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HomeMy WebLinkAbout03110164 Correspondence MAY-19-2004 15:11 FROM:CARTER LEE LUM8ER <, May 19th, 2004 3176396981 TO: 913175712499 0311 olfe1 Intematlonal Beams IIlI;. 565 Prlestman St., Suite 101 FrederiClXln,NB Canada, E3B 5X8 Ph: 1-866-457-4043 Fax: 1-506-457-0879 mcais<;Ie@Intematlonalbeams.com Mr. Tom Cow, EWP Designer Cartel' Lee Lumber ComplUlY IDe. 1717 West Washington Street Indianapolis, IN 46222 Gnod Afternoon Tom, This letter is in respon~e to your question regarding the Estridge Clay Project where m-400, 11 7{8" I-joist is bearing on two layers 0 1 0 8, The two layers ofOSB provide more than adequate bearing resistance. Don't hesitate to contact U~ with any further que~tiODs you might have:. Regards, Matt A. Caissie Matt A. Caissie International Beams Inc. P.002/002 /" ./ v ?//o/ {ae( t' · -I, . _, '_-~h.I- ,r --14<---/2 i , I' ~ ~i' ' I~ , I , , , I i I ~ I ..... o i, I .. i' ~ -H ! : c,q I ,__jl o:r----- ~I' ~ I. r---- f~ -.- },' _,_~, J""-@J.L~ u ~r ' . f~_ ~c. - ., .. tl! . ~ I _n_ . 11--- - ~ A._~..L,'.,., A 6A::~ -.;!tsA/n- .8~5t:L . ~ Fr. I ] i i i ; I ! ..~I! I '.. i .. I , , i' . ~/'- I.. I ! __ ::i I =t=-" ' ~l- ~ .1 .1 .i=ll .. ~. ..- \ i I' -!-I', I In : :11 , , I I , , '... t" ~ :~ q I i . -'tic!.~ .~ t .~ ..$I> ~"\\- \ \ \i , i \ -:::: I, ,1,\ , . r : \ ----+t+ i ~ \ ... ,-. I ! :\ \ !;--., . J "i~ 0""' ... ~ 12-2i-2001 OI:04p~ Frc"-HA~~ AND ,OUSE LUMBE! WESTFIE~D 1l17iiC!i6! T-OCl ? OOl/OO! F-OlI . (1) 12i29/03 I NiERNATIONAL PAPER 9:38am ~~.\iJ~,W~.Po,~<1PD 'RODUCTS lof] -..-.--- Member Data I DB.crlption: 'i!.....~ -1\' Mambe, Type: Beam Appllcetion: Floor Laterel 6reCinJ;: Continuous Deck Connection: Nailed Moisture Con itro,,: Dry . Building Code: NBC Live Load, otf Dan"etion Crit"rla: LJ.3ElO live, U240 total Dead Load. pi! Fileneme: KYB1 DOL: 100% Member Weight: 11.3 plf - Non-etandard Loadlll ! Typ" Trlb, L1v" Cead I (Dascrlptionl eegln End Width Slart End Start End DOL ! ! Addition:! Unrform(plf) 0' . 0" 9' 6.00" 30, 15, 100% pojn~lb. l' ,00" 3570 50B7 100% ~oint Ibl l' ,00" J127 0 115% "--- ~~ :, ~/I'; :~,'r ,.',",. l'l~,::.!J .:-; .....'..~:"I.:...~."".-~,,~~-:.J~ t.f.,!{;, ~"':' ..2i1;;r;:a ",,'- . ';'r "~-:''''-,-,;,:. _:.~-: .,", ;']~ !!~" 0 ~ }-- -__l):}C \"-\-\,..t~,,.. " ..\.t\ H rt'" ..... \,/, cJf:l, ...."f\.J~ ....t.... /;if!' ....~ ..("STt!L~" r.... ~ .., ,.'te, .'l"~'.-:. t r#29530\ \ ~* ; : jj ;. ". .TATE OF .: ,~ .' ' -;, ....~AtOIA~~...." '.::' "~ 1 ........ .. ~,' .. II " n ",,, Boarlngs and Reactions 1 2 ~ocollon O' .00" 8'10,75" Type Wall Well WOrt! Ca.. Total ',fN- 1UO~ lJ~sa 11120/1 2862# 342411 4615# 517// TOlli. 11120# 1110# Oe.lgr, s~ans e'1Q.1,5. Product: 26.-V4 St:k. G-lam 1 1/2",,:. 7/8" Allowable Stresl; Design ACluol 7747,'# 1120.# 11119,11 ,0461" .0863' Positive MomBnl Shear Max, R"actlon l.l. Deflection TL Denaction COnlfOl; MllIX, RtQction AII"wool. 204Se:", eee3./I 11655.11 .2605" ,4448" Callaclty 37% 13% 95% 1.1999< L199S< Locallon .r' 8.01' O' 4' 4' Loading Totalloaa 115% TotOllood 115% Dud I"ao Totolload 115% Tots, load' 15'.. ~-~~~ c.c..je..-.- w 1'''''1.+ L......> .. "- ~ ~"'....-oo.-cII\lllnll'ilrol",ClIflI'lllIk.Qf''''';''"~tl",C'''''\.(. ~ Coo,,,,,,,\Cll''''a..,.,'',.~,''n'''';..,.,,.ALL ","_1$.""0""" ~Od (1.1l ~~n9.~~~O>,llII\l~n, 'It0611l:J;IN.OO7. 1/./G./OOl 01 :O!pm Frc.-HALL A~D ,0UIE LUMBER ~EITFIELD 7l1788658.5 1-062 P.00l/005 F-018 INtERNATIONAL~ PAPER ~iJ.tlM{llrPo"I'I{l?PD PRODUCTS Member Data Dawipuon: '\3e..M 'S .,;1 p"" Dack Connection, Nailed Live Load: 0 plf Daad Load: 0 plf DOL' 100% :2/29103 8:57am 1 of! Member Tyoe: Beam Application: Floor Lateral Braclr'~' Continuous MOISture Condition: Dry Building Code: NBC Deflection Critaria: L/360 liva, L/240 total Filenama : KYB1 Member We'ght 36,0 pit Non-standard L.oads T~pa Trib. Llvo Dead ( 8.cripllon) B.~in end Width Start End Start End DOL Additional Unlform(plf) 0' . 0" 22' .00" 110. 83 115% rear rocf Additional UnI1orm(plf) 0' .00" 22' .00" O. 100, 100% !ill(l wall Additional Unlform(pll) 0' .00" 22' ,00" 180. 135. ~1~% main rcof I Additional Unlform(plf) 0' ,00" 12' .00" 40. 10. "00% trll). floor A~~~r~1 Unlform(plf) 12' ,oon 22' .OOH 3~O, 80. "00% QX:S floor Polnllbf) 12' .00" 1868 1177. ,OQO!t) f" '..:'i'" ,'.,' ~_I "',," <~~~' ",",.,.':" " ~..... ..:..:......... '.",-.. Ill. ~.=-.j - ...- ...........~_. ~ra_ ,~ ~2 :) C / 22 C 0 , , ""W'j'rH~H?{;, "... I d;' " ,'>L" . cJA.i'<. .....' C'.".... '.'t" 'y Jtj'f"" ... .'V.. ','r~... .'~ "G'S /[ < '. .'- ... "') .'~ 'r>~.'.' ~ :: "Q:- ....()', '; ~ ! #2953 ': ~ ;* i i .~ :. ~. S:TAT,E C~ : .:; ~ "I ".:: ..... ..,....'\-0'...-.1'" ....<~ .;' . A' ~'-.' '.' , ~ ......... . ',' 1-1 <.,' Bearings and Reactions Input Widlh 3.~0' 3.60" 1 2 Location Type 0' .00" W;II 21' 6.76" Wall Deaign spanS 21' e.ra' Minimum Length 2.04" 2.50" Worst C0I59 ~ Dead 19OC# 4614# 3570# ~097# Tolal 9840", 11793# Tota 1 --rf!Ilo 96.0# 3127# 11793# 3127J1 P~od~ct; 1 3/4x24 We1dwood 2,De 3100,'b Allowable Stress Design Actual 65406:11 \l70S,# 11793.# .235r .42A"~ Positi'Je MomlJnt Shear Max, Reaction LL Danection fL DQfl9ct:on Allowabl" , 39966'# 27531./1 16536,/1 .7188" 1.078111 Loading Tolalload 115% T alai load 115% Dead loaQ Tote! road 115% TOl.lload 115% Capacity 46% 35% 71% LJ599+ l/603 LocaUon 11.78' 20,46' 21.56' 1U6' 1078' Contra]: U.x. Reaction Oeslgn 1,lSurr~ ill rC;.li~tl\l. m$l'fl~~ ;.IS!) In:reaee In oend;ns ::;tre~9: 4 % IV.anufacwrcr', !{\s,ta!IEllion gwilje MUST bo oon$ultlild for mwltl-ply ccnr;eclion d"!;.11Is ...nd aitern3tJv&$ '.........______"'0..._... I! ~... c.:.~.o.')l O:l~O~.~COi~y 41",Y',ifs ~"l!(~17;ig.ll '-~. A."-l ~:;:;-jT~ f\i090i:RI,:tI. ,oaas."'l :'~io~~~ I..'-"'irl ~m~'l'J ,.v...GalQ,i"4~1~ 12-21-2001 01 :Olpm Frim-HALL A~D ~DUSE LUMBER WESTFIELD rmsmm 1-011 P 004/005 F-031 II NTERNATIONAL IA:\ PAPER i~lil.llI!HJ.!t~,?pD PRODUCTS 'C.eI Member Data Description: 'B...." .~ ~ Of Deck Connection: Nailed ~ive Load; 0 pll Dead Load C pi! DOL: 100% ] 2/29103 o:.51~m 1 of I Applicatlun Floor Mamber Type: Beam Lateral 8racin~; ContinuOuS Moisture Condltiun: Dry fluildln~ Code: NBC Deftectlon Crllerla: L/3flO live, Ll240 !Dtal Filename: KY81 Membar Weight: 11.2 plf Non-stllndard l.oadll T'ype (O..cription) Additional Unitonnlplf\ Additional Uniform/oil\ Begin 0' .00" 0' ,00" ,-~_._-- , End 16' ,00" 16' ,00" Trlb. Width End 001. 100% 100% Live Start 240 O. Dead Start 60, ao End r L~ (J il ==1 ~f1 ----.f I : t ~ ..' , , I' Bearings and Reactions :1 II ii 1 2 Location 0' ,00" 16' 6,75" Inpvt Width Type Wall Wau 3.50" 3.&1" Design spans '~'U~' Minimum ~angth 1.75" 1.75" Total 3045# 304511 Worat Ca.ie 100% uoiKI---rcilir 18e8~ 1177# 3045# 1868~ ',77# 3045# ?rod~ct: 1 3/~~11 1/4 ~eldwood 2.0c 31CO?b 2 pl.}" Allowable Stress Design Actusl 11843.'# 2677.# 3044,# ,3814' .e216' Positive Moment Shear Max. Re8cijon ,L Deneet:on TL Deflection Coottcl: TL O.ilfollon M2nuf3.Clu!'e(S jnstall8~ol'l Qlo'ldG MUST b~ cr;m:5u]ted for multi~pJy connect 0;-1 details Md alcal'l'1a1iv8s Allowable 19263.11 7481.# 110~5,# ,51BB" 7781" capacity eltt,k 35% 27% L/489 Ll3QO Loading Totalloed 100% Total ioad 100% Deed load Total load 100% Total lOad 100% I I II I. Location 778' .01' O' 7.78' 7.78' ~"~l;l :01.." H"~ & Mc..~a ..~rN:Iil' ;;"mp::ll'lJ ,~~~(? I~; mf71 I I I ! ~ I . ~ I ~'(,6J~' Mm~~ a'Q I...~m~"") u~ '1;8;rrel;c,r,i'lI~1' DM1"I"~ . ~C'"''''C)'.''''''''''''"~<''''''''''' ," .",'G,,'O."'."O 11-21-1001 01:06pm Frim-HALL Ala HOUSE LUMBER ~~STFIELO 73178161165 1-061 POOI/OO! F-031 . ! 2/29i03 9:41,,,, 1 of 1 INTERNATIONAL IAl\ PAPER l il:ti,WJ!',~qpD PRopum ~ Membor Data i Oucrlpnon; ~~D" !I Deck Connection: Nailed Uve L.oad: 0 pll Doad Load: 0 pll DOL: 100% , Non-standard Loads Type (Oeeorlptlon) Addlt"lonal Unilorm(p1t) Point Ib5 Poin Iba Member Type: 8aam Letorel Braoil,g; Contlnuou. Molslure Condition: Dry Building Code: NBC DefteCllon Criteria: LI360 live, li240 lotal Fiieneme: KY81 Member Weight: 11.2 plf ApplicatiOn Floor Trlb. Live Oead a.~n End Width Start End Start End DOL 1'. tt 6' ,00" 240. 60. 100% l' .00" 11100. 4614. ~OO% 11 .0011 3127. O. . .___~ 15% , If I I. _..J. ...,.,..., . ~,.... / ..:",. ~ 5 c t: _u__ 5 Q C -~l Bearings and Reactions Input Minimum WorstCu,e Loeatlon Type Width uongth Tota, 11!5"/~ 1UO% De.a Total 1 0' .00" W"II 3.00" 2,gS- 8432# 2S74# 1941# 3918# 8432# 2 4' 7.75" Well 3.00" US- 2409# SS4# 877# 979# 2409# Design spans .. 7,7&" 2 ply ProduG,: 1 3/4xl1 1/4 Weldwood 2.0e 31QO?b Allowable Stress De61gn Actual 6934.'# 2117.# 8A31.# ,014" .0253' POSlUv~ Moment She." Ml!lx. Reaction LL De~ec1lon I TL Deflection I I II Ii I Allowable 22162.'# 8603.# 9450.# .. 1549" .l323" Capacity 31% 24% BS'll> USS9+ L/999+ Loading "ot~lload , 1!% Total load 115% Deadloed Totelload 115% Tolal !oad 115% locatlon .S2' 3.72' 0' 2.09' 2.09' Conlro1: Max. ReaCllo(! Miln14fac1urtr'a Inatvlllation gl.dua MUST be con$u;~c: for m;Jlti.piy COflnecnon oetalls D(lcl Cill\61I'1ad'Vt<ls I ...~ I , I,~ pr(l~~;;;1 ,'ISo,-;^.Q' altll,..,GC,.....r..~ :')11I',,,,,r :~~',,:..iJ" tM't~'. ~c"..":ei"""O:'''A,'~..'.'~''m .",A~..""..'e"''''- Tu.;cSr,l: ~11t.1"'k:;"I.l,.um;"r:;(j,"p~r'l '!EICJCI ~s ~1 f"<'(,~ Wo;e1ft..l;.1"l46~H