 or th~ bay. This clIn \l\.!;1I be OltC1lmpll:Jhed by II tGmparary 01' plUlllaocnt rlgr,k (sbe:rtlllngl1alltllnorl to the Ilflil4 (eet 01 jaislY at tile ~nd of the bay. 3. Safety bracln, D1lx4 (mimmum) must he n:l~ed to a bl<lald Ind Wl'lll or sbeatlJed Area (as in notll2) sod to eadI jai~l Wlthlltrt thl~ btKing, buckling Jddewgys ar rollovor is highly probable ulldef lighl COl1stmr.ti~lIlnlld~lIeh as 11 wllIker ll1' one 13)'l!l' of unnallad .!:hellllllng. 4. SheathIng mu&t be ClII\1plnhly :rt1ached lu each TJIO joi<< beforn addlllllnalloads can bl! placed on the system. . S. Ends of cantjle1rer.llllQUlre safely bracl~ on bol!\ tllf! top and blltl.om flanges. 6. The flanges musllOOiil.in slrdil:ht wfthln a tlllerana: of W from true alignlllent. 5 u.evel TruJ:. ..Joist" TJI" Joi;t Spgclnet', GuIde TJ-4000 F~brua'y ~007 04/i8/2007 11:20 15084374587 APR 17 187 05: 26AM RAASCH ASSOC ~j~lll/offtt. :~~~1~3;~:~~7t' ..~~:...:."~,.~..: MW BUILDERS LLC PAGE 05 P. 81'13 rJ' IUS/IUT IMIU ~~:~~'~~~R5 ..../. '"'" nR; ~ ptrlfttllJ/iJ III t;;/mIbJr ~ /lm1JH rIf flJ .:1" rtIm'f6If~", b) _fir 1rJah. 1:) //J1IItII' itllwr.d~, ",,, r<<ttafR:llhlll Df IIII/rfJ fn1atta. ; B i ... ~ ;:l:, <ii i :c '1 o i[,\ ~ f The improved lUSl$l\ow full, .~lIUbIa wIlh afmlluw fllllllle ~jo'*! l-jolsts wIth flaoat ftli/:tQ1esus belwEeo 1~"'lIIld 1W' Rble~ Iht filII IIllaWllllle table 1!J1I1Is IncllldlllD uplllt valli'. $IIG joist nails lire 11M rtlp/lllllf! 'hie IUS is . ftytJrld hlnlget IIIllt Inl1GrpDI'llIeS Itle allY8n18gu OT Ihl! fllllll mounl81ld tUIl 1lI0Vll11langer. Inllllllltion is fast with tile SIrong-8rljl lnd SlIlIp-ln 'oIIll ,..-.'8$ "'long willi easy---..rellllll fRee DllIlucallolll Hd telf-JIggInG lanlar 11Ibs_ T~e MIU Slrrlcs flIIoollrs m desfgnnll for COmmercial and "'on loal1 '-joist ~PJlbtlons wltMu! reClulrll'l(l web sliffertel'S. The MIU features ~lttw Angle Nailing (PAN), whlC\) tninlmlzes sptlltlJ't9 of the ltangll~ Whne pc:rmlttlPI(J ,IMe-savlng nl!l1lng from a bettltr Q1IqJ~ The JUT featllres a btllll-tatl Whie-h nllls into the I-jalst'i battcll11lange WI'IM web st11'lsncrs are not Ullel), or ~irettly Into the web stiffen~r. l\';m::Il'IIAl': 1'~!/t!'~ ~11I;l:r.::r.'l lor l!elH!',:,,: njlj~!:~~IlM i~ ~ 'I.", 1lIll1mnstrains the member, helpIng to mduoe squc:m resulting from JoIst movement. MATE'AlAL: See Iabl~ JltlgD 7H'I. FINISH: GalvaniZed UPUFT lOADS: · Mo~~ls have Olllltlnal triaOVle Jall'lt. naill'1Dles far addltlonal uplift. ProperlY atlaoh~ \IIe~ stffflIne~ are required. . 1U1'-a6d two aOOillol'lll110lb:l W' joist nails for a total uplift load or 480 Ibs and 8l'S J~S (3a% and 80% lncn:'&lie n:llpllctlvely). . M!U-add tOllr atldltlol1ll1 Odx, W' joll;t n~n$ tor .a 'tIlta' uPlift load of 7aO Ibs and 665 111$ (33% and 60% increase respc~ty). ' " IUHor additional uplffi: capacity optlonc refet In teClMIOllI lltIlletin T -oPnJPUFTCWP_ IMSllLI.Al10N: · U3S AU S/Jecltled fasteners. Verifytnllt the t1el~er caD take Ibt Ilqulred futeners specfl'le~ In thll t;l)IC. S~C P3&nS 75-75 for more Inslallatlon Infom1ation. · IUs---mtlln hanger 10 header. Posltton I-joist into hanger lIlnd !Inap inta place. No 10lst "ailing reqUired. Same IUS models havt tclangle and round Mauer lJiIil hales. Tb MhloVQ Max. dOWJlload, fill OOth rollild anti tr1llnllJs hQI~s. .. _lJ~-I..':~::~'J:' ~nnr~ ~r~ nt'; ~1L~:n..~i!'~l. '~h~!! r,r.tv l'l~ II :l!1. :,~m:. '.JJ :'Ill;Ii'$! II'.!; l"~:~;;~~ \2h!l1l,~md:.~'l. . IUT -oPtIonal seat dlamOl'ld hOle allG\W al18m~1l attachment of hanlW. See T-OPTI,IPUFTOWP. · Well Sllffllllers are /'lOt re~ulrell willi l-j[l1s1n when the !alllt top fJunl'le Is Iatfll'211Y SUJl- pOTted by the Sides of the h,lllger. I-Jcljlt mBrlufacturers may require well stlffsllSrll- omONS: These ~ang"rs c;annal be modlfiea. HaweVl!lr. ttlese modals Wllll'1ormallY lIllCDmmodate a QIceoN of up to 5". :-Ql" ~10iJ'::~ io!s:s 1111 III 'k)2 !:!.:ll~ J~ ill: N:r::t:::wlI. Ci<l)lUlQI:~ 1~:.?l't:1111:r: lJ Y:':l\!, tests ~how a 10% rl!ductlon In ullimate hanocr llb1ngth. I.Qcal cruMllnD 0111le bottom flange or m;e!slw deflection may be limitlnV; ahDck wittt joist manufacturer 10r speclflc limltrtloltS otl bearing 01 ttJIG ty~_ . t. , j~ . I I IUS (1f1Ifte lOll IIIadel, barn: trI8tIflB IH1I8$ hi hfld., flail'S 1tIr MbJAfIx 1l1l//IngJ U.&.l'alIlnt U ,m.321 IUS INSTAUAnON SEQUENCE m;u AttllCb lbe IUS to lbe lrealtet . ~ .. MIU . ~ .!i . f . ~ .. . .. . MIU Willi 4lOneilt PAN InstallaUlI1l mu srlae Ire J.jlllsl O~~ll~l!rl1 Into IhIll.18 UlIoIU It re.sts ablM Ills I'!r" teartl"'" ./ .,' f fUT I U.s. PIItIlIC t' 5,555.694 , . OJ'nONAL · NAIL LOCATIONS ~ 8~d tall Into till! NUOm nallJle aDll1H1t1l Willi tOll l: 1'W' nans wlllIn weflltl'ffanera Ite nol IISlld III help rIlt1UI% f10Dr sqUlllb. SNAP-IN TEARDROP No oalll relJUll'l!d! tlarDal'lt C1el1lil atlll~ SIeIUD Intlftg af ioist. f & '.t:. o g. . I f I i I mu FirmlV plllh Gt IIIIJl Noill kill, folo Ihe setl Df till JUl. l'I 7T 04/18/2007 11:20 15084374587 tvl';J BUILDERS LLC PAGE 05 APR 17 '07 05:27AM RA~SCH ASSOC . I~ .~:.~~:: P.9/13 Face Mount Hangers.. I-Joists -. ......rrl\ "'."1" ,.- ,~ "__..1.0.'" . I...... ~M"""'---'_ ..J~~n:'~ ........ ... 1'u.-_ Adnl \IIllll Dilll8llsllllli I"al:IlIIII!I'I 'ms ld.ltQd,r CGd, Jolll MOCIel - CllI DFlSP lip~ec lfellll' MIl, ........... ........ ~!~~ ,: r,,: '-~if:' :;~, F10D' ~,. Sfl:8 ~e~d ~IM RllIII lIT tf It 1I1lev Jlllct t'~ .t1..'!!t j~~ ~_. .0. ...,1. .....0.. "." _ OR ... rUS1.5WUi - 18 1~ 1M 2 a-lOll - 7! 75 935 lD15 117D 810 5130 1010 .u. Ill:;, ;;:C ," 'j. -~ .:r~_ g--- 'f" , a: 1oil,ov. 2.1l1dll1 \0) ~ i!fj:J 730 635- "Dll1' "65- ,go 780 '''''1l9'f.t IUT211 - 1$ ~~ "zss- eM ]Imt . 96b' 8. 3i. 91, iOZ1 l'l',Q 9 2 ,.,1" tt:;1.~1!... 201011xl ~ 1 D2Il ~.1!O,. 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J..~95 . ~- -~. . 14 .,,~_~ 1~1Od - le16 J.~, 12.10 404, 'Ull. ,it! - 18 .-'. ...... .- ,;"" 1~I5- IUSl.B11l4 /Marl f7,l 2. 14.1tld - 75 75 1GdO 1905 1 !l8O 1 t\25 177lJ --, ...."....""" ~- ~ 1275 1'\6S 1590 ~.i Jffi- ~,. 1'tlo l( 1~ 1UT14 18 "'YlA 1~ 2 14'1~1 Y.. Z.10tb:'1 V. Jw.i e. au,. I ~! - 1r~ . .. 14:fad"- 1~ l1. 2-111l1X1!-1. 24~ 2$S 155'5 T78S 1940 1~& 1li45 11180 'Mlii1_ii1ii~- -I - 16 1'l'1~ 130/.. 18-16d -. .' -~,~..... ~o- mil 2SGS 2070 2m 2590 -'-ift:':',. 2Ih 3::!..~f_11. . 255 211115 ---. . .. .... -...~.---- - '''II''. -"",.- lllS?& lnt.t~l'l._. 18 1% 11S 2 14-1Od - 75 76 19,d'p _ .l.BM. 19110 141!1 1826 1770 44. 1t!~ t~t~ - ~i!! 1!'AX16 IUS1.B1118 (MML 1.....- ~.,- 1\4 16 l 1tHOd - 75 75 1810 ~ 1615 IBM ,sea MI\J1.81116 ". :- J!i.. "'~ .J~~- 2i1l1 >>,6d 2,-10dxlYo 240 25S 2660 --. ~~.. ~'I 2.&45 -~ ....-..--;.- 170 n(.)l;lB-20 MI111.81f10 - 18 111\4. 15% 2W ~o..16d 2-,ooxm 2.40 2.'l!l 2680 - Z865 23DD 2114S 2885 ....,,_. 'iUSa~:e-' &:1ii-' ........ ~" ,..."""" roo .. 810 930 ' ~"\im:.~.2~ - 1fl ~~ 9\1'. ! 18 75 !lS5 11r1S 1170 11J10 2x914r 1Ul'2.~._,_._ ..7':.. ,2L. -'2\7,;,' -G~;' '''i- ll-Hlll 2-10llll1 v. 245 Il~L ,~, ,J.@L .111D . ~78 . "'8eS- il60 8.36.91. I. : b~ 11)8z.o1l.'11.88 - 18 2% 117" 2- lo-10d ~ 75 76 1170 f341l 10iQIiS 1010 1160 121i5 -44 fQ~ l~A 1UT2.OtiiP -1lf i"/l~-' V11'~' "2'- 10.TOll 2-1 Odxl 'A 245 255 1110 lz7!5-- -i3lo'''' .'ssf' 1105 1~ ~au.BI I~I luiiisiWMinl ,_ 2 . ___","'1. .""'... - - j~ J~ ,a 2% 14 1Z-1Cll1 - 75 /"5 14M, 1615 .!?s.?_ 1210 44, tl),l.12b 11,JS2.D6I14/111n:' - 1B 2rZ- -i.r" '~'f" -i4-1~ - 76 7S 1ll4O 1885 11181l 1415- ,~ 1770 IlJr./..Ol'iJ'l4 - 1B .. -2~ . i3i~;' --2'- 14-10ll 2.1 O~.lt..l.:,!,. :145 Z59 1555 'lm 1940" 1345 l!i'l!l 111~ !. 3,!. 91. ;~.~ -.- liiifilBii6~{Mini' '".:::- 'll I .. ;5-' 1!lll5 19S0 1415 -,770 ~.." 18 -~" 2 14.1Dd - ltl40 1625 'us2.0&'lGl-.~)- '':':'':' . ff- .~. ..).~ .. ~_.. 16-1011 - 7Il "Tit. f8lL .,1~. Jg~p' 191!> 1_ 1ll1lO 44.10l.\, Il'[i :1/~\'JI...1.1 I ._ .~l. ,..Z~/1- !./.. ~ ;, .1).1 7tl 'J f/C:, !Wi I r't ~fn ll.:I\1 .r"n ?,' '10.1, l!..~- -:r.g... ~ff~ '. ~.~ ~" ~~ ("~ --:r ~ lit !) :!' .- 1<\"Sl: :H ~'E~ 1.'~ . ;~IJ n., 'l$l~r, l~';ib ibio i!~~. . .HIo ~~J. _.~_ __._ .._ _ u'. "'."_ '-fr fU~~ C ~r'~ f I.~ .. 1~ ~"" 1ft.. 2 I~' ~url u '(~ 117tJ 1:J.1!l_ I 'b:l I vii. 110;) i:'ll~l ~-l. jllli, .~ii . I, .1 ., l'I~:~'.' .- ~il'S "zkj,,' -~~.. ~1"~ ~:;'JI) i-I;':2_~'I: ~ I', ~.I.. .-" -' . .t~;, \; ~Ol~~ 1 / nu ~tl:, 2:4,'iIT :.'n ....?! ,','/ 1,l :U~:~ ~2.~ ~..._. ....., ~. .u !"", ~ \ r ~ ., .~'1li'. ::~ I,. ,.lot'" P"il1 l~~:: .2,11 I~ll!\ 1:1\:\ -II, 1lI~. !f'~ ,..-.. -''':-' __.1..... I."'III~' 1770. ,. I.' . 'l lur'~.~II/:f, ':f ~IIJJ tl~ ~ .',!tJ': 7!: ~rl"lrl ~ac~ (lJT1Ii 1~1~ ;1;7!> ~~I'.." 1Us2.3719.5 -t Id,.. .....--, --..."",. ....,...-- - J1 · .~~t +."~~, f-. Z a-1lll1 - 7S 75 1135 "'ElL 1171l 810 930 '010 U.10::_!~~~ IUTSS10 - 18 ~ II 2 B-l~~ ~~~!..'1. .~ !!6Ii 7<lO 1l3S - B10 GZS ~- , ~l!9_ &. 311, ~, 121 ~ 9 2- e--10d ~.!O!!~! ~_ 2.45 255 Gao 1020 1110 770 .~,~. _~l!$ID ~..x911.1 ~"..III.' .-, 1i;::;6d'- '240 2140 2331) ~_._". - -~!.. i!'Y~ 11% 2~ _!:11~1~ , "~." 1880 1610 10511 : ~Il 170 .. ., "nil' 1 $50 r iriio VS610/14 .I 16 2o/ra 9 2 11l-16d e-10clx1 :h B86 1 /JiiO 2140 2300 16?0 28, 83. ~ I,.' tlllSS9 rMIDL. __ ...l.":'J;[. ~l%. 8"(,. '4-160 S-'D~lY.~.. "7iJ' ,'~~.~~' 'iS7S 1825 1870 ..I. 2.~ 2155 234S 2030 2G:'i;~ .--- tlU359 (Mf.lll ...L 14 2'l'l, ll""", 21o!. 1 8-1 S~ 10-' Odxl 'It . {!Q!. ,1 ~~~ . i~'Q 2775 3lJTli 2090 - 2Aiiii' 2&10" J~S2.3"/11.6B - "la . iiiJ. ) ~~.. . .~... to-1M - 75 7S 117D .!~- J~S 1010 1160 12if" 4rliil1~~rf' IllT.'l512 18 _~':I!"...1.1.~ e 10-' (kJrl Vz 2-1 Ddx1 ~ 245 2~~_ . 910' 1045 1140 780 895 975 B.26,M, m - '1110 ' '" i~~" 2% 11~_ 2 tll-10ll Z.10dx1 ~ ~S 255 !~9D 96Il 1100 ~200 ~., -i!i;' "-16>16t\ - 2!J"1ll,,11% MIll ,~~J .'''_' - 16 2=lt 11 v.. l!.1l111X1'k 2~O 255 ~'30 2445 2!llll1 1&40 2115 2300 170 -,'j:1$i" _I "'~I"l'll.1I ~ \' "- ~i116 J&5J_~!> .., ...- ./ 16 Z'-f.. 1~ Z 15-1 [l&c'l1Ai 720 8ff5 2.130 2445 ~6!i9.. .1~O 2300 ZB,83. 1 ?II '.', .."........ ~l(MlID.. .. ._0( 14 ~l!'iI 11'Ad 2K It>-1arS e, 1lld1;1!b 720 S6S 2t4S 2.4&5 2880 J~l 21M 232Il tlU3S11 ~l _. ./ 14- 2:ro 11Yr. 1M 2f.1'6iI-'" 1[j..iM~1l,i. 1200 1440 2QSIl 0090 :3685 . ~!!D i9ss 3190 2ft 1:,-1, ~~(t.'11qt~ ,.:.l~"" Vim 14 l 11:-106 ;::..- -.. 1175" 7S 1405 1111" 1755 1210 1Cl9r '1m 44, \!It., li:~ . - _h'_" ..,..- lAici" -;41f 'W?B ~'4(~L 1t'Yo. 1~ 2 14-1Od -- 75 7li 1640 18ll!1 .1.770 1 2% 1~% :l 14-10d~1~ -2.:;Or&fir ~ z!JS 121S 1465 1590 !~O. J~ 1 :!ti5 21\1'0 z 14 1lJT'3S14 . ._~. .. ~8.. 2% 1:H~ 2 -'-"4=1,oa"~I~Y._ 245 :l65 1555 178S ,'i40" 1$45 1545 1 !ISO D. 3&, 91.111' ~~:...;.."'"-...... _....'011 ailW' ~l.I2~7n4 - '16 ~}f, 1~'I,I1' 2!1i 18-1&d trQ~ly, 2411 ~ 2M5 Z758 2flllO ""~. .~~O 170 tl~S'~)~L.. +-Z+ 1.4' ~~ 13V. ~~ Ie-tad" t.liih"~lo Q60 11S11 24111 2775 3015 -~O:!.. .;.l\f!P_ .~610 ~e,~ I~'" . _ _ __ ~U3514(Max) .,/ '.L ".~ . _m~ . Z\I;! 24>15i- 12..'i6iiili" 'l~o. .1J~t ~.!.5 37'00 4020 ~7a5 3~ ~i~.. 2fi: ~':::... . .. 1i~~ Ij ~, ...r <~~ ! .I~'~4 i C,,-" ~ ~ Oil ~ -i ! 9 ~ i Se4 fOOll1IJI~ on OpOo.llo J)~ae. CGIIES: See ptl;gl 1t! fliT Cod! U::lin~ key CIla/!, I l- f g. ,. I I I i I 79 04/18/2007 11: 20 15084374587 APR 17 ' 07 135: 27AM RAASCH ASSOC tvlW BUILDERS LLC PAGE 07 F.10/13 <Ii) Wood~9L~~e COMPANY PROJECT ~&S Engineering Servloea. U.c WerbeekeslHOWQl' Realdence N2314 Comhu~k Ortve InfiII FIoO~.f~~ GrecrNIlle. WIsconsin :;4~ J-" ..,- 'M" Plwne: 92o.7,S?;~~~, ~m BOiiTd.\YWCl'') 11.... 4 ~?n1T7 '-!'lfI!. DQsign Check Calculation Sheet Sizer 2004 LOADS: (lbA,~,Orplf) <RlM BOAiLD 1.oad Type: Di.strib\l:c.ion Magnitud~ Location (~t:1 Patte:cn sta.r~ End Start End toQAd'! L08ctJ, lJ;JeaCl l'o1nt 1~1j 0.67 !irQ .,' - .------.... toad2 :r..ive po!".'!: 311 0.67 No MAXlMUM Re" ... . ... -----".- " ' .. --' _ J _... . . I _.._a.__ .l ~ D' 1'-4" r>...d. ?9 eo ;t.;l.ve lS4 / 157 Totd:l. ~34 .21' il~a.ring: 2 LC n\ll!lber 2 LlU.\ath 1.0 1.0 Lumber4oft, S-P-F. No.1/No.2, 2x10" Self Weight or 2.8 plf alollvmutlr:::ally Il'IOIuded in loads; \ACetal SUpport: topJII: rul, bottom"" at 8UPPQfts; Lo.d OOl'l\blr,ations~ toe-IBC: SECTION vs. DESIGN CODe I\lD~1: (~psi, and In) crlt.~rjon Malva:!..; Va1.ulll Dcsi.an value J\nlll\l'll~s/tJesicm 1!I~l:lia.~ :tv - 22 !'V' '" 135 1:V(FV' - U.J.~ Jaendil')9' ( +) fb= 8'7 J:1:l' - 96;2 ~/fi'))' = 0.09 Live per:!.'n 0.00 ... <.1./999 0.04. = ~~~GO 0.00 'rota1. D.~l'n 0.00 '" <L/9M 0.07 = L <:40 0.00 ADDiTIONAL DATA: rno'l:QM: ~. co CM Ct C3:. CF efu Cr cert ci en :Lell E'b'+ S'7S )..00 1.00 l.00 1.000 :2..100 J..oo 1.00 1.00 1.00 - .2 !'V' 13!\ 3..00 1.00 1.00 - - - - 1.00 1.00 1.00 z Yep' 1.125 - 1.00 1.00 - - - - 1.00 1.00 - - E' ~.4 ~illio~ 1.00 .1...00 - - - - 1.00 l.OO - 2- Dend!ng(+l: ~C* 2 ~ ~+L. M'" ;1.56 1.h!l.-ft Sh&a~ ~ ~C~ 2 = n+L, V = 23', v d~.ign = 204 lbs ~cfl~ct1Qn~ ~Cj ~ ~ n+t ~I~ 13B.50eOG lb-~~2 to~al Detle~~ion ~ ~.SO{Dead Lo~d Dc~1~ee1Qn) + ~i~ ~oad Deflection. (~"'C'Iead Lelivc Sm~I'lW lll-w!nd. l"'imp~lI=t C=oon::Jtruet:1on cLd~conoentrate~) (~11 ~c'~ Are list~d in the ~aAY$is output) DesiGN NOTES: . 1. P1ealle veriry That the dafa~ deflection 6mlts are apl>roprlete fQI' your applIcation. 2. Sawn lumber bending member& Gtl;lM b~ lafDrally cupPOI1ec1 aooordlng 10 !be Pl'O~ of NOS Clause 4.4,1. 04/18/2007 11:20 15084374587 APR 17 '07 05:27AM RAASCH RSSOC tvlW BUILDERS LLC PAGE 08 P .11/13 6 WO()d~Q!'~dO COMPANY PROJECT M&S englneering Servi~ LLC WltrtMl~ClWer Re9lcfenoe N2J14 Comtuk 0rIIIft Inftll Floor Calcc Cilreenville, WlslXll'lIln &4M2 Job No. 07-101 Phon~e~ 920.757068'45 edatI~ "'_.r.W'IlIb .. lI..... ~".,.._.~A.AA Desigo Check Calculation Shaet MAtx ~p~ Sim' 2000t LOADS: (Ibs, pst, or ptf a ~. 13":1'1 ~ TJ ~ Load ~ype D3.!!It:cibution Wl<p1itude :\.oell.tion (ft.) pa,;tern ~~ Sta!:" :e;nd S~cu;t. End, 1.0::1.41 I Lo~CU ~elld I f'\lJ.l OOL 155.0 NO k~ POS-r~ LOl'l.d~ L1ve Fu.ll U01. :ao.o No MAXIMUM REACTIONS (Ibs) and BEARING lENGTHS (In) : -- \ .-'"!l ~~_.- _ .. ....... I . _ .... .,.......,,_..,,__ ~ 0' ( Dco.cI 6"il7 '<1'1 ~Ve 1240 1240 'llotal lll$'? 1667 BelU::l~= a tl:: number 2 :r.enlf~!:l. 1-5 1.~ -- Lumbern..ply, S.P.F, N~/NO.2, 2x1X'. 2-PI'ye .-J Seff Weigfrt of 8.82 pit delllrly Il'lcIU&ld In loacIG; LtdInI support top= fIJI, bottom'" at llUpI)otls; Load c&mblMti1lns: ICC--Iec; SECTION va. DESIGN CODe NDS-aD1: (tlms!l='p!ll..nd In) cdte.e1on ;r..nll,l..r~.i./1i V;;llue Oas;l.an V.lu@l Anal is.i./oCl$,\.an Sl'lell.J: fv .. 64 !'V' '" 135 tNfWV' '" 0.48 e.ncl.inlr ( +) fb ~ 7U: rb' .. $75 :'fb/Eb' = 0.82 ..~ve tlefl'l1 O.O~ '" <,,/999 0.27 = ~~360 0.21 ~eeo.l Dcfl'n 0.10 = L/USl 0.40 - %" 240 0.26 ADDITIONAL OATk meTORS iF. 0:0 CM et CL or ctu c::- Cfro;; cJ. en :uc.t }'"b'.. 975 1.00 1.00 :L.OO 1.000 1.000 1_00 1.00 1.00 1.00 ~ 2 FV' 135 l.00 1.00 LOO - - - - 1.00 1.00 1.00 2 rep' 425 - 1.00 1.00 - - .. - 1.00 1.00 - - E' 1_~ ~il1ion ~.oo 1.00 - - - - 1.00 1.00 ~ 2 Banding(+): LC~ 2 = n+L, ~= ~'77!i J.Qs-ft sh~~~ : ~cS ~ ~ D*~, v. leG7, v aae19D = 144S J.bS Oe!leetion: LO# Z = D+L ~I= 24S.17eO~ lD-in2/pl~ Tot~l Deflection e 1.SO(OQ~d Lo~d D~tl~etionl + L~ve Lead Detlaet1on. (~~dead ~ive ~~~~o~ w~n~ X-impAct C~~onstrbCtiQn CLd=ecneontratedJ {~\. ~c's ~re l~$ted in ~~~ Anelysie o~tputl DESIGN NOTES: 1 . P1eoe verilY that the defatM detlectfon Iimlb1lU8 appropriate for your applialrlon. 2. Sawn lumber bending mombln shall be Iarerally suppol'ltld act:Ol'dlng to !he ptovbdOl'\ll: of ND5 CIaUl:le 4.4.1. 3. BUlL. T -UP ElEAMS: it i& ~~ lhat llIach ply is a elrrg/e confinuou&member (that Is, no butt jom fire PreMnQ fe~ed together MlCl.lrely at Il1terval$ oot exoeedlng 4 time9 lt1e deptfJ and thBt each pt! Is eq\J811y ~decl. WhMe bfllkms are $Ide-loaded. speelsl fQstening detall& may be requited. 04/18/2007 11:20 16084374687 APR 17 '07 05:28AM RAASCH ASSOC tvM BUILDERS LLC PAGE 09 P.12/13 Q) WOOdY.Y9L~qp COMPANY M&S EnginHMg Ser\'ices, LLC N2314 Oorrtlmk Drive Greenvl1le, WIlOCl'l$ln 54g42 Phol1e; 920-7157..e&45 PROJEar WertJeokaflolllWllr Reliclence IIlflII Floor Cales Job No. 07-101 Revl,* Heacler.W\'d) , , Design Check Calculation Sheet Slnr2004 LOADS: (In, ,*, or pit) Load type D~~t~i~~~~oo Locne~Qn tftl Pqttern Sta~t ~no LO~~? o No !<~b '~g~ f1>t.. t 'C ~ C'o ~ ~ pij,.J MAXJMUMREACTIONS (Ibs) and BEARtNG LENGTHS (In) : ""--~..:,,:-~~,...~.(..<Io';;",~;'-~~".l-,,:;;';'.~~..;..\~;I.il.:/i.<<'~ff~A>>1"~,,,~.~..c.-~,~~ '...:=' <It:= ...=: .>=-,'.:0>": _ ~ M,.c,.::~ ~ __ ~ 1(1:t-.c...,.=:;-...,r """ ..:.:-c -=- .c:::.:~,..."" ~ ;O=~. ~~_ ooi:llt-......~-..=;-. - P..' J!''-C'" .. .. -~~.. ... .. - ......-. . - -- ~~~.r. t:"'L"-~~.-' -- --~ _.,;., ~""" ~;;;I~;~W;:~~;;;;--~.;~~~~~~)p~.'#~:~~. ~ ~~~~~~#~~~.~~~.,~ '~'~~~,b-:,i;::..~.$r..~~":"",,~~~~~~..i;~,~~~~~~ ..!!.....~'==il~~€_~_$-- "I";::........~- or=- -,..: .":"- if:I-~..1.~ ~ \~;'...:Q:i~.~"~~...I:I:""J':1rr:-..d~",,:,..~~ ~:~ ~ii....C- - ~ O' 10'...e" Dead 873 873 IJ.\IC HiZ7 1'::2'7 Tctal 2501 2,sOJ. ieal:1ng: 2 X,O nllll1bcr 2 Llln l:h 1.0 1.0 LVI.. n-ply, 1.8E. Salt' Wtl~ht of 11.35 plf Il lAteral support: WpJII: fI.III, bottom'" lit ~poJ1s; Load combfnrions: ICC-IBC: SEC110N vs. DSSiGN CODE N~200': (Ibs, Ibs-ft, or In) Ct1t<<:~Qn Anal ~~& val"e De~i n val~c snear 1-v - 8 '", 2.e1~ B~~ding{~) ~b ~ l067 Fb' ~ 2220 ~1ve Osfl'n O-~~ - <~/~99 O.~S ~ L/360 rotal Defl~a 0.20 c ~ SlS o.Sz- L.240 0.48 0.32. 0.39 ADDITIONAL DATA: FACTORS; F CD eM Fb'. 2200 1.00 rv' zas 1.00 Fep' 750 I' 1.8 million - ct. CL 1.00 1.000 1.00 1.00 1.00 CV Ofu 1.01 Cr Cfrt :LOO l..00 1.00 1.00 1.00 C;;i. en LeI 2 1. 00 2 ~ Sending(+l; LC~ 2 = D+L, M ~ 65e~ lba.~t ehe~~ = Left 1 ~ D+L, V - 250t, v design - 2054 lbs Detlec~ion: Lei 2 ~ D~~ E~~ 37J.7SeOG lb-in2/plY Total ~~f~oction ~ 1.SOfDead Lo&~ Def1eo~~onl ~ Live Lo~d neflect1on. (~dead M-live s~~now wwwind I.~act c-conet~uctiQn C~~CQ~entra~e~) (All Le's are listed in che AnAlyeis output) DESIGN NOTES: 1. PIelIe8 verilY lhat1he defaUt deflection limitS are appropriate fOr your lIPPllcalion. ~_ !lOL-BEAMS (SlnJatUtal Compll<!lltlJ Lumber): the a~d'led SOL BGIeCfion Is for prelln-lIl'll!liY dHign only. For final mernbtM' design comucl rour loCI", set.. lmlmhClll.ll'Qr. 3. Size tl!Ictors vary from one mlilnul8Gturer lXI another for SCL malMflllta. They can be chenged in 1M database editor. ... BUILT-UP SCL-BE,AMS: contact manuf9dUrer fur COl'II'I04tion details whol'lloacls are TJ(It Ilpplled eq...ally lo ..II plys. 04/18/2007 11:20 15084374587 APR 17 '07 05:25AM RAASCH ASSOC ~1WBUILDERS LLC PAGE 10 P.3/13 1:>€~l~t-J :tOtS'-, - -- 4:._ 01... \ 01 ~' t/lt/07 r--. VJ tl "- ~ 2. 0 ~p W!A,.. ~ ~ 'Q.f~~ ({O I,~-r Gf-A"t-I ~ ';; J fer, 'I WDL-.~ Zo f7'F (I f 3:3'J ~ ~ J f vP ,- 8' t;1 ~ tAL ~ 40 \"''' C" '33 ,) ~ 5' if V1" V I '" I'",. p.e;'e- -r~'~ -? (j(;6 C) " Iz,M S ~l ~~ \ ~ 0 :r: -:rO! s or 'j"O\ ~ I 0(2.. ~Qu IV A-L9J-r -..~....--- ---.----...,-- ..~ r-. I:.DJ p ~ v'l otJ "" 8l f VI'" ell. S :);i ~ ~ l. :11:- ~~ ~1.rnPSO~-;;;~G .'-,e: U~ :ru~ ~c;...~ ~ k. \ "'1" Go'2.s-t- > 4&.c.. ~ . .;;;; 12.\-t1\ ~~ .. .........._~-,......- 2 ~! 0 ~VVl'\ fuP-rt.P .. As!;, LY\. IirQ ~ P p IJ O. 2.- ~!!os.,M'- -?p~ L-z. l (pl.l' A ~~UiY1g UD1<' G~ !\)~13" I ) ] ~ ('/'\ \ S> ,; I' #rJ _ . l 4i,.(..:II 1'- I' ~~' + ~~.:._---~ ~~ \,t)o~.D .vu~fZ.~~.~ "Sr1::::.~~/ - '"2--,t...IO'I.f. b"- -=::. CMC\(. ~~ ffr ~~... rtJ 2~ 1 ~~ tkc;v"1:.f' 5P~ M9~ -z... o . '- -;. It>- ~ VJ..: UJ (>"f t \\ ,-:; /1. ) +~9. 0 ('11z..J ~ 115 5 1'"1' . OJv~-;;.40fc,f C\ \.S,) .t- ~o (.fP/~) ~ :a 1<0 pL,.f ,. ~ '~I"i:;~" ~ 1P)(\<s"':",w[, ~~ \'" ')N~,",~~ CZJ 04/18/2007 11:20 15084374587 APR 17 '0705: 25AM RAASCH ASSOC MW BUILDERS LLC PAGE 11 P.4/13 CffrElr~ (?xiS Tl~ ~ r", ~ SALLcw11i>LA SP~ ~. 8~ 0+)- Prr>D p~\, Of!.- ~gy\.se ~ g~S~'D ~ge. W'QL)"-Z> B l!' ~J \,,;X \l,25 I'L\Jl,r 1 '~.:- ~ R\ M BnAf?.D ~-- u u JJ e- c:n'b ..; /'Z) -----""'*' _"~ s: '"TVD f" p~ 4~ro4 r~~ 'to {~.tf (i~J AJ~~) I~... ~ U~I-S ~ 4<:, ~"Z-<) ::: :s g f "=) \J~~ tt1tJ{~\ ((geL ~c,. A-1"'~. STVD r--. ",...... ~ 04/18/2007 11:20 16084374687 APR 17 '07 05:25AM RAASCH RSSOC 'M&8 Engineering Servias, LLC N2314 Comhusk Drivel GrtcttvilIe, WI 54942 920.757-6845 Items Flooring Topping DockISUb.noor Framing Othor Ceiling SpriDklcnJ Mecll & Elcc Partitions Misc. ~1W BUILDERS LLC .... PAGE 12 P.5/13 JOB nne: WerbeckesIHower R.Sil;lence ___......_n JOB NO. 06-155 SHEET NO. CALCULATED UY' ."-MOO- DAT! 4114120rn ---,....- CHECk!!!) ray DATE Floor De51gn loads Oeser! .., Thin Set Tile None 3W plywoodlOSB Wood 2)( @24" None 112" gypsum board NOQe Mcch. & B1cc. Nunc Mi:to. lkQQRUVE WAD REDUCl1~ NoL allowed tOt ~bJy occupancy or ll>1 OOps! ar pISScrJ8l::f eRr gBR.Ees, ~pt nlay rcdl.1.OC aoIun\ng 20% if 2 or more floors &. Don..lU:sembly IDe FBCHV &: ASCE 7 L=<Lo(O.:ZS+ 15/-.JKu.Ar) Unteducecl degjan live IOBd: La.. floOr member T<u. ... Tributat,y Area Ar = Reduced.livc load:' L "" COlumns (2 or mal'll Doors) Kr..l. = Tributmy An:a AT "" Ri:duced Ii".: load: L... so psi 2 300 sf 43.1 psf 4 500 sf 29.S psf x o.c>o" ,,0.75 x 1 ply(s) 17.9 100.0 :y.ve Load 50.0 .:total !.oM 67.9 50.Q (v>~ Q..o F t)t.- IBC,,~ nrocednre & FBC SmaThlst of; R"" .08%(SF -150) R= 23.1 (1+DIL) = 31.4% R'" 40% beaJM; 60% co1nnw R.. Reduced live load: L... I itO% 44.0 FlIf R" Rt4uced live load: L = 28.0% 36.0 pst