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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-6-7 . ~ r, .- Anslow & DeGeneault, Inc. Signature Homes 1953 Garden Avenue Eugene, Oregon 97403 541,484,0070 CCB #49169 Fax 687,0646 www.adhomes.com email: gordon@adhomes.com 6/7/05 Jason Bush 2465 Corral Drive Springfield, OR 97477 Re: Mountain Gate, Lot 50 "The East Hampton" 6338 Fernhill Court Pmt. #05-00492 .... . . Jason, . . Attached is a copy of the Soils Report based on additional.~te" . observations and test holes, that was done by Mike Remboldt, PE covering:IOh;:. owned by both Anslow & DeGeneault and Greg Larkin, River Vall.e'f ,Bvilders.... Note that in the report there is a plat drawing of the whole subdiviSIOn, 'sho,^,ill{1 : the lots we own, respectively, also a separate list on sheet 2 indicalEi~ihe lots we each own. This report covers all 30 lots jointly owned, so please (etOliR it fm..... .. . ... future reference. .. .. . ... I have reviewed the truss iayout drawing from Moshofsky, and our RW' : Framing Plan. Moshofsky's layout shows trusses exactly as I have shown them on my Roof Framing Plan. Their letter designations vary from mine - here is the relationship: .... . .. .. . A&D GT1 GT2 GT3 GT4 Truss 5 Truss 6 Truss 7 Truss 8 Moshofskv A1 61 C1 D1 C2 - C4 B2 - B4 F1 D2 - D4, E1 These plans were originally done in 1998, before we had established the current way in which we show our work. Consequently, I have gone back and added letters (A thru 0) to the Roof Framing Plan, and have attached a sheet with Roof Framing Lettered Notes, corresponding to the letters. I have also added a few items to the Foundation Plan, which is on the same sheet. Two new copies of Sheet 3 of the plans are attached, please substitute for the sheets previously submitted. ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... - -" ....<\.'...~<..-~.. ,'." 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"'''~'''-'''':l~\,>""-'r..<..,.",l''t,,:,},,,~,\\ '~"~~'-<"I~- ~ -.'J,. ,"'..~" 1 f',~'"",' ...,_ e.. ._.. -,--,:s-.~ --" ... - ~ . ~,...............',.,.... .._......,.~,_.~-.. :..-..;~,,~.i:"~.....-.:; f$~~til'*~~~~~~" :,ii:1t.;,~'\,~~;hi ;i!.11fj~;~~is\~f;f{,~~f/#!;~;,~'~1~:b;;0t;~~~i~~~1il~~i::r;)~!;?4~,(~~8Y;~~t~7~T~j;.~;~ -:<;. ~ ',"; ';'1";F0j,;\i~~~}:'ry:\;g4';t~{!t~~~~f~}i;~t%ti.~~W:" '. "-:;"'Jff~i::~P;~;"~~~t::,, '::~~S!~'r~~?'.-. -~')f;;~B~I~Vlf~~~;~~::~:~::::,~~::~~::ih::'~;~"~\":/;,,;,; i';::)::";';';' , ,<""~,,,:,c,::,: "":~\~':'r~;':;' '. ..,.. ," .' . , , Driveway area - existing soil will be removed minimum 16" below finish driveway grade, 12" deep elsewhere, with compacted crushed gravel fill to slab.' ',-\:. .. .'<~: .:' ....-...-. . \ ,.",',., " Excavation grades shown are to top of granular fill. Depth of this fill to be determined on site, in consultation with Mike Remboldt, PE in response to conditions encountered. Depth expected is 12". Additional depth, if required, will be placed in 12" lifts, with each lift compacted prior to placement of next lift. Fill material is 1.5" minus crushed gravel, compacted with vibratory roller compacter. Compaction testing report will be provided to City, prior to footing inspection. ........-....... ............~.- 'W HGrl-M ~c:...'fl.o,..I .,~ . " Footing drains consist of a 3" PVC perforated drain pipe, holes up, set in 12" deep of same gravel, with pipe and gravel in silt filter wrap, sausage style. Drain is located all around the house IN the granular fill, 12" beyond the footing, assuming a 12" gravel pad depth. Drawing shows drainage piping, which is in addition to both solid 3" PVC downspout drains and 3" crawl space drains extended to surface of gravel fill at low points, and 'Shown on Site Utility Site Plan. I 1--- -o' -- - ',- I D~\\Ie. ,wll"1 FI u... ~': f6<lM~..~AA~ .o' . r~ ;.roi6'r; , ~' .- '~.' I I I .~ I;'"~ . 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'.. i I I; I ~ ____ ----'-J i ) I .~". '. -'-~- Site Plan Excavation Grades 1/16" = 1'0" LoL~'LMountainGate ,',1' f" -- ,-=- 1" ,- ',';'iJ;,. ;;:. .', ....~)f3,. . ':~~;~~1.r '~c?i;1" ;:..-:~~k~~> -."..r1frih" . .'. ;;;~~~ ':' '\.' ~' "j'M "";'''~'.' ":';;er:t: "~ (~~ , ,.. ,,' "'''''''~ , .;;....~~\~7i1'I:;1i ';i';';(~:lI~'1 '. ~'.~~ .~. ,:'- ~.~.,;:\~~t~, .';.-.':' I;:~\_~ .- ""i.:., '; ~... ,.' .-\r';: ~: 'b' ~"I" ";. , 'I, "1 ....~ '~:I' . ..f.: ......<\~...!: ....~,~;;;~!. . ".'J'r" ..' ~e'i .t,,!::.~. .......;~ ..' ~,::t~~~~~ . .. ....<t...\it]. ..".A.i!it<~I. ._. :/~;;ji:~~J. ),' - .. ..1II:r;r~!'. . : ..~;~:i'::['; .......,. '. ".' . . i : .... l~'. .:. L:' -.,' . . . " ~-~ ~ Sl~ ~ ~ou~tIi\~ -z" ~i\- ~\:::;J ~~~. ~ r' ~ ,~/r -----../ o~ c.otJ,Jea ,~~ 1f SAtJ \'Il"'~~ Tlle)(.l ~ n~ ~ STV~-Duf~, ; ('Vd) Aftep..) j . '. ~. ;' ~~ ,>vol\<.. it .-'(\ ~ ~ ~. ~- o ~ ';> k / C,:' . , \~)"r>Jt. ~,...,,..l !,O'f 3'1 /.... ., , collector and dump truck - sites are cleaned2-3timesa week. Nodebris piles on site. Backfill stockpiles indicated by"BFSP". 'See attached letter from Mike Remboldt, PE re: geotechnical conditions. 'Woody debris will-be hauled to common stockpile elsewhere in Mountain Gate, for periodic chipping into fuel. Excess excavated soil and/or rock will be hauled to common stockpile elsewhere in Mountain Gate, for later reuse. Both will be further south along Mountain Gate drive. Trash and recyclables will be hauled down to Hiway 126 (Main St.), thence to Lane County transfer site, or to , _~ecycling ~/--. ,. /_ ( 'Construction Schedule: ' , July 5 - Permit Issue July 6 - Meet LDAP person on site re: .- , ( measures. I July 7th - LDAP measures inspect, begin \, clearing and excavation. / July 12 - Pour footings. ! July 18 - Pour foundation walls. I,' Aug 1 - All storm and sanitary sewers in place, all underground utility trenching completed. August 3 - Backfill. August 5 - Install temp. ground covers (mulch, etc.) at disturbed areas. August 12 - All exterior flatwork. August 22-31 - Final landscaping and , . sprinkler system install. , . ;" ~~ September 2 - Review site with LDAP staff ~v ~CWf as ready for rainy season. ,\,..>- , \. December 31 - Final occupancy. No,Q."" \ A>- I - .... O(l.M r-l '--:4o!No-~~L,<lv.'t. J OA,A./"T ( ~ofai ~ ~lo~wl ',roo t , $1:Il..~Ic"e ~ "'M:~ ,.....~ - ~ <- L / ( ( " t , \ wA~ / ~ ,1\ s~l/lc4 ' //" f \ ~_.--"'"'''' _....._,~ ///.. ...--/' WA,'le'L M~ A- rl / Site Plan Utilities -' Cu{<.~ }'- .~.J:.'~.. " . .',. ~ ,-. r-'. . ~"r.<'- ..., ,- ";-'-' - ." '". .". _';. ;.~~:..:J\.-.~;:? .' .,'. . .., . "~-'~-'t-:'i<";,~, . : . . . ',' ,,,;'~. -:';:::.. .'; .~, _ ~f'" '~~~)l;'l! 'O'AI""I"a1 ~r~~3~~. ~...~ ...'. ". '.,.. 0. ~ ~ ~';; '.. <( a: a: a: ...:' '.>f .. L.;G:.~_L>~ . ,e, ~ '" '.:~ t;U - .- ..r l:; - - t""'l \0, ,-. = C ~ ~ ~' ~ ", ~ ~ ~ t-- 0 . _~ UO'lO~Y = > r-- 00 "",.- _,.. <:: t:: 0 \0 ~... , , ~ ~ (::09~';:; , c r ~ " co".. ,. . -.. .... '- "'(j U 00 " ~- Q,) ::a 0 -q- $ 'T: , Q ~ c:> ,,-::;;: itf~.~ .... -,., ,,~;;t . ~o<J ~",,,,,, ". " 0\ bO ro ~ --t~~-~ ~~_ ,~~ ~ ~ I;fu. !~~~: : i . : ,:cl.~ al:~ ,;. '. ; ,--'-., '-0--" '- ~'~"'1_E l'l-'- ~'i ," ',":-, ." ,'- ,-'1.' L ~ ji.;' U,'ij:Fii ,l, -,: ~i-:i ;: .(-j~'l')-'I-".-i:,'.-+ I+~ .. l.j-,,-.._,-"-~_..t# ,+' ~ t-t,t}-J~.t.+ij_-_i.~1""'1::' ".~1~' : It-H~HHi~:''F :.. .. ,. ~: ; .l~~ .. 1', ,;"j"l'-+:~3:.T-..I~,: : i-:-:-....-.,....-1--.1 l"~-~ :- I I ' "-1 L__: . 11_. i-e-o.--t...~_, .. '''''1''-~. ... ~.'""7 ,. "'-. : ..".,~..":~'i'..;: j'. '.h:. . .., .. ~ ' 'j .... "toTTI -. ,'-.-:,.. +::"t~r'~ ~1~~'.:~':C~_ .,.;-- ...:.~..,~ ;...-J..:i : . ~i."., .~:;.'~:-1;~' ~~. ....". -l-5: et ;::~>. -,- .... 0 .' -. .-' .::;f-2 ..... .:.:- , . (L. as c:-!...: . . ..o:C) 0 -1-.. -. +--O-COl: C.:iii ~ I ECO, ro5ul I :2:.jg ! <D '<t Ol , C').~ ' ....c......D-: 1-.3(/), I \ ) Ii , .... l, ." . \ . ,.J... ; ,/ I , .. . , . . ,-. .' ..... . . . .. JUI.l l'- g ~::-.;:::-.-::-' ,,_0_;; "-7-"\,-1 /):"""'-0- i ! <:J~ 1/16" = 1'0" ~~._'- 'I I..;-i~~'./' l1-~~~~T: _ ~ I I , . -'''~;,=':,.;, -. '. ". :.';~?~::.~:.::~;:. . . "';';-j'" . ~--':::.;.l-- ',.',.--' 21J05 !. , '" LDAP NOTES (In order of Min. Rqm't Sheet) .See attached Vicinity Map. .Soil is loose silt to about 2', then stiff clay to about 4' to 5', thence stiff silt, with bedrock between 8' to 15'. f~ R.erD~<f' .Existing and final contours shown, 2' interval" elevations Above Sea Level (ASL). : .Foundation is conventional reinforced ; concrete, see Site Utility Plan for foundation drains. ; . Arrows in'dicate surface drainage, also , direction of drainage at curb. .Site has abounS trees over 5". Trees to remain shown. One tree currently located in Vegetation Setback. .Vegetation Setback shown, limit of disturbance shown. Construction fence located as shown. \ .Measures shown for protection of City \ stormwater system - "biobags" in gutter at two downstream locations. .See ( ,: ' Landscape Plan for final .... landscaping and other permanent groO~d .. _ cover. ...... .Site access is by graveled driveway . area. Curb will not be sawcut but not . . removed until shortly before installation.~f : " apron. (Avoids runoff into road subba~~;)*.: 'IS1 ' .Wheel wash will be into graveled:'. . ~..::. '._~'~ i _.. _. area. .. . ... ,,- ..IO_Ne, .Relevant catch basins indicated on plan. t. .' ;CQ.>'nNV.:o ",... S,N: ~L"""''' ,._~~_i\':\~_I.~!_~~C6T ,~. ' -"-"---.. C) ~ North '1,. .t.> ~ '?- f " All trees within "Limit of Disturbance" area are removed. (Approx. 36 trees, 4" _ 16", mostly oak, a few fir.) -,...-:--...-- V€GoeT/IfIll>-l '\' CDI'-'STI\.ijC.nc,..l PeN t.e ----., '\ 1>.'\\ \o~' . ., " 01"'" - '\.-\1. --~. I\@'.\~"\ - "N\UI,..c..;.l ,-"" ~~M I::> '" '\ ", , "0:-... '". , '- -.-\ " .1 , lTu:, \\' , '. 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"_'51_ :. .,; --", ,_...L -.--- i ~_._." .,.-'- "~;.. . .,1-- ResidenCe - --" [. ,,' _'-; propos~d _ 660.0' p..SL . - ,. . 0' 'Floor Elev.. ~..~o'=F--,.\I::. (,,i' m... 1. ~ ~:-~c -+-t-::.~ i , . m..~~~ _____...__ , " . ~ .: .;.. i o. '. , : ".. -'--- J..,... ; -j . .0- ", -__f_~__._-:-~~_'~~~..~~lJ~ ~. .~ ..., ~~::-~ o o . ~ ."....,. :.../' .---('t.~: Site Plan b~"''''''1/16'' = 1'0" '. (,\'1.\0\ : -' o ....,. .[ i ' "f,- .l'.~ T"c.... : , ~ OfV'<rJ O\!.I fl4lSTI L ,lON~1lt.Uc.T\')'o.l f1,.>NLf 'rr-' S-p,~SIO\O.',- f- (,$'\--- " . I\' . .. : l~~~ ~..~ . . ---:--- ..I.c.t: - -. ........ . ...-. .... ." I. fR.IM~"I Sft-feT'1 I Erosion W~ 1/olt.eT c.& t ~,He-;J ~ (,1.I"S.o' ______.__ L -? \I 15IO\>>c.:S' I :~:: ;:;,:,T-"=~..T I'":::L~ t- I J'.Ji.) [; t, zoo) I LO o o C\I ,.;:: 0.>>> <( CII CII CII a: a: a: .; = '" ;~ ~ ~ !;:: E: M , ::s ...... 00 \0 l.,~"v ~ 1'Q,ltr::fif;o:! = ;> r--- 00 Q,) <( s::: 0 '0 ", C\) " g, '7' ~ ....., 'l ~ ~ "::t f.1.. Q,l_"'O....OOO\ ~ ::l ao1'~ ~O~~~O\ ~1"-.loMS:::tn~ ~~~ CQ' ~ s::: -.il tJ ~tl() en '- = Co':) - u, -< -. .;-,- ':U':--',:,:__'_r _.,-,..... ;.. ... ; . . ... . .. ..... . .. .. . ......... ~...:. -; .. ...:. ;:-) -.:-. . ~.' ~.. . :...... i . . .-= .. ~. "r:'::::::: i:.-'..~'.' 1..... ~... ~..~ : :..... . . ...... ". .... .. . .-. ... .' ..~.. . ...., . ...' - . .... . . ...... . . .... Q) "'0 o ~Q) clUc 0(.90 _cO> o..(tj ~ Eco :;) - co 0"0 I::2:.~ - Q)vO> , C')c .c _"i:: 1-00. ....JW -' "'" , -2L:;;-,!::::;_\ii.;,\;~~A ;4'-~!' ;:.t ~1 }~~'i: ~ ~ -m .-' ~; ~:~ ". :.: . .' '.. " ~., ,'A ~,,".: <- " .' ;."~: ..:i< :. . ~ . " '. 'J '. .':~ ,; -~'> \ ,-,'I'" :~'~~~:~0~: i: '~}t ~t w ..... ". .:1." ..'.: I ~';"., " " ..,......,...- ,... '. ," . .' - , . ,'. :. ~, ", '.. .' ~ , ,,'~i:~!;?~'~::f' 'X' _ ., ''::'' . . i.~ ';~!"''''-:~j: ,..,.:;}~ ~<~~~ ~:~t',f.< ~1f;E. : ~.Th.. /~'~~.ii~: ~\(,;i ""c ... '" ""~m' ~~1l.1: ~.v:-..~r~' ~~:JJ ~..e.;.f:r- .. A\("'+ .'J:.:J:.i' ~ ......:. ~.iJ~\: '. . <'?-~ ~ " . -.r;; '>":;fl.~t ' , .:; :~~>::.~:;:;J.-.. ....,.oJ ':,i,:'.r../'. . . ;.~ <:;-: '~'~..",;., ',.,'..., - ! ,. - ~ . _.r, .....: " . ~'.. .....- . - ,< ":,';'''':~~ri~t!.;:,~~~~~~:~~?LI, ! . .' ..., i1","~ "il.{"":lb' ."', "",,';;;''7::-,,' '.~. ~ '.. I .r"~~;1Y\~f..~:'?!.:..t;~W7;{q,tW:; -'.f' "". I '. .i"'i":;~':~:-;i(-:-'~'d:i;.:;{:"tj"l;;. 'DDl}' I '. .,,", . '...-: " ,,' -', ~:~:::-~i;~-~~-:/..~, " ", ..'!- ~ .:, .. ;.'~ " " ' /~.,~~~~,':~'~-" ~~ /, ~ J ':, :.:....:' .l;~ ..'.t':.",:..... Utilities ~~ ", . - .:_, " ~; l"~"W -- -. "'~" ~ - . { :.~t:. >:~~~ Site Plan 1/16" = 1 '0" ......-(;".\-./. . .. .~-~ .~ " , ~ " . , -~ '. . ~0lil5 ' '.- }'.. . ~. " .~- ~. ; > .-:-- -Y":"""---7 '0' ~ :. :-"~7-~~r~"- "'-:-,--:-'~" -~ -,::--~~~- , " 'J: '-'.' --;:~ ..- ~~_'l~ I' .... .".;.: ,0 . ,;:, -. .~ X?: "::: :~~~~,~.,~~.:~. "I ;l.,~~,.. ". '~'._~ .....~..,.. . .. ~.~.' '"f-.~.::. " '.. " .' "::4-~;; :;. " ......- , ." L: ~ .... - = Cll Q,l ~ = " Q,l c C-' Q,l ~ c(l.... ~ ..:;bc '" '- =to:l <. ; -'" I, M ~~ :2; iiS;o;! > r--... <(C:;OIO cuc:;o9~ ll) ~~k.. '1'1-0000.. ;:s ilO"i<> o "-0:: M ~V~ t:1V)G)V) ~ ~ ~ ,,~ u:i ~. :}~~. "'/'-I~ .~~:~~:t[, ~'.. .I'I~:.. , '^ ,- ':or\ . rn .."" t<;~ . . ";:J.,r.:Ei,i::: .,.-~, ....i-:~"'l;-I. ~L :, ,.,.I.,..;:,d j~LJ..::1:L "-; ~__j_;_l;j_ _~-1-:.-;.:. i~- . -i-h-;-'-j+ -1~':" : He.. 1 .:....i-I .;-.j ..~ ~T' =ttLI.'L.. ..L~:J~' ", . , ' . I LLl ;"i': i.';~~= i 'lit.; I'" :81":"'- ..r.~~:;_1 4. .t..J:..L ~, .!--~.;"":'.-f~-- ~.'4'~~ : . ' , I l. [,.~:..... ~~'..".: < f.h}.~ ~~:~: -.i ~.. ",-~t:. . ....:"; :"'f' n' ....~_. ._.~. . .._.~,..:; . j ~l . .,to{ ......l_.~ .J t-. -;-:-0"_._ a.~ _1.1 ""'-~l '~j I- J1 -:t9: . .. .... l .. .. ! i ...... .. . . - . . '. . ... .. . Q) Calc 0(90 cO> ~.- <D '-411l ~ E'CO :J _ ctlOU I~~ Qjc;')~ ..c _ "L: 1-00. ..JW ~-~---- - . .~ SOIL STABILIZATION Dry Season (May 1 - Oct 1) _ 'Soil disturbed and exposed for a) more RI t~an 7 days, or when rain is forecast yvill , , b~ covered with plastic, straw or mulch, as 1~1 required to protect against erosion and silt ~t';i laden runoff leaving the site. Final {1;?1 Landscaping and Planting will perma- ;,"1 nently stabilize soils. ' EJ'j" ~i'11 Wet Season (Oct 1 - May 1) ~lr% $oil disturbed and exposed for a) more ;l!li;,i tl:1an 2 days, or when rain is forecast will ~!~~I be covered with plastic, straw or mulch, as 0\,'1 required to protect against erosion and silt ~gi,: laden runoff leaving the site. Final W;;&ij 'Landscaping and Planting will perma- fJ])'" tl t b'I' '1 ~~'if' nen y s a I Ize SOl s. , mri~'~i ~~~~'tr:~: -j:-- J:C:.l,,+ c(.i>o--'- i~t.t! .. ,,'\1 "I <0 _ L,', , Ul -f.:::"' -i--" -...:::",-- ". , .~'~, .!..;, j, : , , ' . " t 1. " ~~,":~r~' -: i '<,.,' l ;' . ,~;:~"_. ~- ~ . ,,\.' ::it..!t~-... '~:~}V..ri:, . -;-;:;p:-~"i--r----'- ...'4:::!' j' 'm"" .. _.. '. ~",IItr: ~; ....,~ r :r'~'}~'. ~[ -~-~:;:;,'~\'i?"Y~~: ITl .1 JlF\;:. 8 2n05 . ! 1'R'y':_.___.cc:.c:.:=, //~ . /'" ..,...., / ". i/ ,.,~ I . . n' - -.--=.~~:----- G~"'''''''/ f'OI<.C;< ~..__. ---.-. ,...:-- -.-------{-. ~f<W~ _,'~ ... t~ PllA. <;~ee'" Pea<-- :\ l Jl -c!;'IJi.l 1."'//..1 '///L. /f122' "~' .. . /,t;..!--, ,I'! '/-~ . I 7 /.J...! .' c'.::: r-- .-j :v fl ' - -- ~~ .. - . . .. . . .. . . . . .. ...^-....-.--..;.,.- J..'--~- .:?r--.t:.;...; . 11. 6lL~l- !"ILl.- . . .0 . . . . .. . . . . . . .. .. . . . . \. .. . . . . . . . 'Anslow & DeGeneault, Inc. Signature Homes 1953 Garden Avenue Eugene, Oregon 97403 541-484.0070 CCB #49169 Fax 687-0646 Site Se~i9fl 1/16" = 1'O".~:: ..::" . Looking East . . ,. .. . .. . .. . , .. .. . . ~ ~l.,O'f .. . ... '3l..j' .. t:.. .. . . J . o .. . . .. . .." . " .. . ... .. ~ ... .. .. .. ... ......... .;...... .. .. .. . lLlKSEFJ SPECrFtCAlJONS To-I) L.I1orcl2x "'. II W-L &H Olarcl ;:0. f5 . sn. STR. CF-l. Wllb PII". e'.ll 4 . SU/IDAAO tF-L Le1t Y~dpr 2~4 Ie' cr ~tter!~ Ajgl'1t W'tlfge 2'Jclo '2 or Batterll I!IEARfNG AElJUl REI1EHTS eEAR~NG ACT, SIZE RE9. SIZE LBS B1 ~.!5Cl In. 3.90 Ill. 36@SO BL ~.!5G In. 3,90 In. 3660 leBO: rHI~ TRUSS HAS BEEN 0E91GNED IN ,t,CCOROANCI! \lITli ICBO RE5e~ REPORT 1501. 'HIOOO ttCUJIMJ VAlUES 'RI! 203 PSI It-! psi. 'iN ..it:~~FIFi;~i -pj;E'::rlA',' ...- ,..co THIS TRUSS IS DeSlGH!O uSlHG T~ UBC COOE. !USlC WIN) $PEEtI .eo ~H. ThiS d1l'1o~gl'l toas tleelt ~h!t.ked lor 10 l' 3.1. ltOltOIl Cf'oor'd Ihe load In .c:cor~ct' wltfl UBe. PL4HNG BASEO ,. -sRfEN LlJI18EI;' .AT THE Of I"IAN\,J'"ACTIJ$<'E, rOg Chd Botto~ Chd T I_ -58]6 e f- 5027 T 2'-' -'700 e 2- ~21 T 3- -6103 B J- 4103 T 4_ -6150 e ,- 5021 T 5~ -SBl6 8 ~ 5021 . . . . . ... , . , . .. . . . . .. . . .. . . . , .. , . " 1 " , " w, .... tO~ W ii!" .. .190] \,I 111-- . J903w.- ..t065 . .. . ,. . . ... fi. Bex 2809 EusIene. OR 974(,. Tel: 50).461:0880 fa: 5O:J..688.5868 PL.'" COO< ..."'"" """ R5t1DO UBC 0.00 . '.c. 9/6{95 .....~~ TruSPlus Design TRlJSWAL A .. ..... 4ll.. ..,..........I..i.a 24<) 025 tnu5WAL SYSI'EMS~T1ON I co .~SlO~1 MOSHCFSKYI Vtrslon ..Z5 .. . . . , . . , .. , . . . . .. , . . . . . . . . . , . . .. . , . . . . . , .. .J156 .. -tl15S .. . , . , . LA11fCU-II load. . ...Inll1al . 'fCL'l 50.0 . -rcl!.... M,Q . 4tc~. 3D.O ...,cl1..- 30.0 tCLl.. 13.. lCet. 4"-.S BCLl 1132.0 BCCIL 182.0 . tlCOL 29.4 . . . . .. :~ fJl..F LO.d Can 1 fin.) Star~ end ~ir. ~O.O 0.00 ~.7t V 50.0 9.29 1~.OO Y 30,t> 0.00 5.71 y 3O.t> B.2S 1~,OO y '3.4 6.11 9,29 V ~4. t 6.71 9.29 V 162.0 0.00 S~.OO v 182.0 0.00 t5.00 V 29.' O. DO 1".00 V .. . . , . .. . , Conctn~ated Lellds U". ONd LClceted U3.0 57.8 5,11'" U3,O 1157.8 g.29 If ~LlVEaLOID DEFlECTION eASED ON ~/240 o g o SPECIAl. ..oINT' 1 . . . PL~TE POSI1IDNIHG CHART X: t lnJ Y: UnJ A.NGLE 7.32 4.11 0.00 -~.O... -10.'5 .0.34 -7,3:2 ".71 . C .0 , c .~ . U ','7< ,.~ '::i 'c u u ~- ) u '" 3-2-12 '" a: a: a: 12 0 ""J 7 "+:>0 ~ ]1'.4-5 ~-2-S2 t 3-7..0 t 2'-~-12 2-~-12 0&. 56"" , / 3-9-11 :~ . . 0-'-51 - - ~ R'J21~ 48105 5&105 2-9.'" 2-7-9 3-1-0 3-5-4 15-0-0 DVERAL.L SPAN 561"" 3-]-0 ... ." :D ., , <> '" ., ., ." ;:: _'-Iw ..' d~......,....................,........_",__..........IIIIIItI~..,..~_.. "'___~'lIr"""'''''' ........JIIIDilDIlIIIII'IoIIIII ---'.HIII ., ..--.lIat.............--,. v.tylll ~fII'or.~ ~...___l'.....f..1..:IG............ ,..............,...,.."CILMlfN ~ST~!<OlIIIET..~TEw. .~'.. ...1"MASIErd....T_PIiIII.....(ftIll......T~'lIIU8CClM1IIfIIMJAl. . .u r-*rCIII.....,......... _... ~..... &,..... ........... <WI' __--......... .,...."...,.... --.... ....,......... n...... __.,..daC... " , IN-'I .,............ ,,*,-flIIIIId. __.......... ......~'lOlNlI:IlriItn............. ~ .____.-....'vv...... --*'I"""'"____III....~ ~~~.~~:=::==.:m-t,""'.~~~__;;.~__= ~...,......,....................a.Mt~___.....d-*...--,...................~ '-Ifl...... p..-l...,-"--'I"''''''_'''''*'''''- --.."'...___...___....-dIw.....__~--.. CI.....,~ .-r..boMt"...".........~..........,___............iI.........d ,tJfllWMll n.~PIa .........1F'l..__.5U~CIw,......._537'.. ." ... '" m ., Uty _ I I Trv.. ns.e -- BB06A I 11.- - .. 1..l.ft!ER SPECIFICATIONS 10;1 OIol"d 2:Il '" . It OF-L Bot Cl'Iol"d 2. . . '1 OF--t. WID PiltCl 2_ . . STANOoIRD !Y'-L Left Wt'Ct;e b4 f? 01'" 8attcI"11 Il!APIHS R!.Q.lIR(I'S{NT 5 8(t.RIIG N:..T. SIZE RED SIZE LBS "1 5.~ In. 2.35 In. 2209 a. 'S.~ 1". 2-77 In. 2&DO IIl'lCl N3 I1:H9EJ8 $HO'WN BY . ~ AEDUIm:D. IU CDtn'INI.Y.Mi LATERAL Bj:UCItIG lfUC:H!O 'Il'II""\IJ [21 8l:JN411.5. END vE~rICAL9 A~E 0E51GN[O F~ A~[AL lOol.OS tH.Y. leBO; '0-115 TRUSS H&5 BEEN oe:$JGNED IN ltCOllDU4 WI rH leBO RESEARQ1 ~T ~607. R.5000 to..DTHG 'tALUES loRE lOl PSI IN SOOlHf~ PHEICOU6LAS ~1D'-LJIlrCli AJr() 1~2 'PSI EN tEl'!-FIR!SPR1.Jl:E-PlNE-FrR. 1"[5 TRUSS IS OESIGtlED USING TtE LBC CODE. eASIC W'INO SPEED -eo K'tl. Tf'lh al!s)lQn na!ll Dun cncned tor 10 p.S.f. bo'ltOft Cl'lo,.d Ihe JUG In &ccord4nCt wnnlJ8C. F1LATHQi. BA9:0 OH GRHH LUf'lEIEfl' &T Tlt'E OF rlA.NLF'A.Ctl,AE. 5-7-] O-'->r. . . .. .. .. , . .. . . . . . . . . , . . . , . . . . . . . . . . . ... .. .. .. , . . . . , . . . . , , . . . . . . . . . .. rn m z: .... lD -< TOp Chd BoltOll Cnd T i'" -SUI B 1" 2!III'I T 2'" -2'l373 e 2- 2~I T 3'" -2,jj82 B J- 2352 T ..... -15.41 Bolo- 1413 TO" 0 "'b' 1011- 232"2 ,,- t310.'. we-~ 1"021,1,.. W 7 .. ri!542 '1/ 8. .. . .. . . ... .. .. . . . . MO~?~k!~~E~:: Tel: S0304fo 1'0880 fax: 503-688-5868 .-8-11 + 4-3-2 ,"' 1~ 7 V'" R~u.~ "75 ~-10-0 L. 4-6-10 -5'9 ..., 1\19 -- . . . , . P\.F lCl.'ll c... 1 Fl"IJ Start En~ Oir. 50.0 0.00 B.ge V 3CI.0 0.00 'LU V 113.7 B.96 20.25 v 80,2 B.98 2CI.2'El V 53.15 0.00 20.2& V SPeCIal PL~lt POSItIONING CHART ~IHTI X: (Ii'll y: Un. ~E 1 4.69 2'.55 . 3 0.00 -3.tiQ 1 .1 '" <> rn :I: <> .., rn Q ~}rCln LCleI21l 'r ...lnn.tal ..u. 00.0 . T'CLa. 30.0 . TCl.1.. .S31.7 ,. f.tx. . 80.2 ~. 03.'5 .. . . , . .. . . ConeentrateG Load_ ltVR OeeG Locett~ rc 33LB 199. ~ 8.98" :i:l''ir..l:en... 1.150 . L~~ LOAD OEFlECnO,., 8&$[0 ON L/2"O .. . . . . I ]-6-' ]-6-" t7 SEP 1995 j '" ". ~ 6-Z-12 ;1""5 .... A~63a . m CD lD lD <> ". ~ 5-7-3 ~ C.~60 n S675 ,;. ." :D , "" ~ 5-1-10 5.5-13 20-3-0 OYER.lLL sPAN j 4.fj-15 ""''' OOOE """''''' DAn; RSOOO UIIC 0.00 . D.C. 9/6195 .....~~..... lrusPlus O~Slgn 1RUSWAL A ~...............'9:iI...........ss 025 mu5WAL Mi1EM5 COIPORAJlON 2. 249 co Att9...0"! .-oo"-....'~.,,.! VI!l"'tUOI'l ".2'5 <> '" "" '" ." '" 'II" . .". rI.....___........................~.____..............~................... ............,.......... .........,...... -.aMI .. ..___..............~. w.lfPlII ____ ~ .......... ~............. _ T",.,.,., ID. ".2).,......... F*'-iM ___~...... "Q.Ill.Lt'f'I' CCH11lCJ..8f~FQlIt.,.ALIlt.An; _. .~ ,.WOOO1RlJMl5S'___r...."..........f'Pt......T-..InwtlOMlMMoW. .u......_~~_.......,...... 1~'-cv8I'Ia ~.......MdIIf........,.~--..---1I .....1tIl...~.",.,~_...._......... . --.."'.........__.....-_ w.-M............. .,... ~......,.. ~.....1Ie ..... ........... IOCIt ---.. 10'0". ""'- .... ....._......... b.... ~ na.........~___ndoO.....................~.............................. ....Ib"loWCl..Nl-.INI1'IUM)NC! tAACNJll€TN.fU,TE... _.~........woa:I~...-.rI........~..eT..1Pl ~..........,...--. ~Wd....,..,.ctlIeofy..........lIMIW9....,____..........t6..........~..........,...... '-....._.. -0 .....II.,,~_..._........ c.IIIf'IId..'-""__ ,.....-b_______....._ c.nr....... > --r..~~"'~........_~......................"'...........,dr......... n.r_PI.- G> ~.'fPl.Ii:z:IIIod..~~Oft.~w...;..""'" m '" lltv . 2 I fl""''' nll_ .. 8808B I Slle' - l' L~ sPECIFtCA110NS ToO Chard 2_ 4 . '1 Of-L Bo~ Chard 2J; . . .f;J OF-L ~~b Piece ~ . . STANDARD OF-L flfARIF'G IlEDUIREI1EHrS BEARI~ ACT. SIZE RED !!II2E LBS 11 !Io.!lO 1Ft, 1.'50 In. 11156 8L ~,~ In, 1.50 In. 9BZ aR~CING HEP'8EJl$ SHO\.'),I BY If wIER!: .RElJl1IRED. 1X4 CDNT1NUOU$ LaTfR~l 8~~CING ~rT'CHED )11ft! two i<'l ed N.t.Il5. ~ '/"""~~)"._"" --~ 1)Ui~r~~'EO F"~ ')(1" t.D,lOS CltC...Y. ICSO: THIS TF~l!S'5 HAS SEE" DESI~D IN ilCCORDJPCE \lITH Ic&o RESEARCH REPORT S61:'1. Q-5{)Oo IG..OIN& VJ'LUfS llilE 203 PSI IN SDVtMERN PlNEJDOuGl.S fIR-LARCH AND 152 PSI IN HE~.fIP~(-PINE-fIQ. THIS TRusS IS CB'IGl-tD USING THE ~ CDbE. BASIC WIND ~fD -SO MPH. Thl!! dll!~lGn hi' Cil!lIr C"hl!'tkeoCl fOr- 10 D.S.'. bono" en(lro J h e Jc Bel In ac'torCaf'u:e IlnnlAlt. PlAJJNG 6ASEO ON GREEN Ltll'tBER AT TlHE OF P't.UV: .tCltRE. 7-1o-3 D-4-5I. . 3~45 j-:G-O L. . .. .. .. . . , . . . . . 0 . . . . . ... . . . . . . . . . . . ... .. .. .. , . . . . . . . . . . . . . . . . . . . . .. TllD Chd Batton Cnd 'Wtobs: T J- -1?63 B 1- IOS9 WI- -433 W 2 _ TZ- -82882'- '52' .,3- ..;eW4- T 1- -723 ~ II .. "":5-9 .: T 41" 0 ... ~'. . ,-. . . . ... StllncSat"d U1Ho,.. l.a'KUng lPSF} .T(:Ll....ce.:r~ tea... i15.D; 8CDl... 10.0; . inC!lellStl - ..1150 . ...U&LOAD DEfLECHDN BASED ON L/241C1 .. . . . . . . . SPECIAl. PlATE POSITIOn~ CIU.RT .JJ:un. X: I1n} f; Unt ANGLE 1 2.:U 3 0.00 7 -olF. . .. . . . . . Mos~11ffcy T~$.r~i:: Bot~ ~~:>IG; : ~~I. S93 1 fllJC 503-688-5868 6-a~15 3-1)-13 . 5~JO-14 4-3-6 .... 2H5 FU'1i30 12 7(7'" 7-2-5 SP'31'5 9-"-%5 "''' < , J1-1"-J ~~3.G GVE~All SPAN ......n COO< ...c.oo 0'''' l;>!Jp.oo .JlIC .. .OO~ O.C. !i/6/S115 ....~~~ A TrusP}uS Desig1 TRlJSWAL ,~ .. .. AI.. ... ...........m 1JlJ5WAI. SY5TEtoG ............. .........-1IClI'f 3 249 025 CO JN5L~1 HD5HOF~KVI V~~.ia~ ..25 I , , ;'-C ; . It " OJ CO lC lC o ... ~ , ~. ... ." ::D I\) ~ o '" I\) c.> ." "" ..._...........d.... .........,..................... .....,.,....... ......... ...........,........ ...... .......~..,.......... ................. --......,......,..~............--... .......... ~polDrlb~ ~1......,'..bteW'..1I..Zl............ ............,..~....."Ql.W.lTI' CCHT'ROl.,-AIoONtl>FaillCT'ALPI '.~. "~.,"-CllXl1lltlIllrot...n-"""",*f'!""JIIIf"'~lRUIQOM~ .u........1Id . _ _ .. '_...1.............. ~...~ ~~...............,~.....,..,..,... ...CII'I........,.ThII...... ,.___"'..~....."........................... ....""'........... ..............~cN.ll........ "'""" .........IOGl-.......,En:"'. ~ ......____................,......... ~.:r~~~.~~~='::===::,rw;;..~:~~~ ~....-'bII....,.,.--.........."........,--......,........,.......__D...-~........... T_....... tIeN....,.___.........__......... .....d,.__..-.d'......,.-..._.....~. c..a...""," ~~~~~o..~-~U1"':.""""""'''-'''fII.. ....... "'-T_P-. Qty - l I Trout. n.... . 880BC I SIn. . t' ." ... (;) m .... lUlst.R SPECIf'ICA T)ONS Top 0I01"l:l 2ll . . "I Df.l Bot ChOrd 2_ . . " or.t W.b PI.c.'2M , . STANO'Rn DF-l llEARIHlJ REWIREISfJfTS BEARJNG Atl. SIlE VEQ. SIZE 19S 81 !5.~ In. J.SO In. 11&9 BL !5.~ tn. t,~ I~. 991 BRACIHG HEHBERS SHOWN 8T << WHERE REGUlRED. I.~ CONTINUOUS LATERAL BRACING .rTACHEO IIITH TlotO e2l 6CI NAILS. "~n ".;:t1TIC.L.5 .~ Q[S:IIi~'" ....... ..r" LOAOS ~LY. ICBO: THIS l~S MAS BEEN DESI~O IN ACCORQINtE ~ITH leao RESEARCH RE~OPr ~6D7. R.SCOO HOlDING V61UES IRE 203 PSt I~ SOUIH(RN PJr-E/DCJO'jLAS FUl-lAI<'.:t-t u.co 1':1 PSI IN H[1'I-FIRISAlUCE-PJ1E.-FI~. THIS TRUSS IS t61GNEO USIHG HE l.IBC CODE. BISIC WINO SPEED -80 ~, Tn,s design ~I Ole" cheCkfO ,~ 10 P.t.'. botte_ cnero IIYt Jo.O In 'ccC~da"c. vJt/'l lIBC. PLAl')NG 8AiSEO LW GAEEH LUttBER 'T TIME OF rUNlIF'AC1~. 9-~-3 O-".S::r . 2.52 '-10-0 L, , . . . . ... . . . . .. . . , . .. , . .. . . , . .. . . .. , . . . , . . .. . , . . , . . . . . . . .. . , . . . . , . .. Telll Chd Boltcm CM T 1- -IU9 B 1- lei? V t _ l~. -~)O 8 2- 10t1 V J . 1 3_ -469 B 3- [] v ~ _ Yo.' tu, 11 .2 .,eM." ... ...., .. , . . , Moshofs~Y.Trijss fo:, Bo..UlO!J (ugene,OR'174OJ : Tel: ~l.gsso ,.. 'all: ~8-~8~ . .' : St .nd...d !..hi tor. LOlcting 1P9") lliU. ...j5t.~ lCDl - t~,Oj BCOL." 10.0; Cncre.. . i. 150 .LI~E ".AD DeflECTlON BABED ON l/241J .. . . . . . . . SPECIAl. PLATE PQSIHO,UNJ C't'.A.RT ..r::HKTfo X~ Un) Y: 0 nl ANGt..E 1 2. ~3 3 D,OO , ( ~ -6BI .858.. .. , . .. , .. . ., .. . , . . .. . . . , 1I-0-1S 5-3-3 5-1(1-1' .05<> "" '2 '[7 8-11-5 SPl24' 6-lO-14 "'7S i A<H'!l 7-11-3 5-"-15 20-)-0 OVE~AlL SP~N ........" """, SPACINQ DATE A5DOD "'" " .DO. O.C. 9I6JSI! ~~....... A TrusPJus Deslgn TRUSWAL .. ..l1li .. ..l1li... ..IIII~ollh"" TRl.SNAl S'l'sm.cs COCJFIQRAflON Lf 249 025 co 'N$LOW! HCSHDFSrY/ ~~SlO~ 4.2' D 1 sa> 1995 '" ... OJ ex> lD lD o ... >- ." :D , I\) ~ , o '" I\) c.> ." ;: .1I..............cI__.~,......___.. .............__.. ....,.............., ..,...-..cu....,.. .....,.~~""IIcIl....... ....,........~ -.-.HIt ,. . . ..-..-b..........., ~. ~".'ID~ ~:......-T......".,'..a............ ,............~.....,.."Ol.W.1IY OOHrROI,.BfAlrO/lAOJOt...,......... .~. ._. _. w0001lll.-r~...T_............(IJ'V.......r.....1IIl.*XlM~ M__IId~~_.........,...... 6.o-e..,..~ ewr,.....,.,.............tIf......_____1II ....................... 'Nt..... -....................,.... .,...... ........,. __ ~... riglIlI.....1ti .......,'8_......,.,. ...... ....... ........._--.,tlV. "-- ~~_............. ~l =.=.\.~~-~:=;="::==~-:;;..~~~~ ~ ~""~,---r....-t"""---'''''',--'''''''''''''''''d''''-'II~'''''''''''-....orn r__........... > "....111-, ......._...~ ..............t;o-..t........eeUM-................. 0....-...... (;) --,..NIt~"".......................-.=-.....____......_tclOIN<3I '. el1___. ".T_III.,. m ~ TP!.......IIIIMJ~tMM:..... ......,'-311.. Ill." - 2 I Tru,. n..... 880elJ I 3/15- . f. '" lUMIlfA SPE:ClfICil.TI0N5 top CI't,,~ 2_ .. I JI I7-L 8~t. Ct'HIl"(\I .2l1, ~ .. #1 tF-L W1!b PiKe .l':t '" , SUtllAOO [JF-L IIEARJNG REtlJIRE:"ENTS BE'~ING ACT. SIZE REa.5lIE LaS 81 5.50 If'!. l.~D In. JnO BL tj.!:k) In. 1.50 In. gl!lO UpJlft~Ktlon, BL -13 81lACINS I"'fJ'El~S SHJWfol BY If wtERE "'EDtlIREO. 1~~ C~'rIN.JOUS l...TEfUl BA'AClNt; .lTTA(HEO -.." ,~... '''''' "'... ,....,..". ENO \l'ElITICkLS ...RE D(SIGHtO ~cm .lJlUL loaDS ct-l.'f. IC9C TI4J'S T~S H1.S BEO. CESIGHEO IN ACCCAOAPC:E WlTH IC90 ~ESEAR:Ji REPORT :l&01, Ro-'SOOO tlJLDIN:; 'f'il.1.Ul:S ARE lO".l PSI IfI' SOIJTI-l(AN Plr.,eIDOlKiLil.S flA-lARCH AJllD 1'5? PSI IN HE"-FIRI~UCE-~INf-FIR. THIS TR\lSS IS. DESIGNE.D USIPG THE uac COO(. e...src VINe SPEE~ .60 ~, ThlS C1nl;n f'las lI~!n thttkf/2 fOf" 10. A-. 'lb"3 bllttD. tl'lCll'/2 the foal! jn, aec0l"118/loCp'u \llth UBC. p~UIHG a"'SEQ Crt 6llEEIt U.t1BER' U rIl'!1': 0:- "'''NLF'''ClUFlE. O-oil-5.r. ,~ ",.. 1-)0.0 L. . .. .. .. . . .. . . . . . . , , . . . . . . . . . . . . . . . , ... .. .. .. . . . . . . . . . , . . , . . . . . . , . .. , - ~ C . C , a ~ .c .., .CJ. " .~ ~ c a a Tap Chd Botto. ChO , ,- -j30Et 8 1- J 129 J 2- -'017 6 2- 677 r 3- -24(1 B 3- 0 T". -21!1 "ob. ~ 1 -'03 V 2. S3i . ;. -7..)!..II' - -20' we - ~"l" 6. -.ilium... .. : ... .. ... Moshofsliytrus~'(o" Box2809 ~OR 9;rcQ2.. 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L. f t ~dl;le .?-6 '2 cr Bet tl'r! , B(ARI~ REQUIREMENTS !JUAUa ACl. 'SI ZE REO _ SIZE UI5 Bl ,.~ In. 2.51 In. 2409 BL ~.50 In. 2.55 In. 240~ ENJ vEAtICALS ARE DE"SlltNED FOR AXIAL LO"OS ONLV. I C80: 1H IS TRUSS HAS BEEH DE$IQIED IN "reORDANtE WtlH leBO R{5E""~H ~r 1607. Q-!t(1)O HDlDItCi VAlUES "RE 203 PSI IN SiJUTHfRN PIPE/DCUGuS f IR-LAR01 .tN1 152 PSI IN HE"""f'IA/~-PIPE-FIIO'. TtlJS TRUSS 'S.DfSlrIoIEO USllfli TIE lee CXlCE. aASIC U'IP() 9=([D "90 HPH. 'tl1S 41..1gn ""s tlt!ewl t:bl't:kl!'d Ie.. 1011'.'1.1. t1(1ltDfI cl"lord JIve tc.ee Ir. .cC'crdallce wlth UBC. Pl.ll TI~G eASED ON 6JlH.N LLI1BER AT TIHE ry H~NlS"ACnRE. 4-3-2 0- Hl~5I 1-10-0 ~ . . . . . ... . . . . .. . . . , .. . . Tep Chd Sou" Cbd T t- -]!tH8t. ~ T 2- -3280 B 2- 2833 T~.3BUB'" 38411 r (,- -4043 6." 3418 T ~- -4043 6 5- 2152 r &- -3"11 6 S- 0 T 1. -21~2 . , . , . , " , " . 10111 - ""'" 2315 iii 2 - 39 '!"'- "i'fJ7 .. ~ 1Io - .~Ol. 1l.1l B .. -'1156.. 18526110 - -t89l5. . ~~12. -a332. . . .... .. .. . . . . .. , Nt~: Box 2809 Eugone,OR 9740:;' Tel: 50J.461.;0&80 Fox: 503-688-5868 + 2-jQ-:l!3 I : 2-10-15 ,r.-3-5 IIBtO~ 12 7[:?'" .. . . . . .. . , o n " .. . . , . . , . .. . . , . , . . . . . . . .. , . . . . . . . .. o UnHot'lt LelloCa _'>IL'" . ~!l.t1 . "0.0 .... . 08.G *37.7 SPECIAL PLAIE POSIT[DNINB CHART .JC[HT. x; (in) V: Unl AIiI8l.E ;: C " ::I C ,. " " -< PLF Lead C... 1 FiN! Btaf't End Dt,.. ~.D 0.00 ~.e3 v 30.0 0.00 ~.a3 v 9'.~ ~.B3 26.0' V M.D e.B:s 2t5.04 V' 37.7 0.00 26.0' V TilI. TOOl. nu. T..... !lall. 3."" 13.08 1~.ea -<I. HI I I I . ..~ it .58 ,8."'. 1.715 ::I C " " Conrrnt,...t.l!IO Lllacts Llyt Detd LQclted .. TC.1'O,S 84.!5 5.83 V . ,:rq~.t!'., t.f~ . . L....E ILOilo!) tEFl.ECltOH Bt9EO tw L/2'O .. .. . .. . .. 01 SEP 1995 '" .... ~ 3-10-1 4- 3-5 J.'O-J 3-JJ-J3 '" '" ([) ([) <:> .... .... ....... R1630 2445 5675 IIS52 '.'./// 3;0 ;R-;'. , . 32--;;' ~ ~67~ ri ~075 40135 ]-11"13 5-g-:l5 PlATE <XlOE """"''''' ""'. R5000 "" 0 .0) . D.C. 9/6/" ......~~..... A TrusPlus DeSign t~ 025 hlUSWALSVSffMS~ (., 249 co AWSLOW/ HDS-tQfSlCll ~rM)cn 11.25 11-3.2 ". R'.l""'~ ,,;. "0 :0 I\) ~ '-1-9 .:3-Ji-O i i '-1-9 26-0-8 OVERALL SPAN 3"U-13 <:> '" " I\) .... "0 s::: ..lfIe .. . . "'''''11. .......~CllNI~......_......,..................,....~..... ::.::::;::::.:- ~'I".==~ ~=........-:.-=:..~~ =.:: CONntOt.:IT.u(lAJCIFQltWIT.... .'Ul' ca:.<<nlDWOClO~d...T...~........("'tI..,..lft-.l~~ AI....... ......, ......_.........,........ ~.......... o.r..... .............~...................... ,... till'" ~,........ -.. _.... ~.......-.........,.................-..-........ w-...........-.. It. .,...,directrr"........dIatd..................... ,,'r . 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CDriTIttJCl.lS L.lTERAL BRACING AraCHEC END ~ERTICAL5 .u;E C(SIGt4:0 FOR AJ:IoIlL L01DS Qtt.Y. le6O. TtirS lRUSS HtIS SEEr4 OESIGM!:J TN IoCCO'lDoWCE wlht leBO AESEARClol REPVRT ~E07. Q.5000'MOL.;JIHG "IoLL'ES tRr 2'Q3 PSI IK SOU1HE~ PINE/DOUGLAS ~JR-LARe~ AND 152 PSI IH HEK-fIRISpquCE.PJHE-rIA. THIS '~JSS IS DESIGNED USING lIE use CODE. 8l51: VINO sPEED.8O ~. 'flU ttf!ICJ'l tlas I)f'pn CllrC;.fd for to tl ~. f. t111ttOrl ("'0"<' 1 hi lDitG In acCDrCl4llCt 'ltlth~. Pt....ytlolr, S_seD ON GREeIl" lLI'I8ER Al TtI1E at ~"I<J:FArTlJ;t. 6-0-2 O-tO-5I. . I- I L-oI- . . . . . . . . . . . . . . . . . . . . . . . . ... " .. .. . . . . . . . . . . . . . . . . . . . . . .. Tap Cttd Bot.tOll ChC T 1- -U71 8 1- t'&J T 2- -l~ B 2- J502 , 3- -1~ 8 3- 1219 , ,- -tl96 B 4- I) T 5- -554 r IS- -&,27 " rr " " ~ 0.00 10.22 ~".ao 0_00 0.00 " C " :I C -, " ." ~ . , . V , . . , . V 7 . . , . SPECIjL PLATE POSITIONING CHARl ..mINT' )I: [lnl V: IInl AJrR..E .." ...~. ..... . 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SYSTEMS- COAPClRAT'ON 11:.... ,_ . rI.......--..._...............NI......__~____...............~............... 1M............trp-..IcIlIII~ ...~~ ....... -_ , ..____...............-.., .....,.. .......(l1'lcIrb~ c-..........._1"rwo.l...1..>>..._..... ..............-.......wltlI..."OUIl.L.1rr' CClH'nlO..,AlCAAtlfOIIWEl'AL~TI... ." ...woc:ol7ft.lSS5r(/_'T_A.-......CT"'3_..~~~. 101.................,....... _Ill II.-~..... 4.o.nc. _111-" Ortr............ .......1Ir~ .....___11 ,.........""'-O''TIIlIl...._......dIooll...._--,........................______ """*-010........... .....,~ Ill.....,. ~...... ..., .. -.- _ ........1'"" ~.............. ______.. -.11..-.-.. .....~~...ra.............................................,~. .,.,1:l~...,.Al.LNJoUCJ EiJlVoa<<JIET"-PlATE~WCXlD~...... .........-.-wtYD4EJ!TfrrTJII. ~....,.... ..._--. ll'III\*~..oan...."-......,,.................,...,....h......fII................................ ,,_...._... ~1Il..._____........_.".~ ~~........IlI-.l ,........____,...___. ~..... --r..DM~...~~......--..............___.......fII rtI",..... 1Mt~~ '-IlW.TPI...~.II3~O"".................&JM ~~(.D 1..6: 21o.~O' D.C. t/!/95 7 A TrusP]us Design ~4 9 0 2 5 'tcSLOVI I'lOSH:)f"SiIlrl 't'rr-.lon '.z:5 00 Dtl' - i'.' r"un ".... - 88Oa& I 31.16~ - t' " ... 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SPECIAL PLATE POSIlIONING CHlRT .JDIHT+ X: (in' Y: Unl >>G..E ;:: o en :I: o /&.: ~ Standard UnUOf". l.oildlng (PSFl TeLL. 2'$.0; lea. . 15.0; ettL - 10.0: Incrus:e - I. t!50 l 1\1( l[)~C OO-:UCT 10t<l EWiED O<t L/240 ... . .. . . . . 6-1,.2 t9-\~ .'" .... .~ '.00 10.22 31.80 ..00 ..00 I . . . . .."" 12.2'2 24.81 0." -2.lSr2 .... :0 C rn rn 6-o-S1 .... .... ,. -, .2 "J1 . 7 SEP 1995 Q'Zuo 0> IX> CD CD CO .... ~ J-2~O 261., 2<1082 9'JZ"5 l> " :0 , I\> 6-9-6 7-8-11 26-IH3 OVERALL SPAN CO '" I\> '" " ;::: ... '"'...,.... .,...10.......,... ~......., WI ...........--'............... .........., ~............. kklMlll~.,...IooII...... -................ __.No . '. ..--........--.......,. '"'lfaoall .,.... _ta.~ e:....c...... ___~ tl, 1'" >>.... _....,.... ""*'-... ~.... "Ql.W.1IY 00HlR0l. $TNOMD ~ M&T.lt.PU.TI~. ~_ -''" WClOO nlUaer...1'MlI ,...........~ ...... 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LEfl "'!cI'9& bll .2 01'" Be-tt.r! ~ SE.lIRlptG A'EwlREI1ENTS BE.lIRIIIG ACT. SIn RED. SIZE LBS B1 5.150 In. I.M ::n. '''~ BL 5.'0 In. 1.50 In. 1.i!73 8RACINO I1EI't!EAS S/'C'WN' II" " WiEAe REQUIRED. J"II CONTI~ lATERAL BA.lIClNO ATUCIifC WITH TIIO (i?J 8d HAILS. EHO r,I"U'TICilJ...S ARE tlESJ6NED FM AXIAL lOADS IN. Y. leBO TtUS T~'S HolS E-fEH DESI l)oIEO J,\l ACCOA'D'NCE wln-4 JCOO ~SfARCH i:!EPORT Hi07. R'!!iOOG HOlDl,.; VAlLES ARE 203 psr IN sourHEC!~ I>)NE/D<lQ.AS FIQ-uRCH "14) 1~ ~St IN HEI't~IQ/5Pl=llCE~PIlE-'FIR. THIS TRUSS IS neS1GNEC ~JNG THE use CotlE. eASJ C '1./ [~D SP([(j .60 HPH. TIIU dnl~ hag l)!'en cheCked ror 10 D.~.f. DlIUMI cr.ortT 11"1/' ]0...13 1., &.Cl:o"Cl6tlCI! VI tn uec. Pt... TINe; BASED ON (';H(EN lIJI'ElE~ ,n TI HE' 0- 2.5 OF M'HlF.CTUR~ 0.'0-51.. Top Chd BottQf'l thCl. .,.,.. , ,. -17Ee B 1- 1483 ~ 1 - -232 W 2 370 1 2'- -11136 B 2- 1'851 II 3 - -606 II .. - 1507 '3- -lil3l B!- 6SIle"'!I... _~S3 ..,-.. .12"'. '4_ .g;t4 _.'If 7 - -.~73:_ __ T5- 0 ._ _ __ .. MosbolJfcYt;lIS~ (i{ .1lolo2809 WlI'I"e..OR ollPW2 . Tel" S03~e.a08IIl. . . : fa: S03.68~!i86&. :.. ... ~.... ... .... CJ rr " II -< ;: 'c " ::I: 'c ..,. " '" -< .::1: c: CJ CJ . SPU:1Al. PLATE POSIlIQNINO OiARl ..oI.NT# X: Unt Y: Unl AHGt.E J 6.00 ~.50 1 10.22 lZ.22 1 26.'30 2S.IZ " 0.00 -l\i.05 $ten4arcl U'ltfor. I.Ded'"", 'tPSF~ TelL - 25.0; TCDI. - 15,0; BCQ. - 10.0; . -. Incl"lIa.lt .. i. 150 . :.. lI\'E LOAD ~LECnOM BASED Q\I 1..1240 . ;,.ct .f?''':; . "i~Jc:r """.1::a. .i.... " ';;0] II) 'lD lD o .... :11-=-]" ~.'5-3 110-7-5 5-3-7 !;-S-3 R3Zll, 12 7[7" 12 ""'J 7 o 7 SEF' 1995 "'43" 4-'-0 210'20 SP324S "o...~ )> -0 ::D N ,BwO-14 1-10-0 ~ 7-Sl-2 10-0-8 26-0-8 OYER4LL sPAN o '" N '" -0 ;:: PlATE 000' $PO.ClNO ""'" Il5;JOD Lee ;.(,.00. O.C". 9/6/9' A~~"'" TrusP]us Design TR1JSWAL A ,~ .. ~ ......-..:.. .......:..1... 1QJSW.-.&.~~ q 249 025 co ANSlO~1 ~HDfSKYI "'E"1"'81on ..2S Itll .. ~"'IllI__"""""""''''''''''''_.__'''''_'''__''''''''lM'''''''~1hII .. __~.,...-lDc:lII""" ....~....... __ - .. , ,".....,...........-..:,. ........ ~,..'III1illIIlIoIIkl& O"'W"...~.....,.......'..'...Z1...._..,...,. ~........."...."'QIl.W.ftY <:oHTROl5TNCJrMOFO'tWt....l='U.. ~.'_, .L~."'" ". ~.,..nu.,............C"'lI'.....T......."!1MII::CUJUMUM.. AJ,..../lCI~........,_IlI............... 6.0.......,.... a..,.....~......".........,_____1I n:IIIoIICft..........,..~_.._~__, _ --.....-..-......................" -............. .........,....~................ ......."Ild---.tlI'G". '"-' -..____.................-rt~ ...................,.............1.,....,.........,............................ ........~...,AU.,1olO1lND MACNJ MfTAlI'UTE ~ 'WOCI)lWlaIer............ 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R-50OD HOl.OI~ ......UES ARE 203 PSI IN SOUTHERN P1PEIOOUGoliS FlA-LJRD1 A~ 152 PSI iH HEK--FI~/SCIRU~-P'NE.-FIR. THIS TR\JSS IS CE"SIG'tEO US)N:G nE. l.I6C coo(. BASlt: WIN) SP~ED "'90 I"PH. TN't a_sign "as bl!e!'l chtCktD f~'" 10 II ..,. DcttDI'I c"Ot'd ) l-.f hed In accOf'dance wlth UBC. PL~TlNG eASED ON GR(EN L\J"S[R' Al TII1E OF ""NtJl'''Cl~. MO::~U;;9~; - Fax: 503-688-5868 ".be ~:~t-: ::? .t. '.1I1t- i'i. --4122' 'If 1... ,.0. -'21 .. g- 2". .,II!....1'J - -HiD -228 ~13 - D49 PIGGY-BACK BOTTOl1 .... .. ~ATT/ICH.P _-BACK TOP 1I/1x6 0/1 BOTH fACES . .... t1/lld """L~". 8" O,C. fl;R CHORD.) . . .. . . . . . . .- . . . . . . . . . . . . . . . . . ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. To~ cna Bott~ Chd T s. .6'6 B 1" a. .,. 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Tnl. el..'on ~as OtfO Chtct~ 'or 10 D.s.f. botttt. CI"IOt"d ) h@ lold }n actor-dance Idtl'l UK. I=l'IIIrIG e"'SED Cf4 GAEfff UI'19EA 0111 TI~ CF IU.IolLFAC.1VRf. Mo~W!I:;~ lVoTt COO< 6~'-0 . . . . . . . . . . . . . . . . . . . . . . . . ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. 1 rn m :z: -l lD -< To~ Chd Bot~o. Ohd W.bs T 1- -711 B 1- ...W I - .SMO V~.. IZRI r 2- -l1~H B 'l- .0 W 3 ...IoOM\I" - '1167. T 3- -!is!'' e 3- l~ W 6li1-. 26304lll!WJ- .~ T,"",,-U~tiD"- l~.W6".-65l9~~- 101' T ~- .22Z3 B 5- l!mj.'W II - .tCl2.W'9 - -el' T 5- 0 W10 .. .~.47 111 - -ZGtI3 Wl2 - -226 "13 - 705 SA:CIlL Pl.AlE PDSJT tONING awn ~INTI X: Un) 1':. Un~ ANGlE 3 0.00 -3.!50 i5.1 4 -1.7!i 0.0(, .S!I.1o FALSE" FR.lttINS Pl...A1f IS lMO ;:: o rn :r: ,0 " rn ~ Shnd...d lt11 for_ lDadlng tpSf) TeLL - ~.O; la:t.. - 15.0; BCD.. - 10.0; ... . .. . . . . Collc.ntr.tecl LD_l:II Ll.~ Deed Loe.t~~ TI: 2BO.O 25G.o 15.04 V TI: 2tI0.0 2!Q.O 20.04 V Incr~ae~ . 1.150 LIV[ L,Q.lO DUlB:flC>>! 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SJZE lBS 81 15.50 [fl. 1.87 In. 1754 BL a,5O fl'!. 1.5B In. tSH JeaD: THIS lAlJ55 HlS BetH OESIGNEC IN AOCDROua \lITH ICBO AESEAROi REPORT 1ti07. A-'DDD HCUJUG VAL~S ARE ,203 PSI IN g:)UU4EIlN PJ~/DOOOL"'$ F JR-L *RCH ,lH() 152 PSI IN l"E1"I""'IR/SPRvCe-FII'E-Flj:l. U' 1~ Tit.....C. T F })F"i'ff:N,..n 'OC! H't . _ u.... CooE. BASIC WU40 SPEED -eo tRi. Thl, dtlllv" hall- bun chrclcrd for 10 p.s.f. bOllel'l t-hOl"C1 I)" ]olld In lIt:tOl"'danCI! wHtllt!lC. PLaTING e,l,SED ON GREEN llJ18ER AT rIl'tE {I~ I'I"NI.F"Cl~. ......'E 000' 8PACOtG R'50D: use l' .DO~ C.C. A TrusPl us Design /). 025 2.4 q "NSLOW/ KJstaSKVI \teraton ".25 .. .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. Top Clod Bol to. Chd V'b. Standlll"d \;It ttlre LOlding lP5fl T 1- -ilU! e 1- 2t41 . I' -369112- -411 T 2- -llOI 8 z.. '~'9 3 - ~73~..- '741 ... TCLL _ 2'5.0; TCD.. - 115.0: 8ctl.. - 1C.0; T 3- -21(11 B 3- 21 . If e - .."17 !l. -.... . IncreBDI - I.i~ 1 ,.. -.HOt . . . . .. L lYE LOAD DEFlECTIQpt BJ.!lED 4Jol L/24D . . . . . . . . T :5" -2101 . . . . . . . . . 1 15.. -2r.83 . .. . . . . rn rn z: --< ID -< SPEC'UL PUlE POSITIONING CtllRT .JOINT' x; Un) If: Unl "ru...E: t 3.00 2.00 ,. 0.00 -il,1l)tI 7 -3.00 Z.OO ,;<: o rn :I: o ~. "'T1 rn ,~ --< :0 "c:: rn rn M!is~qfsli~~. '~{o. tt'2~OR 9i1102 Fox: S03~58611 ,t7T .:!::: 5-6-13 5-5-2 '5-Q-[) 5-0.0 5'5-2 A"l)l!l 5-5-13 12 7 [7' 9-8-5 ,.0-'-5 i2 "'l' :4'0) ,0) (lD '<0 C> .... .- o-'-~. ~l; ra052 1-10-0 L. ,..... ....2 SP3Zr.~ JO-l(1-5 '0"'" :J> "D :0 "" ~ 10-6-1' 10-6-14 , 3,2-0-Q ovERAlL SPA.N C> t7T "" 0) "D ;<: !><T' I..... . . _..................__.....~........_...___..____ ................._...... ....1oId-.~...IM...~ "'er~~"'''' , . ..........fDr..........-., w.tI\'_ _____......~ ~......"-'L_l......l..U1.20............. ~...__......."GI.W.nv ~1T~fIORMlTAlFU1E _. 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BEARING REQUIRE~NTS ef,lR'~ ACT, 'SU[ REa. SIZE L8S 81 &,M In. 1.111 In. S7S6. Bl ~:50 In. LSIl It:'. S!511 leBCI; nus TR\J$S HAS !lEEN l2:SIBrED IN AeCClRDAHCE l,fITH ,ceo FilESEAROi Re~T Ui07. R-SCOO HOLDlrro VAlUES ARE lO3 PS I IN SOUTH!!:"" PINE/OOlIG(....S FIR.I..-'RC"i MC) I~" PSI I~ HE"-fJR/SPAVCE.PINE-rIR. 'HIS T~SS IS DESIGHED USH,() ''if lJ6C CODE- I!lSJC W[NO SPEED -50 rFtl, Tilts 1:1" IV! 1"1610 brl'n cl'lltC.l'd flN" 10 ll, s. f, b-~t~~ (:~d Un ]ttad ,,, IItCOt"d;,I'Jl:'1' ."lttl UIIC. PL."TINS BJi'5EC' ON GREEI! tU'eER iT TIP"[ 01=' I'U.NJF"ACTISO'E. . . . . ... . . . . . . . . .. . . . . . . .. . . . . . . . . .. . . . . . . . . . . . Top Chd Botto.. Old We!)! r I- -lS1D 5 I" 2a16. VI- .-326~2 - \32 r 2- -2'334 8 2- 1!Il51 V 3 ..-~1. ~-t.. .~ T ]- -1700 e 3- 1.,.. \l' -. Iill' 6. .!).3j' t ". -11.71 e ,,- 1851. \I 1 - .-1:17. ~.. .~31 T 5- -1100 B ~ 2218. ~ IIJ -. --3,2e :. .. t6"-~33' . .... . T 1- -~&70 .. ...... . . . .. . . . .. .. . . . MiJSlmfskfi[uj5rP. IlOlc 28O!J rllgl!!rle, OR 97.c02 Tel: 503-461.:0&80 F",,: 503-f>lI8.5868 5-~-9 . . . . . . . . .. " IT " a ~ ... . .. . . . . sunclarll Iklif:.r. ludll'lg (P9=') Ta..L - 25.0:; TCDl - t~.O: BCDL. .. ULO; Incl"'nl t .. 1 .150 LI"'E La,l,e DEF't.ECTlDf B..SEO (Itf L/2UJ SPECIAL PLAtE POSITIONINB C~l .JDIHTf lC; U(1l '1'; Ufll AN6Lf: ;: c " :I ~, ~ :-:~ , ,-< ....., ,..:tJ '00 'CJl CJl .. 1 . . 8 '.00 ..00 ..00 -3.00 '.00 -..49 0.39 '.00 ~-1-7 5-J-7 5-2'''B .-7-15 . :!:-O-ti . .t.-1"'15 ' 11052 I090 '" ... 12 '17" 9-1-3 o-.-~ -cr. ~ 2"5 2.fo82 2'''5 51'32'''- 7-3-2 10010 1-10-0 L. 7~6-15 ~-5--ld 32"-0-0 OVER.ALL PLATE coot SPACINQ tM.TIl! Q~DOD usc l~.OO. O.C. 9/6/95 A TruSPlus DeSIgn /3 24 9 0 2 5 .lNSLG\l1 KJ~'f1 "'~r.illl1 l_M ~~~..... ~~ TRUSWALSVSI'fMSCORPORA'h:)N co l~ "'J 7 OJ CD lD lD o ... ,.0-'-5 2"5 7-1-6 .... .J> " :0 '" ~ , o U'I 7-6-15 SPAU '" .... " ;:: It..............,d...~~..... 'Il1'1l, I' l J' ~,......~...__""................................... .........,.,....."..--............. ',.~lf_'Cl"............ ,..---..............--r......... ...........,...t:...rt... 0., 1'lJ'1.. -... ....._T......t..t...X1~_..... ~_--......"'CIil.IlUrY CtW1W:t."NoOl..,,:.I,~.1 j~_"IUI ~t.LNCT'IDWDOO"""""d"'--""'''''(QliII'''',,~~~ At.... -~.......... __....-..... 6P-tA............ CNJ..... ..............,.............-. r--... ..-f_....~. 'Nt.....~...~...~ .......,.,.......,......__...... -..,.. ......... ....~........~..... a. ....... ........._.......10'1t'. "-- -*'1____....................... --~.......,...........-......................................,~ ,..,...."tWCU<<ilIN'JIlUN)AIIO M,.IGlNQWEJ"MflLAl"I!!... ~...... ~..lItl.IeI8r"""""~""'M'fIHDTII!rTPl ~___-,....--. PW"'t.lt --...,...-.........-.-. ........................,.... .,...............---... T_....... M "...,......~hI:.._........ -*fll.........,b-'1.........~____,.....~ Q'*-t'..... ~1III...~~)Idt.lM~.,..................iI.......,... .,~. "-"1_.... ~ 1PL IIIc1:M1od It sa3l00tat'ID~....... ""-*'.,, " J> -e;, m I U'I ::;: ~~ Ill." .. 1 '. Trv.. .,.. .. 880m' t/8' .. t' ~ ! , 'f;. ':;',-";'. ~. 6-0""5 4-0-) 5-10-U. 5-10-14 ' 4-0.-3 e-O-15 "'.. '05> 2"'5 !2 "^ .2 , l/'" 'J' 7-it-3 0-4-5,: ",,'4'5 i!'lioB2sp32'.!l 2'-8? .D52 8-'3-1' '0" '-l.O-O 11-10-S 11-100-' L, 32-0-0 OYERAl.L SPAN ~. . . ll.NER SP<;C[,~IC""IONS Top ChG~~ 2~ 4 . " CF.l Bot Ctlor-ll 2x to . "1 CF"-l Wtb Ph.cR ii!:Il41 . S1'.tfoll..RO Df'-i.. BlARING REDUIREnEMTS !EiRIHG ACT. SIZE RED. SIze: L6S Bt 5.50 Ill. 1.87 In. 1154 BL !5.50 In. 1.6B tn. 15)1 BR"CIHG HD1a~ SlGm BY '" WHERE REOUIRED. l;U COtITlM..IOUS LATER"l 8lI'ACING ArUCH(C WITt< floO (2) ad NAllS. ICBO; THI'S TA'VSS J1AS BEEK OEStGrEO tN --.CCOIUt~tltlE "I"FH a:oo Il:CSEARf:1I R'(1I'\:7., 'u'"". R-~OOO It:X.DIPf3 VJLLES ARE ZO:3 PSI IN SOUTHERN FlI~/'OO..Cu.5 FlA-l"RCH AN:! J52 PSI IN l-EP'l-fJRISPRta.PJNE-FIR. nHS TIlJSS IS DE5lGNEDo USING THE l.eC CtOE. Bt.SJC !.lIP<<! SPE:E6 -80 1'tPH. TIlJ., de.1on ..,as IIoftn checkpCf fv to D...f. b3ttC. chOrd Ii'. loael In at<~an~e wJtI'l UBC. PLATJJ(t; BJ.S€t" ON GREEN lllf'eER AT TJI"E or ""NIJFA('1lRE. . .. .. .. . . .. . . . . . . . . . . . . . . ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. Top Chll Bott~ . ...... . ... T 1- -2"21 e ,_. 20ee iii"... Ji "2 I ,~. T 2- -19519 B 2.. . ftI25 , zto- .. . il . T 3- -.72e B 3- :2lf8 1.1 ~:_ ~ 6 . .4001 . T 111- -17215 . ... .' . . T e- -1999 T 6.. -2'421 .. ...... . . . .. . . . .. .. . . . .. ..... . . . . .. .. MDsh~fsk~ko;;cn 80.2809 &ene.OR 97402 Tel: SOl-461~ Far. S03-I>IJ8.S668 .....Tt COO< - CATE ~DOl> ""C 2'41.00~ 0.1:. 9-/6/95 ...~~... TRUSWAL A TruSPlus DeSign ~ .. ~ ......~.........dS 'IAl..lSWAL svsrEMS OOCFClIIATION ILf 249 025 co A)t9..()I,."/ ~SHOF"SIC1'1 l~"5ion 4.25 S~andard Untf.or. Loading CPSfJ TeU. - 25.0; lCtl. - H5.0~ BCDI.... .. 10.<1: Lncr.a.. - 1.150 LIVE LOAD DEFLECTION a"SED ON L~O SPECIAl. PU.lE POSITIOKlNS C~, .JO[HT# X: lin} Y: Unl I.HIJI..[ I .3.DO 3 0.00 !I 0.00 7 -3.00 /i ~ , i c o~ - U SEP 1995 , , c o " " C ~ " -C 0: .'" ~ c C1 '" , -C ;: tit... , .'. rI-.-.II.......................OIl.....",...,.._..ICWI.... ........,...,..."........... ......~Ill'........... .............~ ___ . .. .---'b____....,. v..,.. -....-- il'IW_ ~ c.....,..... __ _ T......,.. M,..)CI..,......... ".,......... -..,......~ ~nAM)l"ll[lFalt...,.H.lIl..aI!o:JNte:TID'WODQIJllJI:ID"....n..~....... (rI"It......~"TJlUIc::CM IiWll.MI ...--..~..........II............... I~"'''''' (Hr--" ...............0,..........--._ ......'*~..."........--.............., ., ~lIr""""~~"""". --..""...... ....,..., Ill... ~............ ..... Ill......... 1'ICI--",1G'O". ~ ..... ~ _......... III..,....... ..,.,.~..,.,..,...,.................,.............. --.,....~. -...rill ~ NrI4LMa,ANg ~lCT....PLAl'1S_.~.............WOCI01'III.IIIb".....-'....~...,....1PI ..................-.._--. -C ,..,....~....", -'".......""""................. ...-....,..............................,. 'T-........... 1> '*"""......"""*-'-...--...-- __d..__.__tI'I...._____.....~. c.na...... c;: ..........~=----:=:c=_~w'::"s.tJ'-:.............."""..............~,.,... n.~1'IMe rr OJ - Gty - 1 I T~.. n... .. 880SP I .),- .. I. '. '..... . . c: !<f;~:~ ._- . .. .. .. . . .. . . ! . ~ . . . . '. . . . . . . . . . ,..'.. I ... .. .. . . . . . . . . . . .. . . . . . " . UlIH SHALL Co..sI~"'I OF ro... I'EPeERS r....STENEO TCGET~ W:TH tOd Nl.JLS .IT 12" OC TH:!OUGIf- OU. . UCH IEHSEA t1J51 "'AVE CCH€crOA PU,T{$ BOrtl rlCES or: E'Di JOIkT .6.& ~N+- to.5" 04C. IN TC EACH' ROtl~ 2 AOW(S) + 14'" O.C.. IN Be EACIi ROW", 2 RO\HS). ikU. lD'DS SHALt. Sf DISTRIBuTED is' (]tHE~~ EWAlL' 10 EACH PL"', TH] 5 TRUSS IS CESI6IIEO USIM.i THE L'8C CClJE_ b~Slc WiN:) SPUD -80 F'Pli. fl1~~ ct!'!J19r, nag De-en C'h~ek.c! fOf" '0 P.l!.f. DOlto". <hOrcl llV' load In accorclllnl:iI! "Jtl1 UOC. t...Ut1!1;R SP[C[FIUTJCHS hp Chal"cr 2~ 0\ I 11 O1'-L Bat Cnord 211 6 . SEL SUo. a--L Web PifC;1II' 2_ " .. SUNCARlJ [7-L Lelt Ilro:lve 21.0\ '2 tlI"' 8etl&N! Rlght IIfGVI 214 t201" Belter! ~ B!AR IttG Af:OJIREtlFHT 5 BEAR\"G ACT. SIZE AEU. SIZE US 81 5.5<1 In. ).~ In. &.2!7 BL ,,!:to In. 3.26 In. 6'O~ leBO: Tl1IS TRuSS HAS IIE(N CESIGI'ED IN ACtOllOoUI:Ce lllTti IClO IESEAROt ~E:POA'T l1i01_ '1-5000 KClLOU6 Y.u.4.eS ARE 20.3 PS[ IN ~~lJ:1EQM_PINffC!O;,Q,.'S FTR-LARDl IND 1~2 . -. ... ..-... ~-'''-"-'~''-'-~I'I::.-'-~". PliLTJNG BA'SED ON GREEN 1..UI'IBEIJ AT 111'1: OF H'J4~"'~TUR'E. .' 2 C'CK'l.E1E lfLtSSES REQUIAIECI 5FlEC1.AL. PlA IE PO$ITJONING ot"R'l ..cINTI X: Un) V: Un) .u.GL.E ... . .. . ... rop thd BoUalll'l CIVt . ...b. . . . :. r 1--IQ505 B 1. Sill" WI- '0'2 r2 - -1~: . T c. -g31i2 B 2- gillS el ) - '1'51" ~_$ - 29!. . . r :: ::~;i ::: ~~:. ~ ~: .:~ ~.s: 2119Y . T ,- -9751 e 5- 83B7 W g - 119' ~IC . -1286 T &. -BJ62 B!- 91~3 Wll. 10'2 1 1--i060, B 1- 9143 .. ... :.. :e. osn~Triisr~}' ; Box 28l1!/ E ,OIl: 9~Q2 F~x: SOJ-688.S868 , UhJlore Load. PLF load tese t (nlttel F1n.. St~t End Dlr. SO.O ~O_O 0.00 a.ga V eo.o eo.o 23.02 32.00 V 31LO 30.0 0.00 a.ga v 30.0 30_0 23.02 32.00 V 99.2 99.2 8.;e 23.D.2 V 59.5 5!l.15 B.SE! 23.1)2 V 100.0 l00.G 0.00 32.00 v 100.0 100.0 0.00 32.00 'i 39.7 39.1 0.00 32.00 V TCll Teu. re"- re"- Teu. Te"- OCu. 1It"- BClll. , 3 . . 7.32 1.15 -1.15 -7.32 Con~entr.t.d LG.~a Lhe CIted U1Catl!G" lC 331.8 its.l 8_!lB v lC 331.6 199.1 23_02 V ...~- ~~.~ 4. ..5t LI vE Loap DEA..f:CTION eASED ~ L/240 4-~O-ti ~ "-~O-7 '-8-11 t 4~ 1()~6 4-J-7 ' . "--5-3 . "'-1-6 . ~ 5690 5690 '\\~-7~ foB&o - fo~O 48105 r.a'~ R~75 11 sPSti60 'dl-11 ""'-.-5 12 ? [7' 5-7-) 0-4-5:r; . R?ii?15 'Sct05 j-l0-0 L. . _-3.] 6-3-3 5fi..1t1~ < < 4-8-10 '-6-15 . Io-B-11 32-0~G OVERALL SPlN . 4-B~tD OONCENTRAT8J ~OAD(S) REQUIREIS) ADeQUATE CONNECTION TO TRANSFER EQUAL LOAD TO EACH PlY (BY OTHtRS). NAILING PATTERH SHOWH IS FOR UNIFORM LOADI/lG ON~Y. P'\ATE CODE ...."'... ~s,.)~-o UBe [) 00 ~ :J.t. A TruSPlus Design 15 249 025 ANStDWj f'C5HC)FSI('t' Vt!'"l'lCln fI..2!5 "",. TI> m z: -t ", -< 4.71 -0,3-' .0.34 4.71 ;;:: <> TI> :r: <> " TI> ~ 241.2 1~, 1 -Hl>.l -24.2 -t :0 C TI> TI> '" .... 0> Q) lD lD <> .... )> " :0 '" ~ <> '" '" ..... " ;;:: i/EII95 .....~........ TRlJSWAL '.... ~.oIllI~ ..I.. .:~"J...IS mww~S\'5TfMS~DON ll~_ , . . IIII--"~"'''--''''_''''''''':ro-.tgr__.._...........~..,..-..-".. -..... ........, -......... .... at........,..... ..... NlI ,..,...." '- -.... _ ......... -., "-r. ----...~....... ~ ...........T..-Iu, ".X1.............. """"'-"""'''''''''''''OUIL11'Y COflT1tQ,.S1NCW1C1~MEl"""pu ".. .."..WCXlD'MIUI8I5rd...t_,.........ID'U_...T.....'I1iIUIcOM~ ...............~........-.._.....4IriIItIl ~ClIIrIDlM~... cw,....................,~.....~ito ......,HoIlllwolllg,n..-..._........ctIOIII.tot____.......,........................... w-....-... ........,.-......,................ ....-.....-...,.IIJ'U'........ ....-.-_..............,......... ....~......,...............~.......,II----..................... lWtr_'tWIJI.N'J.iNaTM.Ut:)/H} IIIU.C:WOMlTAl."'-ATIil!.. -- ..'WOOO'11UIIIII".....IIOol~I~tMBrrlrr"'_ ~~..,.....--. III'Q>III"-''''''' ..'-*............~.----.""...................ID~.......~. ,_w."II..... ........, - . ......................,...........-..,......_----.......:--......... --.................,~~-----.................._'llCqled ',IlIIT__ 11le'-", ........~IIIIiD1:ll111Nl._0QiI0lIMDrM..........WiIocI-.W1t_ CO 9ty - 1 I Trua. nam~ .88080 I tJa' _ 1" " )> 0') m ..... - ..... lbN6E~ SPECIfICATIONS Tap tnot'd 2'.-: . >> ,] tF-L Bot thot'd 211..' 1:3 ~-L "'.D Ptrc:. 211. . . 5TuCu.m Qf-l left 8iCftl Sl1~t'" 2~& '2 or- 8ette,..1 t liltt ~dgil 2(4 '2 Or' 8ett.r'11 BE"RI~ REalllREpq:PtTS BEJRIND ACT. SIZE: REI). SIZE L..8S BI !LM In. I.M In. t458 Bl !!l.!!lO In. 1.:50 In. 1272 BRACINIO l"tEXEIERS SHOWN III .. ~ REOOI REO. I~. CDNTINUOUS LATERAL BRACING ATTACHED !'/}TH Tlo'O tzJ 8lJ "'AILS. END VEltTlCA.L5 IJlE DESI4:;NEt) Fa; AlI;Ul lOADSON..'I". J(8ll; TI-4IS TllUSS HlS SEEN OESIG.\EtI IN .CCOtilO.~ ...ITl-I ICSO IlESEARCH REPCIll f607. 1i-5OO(t IO.Dl.... VALlI;S ARE O!03 PSI If'll Soutl-EQN: PINE~S FI>H..4RCH Mol) 152 PSJ [N HEI'H'I1USPAtXE-PI1E-FIR. THIS tRUSS IS OESI6NED USING THE LEe CODE. B"S!C \lIND SPEED .ao I'FH. 'hi! dn~pn hn Dun ehl!~liced 'Of'" 10 p.s.f. Dotto" cnOt'Il l1,e load 11'1 8cCOl"Il."u with uac. PUnN~ 8"'S[O ON GREEN lll'18ER "'T TII1E9-B-2 OJ; I'I"WLF"CTlJRE 0-fO-51. 7-6-it 2-4-2 4-5-" 1 7-3-'+ '+-5-'- """ ""'" , 12 ""l7 12 7 [:7' . . oo oo oo . . oo . . . . . . . . . . . . . . . . . . . . . . . . .oo .. oo .. . . . . . . . . . . . . . . . . . . . . . .. fop Chd Sot tOil! Ct'ld Wtba T s- -166S B 1- 13lHi "1 - 143 v 2.. -en T 2- -lotiO B 2- 139t1 II 3. 1::15 J1."" ~ oo. T 3- -9208 J- '131.. V fI".-11a1l 6. . '4.. -961B4- Wli il7:;.I231..6....1 .. f5- 0 .. ... .. . .. ... .... Mo~h~fskr ~~S'9. . :ttf893-46~?t 9~ 'f"" ,0l-688-'S8t8: :: rn m z --l '" -< S~ond.r"c:I Unifor_ b,c11n!l1 4PSf) TelL - 25.0; tea.. .. 1.5.0.: BtD..... 10.0: !nt f"'.... ... 1.150 (.J'tE lOJD OEFLECT IOf BASED 11\1 L/2'40 SPEI:UL Pl."'!" POSI TttJNIHG CHAin ...oINTI' Ie: 11n) r. (:3n' lJG.e t 15.00 3.'S(I (l.0 t ID.22 t2~n 30.3 t .Z.seJ 3;1.06 50.3 3 0.00 -4."9 US.! " 0.00 Q.31l -IS. I -15 CI> :I: C> ." CI> ~ --l :0 c:: CI> CI> ~t8i30 SP3245 7-3-4 2"120 l-lO-O ~ 7-II-l5 "",. CODE SPAC'" DATe ~!!tooo "" .. .00' D.C.. 9/12195 ....,~~..... TRUSWAl. A TrusPlus De 5 i 9 n .lirlo. ~ Ill. ... iii.. .MO>>~"1w,)o MUSWAl S'I'SIEMSCOJIOQA'OON :n, 255 022 co "NSLDloI! ttOSH:::4='Sl(ll Yer&ion '.2~ '" .... ~ n SEP 19S5 l>> 0> lD lD , C> .... ~2430 4-4-0 .... ~.)> " :D , I\) ~ 8-45-1'3 ~-9-6 26-0-8 OVERALL S~AN C> '" I\) '" " "" ....~"'..... ..... ~........---...-.. .............~..,.............. .... '-IiI ...... ..... .,....... .... 1iIIIIIIIIIlIle...... --.................. '" _........... -.. ...... ......_b~ ~1MJa___'"-if""'.2>............ ,............-..,.......,."QJIIIIUni' CON'TRCtSf~f:atMETat." .. .~ ,.WOOO~d..TMtPs......(TPI:I......Tt--'m..ccuMAN\Wll. M ~1lCIt..................., ............ . 4,.0.... ....,~. 0IIt1......,..... __....,..........____... ~DI.....~ ........_...IlIlioftIoM.. . kMIIol....,."..............-.-....... ...,.,.1IO......~rw. ......___...~IIf-.l....._.... _........._--..tIJV. ~ .........-...........tlI.................., ~~FV.Tf'~~~==::=.=~~~"=.:~~~ ....................."................,.,.~~.........d......b...............--..on ,_......... ~1ol..,~....._.,..meIIIlN- ~"......,.'D___f.....s.r...__--*"........... ClItmlIIP...... ~1I_~""..............,_....-..........0I4rAtt........ eI.......... .".,.....,. *'*-.1't'I."~."... ......w-...537I. " 1>- ", m Ot.y - 1 I TI"II" nl.. - BBCtSI I 3/le- .. t' C> - "" '.. - \ ." .: ...1 .'.:" z .. '" / . . .. --1:'1- ~':'_~~"":'.'" -- ./ ~~.~ "~:..:. ->-~ /y. / //; \~' r . . '.$ -- ---- . -==" :, ~ ~ - ~: ~ ~': = - - - -. - T~= '-< / - /; '\\ / \ \ ~ \ ---~====: \ \ \ ~ / \ \ \ / I /' - - \ ~ ~ - - \ \ \ \ \ __ '>- - _.I _ __ _. _ ~ _ _ _ _ ~ _ _ __ "-7-1--~-\:---":-- ----- \ / / \ \ / \ / ~ c \ ~. - - - ~ ~ - -- .~ "' \ / / / ~ Roo/11M 3D Layaut ~&l~&-. r~U~~~[L 1~~g~1 Systems . .. . . . . . . . . ... .. . . . . , . .. .. . ... ..... ... ..... ... .. .. . ... . ...... . .. . .. ) I I I I I I I I (503) 461.()880 Sob_ rHE HAMPTON C........... A~"SLOW D,pr: SItS Cbk. DC TC Li.. 15.0 plr TC Detd 15.0 plr DC u.. 0.0 pot DC Dead 10.0 pot TOTAL SO.O"" MOSHOFSKY TRUSS CO. I \ \ WOo WD 071S95A Sc:ale: :S131 ~ .. 1 ' D... . 071l9M l>m-F.. - Un 1.15 l>m-FIc - I'll: 1.15 CA:. Sp..,mg. 14.(1" Deslp Cr.!eria: UBC- 1 # Co_..... 31 , ( ~ ~ c , - c c c r- c . c c u u C .0 :..)) -.: :l: :~ r:.: ~ C tT - '" '" -.: ;: -.: " '" IT I proj. #2720 FOR USE ON THIS PROJECT ONLY DO NOT DU PLICATE , : ..' ----..--------- I ~ NOT' lZ.~O. ~ ------ ------ ~ - '7 waterp membrane' P' C .q .1> #4 bars ham @ 12" O/~_._~~= ---. 0 ve.-c,cal rebar ,-..... 30.' dowels P' .<:l .1> -~ -.......... a<; rco\, footing wo bars .~'. v ~ --+~~ .... ~~C\ \Z.$..O p. :-> " t ..w"lI~ei~ht. . 4' 6. ..ftg:width 30" 42" toe 611 12" .. wall 81t 8'! he~'... 16" . 22':..... ve.-cical rebar..,.. #4~12':.. ....#4:@l1()':.. ... ftg:. ~rb.a.rs.).. .#tt~1?"....:... #4:@l1c:J"....:. ftg. long. rebar (5)#4bars: (6)#4bars ~ .. ..........d.;.;~I~..#4~i2.';:::~:4.~i~:::.... * /Y'l).'( gr:. VC;~') A S .eY..~101L- 'I.r-J A\-\... 'v-J /0 S t..P, ~ . max. 2 @ 4FT. AWAY ~ =1111 = i1l1=::; ....." 1111= ~I'II-"II~ o 0 0000 o 00 ',. w. retainin~ w.a!! 1"=1'-0" approx. o o . .___v..____ : 0000 '-+-'-0 0 0 SITE SOilS BY OTHERS . . rebarmin.grade40 ~r<.eV. 40"'1- concrete minimum 3000 psi (no spec. insp.) ~\',~""- back of wall to be well drained /(0) p':~ /..(,'<5- . . 1\ P:%S,." 1&0 ,.~GIN~~ h~ /l./J v '\ .'~' L CJ.< 10.713 T.; ~r.- ,.-- _....,:::;.,~...,.. f.... ?\""v\';;"; _ OR~GON 0 '" ., (r ,lb ~ 10. .~_' :.<f ;i F. ~'(... 03 ._ BACKFILL WI CLEAN ROUND ROCK & OPTIONAL FIL T. FAB. WRAP J 1/0 EXPIRES 12/ .' 4" dia perf. drain tile wI opt. silt sock. sloped to outflow . ., (cliNlJI"w/,18" round rock) o :., .oR"~o ~ ~ ~ ) ~_O_.~.._., ~.: ,"'- 211 clear . / 0 (!>., 0 'l1a~d ~owel keyway , C> 0 \7 00 ~Use M&MB~ ~rJt~ 00 wall height @ \r'~ LL-S ~ \'TH /'__ \-\-.J \ orJ '" Sf'As,.n:~(:-'/ .8" c<;;~~,.~ \.~~~:,t": ~ 0 0, ':'_. hold 211 clear this face 'V ... liJ. .... to.. . I> D: " . ..lI'. .. I ~ ' poP. . .. D.. .. D .t> . \;7 00: .... ....:. __.___v_ ;Z' ^ . t>.P P r-,. :' t.-" ..' V I .. .. . . ... fCCIi.".ing longitudinal reb4r: : .. . toe uy I'/all , , .. . ... o o .-> . C> ...... t:7 . p.', C>.' .. . .~ '. ~ II~~ .~I~i~lllI- ...,....... . ~. clt.!a~ . . . . . .o. .. .. '-'-.-"'undisw.rbed soil heel , I I ; .--)-- -- x- ",to\,", HAL PFEIFER PE, p,c. ".~., ,====~- !.\~ ~\..."f'"' . . . . . . . . . . . . . . . . . . ~':~l~,. . :~y;.. ~on6ulting Engineer "\1i)"{?;..' BUilDiNG DESIGN 40 W. 17t.h 511it~.A., Eugene OR / (5<11) 68.3-4257 proj"ct: WHITBECK RESIDENCE location: EUGUJE, OR date: 10/20103 proj. #2720 . ... " ~_r:-:; "".~""' ~,.{\-" iJ~l~ ~,-;.,_,1~~ . ~~'tF,f :'. A-{(~ .i' ,:;,~',~~, I ~, OJ-~' . <-,.--\::Sf; ',,"(f J>r.- :~~f~ , .;~~}. CNTCN4&6 4of'V YY. 'l1'n ::7U11-e t'\ 6UGENE,OR 97401 (541)683-4257 U CONCRETE BEAM--FLEXURAL CHECK ONLY .................................. INPUT DATA .................................................. Rev.3/21195 H. Pfeifer Rev.7/21194 Jok Ang , CONCRETE Fe' ................................... 2.50 ksi , , STEEL Fy ............................................... 40.00 ksi , , UNFACTORED MOMENT, Md ......... 0.00 k-in , 'UNFACTORED MOMENT, MI.......... 17.28 k-in , 'FACTORED MOMENT, Mu ............... 29.38 k-in , , BEAM WIDTH, bw ............................... 12.00 in , , EFFECTlVE BEAM DEPTl-I,d ............. 5.50 in . .................................................. m> USE LOAD CASE NO. .-----------------------------------------------. ',.4 Md + 1.7 MI ---> 1 , 1.4 Md + 1.7 MI + 1.7 Mh ---> 2 , 0.75(1.4 Md + 1.7 MI + 1.7 Mw) ---> 3 , 0.75(1.4 Md + 1.7 MI + 1.87 Me) ---> 4 , 0.9 Md + 1.3 Mw ---> 5 , 0.9 Md + 1.43 Me ---> 6 , CODE MIN STEEL ................................ CODE MAX STEEL ............................... (Fe' <= 4000 psi & 0.75xBalanee) CALCULATED As ................................. REQUIRED As ....................................... (IN LIEU OF CODE MINIMUM) PROVIDED STEEL. As .......................... Rn ............................................................... 0.90xMn ..................................................... _ Mu ............................................................... 1.2 0.90xMn > Mu m>OK .~~................. , APPLIED o o o o o . o , , , , 0.33 in^2 1.53 in^2 0.15 in^2 0.20 in^2 0.24 in^2 0.14 k-in ^2 45.89 k-in 29.38 k-in .proj.: #2nu date: 10/27/03 0.00 ( #4 @1O" ole) , .- .. . ...... .P:~T: 27 }\l!l3. .. .... eXPIRES ';l!0l1~0fr .. . ..... . . ..... ...... . . .. ...... . . .. ...... . , .. .. .... . . . .... ...... . . .... ~ ...... HAL PFEIFER, P.E. 40 W. 17th / SUITE A EUGENE, OR 97401 (541) 6B3-HALP project: WHITBECK location: #2720 date: 10/27/03 6' CANTILEVER RETAINING WALL BASE DESIGN DENSllY OF STEM 150 PCF STEM HEIGHT 6.000 FT STEM THICKNESS 8 INCHES OTM ~> 1831 LB-FT BASE HEIGHT 6 INCHES BASE WIDTH 42 INCHES RM ~> 4234 LB-FT ..... . , ASSUMED TOE LENGTH 12 INCHES .... ..... , . ..... 2063' tBS . . . ...... DEAD LOAD ON WALL 100 PLF W~> ,. . . . ...... .. SURCHARGE ON SOIL 0 PSF . ...... . . , . SOIL WEIGHT 100 PCF 1/6 ~> 7.00 INCHES :..... .. . , ..... . HORIZONTAL PRESSURE 40 PSF , . . .... . . ,. . , . , .. .. .. . ALLOWABLE SOIL PRESSURE 1200 @ 6' DEEP I' => 41.9.;,. iI'lGHES .... . . . .. , SLIDING FRICTION COEFF. 1 BRACED .... . ...... . , .... . . .... .. .. ...... . . 7.02 INCHES "NOT IN MIDDLE THIRD" .... e => SOIL PRESSURE ATTOE ~> 1180 PSF O.K. OVERTURNING S.F. ~> 2.31 O.K. SLIDING S.F. ~> 2.44 O.K. MOMENT AT BASE OF STEM ~> 1440 LB-FT 17.28 "K SHEAR AT BASE OF STEM => 720 LBS OCT 27 2003 EXPIRES 1? ,..,. "'t ;''-'.''"-- < .~- .' ;~7!2~.:~_-:~"'-;,;,'.;:.'''' ,.-;.,-., ~-: . Fv': Adiustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 5.0 Ft from left support of span 2 (Center Span) ControllinQ Shear: At a distance d from right support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): t "; - ~." ';"'':'~~ ':, "V'~.',"~' .....:'. '.\!~,!,"'i'-';:,' .'..'.....,.' .~ OLD-Center- LLD-Center- TLD-Center- LL -Rxn-A= DL-Rxn-A= TL -Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL -Rxn-B= BL-B= L2= Lu2- T op= Lu2-Bottom= Cd= U U wL-2= wD-2= BSW= wT-2= .... . FI\= . fVlFf'.. .E= Fc-perp= lib'=.. . .. . ~.,'.... . . .. ...... M" . .. .. v= SreQ= S= AreQ= A= IreQ= 1= 0.04 IN 0.12 IN = U962 0.17 IN = U710 1750 LB 623 LB 2373 LB 1.08 IN 1750 LB 623 LB 2373 LB 1.08 IN 10.0 FT 0.0 FT 10.0 FT 1.00 360 240 350 PLF 115 PLF 10 PLF ..... 475 PLF . . ..... .... ~Cll' :PSI 95 PSI 1600000 PSI ~:. PSI . !l6B.. PSI . .. .9'5 . PSI ...... . . .. ...... . . .. ...... . . .. .. Bv: Gordon Anslow, Anslow & DeGeneault, Inc. on: 04-21-2005: 2:28:41 PM Proiect: E Hampton - Location: Deck beam - long Summary: 3.5 IN x 11.25 IN x 10.0 FT 1#2 - DouQlas Fir-Larch - Drv Use Section Adequate By: 0.4% Controlling Factor: Section Modulus I Depth Required 11.23 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam onlv. support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: . Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span LenQth: Center Span Unbraced LenQth-Top of Beam: Center Span Unbraced Length-Bottom of Beam: live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Seif Weight: Total Load: Properties For: #2. DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr-1.15 Ci=0.85 .... . . .... . .. .... 500l!>' FT -LIi..... . ... . . . .. .... .. . 1946 LB 73.56 IN3 73.83 IN3 30.72 IN2 39.38 IN2 155.40 IN4 415.28 IN4 Bv: Gordon Anslow, Anslow & DeGeneault, Inc. on: 04-21-2005 : 2:32:13 PM Proiect: E Hampton - Location: Deck beam - short Summary: 3.5 IN x 7.25 IN x 9.83 FT 1#2 - DouQlas Fir-Larch - Wet Use Section Adequate By: 1.5% eontrolling Factor: Section Modulus I Depth Required 7.2 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam onlv. support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span LenQth: Center Span Unbraced LenQth-Top of Beam: eenter Span Unbraced Length-Boltom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: #2- Douplas Fir-Larch Bendinp Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1.30 Ci=0.85 Fv': E': Adjustment Factors: Cd=1.00 Cm=0.97 Adjustment Factors: Cm=0.90 Fc'jlerp: Adiustment Factors: Cm=0.67 Design Requirements: Controllinp Moment: 4.915 Ft from left support of span 2 (Center Span) Controllinp Shear: At a distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): ?,.; '''',', DLD-Center= LLD-Center= TLD-Center= LL -Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL -Rxn-B= BL-B= L2= Lu2-Top= Lu2-Boltom= Cd= U U wL-2= wD-2= BSW= wT-2= .... . . Ft>= , ~tlF... .E= FCjlerp= ti15'=.. . .. . IJW"-=e. . , . .. .~'f.. . . . FC'jl~rlJ=' . M= v= SreQ= S= AreQ= A= IreQ= 1= .' .~" . . ..~ I ~.~' J./O 0.08 IN 0.17 IN = U712 0.24 IN = U485 590 LB 276 LB 866 LB 0.59 IN 590 LB 276 LB 866 LB 0.59 IN 9.83 FT 0.0 FT .9.83 FT 1.00 360 240 120 PLF 50 PLF 6 PLF 176 PLF ..:... ..... .... ~Q(lo : PSI ll"5 PSI 1600000 PSI :~~~:. PSI . ~. PSI . .. .\12 . PSI ..... . . . .. ...... . . .. ...... . . .. .. .... , . . .... 144QI!OO" . PSI .... 41~.. PSI . .. .. . ...... . . .... 2128 FT-LB 762 LB 30.21 IN3 30.66 IN3 12.40 IN2 25.38 IN2 56.23 IN4 111.15 IN4 . . ~;. .' "'-":." ,. ,;' ):,~~'~D,~;.' " ~ ,j, ::;:,-=';, ~ ;h'- :'~,~;.J: ~\~'l~~~~-f,'~j~~,~:.):;:W~N~':':~~::~~:" '" By: Gordon Anslow , Anslow & DeGeneault, Inc. on: 04-21-2005 : 2:27:01 PM Proiect: E Hampton - Location: Deck joists Summary: 1.51N x 9.25 IN x 13.66 FT (10.7 + 3) I #2 - DouQlas Fir-Larch - Dry Use Section Adequate By: 24.4% Controlling Factor: Section Modulus I Depth Required 8.29 In Center Span Deflections: Dead Load: Live Load: Total Load: Right Cantilever Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Dead Load Uplift F.S.: Beam Data: Center Span LenQth: Center Span Unbraced LenQth-Top of Beam: Center Span Unbraced Length-Bottom of Beam: RiQht Cantilever LenQth: RiQht Cantilever Unbraced LenQth-Top of Beam: RiQht Cantilever Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: RiQht Cantilever Loading: Uniform Load: Live Load: Dead Load: Beam Seif Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Properties For: #2- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Ci=0.85 DLD-Center= LLD-Center= TLD-Center= DLD-RiQht= LLD-RiQht= TLD-Right= LL-Rxn-A= DL-Rxn-A= TL -Rxn-A= BL-A= LL -Rxn-B= DL -Rxn-B= TL-Rxn-B= BL-B= FS= L2= Lu2-Top= Lu2-Botlom= L3= Lu3- T op= Lu3-Botlom= C~:;.. . U . tJ . ...... . wL-2= wD-~= . B~=. . wT-~~ . ...... . . .. wL..-.~... wq,.~~ . . . BSW= wT-3= PLl-3= PDl-3= X1-3= Fb= Fv= E= Fc-!,erp= Fb'= Fv': Fv.= Adiustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 5.223 Ft from left support of span 2 (Center Span) ControllinQ Shear: v= At a distance d from riQht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): SreQ=' S= Area (Shear): AreQ= A= Moment of Inertia (Deflection): IreQ= 1= M= 0.03 IN 0.15 IN = U828 0.19 IN = U687 -0.02 IN -0.14 IN = 2U517 -0.15 IN = 2U465 426 LB 109 LB 535 LB 0.57 IN 700 LB 230 LB 930 LB 0.99 IN 1.5 10.66 0.0 10.66 3.0 0.0 3.0 1.00 36&' ~. : :~:.PLF . 20 PLF .tJo' PLF .14)13. : PLF FT FT FT FT FT FT ..... . . ..... ...... , . .. ...... . . .. ...... . . .. .. .... . . ".... . . o:u .PLF .... ~.. PLF ...... ..J:.:PLF ...... ~ ,PLF 0 LB 20 LB 3.0 FT 900 PSI 95 PSI 1600000 PSI 625 PSI 968 PSI 95 PSI 1387 FT-LB 523 LB 17.20 IN3 21.39 IN3 8.26 IN2 13.88 IN2 68.85 IN4 98.93 IN4 Floor Joist[ 2000 Intemational BuildinQ eode (97 NDS) 1 Ver: 6.00.63 Bv: Gordon Anslow, Anslow & DeGeneault, Inc. on: 04-21-2005: 2:50:12 PM Proiect: E Hampton - Location: Short deck joists Summary: 1.5 IN x 5.5 IN x 5.66 FT l'<il24 G.C. 1#2- DouQlas Fir-Larch - Wet Use Section Adequate By: 39.1 % Controlling Factor: Section Modulus I Depth Required 4.66 In Center Span Deflections: Dead Load: Live Load: Total Load: < Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only. support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Joist Data: Center Span LenQth: Floor sheathinQ applied to top of joists-top of joists fully braced. Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span LoadinQ: Uniform Floor Loading: Live Load: Dead Load: Total Load: Total Load Adiusted for Joist Spacing: Properties For: #2- DouQlas Fir-Larch Bendinq Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1.30 Cr-1.15 Ci=0.85 , . ~~ '''~'.. . ,:~~(~j:7':, ...~ . .. -? Fv': E'; Adjustment Factors: Cd=1.00 Cm=0.97 Adiustment Factors: Cm=0.90 Fc'-perp: Adiustment Factors: Cm=0.67 Design Requirements: ControllinQ Moment: 2.83 Ft from left support of span 2 (Center Span) Controllinq Shear: At a distance d from right support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD-Center- LLD-Center- TLD-Center- LL-Rxn-A= DL-Rxn-A= TL-Rxn.A= BL-A= LL -Rxn-B= DL-Rxn-B= TL -Rxn-B= BL-B= L2= Cd= U U LL-2= DL-2= TL-2= wT-2= F~=-.. ~y= .' .lii.. . Fc-peIP= Fb'= . . .. .. r~~ . ,- ..(' 0.02 IN 0.06 IN = Ul046 0.09 IN = U761 226 LB 85 LB 311 LB 0.50 IN 226 LB 85 LB 311 LB 0.50 IN 5.66 FT 1.00 480 360 40.0 PSF 15.0 PSF 55.0 PSF 110 PLF 9DD.. PSI ,~:;; .PSI 1600<AAl . PSI 625 PSI . . 2ft.2'" PSI .... . 92' . PSI .. . ...... E'~..' 1440000 .... '401.90. . PSI , -!l.... Fe -per..,_ . .. .. M= V= SreQ= S= Areo= A= Ireo= 1= . ... . .. 4'4b 'FT -LB 261 LB 5.44 IN3 7.56 IN3 4.26 IN2 8.25 IN2 9.84 IN4 20.80 IN4 ..... , , ..... ...... . . .. ...... . , .. ...... . . .. .. PSI .... . . . .... ...... . , .... Roof Beam[ 2000 Intemational Building Code (97 NOS) ] Ver: 6.00.63 Proiect: E Hampton - Location: Family rm window hdr Summary: 5.5 IN x 9.25 IN x 10.25 FT / #1 - DouQlas Fir-Larch - Dry Use Section Adequate By: 2.7% Controlling Factor: Area / Depth Required 9.01 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof LoadinQ: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Wall Load: Beam Self WeiQht: Slope/Pitch Adjusted LenQths and Loads: Adiusted Beam LenQth: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #1- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.00 ;:.. Fv'; Adiustment Factors: Cd=1.15 Design Requirements: ControllinQ Moment: 5.125 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= V V LL1= DL1= TWl= LL2= DL2= TW2= Cd= WALL= BSW= Lad;= ~~~... wD ad!= . -w.~... , Fb= Fv= .i!=... FCJler~~ . ...... Fb'!.. . ...... Fv'. . .. .. M= V= SreQ= S= AreQ= A= IreQ= 1= 0.13 0.19 0.31 2242 1511 3753 1.09 10.25 0.0 o 480 360 25.0 15.0 17.5 25.0 15.0 0.0 1.15 20 12 10.25 FT 4;.le.. PLF ~~~. 'PLF n2 'PLF 1~~~.:. ~~: 160OClDD.. PSI ~,:;' : PSI 1553 PSI .... . ~..PSI i.-., IN ,_ IN = V657 IN = V393 LB LB LB IN FT FT :12 PSF PSF FT PSF PSF FT PLF PLF ..... . . ..... ...... , , .. ...... . . .. ...... . . .. .. .... . , . .... ...... . ... . . . .. .... .. . 9618 FT-LB 3228 LB 74.34 IN3 78.43 IN3 49.53 IN2 50.88 IN2 332.67 IN4 362.75 IN4 . ..-~ . NOffi If multipe mertWer "~der Is u&&:f, on~ the outer ~mUc:r i, n:quffe'd to Pe CorrUnuou9, . . . . . ... . . . . .. . . . '. . . . " .., .. . . . . .. . . .. . . . . .. . . .. . . . . . . . .. . . . . . . . . . . . . CoOMUnue he.ader (Na.......1I ----- ',......... .... "-;"';';';';':':':'.':.':';f. fasten pl;ywood t.o bum . ---....... :;;;;;;::;:;'<:.,<:-:-:-:':<<::,::,;:: . wI 8d 03" ole. noTlz & vert ~.'.' ,', '.',',' . .',','.',','. .;'.' '. .. :. ; ".:.......;.;.:.;...:-:::: . :, eimpoo.,,"CEpootc.opo :"T1-.........:. ;.:'. (1l?te'rlor&i:XUTiOT paIring) :. :.;.:.:. ,;-:.:-;.. ::;,,;-:; .; lI2CDXor 7116OS!Hrom buttom of.rlL :'. ;:;:::;:;; ;;.-:;:;:; ::;::;:;:1' . . '---- ----:--.... ..,,, ,". '""... .. to topaf door ~m ;', . ....;.:: :<;:;.:: ::<<.;..~, -: i' ""c'o,:::,::':~' : . tiif!jH~,\t .if _eoi".fnd.~' .;-;;.;-. :.;.;-;. . X-; :'; #41>arGltop : '''''': "'?: ',;; ...'"~'"... .. . . . ... . .. . . . . . . . .' . . . . . . . .. . . . . f..""" wi Ild (; '" 010 lit ~.. & 6" 010 II ~dd .. . . . . . . .. . . . . .. . . . . .. . . . . .. . . --- block an JoIn- w/2:lc4 flilt WINDOW OR DOOR OPE~ IN" --- 4X/llodl" > <;> <:: HTT'I6'. 'HI 55TIl16', fl2 X 10. ."chor balte foatlng Td:lar ...---- -J " ' - FoonNG COmlNUOU5 SCALE: 1/2" = '-0' APPROX, PORTAL SHEAR WALL USE T'HESE SPECIFICA1l0NS OR EQUAL EXPIRES 12/31/0 HAL PFEIFER fE. P.C. .................. . .. Cor1/lultitlg Engineer . ... BUILDING DESIGN 040 w. l7t.h !lulu A E""..... ~ I (54fl6/l3-4257 project: THE HAMPTON MODEL location: EUGENE, OR date: 2J05/01 pro]. #: 2256 ; ~... " ., ". . .. '-' -~; .~ ~ -<-" j<! ;:.~:t ~!;~;~ :~~ -;-"'-Jr' .~,.\-{; ~~ :.:.~:~ :,~t ;/.~ :.~;'4t. "'-~v-" .~.;~ "i~ ...~';,M '''''',.'$1, '.~~~ .. )~~ ,/ W,O. # 2256 I THE HAMPTON MODEL . .. -. ...... . . . J. . . E~~."'R: . . .. . .. . ... .".. ... ~) J;!,~~~~ .. . .. HAL PFEIFER PE. P.C, LATERAL WIND DESIGN Co= 0.,65 PR<AJECT'ED AA~ MEfHOD Cq= 1.30 '97 UBC q5= 16,40 1= 1,00 p=Cex C,\x q5" I p=\ 13.00 ..I~,tf~' W WI ~r1f-.har...1I L 7 tribue..pY"'" Gf wi"" lca.I'...... A 362.88 t"otal-narOl't_1 V=pX A 5,028.79 unit -"-r pcr t't. of...1/ v=VIL ERR 40 W. 17~h avg .. . .. . .., , .. , , . . .. , .. . , .. , . . . . , , . . , . . , . , , , . ... , , . JP"f W2 W3 W4 W5 . , .. .. .. 7 . . :.33.00.. . . . ~.5o. 20.50 , , . , . , . .. : -124.20 39:3.12 . . -241.40- : , 241.40 , .. . , . . 5.447,86 3.346.32 10..035.96 3,346.32 ERR 101.37 118.77 16.'3.19 ~llIddlNd.~M111/ft.. DLV 7 7 141.48 132,68 129,66 .....lo..lI........ /or ,"c,,,,, DL V 1ft X .5 0,00 0.00 70..74 66.34 64,83 !VI. untl._r p<< ft. of WIll nO't y ERR ERR 30..6:3 52.43 98.36 ....lna'tMU1 (" M./emic control. Ni9mtc COnkDh, 1I2"CDXor7/lS.058 1/2"CDXor7Il6"o.68 1I2"CDXor71l6'o.e8 MIl""".) Ni.mitGl......... .:... ...mic corrtrole minimal minim.' minimal -""'I'A(",.,) uie:m ic; cont"," ....mic ccntro'" mlnlm.1 minimal minimal WI W2 W3 W4 W5 llhar Mill ~ht H 7 7 9,50 9.80. 9,25 dWanoe ~ .-,okot'f L' 7 7 29.00 72.50. 15,50 .... notlo H/L' ERR ERR 0...'3:3 0.,14 0.,60. ,...cdon d .,ahar R=Y(H/L) ERR ERR 1.0.95,88 1.356.69 1,996,40 .... 10.. ... l"aeUon OLD 7 7 848,8~ 796,0.8 m,93 -~..... DLO X .67 0..00 0.00 568,75 533.37 521.21 "" ract:IDn ri .". RnO't ERR ERR 527,13 823.21 1,475.19 8ndlorat. ......m ic ccfrtro'" eeiemic:: controls minim.1 minimal Hm6 85m,S .. shown note: N-f7(I6g.,) ~p'" moly I>e uULl in 'leu of &d ....1"'.751. of I'e<\'d. .pactng 8HEA1HING: 1I2"CDX Dr F10ttId 7Mi' 058 .htg, Dr 112' 0.58 .idlng wi 16. 01" etu<I. not<< """,,,,meMed minimum 4' 01" .nchor !>oft .pa,,11'lg ANCHOR 801. f = 112" X 10" A,8.'!! I 51LLz 2x6 P,f, '-em~r I P x 1.33 = 73t#/I>oftl.m pWta I ,""uru = 91 ND5 ':l~ ".,." .: '-'. . ... -.... ,- >.~ .~" ,~~~ .........~ ":.;'"':"-...: i-'-,~~;~ "-..- ::~~~~! EXPIRES 1 2/31/0 ....>0: l "~:' !~ .:,{~{ . -~~~~:';~ .'"" .....= ,,C' t:~ , ,.dj;\~ . .;e'f~ 1 -l:~~ .%;~ '~~ \'~~ ~i~~l HAL PFEIFER PE, P.C, 4OW.17t11 EUGENE. OR (541) 683-4257 unrt.vvt:... Br~B . .mf5G. . WA /oJ/A . ... , .. ~,60 : . : .535..39 1~.524.56 Yet1~.r wa05 . . . , , , . . , 4!-94.21 . . .w811~:. .9~O ... . 3,261.77 , Ca: 0,36 (20no 3) Intlwalls 5.50 943.20 5.1~7,60 SEISMIC OESIGN 1= LOO cqnp.roof ,13.1~ .. 4.377.38 57.475,00 (ptywood waUs) , . . , , . , , tot.8l 84.448,94 R: 5.50 , , , . , , , , . , .. .. V:(3.0Ca/R)W 3.0Ca/R = 0.198 . . . , . . . . , , , , . . . 1. of ~;kUng 0,44 0,56 0.20 0.60 0.20 MID WmtHlc:.t't:kln , W ZI Z2 13 Z4 Z5 ,"""",of_rwoll L 42.50 37,00 7 7 7 -'Y"~'" 0110./.... WT- 37.157.53 47,291AO 16.889,79 50.669.2\6 16.8~9.79 ~''''''''rD"1ItIG Y:WT-, f 7,296,39 9.200.31 3.316.54 9.949,62 3,316.54- unit .Mar per k.11f waJI v=VIL 171.68 250.98 ERR ERR ERR Wl'IfcII dItad load' .""9 W2111 f\. DLV 388.82 349.43 7 7 7 ---..------- . ,-' W.O. # 2256 I THE HAMPTON MODEL . .. .. .. . , .. . , , , , , . . . . , . , , . . , , . . . . . , ... .. .. .. , . , . , . . , . . , , , . , . , , , , . .. ........:..,... .'.....'-:<'. -, ','. i':~" ~ - ~" ,'.~t{4 "~;-- ';-', '. -~.'\ . - ~- : ~:.;: '~f~ , . :-'~ ~ ".h ~;. ~~~ "~<~!L~ :.~.. .o... " nn mdl'rt.I (1') COXor098 CDXor058 wind controls wind controls wind control... EXPIRES 12/31 {O ...Inn,,(.) minimal minlm.1 wind controls wfnd controls wind contro'.. .-,cl1orbQM nwt'd (1"Iolf't If) minimal minimal wind controls wfnd controls wind contro'e Zl Z2 13 Z4 Z5 llhar- w." ~'" H 10.25 9,40 7 7 9,00 dift.l1'lClf bft:wem .l'IChor. L' 34.50 26,00 7 7 7 ...~ ....., H/L' 0,30 0.36 ERR ERR ERR -......... R=Y[HlL) 2,167,77 3.357,2\6 ERR ERR ERR dadlola4"'~ DLD 2,332.92 2,096,5~ 7 7 7 'U __ .....Iood DlO X 1.0 2,332.92 2.096,5~ 0.00 0.00 0,00 fWI.~"'w R net (165.15) 1.260.7~ ERR ERR ERR .~, minim.' HT'T16 wind contro Is wfnd controls wind controls 55f81e .. _kOMI noU: N-T7(I6ga.) euplae may N u.u in lieu of 8d nails t/l7S1 of re<j'd. .p.cing 5HEAniING: 112'COX or rate<j 7/16' 056 e~. or 112' 058 siding 0'/16' olc .t<Jde no1e: recommended minimum 4' ole Anchor tJott. ep4ilcing ANCHOR 60L T = 112' X 10" ,1,.8.'5 I 51lL= 2><6 P. T, hem-nr I P x 1.33 : 731#lI>olt./eill plato I !>OurGe = 91 NDS J ~ -..- '~ " :';.i~ '''~.,,;~ ----.,- - ;" proj. #2256 21 W3 & W4: 21 W3 21 '''''''''''-'. W3 t 221 i I~ 1 RIW HH Z2 Z2 & W5: . .. .. .. ........ ........ ..... .. .. . .. . .. 1/2" COX or 7/16056, 8d@3" ~dg~s 112" Intel'tor'!; nailfng,' . 1/2''><10'' AB's@4' ole, HTT16 wI 5STBI6 ~a, ~nd, B(ocldng is r~uired. ... .: ... .. ... 1/2" CDX or 7/16 05B, minimal nailing, minimal ;",*,or b~ts.: : . .... minimal = minimum r~qulred for eonv~ntlonal construction roq. of th~ CABO cod~, Blocking & sp'"", Insp, not r'<'tuir~d, .. .. .. ... .. .. .. .. . .. ... ... . .. .. 21 w... ....-/21 I W4~ I -~t~ W4 . ~ W41 ) 21 -E-I W4 L o o '"' W4 ( L Z2 (ij , ~ W4(J ~ )W4 '--~--- ~ (I W4' i _.: Z2 H H Z2 W4 jW4 Z2 RIW --1J Z2 NOn:: splice all doub(~ top plates a minimum 6'-0" w/IOd @ 3" ole stagguul for 3' ~a, sid. of ~a. joint . . , . . , . : ~'/:IEARWALLS ~l'Ir<<3/32": "-0" .PPf"Dl(. .. pn>J= TliE HAMM'ON MODEL loc.tJ"" EUGE~E. 01: . ... : :d~ 2/5/01 pro1. #"22S6 ,. . . . . . , , .. 21 21 -.H H " ~ H '" l!::!.H ] L H .. " .s: '" .. ~ <> "- ~ <I) "- , , .. . , . . .~ '" ~ u " S L o o '" iij ~ ~ " ...c: '" " ~ ~ - :,. 0,. ,4~Jt~ : -, 'i' o '" c: ~ II E E 1: ... 't; ~ . . ;oJ-'orf!5s -, ~-' " , . '.::,;' :0,,,,,: L ., "- ~ N c: 0. ';:"' --ci ~ z ~ 't<" ~ ~ ~ :: o~ Q..s:: C\ OE: UJ "'1;3 m: 0 U J:: -. n.! ro ~ ~ c:s'I ~=o_ ~ z IS) ~:t ~ W Q ~ 0 :'J t)l O-s:: ~ ..s:: II E 0 u IS) ~ ~01S Gi II) N c U Q<I)- ... Nuii -;: (.f) L..n ~ u:?->< " ':l s:: I,,) Q \S"l ~..2 :> =>u~ < i, I \) /', Itll I .: --~-~- :1 l= .' HW5 ...,.....,.... H Z2 W5 -"'"" 22 Z2 H = HTT16 anchor to 4X or (2) 2X studs wI SSTB16 '.'0'0 , " , , :.;~ : )}ri "'';'''~ o..<o,:S~ . ",j~~ .,..~~ . 'Tt~ - --~ /~1~ PROJ # 3012 J EAST HAMPTON (revfeed 1/12105) HAL ....rl:Jn:."" PE.. P.C. 40 W, "'" EUGENE. 011. (MI) 6&3-421l7 LATERAL WIND DESIGN !l= 1.00 ""'9 PWJECTED ^~EA METHDD '- 1.00 '04 055C^ p&3O= 14,20 pe=S X Iw X pe30 p&=' 14,20 lP&f ....~CkI\.I' W WI WZ .,.., W+ "II.p1t of 1Ihur..1 L 7 7 :30,20 ~,50 ~....of"""''''''''' ^ :362.&8 :39:3,12 289,68 72\6,2:7 tooetl....,.OftMla Y=p X ^ 5,152.90 5.582.:30 4.113,<\6 10.455.0:3 ul'l".......,.,.ft.t1f...lI ~Y/L ERR ERR ':36.21 123,73 we &,00 1&1.05 2.570,91 :321.:36 ___I.d.Ioole""ft. OLY 7 ___,.._ OLY/ft.X.5 0,00 ~""".'-",...ft.",.. n&tv ERR ...11"'......1(..) ....c. ~. .' nonlnt(.) Nlemlc COftUOle _~~...(_W') ...IlImlG GOllWOIe WI ....r....1I h-'tht H 7 ..."l1li....., IDIGhoN L' 7 -- H/L' ERR t'IaO'IIon -' .MhOf' R=Y(H/L) ERR .... IoN d....aon OLD 7 --- OLO X .67 0.00 1'I"rac;t;kln ........ R nat ERR .Nhor"lfe .....mlG~ 7 141.4& 1:32.6& 129,66 0,00 70,74 66.:34 64,83 ERR 65,47 57.:39 256,54 ........Ic <lOlJtroho 1I2"Cl1Xoo'1116"06& 1I2"COXDr7I18"098 1/2"COXOl'T118"098 ........Ic _Ill minimal mlnlm.1I ed.... . controfe mlmmal mini.... mlnl....1 WZ W3 W+ we 7 9,50 9,00 9.25 7 Zl,70 7&.50 6,00 ERR 0.:34 0,12 1.54 ERR 1,410.75 1.:305,21 :3,96:3,49 7 &4&.58 796,06 m,93 0.00 56&,75 533.37 521.21 ERR ~2,OO 77\,64 3.442.27 .....mlG controfe minima' mlnl...1 HTTt6 55'"'16 .. .'-" not<< N-17(I6p.) _p4&e m~ be ....... In lieu at ad ",1I1e .1!5'1 at I'lIl\'d, epadne 6HEA'lMING: I/2"CDX Of' nr\:ad 7116" 06& ."'eo or 1/2" 05& .Id.... 'NIlS" ole etude "aC& rerG01'IImaMM mtftlmtml 4'o/catIChorboft ," ....~. NICHOll: OOl f = 112" X ,to" ....6.'S I SlU.e 2ril P.T, """'..flr I P .1.33 e 7S1#1I>o1tl.81 plaftl I eo"""" e 91 NOS JUl 12 2005 .;:...' ~ 12131'06 - '..... ,.,<? '.;F'~ i ..~I;4t.; . .;, <':, ~.:: ;:.:~;;~~:~ . '.i;~::~"::i: PROJ # 3012 I EAST HAMPTON (revleed 1/12/05) HAL I'FEIFER rE. P.c. 4OW, mil EUGENE. OR (541) e&:Hze7 unft wt. area mf5C. N/A N/A 1.20 ..Fa v.,neer wal16 34,60 535.:39 1&.524.56 09ElCA '04 1.00 ~ ..al1~ 6,60 494,21 3,261.77 llEJ5MIC DESIGN 0,&0 =2./?; F. 5e IntI...!I. 5.50 941120 5.1&7,60 "'mp. roof 111.1:3 4,377 Z,& 57,475,00 5d~ .. 2/:3 Fa 5. R.. 6.50 ~..al1.) total &4,44&.94 V.. (1.25<10 I R)W 12 5d.1 R.. 0,148 ..0110__ W ZI 22 ZS Z4 ZI5 "tIfh of .h.... ..n L 42.50 37.00 ? 1 1 ~""h' 0110041.. we :37,157.53 47,291,40 16.&&9.79 50,669.36 16,&&9,79 tn..... Of! .._ V..wed 5,487,&& 6.9&4.5& 2,494.49 7,4&:3.47 2,494.49 Ilrtfl.....,..fL ",_. ""V/L 129.1:3 l&a.77 ERR ERR ERR _......Ioo/."""..!,ft. OLV :3&&,&2 349.43 1 1 1 .. .",,",,.1 (.) ~ CPXOr<l68 wtnd control. wind controle wtnd oontrol& n..... (.) ..._.1 mln.....1 wtnd "'MUoI. wind ",MUoIe wind oontrole ..._~. (....,) m_.1 ...1n1....1 wind c:ontrol. wind coMUo!e wind c:ontrole JUl 12 2005 Zl 22 ZS Z4 ZI5 I;,uo ,,,"",, 12131106 _.......... H 10,25 9,40 1 1 9.00 Ill.... wc..n .rtOfIcn L' :34.50 25,00 7 7 ? ..n ..... H/L' 0.30 0.:3& ERR ERR ERR ~d'N"'or R..V(H/L) 1.6:30.46 2,626,20 ERR ERR ERIi: ........ n NNtlIorI OLO 2,332.92 2.096,5& 7 1 7 _...100. OLO X 1.0 2,3:32.92 2,096,5& 0.00 0,00 0.00 IWl ...crbt ... .n" R nJOt (702.46) 529,62 ERR ERR ERR ............ m........' Hm8 wind oontrol. wind oon1:roI.. wind oontrole 96T&16 .. ohoMI _ N-17(1eg&) ~plee mOlY I>to ..... In Ileu of &d ...1Ie. 7!5~ of NIl(d. .,...,.... 5HEATl-lING: lIZ"CPX or rwteoI 711tr ose eIItt- or 112" oee ....1... ,,/18" ole etude _ _1MIId.... mini""'", 4' 01. ....h....1Jotc ..,...... ANCHOR. 50Lh 1/2" X 10" A.5:5 I SILL.. 2l<6 P,T. hlml"flr / P .1.33 .. 731.lboICIeln plat<! I ........." 91 NOS "'t.,_ ".~ 1,;<<;1,t .""c') I \~:.' ;,' i' " {~" ~ ,~;. ," ti:I,:,. , '" --'. -<; " I "~I ,', \.;;:;~ " ~r~~~ :<,~)i~:~ EA5i HAMPTON (was proj. #2256) (revised 1/12/06) SHEARWALLS _ sma-. r.Jr ....... ......... tHE 1WIII'nllt- ....... _ AI L _ D.OI. -- ....- N ,. 'S o o \ \;. i ~ i a " PROJ.# 3012 Z2 "Wll: 112" CDX or 7M 06&. ~ ...... I 12" hICeri_ ..mng. 1I2"lcl0" "e''''' ole, Hme ", 95191& .... ...... IIcc:Wne Ie rr Cl"IrN. ZI WS '" w+. 112" CDX <<,7ne 06e, mini..... ""'Rn& "*"ruI-"or IIolw. """'...... mI"''''''''' ~ fDr_.~ con.w~ ...... of the CA50 ..... SlacIdne " .,-.IMp. ~ ....1retI. Zl f" ,,,.- IRrN W3 Z1! W3- RrN Z1 RrN -~, 1 Z1 Z1 Z1 W3 IRIW W3_ Z2 W3 W4~ ; =- / i""---""" . W4 1 W4 ! w4(1? (LI W4 ! W4 RNI Z2 HZ2 RIW Z2If, Z2 . Z2 RNI Z1 RNI ' RNI l!fZ2 Z2 f' a '.w4 J !~l -"I i ------ .w4 . :u W4 RIW W4 -- uH HAL PFEIFER PE. P.C, c ~.",.,.- IIUILDING DESIGN _(8411- II5T <lOW, """ E_Oll 1I'14Ol Zl ~we ..' ( {I {;: 1 H we II l. .. 'ti. !" >- 1 .. j , I W51 I Iii : >~~~ 1 111!I'Ii-S '- rgritl u t'~ ({f'+'w~s ~ I~ ." '. ~.. ,. ~ ,.. ~ 2S:J5 uPIRES 1Z1a1106 '~~' -~-, I II I. IF. = ====, 1" . I ==~=.=j II I Ii ~ \ ~, ; llfi I, I; :.'; , I ===~r==~' ;..,0:: ,,'___~___' >,.,': .=-------. .,"" II I' ':-" l'--__~..----.. . :.? "1"- T.....':':.. .':.>: :'1'~~ I ~..:~~:': J . "~f'.J_ , ' .~i- - . r :'l.J..1'~ . ";". f~'::;'''' t--:~~~ j~.;l.T-~~.; . , ....';.., NOrE: epllca.n cIoubl& top pIatee . minimum &'-(1' ,,1104 . S' ole rtrgg0re4 for 5' aI. .we of ea. Jol~ H .. HTl16 .""hor f4:l 4X <<' (2) 2X etude wI 991816 HAL ,.rt:.lr~" I'E. P.Co I'ROJ # 3012 J EAST HAMPTON (revleetA 1112105) 40 W, mil EUGENE. OR. (541) 6&3-421l1 LA11!1W. WIND DESIGN 9= 1.00 PRDJECT'EO ^~EA METl<OD Iw= 1.00 '04 055CA peW= 14,20 pe"S X Iw X peOO pe=' 14,20 ...~*"'. W WI """"'_, ..I L 7 ~....",........~Ilot A :362.00 fNl.......OII...a Y=p X A 5,152.90 ,,,,........perft.tIf...n "",Y/L ERR _.......~.Iorlt...I... OLY 1 ...................,.,._ OLYlftX,5 0,00 "~"",,,._,,...ft.of'" not v ERR nil m-""'.I (..) ,.-'- ..nlntl(.) ....mle o:ottt:roIe _~,..'tI(l..h) ...I.mle~ WI .n..r...a ff...lrt H 1 ..r.n_ ~ DchoN L' 7 WIII1 ..... H/L' ERR I't8GIIon It.nohor R=Y(H/L) ERR "IIIII"'_~ OLO 7 .............- OLD X ,67 0.00 ,,_ NNlkIn ....... R not ERR aMhOfWlf ....mlo -'. ovg lpef W3 30,20 289,65 4.113,46 1:36,21 ~ 54,50 7:36Zl 10,455.D3 123.73 we 5.00 151.05 2.570,91 321,:36 7 141.48 132.6& 129.66 0,00 70,74 66.:34 64.53 ERR 66,47 57.39 256.54 ....mle -'. l/2"COXo1'1I16"09& 1I2"CDXDr'T/l6"09& 1/2"CPXOt'T116"058 ........10 controle m!nll..., mln'....1 ed..... ........10 ~ mini""" mln'.... mlnl....1 W2 W3 W4 we 7 9,50 9.00 9.25 1 27,70 7&.50 6.00 ERR 0,:34 0.12 1,54 ERR 1,410.75 '~05,21 3,96:3,49 7 54&,&5 796.0& m.9:3 0,00 568,75 533.31 521.21 ERR 542.00 17\,54 3,44227 ....mle ..-Ie mlnfm.1 mlnfmal Hm6 961816 .. ettown W2 7 :39:3,12 5.582,:30 ERR _ N.11(16p.) etII"'" mil)'.... ...... In lieu of 8d...lle. 7!l~ of noc(d, ...-a... SHEATHING: 112"CDX Of' rwted 7116' 09&.htg. Of'1I2" 09& ....Ing ", 16' ole etud. note: _m""'''' minim.... 4' ole anchClI' ~ .' .' , ANCHOIi:&OLfE1I2"X,10"....&.'S I 5IUE2K6P.f,........fIr I Px1.33..7S1#l1>oltlellplaU I """"",.. 91NDS PROJ # 3012 / EAST HAMPTON (revleec:l 7/12/06) HAL ~~~,n:;.. I'E. p,c. 40 W, 11th EUGENE. OR (!l4f) e&5-42!57 untt we. .."''' mloc. N/A N/A 1.20 =Fa vo""&r W&1I6 ~,60 535.:59 1&,524.56 096CA '04 1.00 =Sa .,a1l6 6.60 494.21 :5,261.77 6EJ9MIC DESIGN 0,00 =2/'!) F" s.. 'nUw&1I6 5,50 94!>.20 5.181,60 compo roof 1:3,1:3 4;377;3& 51,475,00 Sd6 = 2/'!) F.. 56 Ji:= 6.50 (plywood wa1l6) t<ltal &4,44a,94 V= (1.25dt1 Ji:)W 12 5d.1 Ji: = 0.148 ftlliN_' W Zl Z2 Z3 Z4 ZB Ionfll "'..-... L 42.50 :37.00 ? ? ? ~...."''''~ Wt :31.1515:5 47,291,40 16.889.19 50,669.36 16,8&9,19 tot:tt..... on ... V=Wtd 5,481,8& 6,9&4.5& 2.494.49 7.4fJ:3.41 2.494,49 vlllt...... ,.. fL ", wi ""V/L 129.1:3 188,77 EJi:Ji: EJi:Ji: EJi:R _......_"""...,Il. DLV ~.&2 ~9,4:3 ? ? ? "m_I(.) COXDI068 CPXor08S wind control6 wind controle wind contral& n..... (.) m"""',,1 mln_1 wind control. wind contro~ wind emttiot.. ..._~.(_.) minim", mlnl"",1 wind 00fltr0I. I'Ifnd control. wind control.. JUL 12 20115 Zl Z2 Z3 Z4 ZB EXPIRE512131106 .- ........'" H 10,25 9,40 ? 7 9.00 ~!ftenct"'-" anoflcn L' 34.50 25,00 7 7 ? ..0_ H/L' 0;30 0.38 ERR EJi:Ji: ERR "'"'*"' .. anohor Ji::V(H/L) 1.650.46 2.626,20 ERR EJi:R ERR ........... - DLO ~2,92 2.096,5& ? ? 7 __100' DLO X 1.0 ~2.92 2,096.5& 0,00 0.00 0.00 rtft ,..Clfbld .".. Ji:not (702,46) 529,62 ERR ERR ERR .- m........1 HTn6 I'Ifnd contn>l6 wind co~roI.. I'Ifnd control.. 96T&16 ....- not<< N-11(16g&) ..u.p'" m8)' ~& u.... In n.u CJf 8d ...Ile _ '1!5' CJf rec(d. .,.clne 9HEATl1ING: V2"CDX or 1'lIt8oI111ff 05e -"f+ ....112" oee ....'''tl.,/I6'' ole .wd. not<< """,m......,jed minimum 4' ole "....hor bo~ """"'"' ANCHOR BOLT .112")( to" A.9.'9 I SILL: 2x6 P,T, h......-ftr I P .1.33: 131#/boltlelll plate I ""'u....." 91 NDS EAST HAMPTON (was proJ. #??66) (revleed 1/12/06) ~HEARW^LL5 _ SI!Il'. f.q' ....- .........1HEHAMI'TtJIlIolOllEL ...... _,tgl__ _J.OR. --,..- PROJ.# 3012 Z2 & w&: 112" cox Of' 111" O5e. ~. ..... I 12" 1nC<lri.....1IIR1ng. 1/2"ll10" "fl"" ole, Hm6 wi 55t1J1" .... ...... lSloRI"8 .. .......... Zl W5 & ~ In:' cox Of' 1116 O5e, Illl...... MID.... mini.... -"'" IdU. mini.... . m1""""" .......... fDr _ ... ,I GOllWUotlon """ of ~ ",eo ooM. SIocId"8 . .,-.IMp. not .....Ired. N ".. :::t o o \ ~ t ~ ZI Z1 MY1Z1 I IRfN W3 Z1! W3- MY .Z1 Z1 'I Rm Z1 W4~ =--/ i~ W4 1 W4 J W4c i OW4 t>--- ( I W4 W3 IRAY W3_ Z2 W3 H'i2 MY z2tf, Z2 Z2 RAY = . -, 1 :W4 .~~ -~ ) ------ .w4 :22 iW4 RAY .W4 ~.J Z2H HAL PfEIFER PE. P.C. c, " ~ eulLOlNG DE6lGN _(lI4lI- ..... 4OW,,,,,," (_OIl 9'1401 Z1 f 8 J tW5 .... t , .J:: [ I t I ~ r ~:~' i H W5 ~ l. . 15 - ;., ' 1 · ... ". . .. W5 ~'"' J y ~ I ' ': I ~ '1~'-' I 111!{Jtr ;'~: 1 li~flirf; "- {!i{l-t}! ~W!5 . ~ Ij i }'-I, 22 I !JJIJf: fffi~~~ t1~- l' 8/" ~\~ irf--;!k--.l' ,~ \1 \--\ ,,(.. ILl J I -s.: ~ 18,' I~==== IF=='!! ~ 2S:!5 lr=======j ,~-------, EXt ........ 1 ~'106 - . :\ 'W4 Rm Z2 RIN ~Z2 Z2 = NOTE: epIlu ell double top platee e ",llllmum e'-(f' H .. tITTle e",,""" t<) 4X Of' (2) 2X etud8 wi ssm" wi 1041 . S' 0/. t'teS9'red for " ea. ..... of ea. Jofn1: , '.-' . ! ,,:,;~~~:: LU/lefR SPECIfiCATIONS Top OIO"tl 2x ~ . It Df"-l 6r'3t OlClrd 21 B . 5Cl.. SIR. U'---\. Willi PIt'C'. o;!Jl ,. It sr..I'iWiAO CF-L lett WellllJt' ZX_ 12 or Better!! RSIIMt Wtltge b.r. 12 or Bmtter-J! I!IEIJUNG REOUI AEPlEI'fTS B~;RJHG 'l5~~~'I~~lE 3~- ~~ ~~ BL ~_50 In, 3,90 In. ~j ICBO: THIS TRUSS HAS BElEN OE!lIGfED IN ACCORDltU: \11m leBO Rt:$E~ REPORT 1501, A-~ODO HCUJJMJ- VJ.Lue:S 'RE 203 PSI IN PS'i"iN"HE~~fIR~i-itjNE~~'iR~ - ,;>c THIS TRUSS IS OESIGN!D UStHG ltE use CODE. 8.LSJC Wll'O $PEtO -eo t1PH. This dl!!t~vn ~!1 bee... e="!t.lr.ed fOt" lO !,.!I_f. bettoll thol'C1 the JOBd in .I:cor""'ct' IlIH" UBe. PlAtING elSEO ,. '3REEN llJtl8El:' AT rutE OF PlANlf',I,Cl\R., ......., CXl<lf: .......NO R5000 0.0<1 . '0.1:_ "Be A TrusP]us Design 24<) I olM!:l..OI4/ ",SHOFSICYi Vt!rll~on 11.2"5 . roc C"C1 Botte. Chd I t_ -5836 e s. ~27 ~ 1 - T Z.. -"'M e 2'" ~21 11 3 - T J-- -'t03" J.. 4103 W II , 4- -~~ 8~. ~27 W 1 - 1 50- -!i1D6 8,... t5D~l "'",. to," 11 i'! - .Uti6 190J .., , . 0 J~03 W 6 . -1168 1065 Uhtforll Lo.~ PLF Load Calt 1 Inittal Fin... SUN. &td Otf'. M,O ~O.O '0.00 !I.71 V 50,0 150.0 g.2fg 1!5.00 V 30.0 30.0 0.00 ~,71 V 30.0 30.0 9.29 t~,OO V 13." 13.l 5.11 9,29 V 44.1 .4_S S,71 9,29 V 182,0 1162,0 0.00 t~.{]O V 182.0 182.0 O.DO i5.00 V 28.4 29,' O. DO 15.00 V feL.l TeLL Tell.. Tell.. Teu. let>. ocu. oct>. BCD.. CoftCtntr.ted LDeds l1v. DHd l.CI'Cehd TC US.O 87.111 !!Io.11 V TC 1:1:1:.0 87_B 9.211 V u..t:r..,w.t1 - \,l:xJ liVE lOAD DEFLECTION BA5EO ON L/l40 [11>>[0, 8ax28Cl9 EulDone.OR 914(;. Tel: SO~61.:0&80 fa: SO:J.638..5868 :3-,2-12 t + 3-2-12 ]-7-0 2'-5-12 2-5-12 .... "llO 3-9-1, / -~ 0-.-51 L ~ [ ]0-'-5 IU27~ lt8ID5 0"'" ~I05 2-9.,. 2-7-9 >61" 3-t-O 3-5-4 3-j-O 15-0-0 OveA~l.L SPAN """. SFECIAL PL~TE POSI1I~N~ CHART ,JOINT' 1(; Un] 'r: Urn ANGLE t 1.32 4_71 ~ 0.00 -_.010 4 -L'5 -0.34 & -7,]2 4.71 ~ '< ;:: 0 1>> :I: 0 TI en ~ '-I :u c:: en en '" ~ C> CD <0 <0 o ~ 1> " :u .., o '" .., .., " ;:: \" 9/ef95 .....~..... ~ irW",,~.-.-oo: ...... 1II............,..........~~......_.__........lWII4I~..,.,..~........""'.. ................,.....tM*w ................... __.Nrr~"-.....I"'---.I~_ V*'f" .--................ ~.....___~'..'.CII::lIa...,........... ,......,.,.........,......OHUl'l' ~.,NCWIOI'CIl.erAl.~'lE... ...'., .,., _...rd...1_.............(!IIQ...,..r~1JIU8lXlN1IW'tlJo\L . AI.........,........~_Il_....,..... 6.~""'"'..... 0rrIW_............ .,..,...,...,-----.. . ..............TlIa-..,_.........................."'-l..,......._____tIII'IIll. ___........,..... ~-.-.....~............ ~ ____IIlIIt,...,..,CI'C". ~ ...........................-t;........ ..... ....................... ......... III ...,............,.....................",. ,.".. ~ "N.I.HDLM), ....AUHJ ANJ S"MlDLPLATE.. '.' ,., .,,,,..nt.Mat"......,........~SH!!'t~"". 'M-.~.....""_" MS......,.......................~___......~....._.,.......~........... .-...-.. . iIo..,~...1II'IlI_"~ ._.rJ.........____..sa.__,.......... 01.....,....... ~.................~~.........III___..............MtIM.._d fIf~ ,..,..,.."'- ...-.- ,....Jt;.........saao.trllo~...........-.--st71.. -- 02' co . . . . .. . ... . . . . . . . . . . . . . . . .. . .. 'o. . . . .. . . . . . . .. . .. ~ty - 1 I TrvBI ABBm - 8808A I lJ'~ - I' .. . .. . ... : : .. .. .. . ... 1.'1.< ,-,'!i:~=:~J~]ql~i;r;-D~::.fIT-:.-," tifthft#tt.t~ .Jft... " 1> G> m .., .. .- , --_._..,~ --- -.:c...~ - "'" ==-==-----....,.'?:~::~-;...:--=:.::_:'- --~-- .-- - -B-;- IlK- ~ -~<='I H .'11.11 k-- ..'~""'i"_"'-~ - .....,-., ,- .'.'. - -.. ' .. .'.. ' .. ....-.. .. ',.. '_ .._' "I.. ,....~' .-~-'.. . -. ..... --". ,.>.."n~",_~,J",......"".,..,;..:-:l'4;:1;_,;~~.."-,.~.,,,,.,,, ~.." Plloltraio B.l~O ON GREEN ll.lt3ES1 Al UtE r- OF .......,.AC1\.f'!E, ~-1"' 1 V.... _ -,,,~r,~ ..15 ,-'0-0 \ L. UI'llER SPECCFICA1JOHS 10:1 OlorCl 21 a. . II DF-l Bot. O'Iord ;_ ,. . ., Of"--l ".0 P~ItC. 211 ,. It STAHO"oD tF-l llif\ WeO;acI ta4 f2 or Iltterll ..\ II 1,;). tJ ij: :I; ; [ t BURINS RE.ClUI~J'I[Nt 5 8EAlZ1JG IC,T. SUE ilElJ. SllE Ul'S as 5,'50 In. 2.3' In.' 2ZOU \ a. 5.'>> In. 2.77 In, 2!OD > flUClNa rEHBERS 910WN BY .. ...ew: RiGUlAUl. IU CO'fTIM1>>5 UTERll. BRAtt"';; lfTACl-EO "IlM Ilia 1.21 8llI N"I1.5. ENO vEATJ:Cot.l..'1;i ...-;ct:- ~;;":Pl[O F~ A)lUL lOWS tK. Y . leBO: THIS TRUSS HAS MEN OESIGtEO I" &CCOtIDUCE wI TH ICBO RE5EA~ RD'QRT niP? R-!JDDD tQ..DltlG Y&l.UES loRE lO1 PSI IN SOUTHE~ PlNElOGUfrl'S F"1R-lA5'CH uo 1~2 PSI IN tEH_FIRISPAt.a-PUE.-FtR. THIS tRlJ55 IS OESIGNED lJ5,ING lIE. l.SC caaE.. BASle WINO SPEED ~eo 1Fti. Tf1'. dell)ljI" n.a!l tie." ctJt!cl:t!d rOl'" 10 p.'!J f. bo,1;Oft tr'lOl'c5 lhe lfU1C1 'n .ccorcSarltf WILh USC. !, \ tD -< ;:: <> '" ~ <> " '" -:Q .... :0 c: '" '" lop ehd Bottoe eM I l~ -3411 B 1- 2ga,1 , 2* -2'873 B 2- 2Q4S , 3- -'21182 B J- 23&!' , ,. -1g41 B 4- 141]; , l).. 0 .... 232w2- 370" 4 - wU02 V 6 - -2542 W 8 . Un.HerM loecls PlF' lead t... 1 Inl\1.1 rl"al Start En~ 01r, ~,O 50,0 0.00 B.SJ8 y 3D,0 30.0 0,00 B,QB Y 13',7 S13.7 8.98 20,25 y BO,2 80,2 8.98 20.25 Y e.3.'!5 Sl.1Ii 0.00 20,2& v SPECIAl PlAl( PDSITIOMIHG CHART ..oIHTf :.:~ Un) Y: Unl UfGlE 1 4.69 2.ea 3 0.00 -~,tiO .-!S49 ... lAlEl -". ,eLL ,eOL 'CLL ,e... BCO\. . I. . , . . .- 01 . caneentrotcd Lead- L,~e Oe~ Lceetld TC 331.8 Ul9,i &,9B 'V t~er"" . i,leG \.l'Ir'E laiD oeFLECnOfol BASED 0" L/240 Mo~~~kr~~ !?o; Tel: 503-<<>1:0&80 fax: !;03-688-S86ll I t . 1 SEP-e95 31-6-~ '" "'" ~ 3-6-' 4-8-S1 11.-2-12 4-3-2 .... AS6JO :l CD '" I!!' "' C " ~ .05' 2u5 5-7-3 \ , t '3-1-10. !l67S '-6-10 I, r..6-1:J !i-5-13 20-3-0 OvER.lL sPAN P1A'lE """",NO """ RSOOO uec 0.00 . D.C. 9/6/9'50 A lrusPlus Design :2 24<) ot5 . , C,!, . . . ... , . .. . , . , . . . , .. . ..d.(lUI ....~_..#_.', __~r.lon ".2'5 .., , . .. .. . ..:.. .. . .. . .. : ".. . .. . ... . . . .. :...: ..: ... ... ...:....:: .~:.:___~~~."'_ .--- c.!,.--!,_~.-,--- -.-.,....- ,.-,-.=.... . '-'" i", . , I nIl '1 1'1 r.-mTlTffTl1rrrrn rrn-rn rrrrr~.. . I I ~ .1 .~~-. , r-.,:; ,I ! I ~--_._---- ~---~-.,.... ..-- ---'" ....N~".............................. ...~,....... ---.. ................-................. _..~..,.......~ ........................... . '. ..--.-....................,-.......- , ~:::..,...;M.;...'.'/:.':':'"~,~'~q..~'::..==--~"'.::-~= . . "'.........__..........-cl-............... ~....... ar.,..................."',.......-.-...... ........ ...........-n......--.......................---.............................. -............... . .........,...' .. .~....... __ ..................,trlT.,.... .....----....,...........~ . . .............~ '. ...............--..111............................ ....~,IJCTALKJ/lKJ MACIO WiTH. FU1Ii.. ... ... JIOCD ~...., .....,......,.....-ET.,,,.. .,........... -r------ ...-............................ ..............,............. cIP'\tIlll6.........,....~..........- 'T-'"......... ___h""...............,.---- ---.-......--- .......,,----.....~ ~- --.-............... ..,......' ......, ~....... ............ ...........-.... ,....... T1lIo r-..""" .......,m..lCIc*IiI..salJOrtll'lO'.l.... . . ~s:mt , . , . .. . ... Qtv .21 Tru~. nB" . eSOOB I !Jle' . i' -~-~ - -------,~----+ _r"""~;W-~~" '- -' " ,,:._;,:_ ~"""~""""_"''''''''c,'',/"";..,".__;..",,,,,,,,,,,;,,,;,.,;,~;C.~";;;';:jf;~'''~'''f'''- I ,1 ~i ~i ',1: :1~ -"] ;1 1 :~ I: ;) I'" ~...:; ~f ~. I ,.!. :'\"'" I ..1 ii ~r:'::j~~ ~:"'" ~~ ~~-."<. ~,~f.~: o;! '.' .{. ..""po" ',." lUHIiIER ftCIFtCAlIDNS lop Chclrd 2. " . 11 Of~l Bot Chord 2lI " . ...t DF-L l.Iall Pi.ea 211 ill . Sn.NDARO Df-l T~D Chd Botto~ Chd T 1_ .1263 B 1- '069 Iol t .. Tl- _112882- 662..3 T'- -723 .. Ii .. 1 ll" 0 "'D' ~"33 \J 2 .. ..gay'" '... 5t.nclet"d lnHor- .LOading tpSf"} TelL" ze"O', Tea... f,fi.O; 8CDL - 10.0; IPer.... - S.18O Llvt \.0At) OEf'U'CHQN eASED ON Lf2,a SPECIAl. p\.AtE POSITlontG ClURT .JJlMU X~ I1n1 y; Un. ANGLE t 2.31 LED ~ 0.,.,0 -.,'9 ;;::: <> CJ> ::J: <> "TI CJ> ~ 7 -8'2 t~ ..... ::0 CO CJ> CJ> BE~RIHG REQUIREMENTS BEARING .ICT. SIZE REO SIZE L..BS It 5.~ In. 1.'50 In, 1168 Bl !'t,!5Q tn. 1.50 In. BB2" aRAC1MG I1EI'9EJlS SHQIo"", BY . wtER: RtlJ!J1R'fD. 11Ul COM1'tI.DJS l.nVt"\. 8A.A.CII6 unCtED lollTtt fWD \2l 1!4 NA.I1,5. osholslcy Truss (0, Box2809 .()It 9;>ltii fp: 503-688-5866 1;..... "'f":pIr~l. ~ u~ !;lt~[(~'~ fQP u:;:.:... lOADS 0tL l , 1I:BO: THIS TR\J!05 MoI.S anN OfSI@ED- IN "C(;OROArcE WI TH Ic&O AE'SElRttl REPOR'l t607. Q~'MlOO IO.DlN(. V'lUf5 Jl.AE 203 PSot IN soutHER" PII1EIOa.GU~ FIA-LARCH AIC) 151 pst IN HEtt~FIP.f9lAUCE-PttE-rtR. THIS fRUSS IS CE'5I~O USING lHE. UBC -CODE. ElIISIC ,,",UIl SPiED .80 tFH. '].U-1.3 4-3-& . 6~n-15 5-10-14 '" ~ ~ Ri6:'10 o f SEP I99S "52 2.lIlli 1-"-3 7-2-'3 C> '" lD lO o ... ~ Th.' d@,igR ~a' oear ~hetk'O for 10 ~_~.t. ~Ot~C~ CharG II" leeo ~n accorda"ce WI';l"IlC, PlAtIMG 6A'SED ON GREE." lU\18Ea ..t UtE OF "4t<<.F.tCttRE. 12 1{7" Q-4.5I . . SP32'~ 8-"'-15 32.5 12.&,5 ~~~l)-O ~ t1-10~1 2O-3~O OVER~Ll SPlW "",n ....CING a.'" .....,.,.........fI......~.....-----................................. ..............,................ .......~............... "'DI~"""'" __................,...~Jar.............,.. .......... ..-..... "'*"........." ~.-.. __ _ ~ ,t, .... 2D .... _...... ....................... "QUALl1Y oc;H11tOlSf~llCII~PlA-1E~WDOD1IlU........n- p..,........~.......,.....1R\JIClOM........,... . .u........Id.....,......-...."""'....... ~......~ 000I'I.......--........"'......................,.. , '*'l1li......... 'M~---.._....,................"....,_............".,."....... ......fIO~..... ...........,........t::t.MIl...... ~ ..........__....... 'In''. ~ ........,...._........-.....~ .,.........-.a......,..-...............,.......... ...' ;.' ..... .............. ....... -,w<<:LNO. .-r,I&,L..o ANI) .tJUCNCI ,,"4 ~O::>>frCIBIwoaD~..-.a1 - KIWt ~ pUr., m .... -"'-' ......--~ . ~..........~-".....................,~...,...__~..._1fI.___....,............ ,..-......-"" .......,~Nt....__........... ......_...__.....-.rl,......--~...---. e-ll8I....... ~.......-..... ",~.......ol"""'" ..........-**...,..4............,...... ".. T-...... .......,..,..__.IiD~o-..~w..-url'l I ........... Jl51l'OO JIlC 2.&, .oa~ (l.C. 9'6/1&15 A TrusPlus Oesi9' ..3 249 02.5 Qt~ . 2" I TrutS n.... . 88Oet: I SlSIS' . l' co ' . .. . . - . . . . . . . . or . ; . . . . .. . . . . .. .. .. . . ... i-W9.1JloI1 "OSHOf''S,,'t'' "'.r-alief' 4_250 .. . ... .. 0 .. .. .. . ... ... ... . .. . .. .. ... ~~-===~~~~C~l!i~l~r~nlftltlffm~'I~"~T=~~~~H , ~ .... .".... 11 2 -2115 \l1 . - ~9 St.nderd Untlcr. LCldlnq tPSF) 'lOLL - 25.0; lCDL - 15,0; BQJL." 10_0~ Inc.-.II'. .. ~,:l5O LIVE LO~D DEfLECTION BleED ON L/Z40 tUlBER SPECIFICATIONS Tap O'Iord 2ll ... . ,t Of-l Bot Cl\ord 2. " .. " Df"-l I.l.b Ptle. .2. " . SUIIDIAD DF-L TClIl end Bottcm tho , t- .1119 B 1" 10107 "t- T 2- -510 8 ~ tOt1 W]" 1]_-"6983- 0"0115- .681 ... 8E'RIHlJ RfCJJIREIS!H1S BURJNG ,.t" SUE ll{~. SIZE LllS Bl 9.eCJ In. 1.SO In, 11&9 Bl 9_eo In. t.~ 11'1. 91U BRACINO ~H5ER5 SHOWN 81 . WHERE REQU1RED_ IX" CDNT(tM:US lATERAL aRAttHG ..rr"CI€D wlnt 1I0IO (2) 8d tu..IL5. Mo~~~~:~~~~ fax: 503-688-5868 ,\ ~ " ,1 '""'<<I- "'E,p.J':"L.'5 ~~ n,..r::J"'~O' r'0P ..'tl"l lOADS DMll. ICBD: THIS ,~S ttlS BEEN DESl~Q IN lCCmttllMCE wI TH teeD AESURCM RE.:rQRf 16D7. R-5OO0 HOlDINSo VM.UES IRE 20) PSt Itl SOU_KERN PIJIEI~US FtA-l,~M UG) 1!2 PSI IN HE"_nAJSPQlJCE-PlIE.-FIIL THIS TRUSS IS tESJGN(D USING U€ UBC CODE. BISIC UlNa SPEED -80 KPH. T This an:lon twr, OU" chtC""C1 for to 0.1.', lloottoa choro Un- JoaCl )n .C'cc,.l1anct! "'Jth uBC. PL")I'lG BASED l'f\l GREEN lll"BER I,T 111'\E OF ItANUF"iCl\.AE. 9-~-3 I 0-..-51:.. . c 2''52 j-10-0 L, , " r , , ; 1 , '\ """. COO" SPACING cwe R5000 IJ3< 016.00' O.C. gI&J51!l A TrusPJus Design L/ 249 025 lN9LO~1 HDSHDFSkY/ YersIon 6.25 ~':,: "., -., .,' r ---- ---.- 8-0-15 5-3-3 , 5~10-JIr. .0,," .... .2 7 V'" . .,630 "\ r1 A~tr.f!) 5w4-15 , " "',. SP]i!Io' 6-10-1ilr 1-11-3 20-)-0 OVE~llL SPAN SPECIAL PLAn PClSlHoNtlG Ct'.iJOIT' ..r;J[HT" X: Un) Y: Un) .IlNGl.f 1 2.'3 1.5SI 3 0.00 -6.tr9 ;;:: <> CI> :r: <> ." CI> /~ --< :D C CI> ~ \.?? ~ I o 1 SEl' 1995 '" .... ~ B-\1-5 CD a> lD lD C> .... ~ .I. " ... :r , . C C " - ......~~~ 1H\~ TRMW..... S'5I'E~,t:lsPoAA11QIN . .11 ""........ 1/1.........,..... .......... .............___... ..................... "r-....,....... IN .............-............. ...P............. ....."",..,....., ..~..................- ......,... ......... ...... ~ CDNw*.-..,..,- T..... \t, ,.. &I ...._....... "...........-.- """ .. 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Ieee. tHrg nuss KlS BEEN [;ESIGNED IN JlCCtRC6MCE ow [lH I ceo "ESEARCH REPORT j &01 . A.SGOO ttJlOlMi ""LUES "Rl lO3 PSI Ih' SOUT~RN PINS./DDUGL"S nR-LARCH "NO t'5l PSI IN ~"-F1RJSA:tuc.E.PlNE-FlR. lHl'!i TRUSS 15 OESIIiNE.D USlliG TtE use CODE. BISII: VlNO SP(EO ..80 f't=lH. T"us (Inl;" has lI~e" th.ckfCl f~ to A-r'1l.'-3 bDUea 'U'Ior-d life load t1~ atcOl'dMCe'''' 'Wlt1\ U9C, P~"lINIi e..SED CH GIlEEIl: LLI'IBER AT nl'!:E Cf' I1lNlF'..CTURE. : i , , ~J It; (j :1 O-1I~5r, . ~f\ ~: .... I-JO-O L. i. , j I .1 ~ coo. SPAClNO "'"" ASotO "Be jPlo ,oa~ D,C. 9/6(i!r A TrusPlus Design 5 249 025 A"SLOUI HOSHOf5*" ~e"'.'ol"l 4.25 f.;-, t': ~:~::";-t T~. .. ,-'.. 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SUIIIJARU [J"-L "EB P,<<. 11 2.11 . . CONSTR. OF~L ltft 81d. Sl1C1.r bB 42 OT' ktt.,""! 1 ll't lh!C1ve lW5 '2 Qr B'tlrr~' BtARING AEOUIAEnENl9 RAHIll] .lC.l. SIZE REg. SIZE Las Bl ~.~ In. 2_~1 In. 2409 BL &,~ In. 2.58 In, 24D~ EtO YEAflCALS ASIE DE"5IDNED rQR AXI~ lOilDS ONlY_ ICeD: TH15 TRlJS'S "AS BE"EN [I($IeED 1M iltcDRDANCE WITH leBO RfSU,RCH ~r 1607, A-SODO HOLDJICj VAlUES IRE 203 PSI (M SOlJTHfAN PHE/DCU6LAS fiR-LARCH ANJ 152 PSI IN HEP'-FIR/!PRI.JC[-PINE-FlR', . TilTS TRUSS '5 DES(fMED US.ING 1~ Il8C aOE. BASIt VIPIJ V1;ED ..eo HPH, TlIl'S ,r.1;n n.. bun Cftrcked tell" 50p.8.f. bolta~ Chord live lo.~ I~ .t(or~cr wllh use. Pl.U ING BASED ON _EN lll'lBEA AT titlE r:I MANlSACTLAE_ 4-3-2 0-10.5L. lop end Bott~ C~d T t.. .3301 B I" 2I5Ii5 "I- T 2- -3280 B 2- 2S33 ,,:9- T 3- -3844 S 3- 3844 W 15 . 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ConC'l!ntl"'llllllO LlJll.O!I Llv, Dwtd llJclted TC 1"0.9 84.!5 15,83 V Il'lCrUtlt.. 1,1~ LI'tr lOAD. tEF1..ECTION HI-SED 01 l/2"O or SEP 1995 '" .... 3-U]-1 4-)-5 ).10-'1 ]-j'-13 '" CD lD lD C> .... tU'5 ...... RI630 2445 6e5~ 5675 4-3-2 SP407,. 32105 551':1 ""'"' R2u,~ > " :0 '" '-1-9 3-I1-U "-1-9 26-0-8 DYERALL SPAN ]-11-1.] C> '" '" .... " ;:: . "1wI "......... .................... ell........ __ ___.,......................,.. -.ce.._ ... ..............",........... .....~dr-.::.....,. . ..--................-.,_ v...,.. =m::==-....~_~~.~~~~':.--==-';::::"~~~ M......_~........_... " ~.....-.. c..r...,.............,............"*""'-... , ....~~tw......._............~....., " ~.,..........__...,. ................!I. """..........."..-1......... ......._--..,crr. ~ ......____........................ -:a:..........,.-.,........,.....,.. ..........-.......... ................. ........ "'KUOMO. 'MIIAl.1HI Me IIVCN:I oliLPU.lI.. 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I.Sea. ~IVE LOla DEFLEctiON BASED ~ Ll2'O SPECI~ PLATE PCSIIIDNING CHART .JOINT' x~ Un) r. Un1 .uo..E . I . . , . . . . , 1 . Mo;~~~ 5-9-4 1)4.-2 6-Q-ll .... 7-9-2 sP]l'o5 12 7(7' ,~ " 210120 &-g-& 1-tD-Q l.t 11-6-7 26-n-8 OVERALL SP~N , , I , . 6-0-11 !-9-1~ 6.00 10.22 31.80 ..00 ..00 -l '" c:: en en '" .. G7 SEP 1995 '" Cl) lD lD o .. ~ "'02 I' ~7 21092 ~ ..... I , 3-2-0 )> -U '" I>> ~ o '" I>> '" ." ;: ~i ~~ ;nott. . .1I..~fI""lo__"'" .........011.............-..-....................... ~.........-... .........n..-Ilr........... ..........-- ......Mll..............---...~.--,- ~.. .......,..>> ~ c.-r:tDr'" __ _,.,... 1" 11. >>.... _...._ ..............,rrw......-a.w.1r'f' tofIRCll,.-fI'NONI:lflQlll.....IL PUl'I~ wooo ftUllIIlS'fI" ,_........... ~..., IN T...... nn.BCOY MilIMJAI. 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D.C. 9/6/13' A TrusPlws Deslgn ~ 2.49 02.5 lN5Lm,v I<J!iIC)F9CYI Ypr.t<<'l '.25 ... . . . .. . . . . . . . . . . ... . .. .: . a .. : ... - .~.~:=---=:~~==---.~.~~:-:~~~~'--..- ; ~ f t :.:~,: 1 T ~ ~ ~~ : ..', :~i . . 7.e-1I Utv _ 1 I lru.. no.. - BB08H I 3/j5' . l' ~ - - ,.- --- I ~- " ~ L , . G n , ~'T-~~" ~..' "j :.! " I !. " " t'l' I \- { , ' I' i I: , ~l .' , -, 'j'""'''''- ~, ;:: c cr. :r c ~ C/. 7- ~ tU1!ER SPECIFlC"UDWS To~ Chord' 2x ... I .1 OF~L Bot ChOrd 2J. '" . #J Of-L WlI'b P~ItU 2. " . 5TAtcl1RO tF-l Uft alR 5Ut:l~r b5 '2 or BtIUel"!! Lr:ft Wlt!9t b' '2 gl" Bett.,.!! Top Chd Bott~ cn~ 1 ,- -1165 B~" 1462 1 2- -1534 B a- l1eg T 3- -g31 8 3- ma '4_ -g3-l T 5" 0 ...,. -232 II 2 .. _6QIS V'" - 183 W & .. -U3 Btl!lncMf'd a,iftlr. I.oadt.no 'tPSF. Tt\..L . 25.0; TUL - 16,0; BaL - 10.0; Iocrea.. . t.1SO . LIve \..0110 IEFLE<:T lOW BASEG (N L/4!"O SPECIAl. PLATE PDSI110NlNG OiARl ..0001 x: U.nl Y: (lnt PlELE J 16.00 3,!5l) J 10.22 1.2'.22 , 2'6.90 2),t2 " 0.00 -II ,(Ie. . l' .3' V'- V 7 - 370 007 -:5.218 Mo:?:~~; Far. 503-68&.5868 8EiRIN1 AEWI RE"ENTS BE4JtIIl& ;tel, SIt[ RfO. StzE US Bl 5.150 In. l.M In_ ns& Bl 5,'0 [n. ,.'5(1 In_ 1213 BIlA.CUUJ 11ErtJEIlS ~H B1 . 'll:iERE REQUIRED. U." CONTUUJU'S LATERAL BSloIICINO AnACliED lIITH Tlr1CI Ci11 8d HAILS. EtIO 1Itll'ttc~S ARE DES]6m:U Fc:R ,l.)iliL I..CIiDS lH.y, leBO ltfIS lJ3JS'S HAS EE"EN DESIl)oIEO IN ICt;;OA[UtfCE WUH lC1!O KSEARCH a!PORT Hi01. R-SOOG ttOLDll'fi vAllES A.RE. ;!O] PSt IN soutHEIlt4 PJNE/oax.llS FUH.....RtH "'hID le.2 PSI 1M HE"-f"IA/SPRU:E~PI1E-J"lP. THIS lRUS$ 15 DESIGNEe USING lIE UBC cOOL eASlc \I:[:HD SPE[(i ~60 HPH. Tft}~ ~.~'gn has been checke4 fOf' 10 ~,~,f_ OollltDl'l cbOl"G IIYe' 10.11 111 .ceClI"~atIce WI tb UBC. PlI1JHr. 8A'SED ON Gm"EPI lUt6E1t AT TI ~ 0- 2-5 Of "'Nl1' AC TUR~ 5-5-3 "'-7-5 :)-;:j-/ !>-5-3 5-3-7 R32"~ 12 7(7 12 ~7 0-'0-51. . ..., 2.....'5 SP3Ci!4S 40..5 24t20 8-0-14 jO-6-8 ~ l 1-1(1-0 ~ 7-U-2 I- 26-0-8 OYER~Ll sPAN ~ c o o o 7 SEP 1995 4-'-0 f~.-": ~~ I................,.,........_..II.-----~....... .....--... ............... ~............... ... .......................... ................... ...... ~ II ___ .......... -..;r. v....,.. .............,. ~......-"-'..~1..,..,X1............. ~........,......"'OUftI.fT't CONnml..,.~.oJt..rN........1IE.. ... :.IIlKJOIJ...--Wl...nu.............""'.......,......l1UICOlrIlIUoIIUM... . ".,..............-.........,_......,.,..... 1\.0000.,.,;tI.... an.,...........,..-.by...........--.... ....__......... __.....__........... ~~...~ ...............1lIIIlII. WNn........ It ........,.........CIIwIIllI............ .-....-~....___taV....... ....___-.-.......l......~ . ~~R.~~~.~:,:.~::=,-==~."::~..,~~ . ...,.,.....--*"-.....,...................'__ ,. ,.............4...__1IlI......-~~ f_--'-ftlIN ___....,~....__.."".... ClIl' _1II~..-"tIlIo___....____,...--" (lf1In......... ---...__.............Ju*iOIII~rI................................. 'lllt........ n.~"'. ."...... "'" ..1rrI\lMIIIl.llDDOICIMDDtot........~aJl.- PLATE ClODE ~"" ""'. A5'GD ....C 21,_00. c.(. 9/fr/95 A TrusPlus Design q 249 025 ANSlDWI ~HDFSKY' Vrr.ion ..25 co ~ . . . ; . . . . . .. . . . .. . . . . . .. ... . .. . . . . . .. . .. ~ty . 2 I Tru.' na.. . 8806J I 3/36- - S' .. . .. .. .. .. . ... .... . ... . .. . ..: .. .. ... 1--1 rmmTt -'=';'~~~~~=r- _ _i:-"':.=- - ~..~~~ '" , ~ I j . -Wtba -1235 V 2 - ;35 -830 'If ,,- '!!is ft. 'iI !Silo- 3i -32l ~ 7. .80 -421 Y g. 2)4 -B' "11 . -s523 -226 '4.13. e,g PI GGY-BACK BOTTOM (ATTACH P IGGY-aloCK TOP v/lx6 011 BOTH FACES H/8d NIotl..S . 8" D.C. ""R CHORD.) h-'I"1'~~' <-"'," lUKBER SPEl:arlCillClMS TIP thllf"d 2.. " . '1 Of-L ellt :hord Zll 4 . Ii DF.L ",b Pl.e, 2... .. . STfI..DAAD DF-l fop Chl3 acHOIl :hd T 1- .&16 a 1- 0 T2- -BS6B2- 0 T 3- -no e 3- 8M 1 ,.. -lOOt 8 4- 106S 1 ,. -l.:n~ 6 5- u!Sa T 6- 0 " . - w , . U Sa- W . - W B - UtO .. ",t2 - BEARING PE~REnEM1S BEARING lC1. SIZE RfG. SHE LEIS. It !I,!lO In. 1,50 In, i27Z SL !:Ii.5O In. ,.eo I". 127' ..lCtHe reeEAS StOl:It B1 . ~ REQUIRED, .... CClIfTIflUJJS lATIEAAl BlUClNO uuat!:D VIlH 1W.[21 Bd MAtl5. [litO Y[R1ICjL-S IlRE nUI6N'" ,.fR ,U:Ul L~"'U~ UNL". \-tt:J- < St.andoVd UnUCI'"a Loading ~) leU _ 2':5.0>. lcm. - I!S,O; BaL" 10.0: In~r.all' - I,1M! L1 WE lOAD DVLECTION BASED tH L/2W SPEt1AL PLAte 9D5111DNlNU CKkRt JOINTI x: tara) '1': unJ ~ ]I 0,00 -3.50 115.1 ~ -S ,75 0.0,," -1!5 1 FALSIE FAlrftUG PlA1"f. IS 11630 ;:: .0 (J) :c o /;;J . ~ 4-I)-Q ",-j-D .." "'-3-S 1 . 3-B-8 leBO: 1HlS lRJS'$ ttAS BEEM DESI(iHED 1M ACCORDaNCE lW'ITH IC8D AESEARCH 1lEP00T 1607. R.5000 HOlDING V&LUES ARE ZOJ PSt )N SouTHERN PltElOOUGl.lS FJR-l'RO'l ltll 152 PSI tN HEK-F [R'/$ClRlJtf" -sr IrE -f lA. TH15 IMS IS CE5tG't(D USING M l.$t CODE. BASiC WUD <;PEED -90 f'IA-I. t~l' a.llgn hi. Dee~ tb.C~.~ for 10 p.. f. betta" chOt'd 11.' helll ,n .CCorcARU with U8C. PLlT1Nli BASED ON GR([N LLI't3ER .Ill TIt€ Df ft'NlFAtl!.J'E, .052 , ~ .2 7 [7' :.&.04:'~_ 11- '-0 5-4-0 ir 3-"-8 6-0-i? l '2 "'J' '" ~ 07 SEP 1995 '" '" <D <D o ~ ~ 02'''' 1-10--5 . '1-0-0 3252 '" " :rJ l28C' ' fl2.'l'l5' 41<.0 3-10-4 6-10"C 4-1.0 .25~O-e QVEIHiLL SPAN R21rt.!i I I ,I Mo:~~!~~~; Fax: 503-688-5868 10-'-12 \ 1 PlAU ceo. """""'" ""'. "'~)::lD UBe ~',~O. D.C. 9/6/95 ~ .. , ......tlIWiI..... : . . miCiUal- --... ......~l~ 11lUSW~ S'tSItMS C<mPCQATIOH A TrusPlus Design 249 02.5 co . . ., . . . . ... .. , 10 iHSlOWI M05HDFSKY/ Ver.ton ..2S .. . ... .. . .. . . . . . 1-1-6 -l 1 ~ o '" .., '" " ;:: . III N..........,ftI......---......................,...................... .....~ 11'.............. .............._.......... _.~-*-'" ___Nao,...........,..__............---. """"'.. ........,............. t ... ........,......'14,1...20............. f1..............,,'IIIllIIIrI~ .~NOMDFGI...rALtIl.A'll_:ODNl-..EiCFEPWOOOl'llU8lll&""d_Y_".. ~f1"'_...~~MNAW. . ,. ... ........ ....... _ . -.....-....... 6P-'I"..,.nl "*It c;w,.................... '" ......... ...."....... . .... .......1MlI....._..".....tll.........--,...IIp.......................-M. w.............. :is!.....,...'''-''........''''.... .........' - .\ '.. ~ ........-...................~ . .............................. .....,. ...... ... .....,11..,.... ..............,.. ...... ~ MJr.AU.l'lO AN::) ,.,-N..Pl.A19 ~WOCI:I'-'-'....-.o1 ......., -...wrt .-r.,lPl vn........... -r....--. ............~, ......-*.........,-....-................,.. .....-'" ......1rrpqlIlI.......,. 1.........1ICIII_ .....1It......................._.....,... ...."........-*"1ft~_____.........., c..re.r...... -....................................d..............................-.." . ..I....... h"-iPIft 1I.....1JIl."locIIIIf.....D'CIrc6bt)lrot.""'*-'~U7JII 'tl 1> OJ m '" - ~ , . .. . . . .. . .. Qlv .. 7 I Tru.. nam. - 810~ 1 3Jle' . l' .. . .. . . : : .. .. .. . .:: ... ...:... ..... ..:: :...::::: I HI,I'~lllllrrrJTI~ifnrnrrrrrWrnlllll I, T~~ l\ll!flER SPEC[Flt:"l~DNS fOp Chgl"d lJ: II tl 'i ttF-l Bolt Ctlord l.. " tl t1 tv'-l Wlb 'P'K" 2.. '" , STJiliCJJi'O tF-l Tap ~na Bot~. Ohd T J- -111 B 1- 0 T 2- -l1!U B z. 0 T 3- -9g4 B 3- 12'49 T lr- -I''''i 8 ,.. 1735 T ~... -2223 e~. 1956 T 6- 0 ..... W 1 ... -l~C Ii 2. t201 W 3 ~ -1~88 V ",... 614 W l5a- 262" eib- 39 W 6" -695 ~ 7 - 1011 Ir1 8 00 -1C12~ .. 9" 1510 vtO - -347 ~t1 - -2603 'W1i2 ~ -228 \113" 7015. El;AR'IN3 REOUJt:lEnElnS BEARING ACT. SIZE REa. SIZE ~BS 81 0.51 In. J.6B In. t'579 8l 5.!5Q In. 2.10 In. 1967 BRACING PlEI1SEAS SIOIN BY t; WIERE REWJRED. in CONTINUWS lATER'.l Bru.~ING "~T.u:HED WITH TI.lO t21 Bd NA.Il~. St..nd..d lhifDr_ LaluUnQ tpSfJ ICU. ... ~.O: ltU.. - 115.0: SaL'" 10.0: SPECIAL PUTE PDSJTUJIlIIN! own. JOINT' X: Un) Y:. Un~ ANGlE ----.- --- 3 0.00 -3,!SQ t.5.1 , -1.~ 0.0" -J~,l fALSE FIW'ItN'S PLATE IS 1830 ;: o en :I: o TI en ~ Lola. Loc.telJ '5.04 \f 20.04 V Cal\Cwntrat.e(l llv" Dead TC 280.0 290.0 TC ceo.O 2SG,O Increaee" 1,t5O L lYe: LOtO DUlECI [~ eASED IIN L/z40 PI(~GY-BACK IlOTT(J.\ (AlTACH PIGGY-llACK TOP W/1><6 ON BOTH fACES 1I/8d NAILS' 8" a.c. PER CHORll.) 4DlD~ 1t'1-"":; 'iSloO 3-10-4 5-10-0 4-'-0 i6-0-8 OV~~i~L SPAN no 'lE1Il n:..LSi ARE or! IG"RJ fOil &xu, l.UalD 4N. T. 4-3-8 4-1-0 i; 3-8-8 JC80: nus tRUSS "S BEEN [ESIGtEU iN ...cc~~ III TH J CBO RESEiRCH I'B'OR. 1'5007_ R-~ODO ~Ol~ V~U[5 IRE 2CJ PSI IN SDU"'!HERK PJrE/D:)UGl"S Fl II-LARCH '-ND 15.2 PSI Jr. HEI'H'I~/sPRuCE-PJHE-FIR. hH 50 tRUSS IS CESI-~ED USTNG TIE use. CODE. BASJC WIN) SPEED -80 tU'H_ Tfth dl"'9n "'as tlun cl\e"[ted 'or' 11) ;P.9. f. Datu_ ct'lOll"d Ihl! loilC1 In acc-ordolnu Itltf'l. UIC. -=UlINI; eASED ON GREEK lU1BEA "1 lIJ1E CF'1U.1\I1I'"e.1LIRE, '052 i ! I ! : '404~ tl-1 -0 6-i-O . ,i R'2'4~ Mo~~?~f!; Fax: SOl-688-S863 4-i-l~ PLATE COOO SPACING DAn: Q5DOO UBC Z..DO. o.c. i/6/9S .....~t!l.... ~.. .. .... A TrusPlu5 Design 249 0 2 5 co II I I ] i AN5LOJI ttaSt<<)fSKyJ '{'l!raton 4.2!'J . . . . .. . ... ... . . . .. . . . . . . . . . . . . . . . . .. . .. It-O-U 3-U-B 6-0-0 4000 t t 12 ""J 7 '" ... OJ 0: rr: rr: c " R24"" 1-10-5 .. 1-0.0 ,- , , 0 . '-j-8 i , C l .... _... rI__D-.-..-.r;....~llIt................._.........................--....... ...............""........... ................ __ ............11....._..........-. v....... =~:.==-....~.~~,~~~=:.-;::==-~~j..-:.=~~ ,.................,....,.._..'" , ,.' . . lLO'W'......... ~1IWIl......___.,........_..-...... reIIIIf............1NI-....._..""cIoolI."', .', .......,...............~IIIIIrIl. wa.."I\1III.-ItllI. ~...............I........... ...............--.,UJD".,.,.. ....____....................... r..-*4 ........,. ___ .. II ....,. ,............1IIpIlIrIg IIlld ~ ....... 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J75fo al D,5ll'III. 1.69 tn. i5H leBO: 1HIS TRUSS H15 IEtN O!$IGNED 1M AD;;:ORD.lNtE 1I11H leBO RESEARCH REPORT 1&07. A.'OOD Ht\.OJIG vAL~S iRE 203 PSI IN 'SOJUiEAN PJNE/DOl.KiL.AS F]R-ltIICH ,It.HO t~ PSI 1" I'EN-FIA/~E-PlHE-FlR. nn< TIlUO::C. 10:: Vcc...';...... ''iU'' "ltE 1:18: cOOE, Bol51' IUND SPEED -eo tPl. 11'11s dtSlgn NI DUn chnkrd fer to p.,.f, botlo.. tl'10rd 11ft' lud In 1~t"Ol"d_CIt ..n.n uaC. Pl&lIHG 8"SED CN CRUlII LlMBER ,n THE: ij~ "'Nl.FACluRE. I' I' ........ 000. - R'500: "Be il'''.DOP o.c_ A TrusPluS Design 02.5 11 2.4 q .j j '1 1 l &HSLOWI HOSHCFSKYI ~er.ttl" ~.25 Top enll Botto. Cher T 1- -1"83 B 1- 2141 II 1 - T 2- -liD1 8 2-- 132' Ii' 3 - T 3~ -2101 B 3- 211t V D . T fl. -2101 T ~" .2tOl 1" fi. .2r.83 ....b. -389 "It 2 . '73~" -li7 l' 15 . -417 '73 -3811 Mo~~~:;;~; Fax: 503~5868 ;:: <> (f> x <> TO (f> ~ standlrd Q'lUQr. LOllellng I:P5fl TeLL. 2'1,0; TaJ.... t5,O: aca.. . 10.0: !her.a.. . t.t~ l IV( lCWJ OEFLECT!OM BASED ~ L/240 . . 7 ---- '.00 0.00 .3,00 SPECtAL PU,lE POSITIOMlNe CHlR1 . JOINT' I; UriI V: Uft~ ..raf ---- ..00 -~,60 ..00 5-&-13 5-5"';:: 5--0~O .2 '[:7 9-8-5 0-'-5:, . 11.052 i-IO~O L. sP]i!Io50 jD.10-5 10-6- 14 '5,-0-0 5-5-2 Ai045 5-6-13 12 "'l' ,.0-.-5 '002 ~ 32-CHJ OVERAll SPAN 10-6-110 ..... 916fg5 ~e~'I' T~_ :""~~~w.'- w' roN co . . . .. . ... ... . . . .. . . . . . . . . . . . . . . .. . .. -I :D C (f> (f> '" ~ ~ '" CD 10 10 <> ~ l> -,; :x " ~ c " " ..... ............1Ill............. .......~ 1ft .....................................-..-."......"....- ........~...."'.......... ..........-..... ..... _______lJ---...............--.. \IWtfr.. =r~MI1'~~)~~~~..~=.:;'~-=:. 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L.i. ..i..__________ '- --.-----~ .=-,,-~~-::'-.:-"- -~-=""'=-'.:~-~ " ~ ..---- ,.,.... ~ ~'~J"-".'.""; I ~, '1 11"11 1: , '~ Il,' , ' , I 1 i :11 I l ,\ ',I ", \ L'lJHBEP SPEcrnC&TIIlH5 TClP [liard 21l " . .1 or-I.. I!ot Chord 2ll ,. . ., OF-t. Poteb PlittI' 2a II . STANJ&R1:J (F-L Bf_RIN5 RE.Q.,ltRE~N1S BE,JRJl6 AtT. 'SIl[ REa. SIlE 81 5.5(1 In. 1.BT In. k !.:5Cl In. t,6B Ir:'- UlS """ 11511 leBa: THIS TRUSS tUS EER ~$IONEO IN ICCcmDlNCE l4'ITt4 IC8Q RESEA.~ REPORT 15D1. R-5000 HOLDlftG 'VAlUES &AE 203 PSI IN SOUTHeRN PINE~&S FIR-LARt~ AND 1~2 PSI IN' Hf"-f'lf1/SPRUCE.PllE-flR. tHIS lllUSS IS DES1GNED U5lt~ T~ IJ'BC CClUE. !ASIC ..tHO SPEED -80 l'F't1. hh dnk;rt he. bu" th.t...d fv 10 p,s.f. b:lUOII c........d 1 ~u Jull ~" ac-eordilnt'1! wJthUBC. PLA TINS BJg::O ON 'RUM Uf1I3ER' Lf nt'E OF' "'N:JF"CT~. PU.U coot SPACING I:lSOOO \lOt 2. .oo~ O.C. A TrusPlus DeSIgn f 3 24 9 0 2 5 JlWSlOlo'J t<05HO'1il<YI "~,,.'an _.~ T op Ch d Bot to. Ol1l T 1- -re70 B 1- 2216 r 2- -r3M B 2- HI151 T ].. -1100 B 3- t6l7~ T ,,_ -14171 B ,- '8&7 T 50. -1100 B ~ 2216 T 15- -2:3'3' T 7- -2570 \leb8 -326 \II 2 . -e,," " 6. . . ~ . . -!:i7' "8 .. -326: Standar-d lA"lU:lr. loeliHl9 (P9="J TCl.L _ 28.0; TClll. t!S.O; Bt:Dl .. 10.0; IncT".... . 1.150 LIYE LOAD DEF\.ECnCM BASED ON L/2f1O SPECl~ PllTE POSIT[UNINB CHARt .JI]JHTf x; U"' Y: Un! A.N6L.E. ---- ------ ----- 1 3,00 2.00 II. 0.00 -6,'9 Ii 0.00 ~.39 8 -3,00 2,00 ;:: o (f> :c o -n (f> ~ v I . . 3 . . . . . 7 . " . . .32 ""7 "" 432 Mo~~~; Tel, 503-461 fax, 503-688-5868 5-2-8 5-1-7 5-1-7 5-2'''8 .-7-15 2-~-6 11052 .090 11-7-15 9-1-3 ".-.-. 12 7 17" '2 "J7 o-'-~ ~r-: 2:'.5. sp.~:f 7-?-2 7-S"& ~-S-ld 32-0-0 G~ER~LL SPAN 7-6--S5. . .... "13&0 1-10.0 ~ '.6-15 ... :D C (f> (f> , 9/6/95 .:..A...:. . :TRI~- . II. .i .. ...';;JafiII tRIJ5'Wlf.Al. svsrEMS CORPQRAmN .1I..~"allln-tIo.........................-...... ~............ ~--..... ......-.. -.-...... .........,....,..IDcIIIlI........ .....~....., ........ . ..---"'~----. v..fIt.. .....--.....1IlIMIIDft. o. - ........._Tt\lIIIllIIIl... '....101......... ,......~-..r....'"QJH.nY CONTltOl...ANDMtD~IiIt1~f'U..",CCM-CTIDWOOO_I.l".,- '. 1 '__.PIIIIIo~ ~"""T~ftUKOMUAHUAL AI__..~.........-."'............. 6.,1)11nctM.......cuIlow. ~--~.......~................---.. IIlIIIIlgll_~........__.._"""IIlo..~.......'w.............--........ ............. ............711.................. .... .r:~ IIIIl: -.....10'0"'. ......... --*W~ _........ 111 ............ .....,.......~............................................................. ......1II~IMIJ~lUtO ~MlT",,"""'Tl!.. '. ....'" ...1IIIJIlIliS'......._....,.....M'f~"'1Pl wa...___-.....---. ...,..".................IIWt...~............--_..diIDIIIIo.."'......................---. '-........ .,...,......~_...__........ GalIIItll.......",..--'1.........---,.........., c:............. ~..................,.....~.t.......-............................. .~. "..T..-.... IIMilllIIIIII.llI'I...IDCI-.l.._~QM..........".....SSl'I. 0..-' . . . , .. , . , . .. . CQ ., . .., . . . , , . . . . .. . , .. . .. , . , . .. , ... , .. . .. tn\l . 1 I T...... Milt . 880M / 1/8' . t' ,. . .. .. . .. . . .. . .- -: : - ~1'.~ . , ' .. "-. ..........- .. . ... .. . ... .. .. .. ... : : . . ! --!-.---.- .;:~.Jf -'1~ i~~,~j --~:"'-_. -~ '- . ~ ,', \ 'I ~~ ""~. l\WIBEFl ~C[FIC"'lOM5 Top Chord 2.11 4 . '1 Df.L Bot Chord 2Jl .It . .1 Of-L \.lab P1ltu 211 .It . SU.."t.qo IF-L 8[ARUCJ JiEUUlREI'lEN1S lEARING 1C1. SUE REO. SIZE l.SS 81 '.!lO 1ft, t.87 In. t.~ 8l ~.50 In. 1.&8 In. 1~1t. BRt.CI)lG ttDtBERS SKJWM BY tf IoHRE ~QlJIRW. t:U c:otiflMJOUS l."UIUl pACING Arr"CHE'D "Ilt' n.O (2) 8d MAilS. , " , ICBO: 'OtiS lAU5S HAS eEtK OESIDND 1M .-~"Tltt1C:,[ Mnn l~BO atSfARElI f...;.n,,'<' H'U', P-'lSOOO to.OlrG VJl.I.E.S ARt COil PSI IN SQU1HEFlM PI~,fDOt.CUS FJR-ljRCtt AN) t52 PSI 1M l€l4.fIR/SPRld:. PI tE .F1A . tHIS TJIJ5S IS DESIGNE} \J$lHG lHE \.SC ctOE. BA~lt \ltfCl SPEED -10 1A4. 1Y1)'5 d..1t" 1'''' bun ctll!(k~d for 10 ".1,' . b:lttl:lD chOf"d Un lO.CS 1" atcOl'Oarll;e vitti U8C, "lA 1JM& BASED (p<I 6R(;EM UItEER A1 Tlt'E Of "l"UfAt1~, ~ \ '~I {'f.". tj "I I Top Chd eot to.. CJtct T t- -2421 & t- 2QaI ~,. T 2- -1999 B 2- t8~ ~ 3 . T 3- -172' B 3- 2088 I.l!o- 1 .._ -1725 1 S.. -t999 1 6- -l.lt21 ..... -403 " 2 . -5M W .\ - f!i77 ~ 6 .. ." -,... -403 MO~?~~~ Tel: 503-461 Far. SCJ3.68Il-51l6l1 6-0-15 . ,,-o~3 . '5-10-14 .... 2".!t '2 7(7' 7-11-3 0-0-5;,: . i'.82sP32'''~ e.,)-1' '0~2 1-10-0 L. 11-10-1 32-0~O ~ERALL SPAN 11-\1)-1 \ Sl;~d1 UnUo". L.o8dil"'lil G'SFl TeLL .. ~.o: lCCL . 1!5.0~ BCDL .. to.CI; tner.... - 1. 150 LIVE l.OAD DEfL.ECTtCN BI.SED ON L.fZ40 SPECllL PUle POSITlOKlHU cttUt' ..nPfT' x: Uti} V: 'inl "PG.E ;:: /0 Cl> :l: o -n Cl> ~ ,.00 0.00 0.00 -3.00 2.00 -4.411 .2.62 2.00 1 . . 1 '--f :0 c: Cl> Cl> u . 5-10-14 c c ( 4-0-3 .OS> 6-0-1:> 1 12 "'l' r>-4-' 00" , - .v...- CUCO - ......TE . . : 4t1A... ~OOl) uec 2..00. O.t_ 9/6195 . . .. .:~...., -..:.. I . . , 1.' . . . :~ .. A TrusPlus DeSign 'lAtJSINAl.MiTEMS~11C1N l'i 025 . . . 249 . . ... \ :~ , , . , > . I r - , . ; : " . .. , ,.. , . .. . I jj(s..o./ HDSMCJNjIK'l'1 n,.aion ,.25 .. , .. "1 .. , , . . . , , , .. ...... 'l' 1........................IIlI.........r.-.......... -......... ~~...-..---..... ...............'"........................... ...-_.....................' I _..."..,... ......,............. ~--..--~"."...>>.-..-~' ,....................~ CXIl'fItO. ItNIWID Fat 1IlfM.,u;.1E Cl)I>I'C'lIDwooo..............~ ~..... (IPlIi IN.. TlI..-& -...:ow MNf\JM ==='d+l.~~::-....,;.::::..:.:.......':;=..-;;O'::::--~...::-=~:=:: .......,...~................. ...........fIIllII......wr..... .........-............ . ....___~ .' ........~...,.........,.................~. IblWtI-..wcu<<1....,M1.MI~ ~...,~ P'\.lUW.~,ED,JOiCIJ m.-r ~ '"..........,....,., '" ......-.-....,--........ ...........:4IDn....................... ..................,..... .........................' ,..... thoIloMt'" ~~.".............._.......... ---_e...."...... .......-----......,. QIMlIIf..... ~...............~......................,......,.............lIl~d.,....... n.,.......... ......""'.........,a~~....,..,.w---W" J Oty _ I I Tru.. n'" .. 880BP I tJO. .. " :: . ... .. . ... . . ..: ..: :.: ..: ..: ..: . . "H,j'!lllllllmnIlTl1 . , . . . , . . , , , .- ,----- 'l ... I ~ j t. L '0'- ,,)V~i="~~--"":-;-"';.'-'~:='-"". ~"~-r'l'::;""':'-"'''''''.._~''''~~'";-'7- -. LCJf'lER SPEClFICUJCHS lop: ChDrd 2K. " . f1 Cf-L Bot tnc.rd 2"11 6 . SEL. SllO. (F-L. Wtt) Pin_ 2.11 .l, .. 511.NC,l.RO [:F-L fop Ole! Bot tolll Chd T s--ta&ee B 1-- H"3 r ~_ -9362 B 2- 91.3 T ]_ ~915~ 8 3- 8081 T ,. -g~l e ,- g7~1 , ,_ -97S1 8'. SOB7 , 8~ -&362 B 6- 91.] '[ 7..-t0505 8 7. 91'-3 lit r t 1l!"9~ ca' '2 tr 8!'t ur' ! RIght wtdVI 214 tl 01'" Bl!'tUr!! 1 I I II /c'\ I IV-.t.RING PEOJIREt'ltH1S atAR}IIlG .lCT. SIZE REO. SIZE LBS 9S 5.150 In. ].~ In. &267 BL 5.50 In. 3.ct> In. MO' lC8(1: nus 1RuSS HAS BE(N CJE-jJGI'EO IN ACtOROlMCE 1HTH tC8l) tlESEiROi REPOAi 1607_ ,11.5000 kCk.OUG Yo\LlES .LRE 203 PSI IN 5OU1HEaN PIHE~~'~ rtR.LARCH &"D 1~2 PSf--fft-...::. .. ..., ...-r<U.L....-..~-..~K. oshofslcyTrussCo, llol<28O!1 E ,011 91402 Far. S03-{088-S868 UlIJT SHALL. CQllSI'Sl Of (2) tEr<<RS fASTENED lCGET~ W:T1-' 10d NULS AT 12- oc: TJ.froUGlf. QUi. fACM lE\'UlER I1JST HAVE t:CNE:CT!J'l PU,T(S aottol FlCES. Of UOI JOINT AS SHQ'WH+ 10.5" O.c.. IN TC E1\CH RO"', 2 ROll(S) + 14" o.c. IN ec EA.cK ROW" 2 ROV{S). lUl LOADS SHALL ~ OIstRIBUTED 1B' otHE~~ EWALLY 10 E.lCH pt.y, Tll] S TR\J!;S 15 CESIGlIEO USIf'oG f~E t..'8C eOOE. e~$IC "'if't() SPUD -80 1'9ti. '"I' G~19~ ~a9 b~e" ~~~ck,d for 10 ~.,.i. bottOIJl cnord lnt load '" ae<:ordanl:' wIt" U8C. 4-H)-6 t- . PL.1}"6 a"SEO ON liME" lUI1BER Ar 1IP'E. OF IUIollF,e:tUQf:. , . . , , . , . - , , . , . - wu. . Web_ 10'2 " 2 - -1286 t1111" II 4 - 211Cn -73& W El - 0 -13& .... 8. 21191 119~ YIO M -1285 tOo\Z i ..-'0-1 4-1-7 . .... , "-5-~ -~-~-~-_.- _.---.~- " , , ( Z COIFLE1E IF&JSSES REDJIREDl SPEClAL PLATE POSITIONING ~~Rl .xltNT' ~ llN v: Un) A)l]LE. ----- -_.-- i 7.32 3 1.75 6 -1.7'5 8 -1_32 l unlfc~ Loads PLF lOad C.'8 t [nitlal Fln_1 St.rt End Dlr, ~_c ~O.O 0.00 B.liB 1/ 50.0 ~O.O 23.0232.001/ 30.0 30.0 O.DO e.9B 1/ :)0.0 30.0 n.02 32.00 v 9"9.2 99.2 B,9& 23,02 1I 5'9.' 59.5 B.BS 23.1)2 V 1000.O 1()O.O 0.00 32.00 II 100.0 100.0 0.00 32.00 v 39.1 39.7 0.00 32.00 V TeLl feLL feOL feOL feLL feOL lICLL e<:OL 6Cll\. 4.11 -0.34 -O.30f0 4.71 2".2 15.1 -i!:lo.1 -24.2 c~centr.t.d LGa~a L~ye Dead LGcat~d 1C 331.e 199.1 8_911 v 1C 331.8 199.1 23.02 v "'Li"E"L.OAO il!;UCrION 8,SEO tJ'oI Ll240 t "-8-11 _ . "-1~6 -!lSg!) 4-10-6 1 2o\ofo'S Pl5lO .~ \.(?I:t~ sP51i~O ..~e-J 1 12 '17' 5-1-3 0-4-5:1: . '506tOS i-l0-0 L. 4-8-10 CONCENTllATtll ~O^DIS) REQUIRE(S) ADEQUATE CONNECTION TO TRANSFER EQUAL ~OAD TO EACH ~y (BY OTHERS). NAILING PATn:RN SHOIIN IS FOR UNIFORH LOAD1RG ONI.Y, "-'T' OODE .....",,'" DA'TE.. . . . .. r:f~::O .Be 000 - :U:. 111/5/95 . . . . . . .. A TrusPlus Design . . 15 , . , . 249 025 . :c~ .. ... ! . ANSLQw} MC5HOFSKll Vt~810n ~.~ I t: ! i , \ A:!n5 ".3-3 "",-4.5 . &-3-3 . 56'O~ -' 10-6-15. . 10-8-11 32-0-D OvERALL S'l""N r.-s.jO .. ... : :.:.~ :.: :~ ... A .. ~ ... ... ,~...:~.,,:.,JS l*JS'IN"'M1lMSc:qp'ORA~ ,. . ,. , .. . . , . 0 00 .. o .. .. 0 0 0 , 0 0 , , 0 , , . . 0 0 , , 0 , . . .. .. .. , , 0 0 . 0 ... . . , . 0 . 0 0 0 , . 0 .. . 0 . . . . 0 , .. .. .. , .""..~cII",,,,___"''''''-''_'*..........t...'''''' ..--............,......,..,.............. .................,.......... ................ .......,.............,..____ ~ -.., v..rr" ~..,..I:l~ ~1........-.n..T~tI,,,..lll........... ~....."""""...."QUoII.m ecMItO-.S1Af.C)IJIDf<I\M€fH.1Il.J ..~~ _~".WCCD1'M.IM&S'.J..'-,.........I1PG.....T..-.I11IUKICMIiMNLI"lI. M,..,... Nt~ -.-. ................... 4.0............. cwr........---............. ......-..-111 .......,M- .,-..1I'Ia ~ ___..". ctIc\lIll... ~.....II!'................... -- ""-' ......,....... .......,.....~.,.....I/lIIII........ ..~_---.IW. ---- ......"..........~............. .... --........,..,............... ~...... ........___................ "*. 'tWIJLNJ.....oIItPIO MIlD IIRIDHO aETAL PlAN ~wooo~ ..... *'" "'11lMilM"..mr~"'. \""-.........,...r.r:..-... ~..,~.....,-"'........llMI"'O.............-..........._........b..............~. ~........... JlaCoId....,.~INI..._.......... .......,...__......1..~----,...-""" e---__ -..,-.....~'r..............,.",......--_.........oAI*.......d lilt.- n.""~ ~TP\......_~~DIt-.~~JS.l'1.. 9tV . 1 I fruw. ",~r . eeaID I ,/8" - 1" II TI.IHI.III.I:irrnIHII:UIIIIII1111 Li 111 J II J IIIII ~ ~ Roof/1M JD Lay<HJl ~~\:::eI&::" r~U~~A[L '~~~~41l Systems ~.'.::;*1': Jlf". ".~ ,.- t \ \ '\ / I / ~--- ..' I . I I I I I I I \ 1'\ I I I I '\;'. .> />/ .->-' \\ \\ \\ --' . / \ .I -/> ~~~~~\ \ . " \ \ . / / \ \ I , _ _ _ II ~ _ _ _ l It J--::lI I I \j \ I MOSHORSH~ .TRBSS CO. ..:,.:.. .. . . ... :. . ...... . ... (503) 461-0880 Sob....., TilE IlAMM'ON C...-"'" AII'SLOW n.gu" SKB Cbk, DC TC U.. 15.0 po' TC IIwI 15.0 po' Be Li.. 0.0 psf Be Dead 10.0 pst TOTAL SO.O"" . . . . . . . .. .. . ... . ... .. . .. . 'r . .. .. . . . . . . . .. ... . / \ \ wo: wn 0715'95A Stole: 3/31" ~ l' not. : 07/19/95 DurFlI< - LIIr: 1.15 DurFac - PII: 1.15 OA:. Spodog, 14.0- Deslp Criteria: UBC- # Co.."""....: 31 .. . .. .-J~ J ;tl.1.inG!li1~~ TT~-- 01. ~-..7~~ .~. .- " '" o rn 'x; o 'TO rn Q -'t :0 c:: rn rn '" -"" '" c:> <D <D o -"" F "... . -u :0, '" o '" ~ '" I\> -u ...~> -u ".. G.> m .,.- ~-- I t.tftlER SPEtlf It'" IONS Tap tt10rd 2. . . " DF-L Gat Chord 2_ ,. II " O=-l v.tl PUel! .2111. , . STUOlSOlD Df"-l lift lid4! Sl1cJer cl6 f2 111' 8etur"ll l.ft ~dg. 2'l4 '2 af' Better\' I, ., I' :1 I, 1 Ii 8EARING REGUlREPtEH'S BeARINQ ACT. Silt R1[9. SIlL UIS Hi ~.l:IO rn. I.M In. 1458 BL !I,1lI0 IB_ 1.50 In. iZ7Z 8R4C1Nli I'lD'\BERS SHOWN BY " \rtERf REO:JI RED, Ul' CQNTlIA.IOU9 L"r61il.L BRACIN6 "".lCI'ED IrlIlH TIIO tzI 8l:I N"ILS. END VERTICAL5 lAE ~516Nto FeJ; AXIAL LOADS ON..r. 1<:811.: nus TIlUS$ HAS IUN DESIGN:!) IN 'CCUilOAPa ....llH lceo Il(SElROt ~1 1607. '-5000 tG.DItG Vil.\ES ARE 0103 PSI lit soutlERN PINE.fD(IlJ;;l.&S Flrr-LARCK iHD 152 PSI IN HE~-rlRJ$PAUtE-PlNE-FlR. lH15 tRUSS IS OESI6NED USING lHE UBC CODE. B"51C \10m SPEED -9Q tFH. th'l!- dulon hn bien chl!C::k~d rOr ~O D.I.f. batt'"' chorCl lue loaCl 1" Iceordance wUh U8C. P\.UING eol.S[D ON GREEN L,,",ER "', TII1E 9-&-2 OF I'IANLF oI.CTURE . O-.0-5L .\ , i , .. ,~"""",- "" -< Top thCl 6ottoa Chd I I- -1~ & 1. 1]Q6 t 2- -1060 6 2- 139'S ,]- -51:20 e]- a:s.. ,,,. -9_7 8 ". 68g r ,. 0 .... ~ 1" 143 V 2 - y 1 - 135 y " .. V Ill" -112 W 5 .. ~ 1 .. -1233 ~ 6 .. SPECIilL PUlE' POSITlDNU5 CHAAl oJDINT' X: Un} 1":: Un) .uu.E ---- --- I 15.00 3.M C1.0 1 10.22 12.n: 30.3 I U.~ 31.0& sa.3 3 0.00 -4."9 115,1 " 0.00 O_~1iI "15,1 ;co o (J> :r: o -n (J> "Q -on '00 .... -,.. Sl:ondardl UnHor. LD.cling (pSf) TeLL .. ~.Q; Tea. .. 115,0: BaL'" 10.0: (ntr.... .. I.S5O ,-1'tE LOlli DEfLECflOH eASED Pi L/240 Mosho/sky Truss (0. 8ox2809 ~OR 91402 Tel: 50l-461~ Fax: 50J.68lI-51l68 --l :0 C;; (J> (J> 7-6-11 2-4-2 4-5-" '" lJ) to to o ... 7-3-4 4-5-' '0"" ""'" 12 ""l7 '" ... 12 7(;7 1S SEP 1955 R243D .-4-0 n r .... ..e, R1530 J> " :0 I\) 5P!2~ 7-03-4 8~-1'5 2"121:1 1-111-0 ~ 7-il-t5 ~-9-8 ri!6-g-B OVEAJ.LL SPAN o '" I\) ....TE COllI! SPACIHO DATE '" " ;co a. ,00' D.C., 9/SZ/95 ~,ooo LSC A TrusPlus De6ign :lJ. 25 5 0 2 2 .1 ! J.N5-WI ttOSHOFSI(TI 'Ie,.aiDn '.25 ! \ ~ I.... ", "'-...., .............................-.................................,.......--.. ....r.II.................... .....IIlriIlIIrItIl~........ 1&._.....................-.. v..... ...................... ~:..........,_........1l"..1O__........ ,..........-..,......"'CLMI.fIV ClQffIRCI.II'~~IR1.-a." ,.' ..'0. WOOOTllll..lllErcl..n-.-"--.....Cl"ll.......,.,..,.-"COU~ .......lIIll_____ ......._............ A.~.,..,.... DirItJ,l....IIrtcN........~...---lI. .,.............1tIII......_............ ,- '. ...................................... --........~.... . .................... I .... tit .... II......... _--..1aV'. ~ ..... "-- -............,........... ~.ulE..~~=====~..{;..":.:~_":...~ I .....~.....,.."....-......~............-d......Ib................~ 1_......... . .............~.... _,........ 0fI0IWiI" ....... ___ 1ft.... __ --*'"............ c.mw...... ~,,__........."'......~......-.........I&~..~d ~"-"oII n.,.,.,Anr ......1W'l...bc-.d...:. ., .......~5:!1I. " l> OJ rn co J c - . . . . . .. .. . . . . . ... . . . . . . .. . .. Qty .. 1/ Tru.. n... .. 880BI J 3/16- . t' ... . . . .. . . . . . . .. . ... :.i ee. :: . ... . .: : .. .: .: :.: . .. .::::.... 'II!I' I~'!j.".". i., :i./: h ',YtffitJiITITII-nr'-J'ffrnllfrrrfK--- . Anslow & DeGeneault, Inc. Signature Homes 1953 Garden Avenue Eugene, Oregon 97403 541-484-0070 CCB #49169 Fax 687-0646 www.adhomes.com email: A&D@adhomes.com 6/2/05 Schedule of Truss Hold-downs, Truss designations are per Moshofsky's layout drawing. Per 2005 Simpson catalogue, values in uplift are as follows: H5A = 350#, nail with 3 - 8d to both truss and to plate. Sheathing transfers load to studs and adjacent construction. Truss Uplift (#) H5A A1n 259 1 A1s 259 1 B1n 132 1 B1s 124 1 B2n 110 1 B2s 62 1 B3n 102 1 B3s 54 1 B4n 94 1 ..... 84s 45 1 .... . . . . .... ..... C1n 89 1 . . . . . ..... .. ..... . .. . . . C1s 102 1 .. . C2n 60 1 . . ...... . . ...... .. C2s 82 1 . . . . . . .... ...... C3n 40 1 .. . . . . . . .. .. C3s 100 1 ...... .. . . . .... C4n 17 1 .. . . .... . ...... . . C4s 110 1 . . .... .... .. .. ...... D1n 152 1 . . ... . . . . . .... D1s 67 1 .. . D2n 138 1 D2s 62 1 D3n 120 1 D3s 79 1 D4n 99 1 D4s 98 1 E1n 135 1 E1s 40 1 F1n 90 1 F1s 75 1 Job Name: ANStOw "~~-=: .'=":~'~"'''-~' IC 2~' C1Fl _I !Ie l:J,-4. O~l '1 "~B 1.... DJ\. ~rAN~O Rdu to Joint QC ~t.lj I SM~t 'or MU1:(Ufl lot.niHd Tole".-llCl! unci TH15 1!f5If;N J5 J)lf (DlGIOun Rf~ULT OF MULTIPLE l~CA5ES. It<lld,,d hlr 10 ,.SF lloQtl-C.lJ.'lCUHeq\ BelL. PlATlNC. IA51J> 0\1 CUlII t....ER "'AlUES. Er.d "l"rl1Ci11~ desi'tle for iIIxl.l Tolds a,,'V. ~ltlMsi&ls mow. Of beTG_ 'lh. trust. profile (if ~)') ,...quire .-ddit1on..l (ol\5itler.cio. (fly Olht,.~) fo.. horh. la..lfs on llte b1lhil. Left lJ'f'e'hu9hl .Ire not to Ibe TlrftGvHl. OVEIlJWtC;.(SJ MY Bl SHOR'TEfnO UP TO r ~.. l.ft O"..rh~.... Soffit. INdln,. 0.0 pst IlI".t- Jl-lOC REA(l SIlr IEQ'O I ~- l-ll 150~ LjO" 1.5.0' l n~ 9-1l ~. 5.50" l.HT "G IIIQUIIlE"EIllS '5I'loo..n u. bned (WlY o. tIN truu ~U.M.l "l e.lc.b be.,.;,,; JW: DHlEOIOli (""11) ; t!'~~.~~~ NUlIk l~o~17~1I~) -0."1" 'We tt.nECTIcr. (c.nt) : l/1I99 IN lIIEH '1-1 (LIVE} l.. G.OS. D- It.O.~ T.. 1>.09" OlmOll'E"-tJI fOtc:U: -c WP. _tIltm' t~. llIII:. en a..) Cl.1" 111.ll o.za 1.2 .2)01. .' 117 l.ll O.!J.I 1.) -Ul I.U I ~l I." 0." I.' .U1'15 I 10 1.&1 o.st ~-s ..,J 1 :' tl ~.6/) O.f>l 1~ -Il 1.1101 111 !_Il '.W Ill: (DIp. .1 1.1 -10 l.n: I.t .1Ul.Ut t.IO 'UI1.ill 10.11 _u 14 ctJIlt'.lk1t./ 1-1 -Ull.)1/ 1-. 'U<I.U/ 2... .14J! I.U / 2.10 .u 1.1iO / '.111 -UI,lI/ S.lO -211,10 j S'l1 .lll((l,lll 6-11 -411.5(j1 '''''l''''~ "" ((O.lII 0..' '11 1.11 O.So!> '61 H. 2.!~ ft.'IS.lUI. CSt 1O I)." 0.0] IICI.I<IOF HIUIO 0" 2ft 1.11 o.n U11.1I O.HI 2:11 L 11 O.ot UJ 1.0&0 0.1.4 O\Il_U) O.o.t ~ MOSHOFSKY "-'''--''-'I TRUSS "445 Nortb;Nr-1t. Dr. Q:J1o Spri!rg5. CO 10907 TRUSFlUS 6.0 VER, T6, . .. " .. . '" ......... ... ......... ... ..... .. .. . ... .... ...... .. ...--"..'......"~..Tr;;8SuIO: ANS-E1 --.-- M lHb br.acill:9 ."lI!q~htd ,I[ fKI> 1outioll s.too-n. 10I ~~e ni~rd dn II~ (qolaa70lJl-~1 r-a-Y. "";f"'''' ""'I ,p, B'- l"'i~ 11911 ".u.r ,4t ~ pit 'Dr 20f\! t"'" " ~ndenl Goldl "1.:,rrepl..~p''''f. OU;jj&n IUSf. {Olll". fO, '''H.o . . . UtClI~~ uss II f v. ru .-r. b.nv' 011 as[~nO oVId .~'<< ., II. '~iff'l by IBC Lltn .ntt N1~InPI .and at.. aepclrtH ill "YlIil.abl. doc~p-t~ ncll u ZCBC IUO}. . . .. .. .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . jJ_p_D 8.0.0 !,.;LI.n ~I 3..(1.0 16-o.[] 24.0.0 lA.l'\.tI ,n.n.fIl '" i , " . . m;o- --:;:00, ". 10-'l.0 1C ~-5 SHIP O-u.o 5-0'" ~ 7 . ;i-l-.'2 5-.2.t2 "" 1fl.n-A . '::lP..g." 16-1>0 10 s..U-A " . STUB 10..Q..8 J 26-<J-8 l=l ~l!r~~l=~OIl~~I~~~',~';'I~doJ;:.~~.~~~~=~~ ".. Rel!d a" note. on this sh.., and III"". copy 01 It to the Erecting Co_tor. 11I11-.a.II_r"__llIulII~--....._~ ...._.....,., _,.. ~ww._~ .....,.......ICCiINlI........c.rwt......,,.,.,.,.p"........... ...~...-.cmIdfDr............-=-ac:r. ~ -_Ilf..............~....-'--......-..~.JII'....--." 1Ioolilcllaogllllllla""'__~.IhrI..... ...........-OnP_-co.......ItlIId"v.....,IP(...~~o:m_....-...~ 'T'-........._........d'Ml ........,.........IP(,.-.."aot..,.....,.__llW~d'DIll.........1lt-.I t1r...rvtl~__d~-"N...........-- - ~........b......,IlPOIIlI",cnp;_____O'fr....."-:tIcQ~ ..__.........."'-...., .--..Ir\,IIWllc..-.,.....~(I)fIItft..ft-olldlD~ tft. ......gu.--p-.-.nI:I... F.......,....._ ~b.,..,ttOtrIl:lI..~-....IDbone~....".._C.....0NI...jllllII.~.-.IlM1ocImT~...... 'APlSIlPtl'. W1'CA I' 'JflreoCIflU..Caunc:tclA_rbklnt_Dt.vo~. '8U1..Of$COlIlPOl'EHrIAO!'" _0RIW41!OM'. 'l'BC$I'-4)!M'I\'8:Sl!lUl.llUlnSttEE"""WJU_T".lJoor_~~lm~..~..a:tC'O.........~~ ..~. 4 .1-~_1J1'l., ....~..".........,._.........r..',..11S '--0""11 'tltSlllll."llllIrlO:!.w...,.."a.Dt2:lla ~ . "~'.'" , .. -..- ..... ~'...I City: 3 tlP'lIfT IlEA(TIOlri(S) 5apport (6C ll/,!td' H_..inll 1 .13S ~b ~ -40 Ib ~7:0i1~~ ~::~'f~:.a~l~~9 tta. I1dg El!,losed' - '(n, Il'IJIofUlnce F.-<tof .. 1.00 1nu" lo.o;;6t;on _ ~o( EruI lCllle Hllr..tc.1Rot/(kula l1nt" '" NI) E.p (.lltll!~rl . . 81d!ll Len!t"" ~.OO It. aidg lIIIid-:h.. 0.00 f,: Me~n rOG tle-i;tlt.. B.n ft, fP".. U 11'1 St..ndord OcCtlp.I"cy, Dead lu6. ID.l psf ~tl~:n~:1~:iO'i1~~~~: Rl1sint", SyHl'II lr1blltilf'~ .....I!-lI ... ~2 s.qft Cust:: AHSLCW ~: Ori~e_C_~nI41-LOOOO6_JOOOO4 D59nr: #l( _ 39 WT: 193/1 T( liv~ :tS.OO ps:f Ou,.rac.s l..l.15 P-l.15 TC ~ad 7.00 pst Rep Mb,. Bnd 1.15 Rep fI1br. ::Cllp 1.10 Be livilI o.co IIsf Rep..-or Ten 1.10 Be QU.d 10.00 p.sf O.c.Sp~clng 1- 0- 0 Design Sp<< IRe-lOO) DHL llATto: LJ2.0 TC: Lf~ rorOL "Loa #!'tf rn m z: --< lD -J -< '" 0 rn :I:: 0 TI rn Q --< :0 c:: rn rn '" -"" ~ C> c:> <D <D o -"" ;:: ".. -< c.> o '" <D '" ... ".. '" -u ".. G.> m '" ~ ~ ... Job Name:ANSL.OW BRe; X-LOC R'{A(T ~UE R[O'O 1 i- 2-12 HOS !UD" l.~(>' 2 lS- 9.12 494 5.:'0' 1.5('- BRG IUO\JIREJIIE1tfS sllcr.m olrlP hued (tlL~' an tilt (n1~' n"u.ri..1 :at: ...(h b..lIrlng ~ (IEFlECTII)If (~.n) ; t!8~.t~..MEN~ ~O.19!l~.J .0.4&' Jlb\XOEFllOIOlrI!(unt) : t~~.~;~~ 10~04Sl~J D_M" 0lIT1CM ~18!1 1"QIIC(1; TC OJIF. 1m' TEn~"'l '" 01.-1 1.101 S I.U :Jl0 l_Z -v 1. J 'Ut_iS 139) l~) -Ii I.U J 3.&2 1_' ." I.UI 2S11.~D.u l=i f:U~~'3 t:m :::: It DJU'.,j[Ul.)) run;-ltlM.,J 0.1 :-1 -u11,lJ!' 1Q'mD.404 ~~. :~I~:~J~ ~~! ~:~~) ~:~ ~-u .711.tI:I).f JUJ.Ul a...t w a;Io'I'.~.1 nNS.CUl. (\1 I.' .t21 l.H.I 2V 0.90 0.01 1.a -Illl.ill l'C 1.1511 a.IY l.a -lU(I I.U / 1.1( 1.150 o.n l:~ -iU l:~ ~ I~ U~ g:~ "-lD -lll.oECl lCll'1.U G.U sou "1<11.1" nil 1.&1 0.'1 ,.u -.'II.U I 10(1.60 U,OIIl . . . . . ... . . . . .. . . . . .. . . .. . . . . .. . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . .. I( hI t"'L '1 Be l.~ tf"l '1 WEB 1.. t"l !lTNlOAAD R,..f.. Ie Joint IX Deull \lMJI!t for l'I.lIlh...." Rlltn;oll.lll TCll.,..nn Us.l!d 1:,j15 MSIG" n lifE C01P05ITE RESlJLT (IF r1l1lTIPU LOAG Q,U~. load~ tor 10 PSF- nO"'COD<urnnt 8(ll. ~[:~~~I.~;~!,: ~t:~~~tl,l~~l~~d{na. Leh (N4'rhiltlt(i) I", nnt ~o bI r_eeL QYERHN<.(S) ""''' IE. SHCIITENED a' 10 10 ~.! LeFt Ovtrh.,<t Sor~'t loa'lng.. 0.0 psf -'--"'" '-'''h~lrus510; ANS~b4 --......... M IItb b~It;"9 ~q.Ui,.,1l U..klt I",;,"all s"vlf'. ... ~ S4!t tU.n4a. ft),~il~ CnGll011li1li-OOl rrog).. . OntGllf'If per ll~./rPJ 1-"02 . . .. f"it d<tslgn o~ ",t .(.cdllnl f.r t.lliQ uti. : . ~~~ =~~:~I:~~~~~~~~~ "'iU'ldtlr, ... IR(/I~ tN'll plat! \'ahrn ~n INIwd O'l tluti"'9 Ind ,IPllraYll n r~uirt:d by 18C 1103 ,Ird AN5IffP1-JlIId .r. r4'pa,.ted fit .w.,ttablil! dot_nu: id~..s I(BO "1607.. ~ .. end vert.iClh _"II"'" fit' .'.1 l"d~of'" t.:C<tIl'IoiO"'-.dlO....j, b4'l_ t"-~rIl'6 P f e. (It VI!') VCII1.iA! dditlon.al co..l<l;alii- G . {1Jv Olll<<l's}.Jllr 'II lu;d~ o..tv b11tll... . . .. 1.9.14 7.9.14 7-9-1.01 15-7-12 ~'-6 s.7'..fi 10.10-2' 26.0.8 tn~t:> '. . ." " ",r;.7..:~" 2 3 r;:oo- ... '0 ,.. 2,5-4 9-11.11 10-: -'3 SHIP .o.u.o 2,'" II 10-4-12 2$-0-6 &='~~~2Q&~~~~J:r?Jo:.H)!t~..ltt~~~~~~g;.~~ri~rn'6,-\ WARNING_ al/ note. "" 'hi. oil_I and glW. ....." of il to tfHt EtllCtlnll COIllractor. ~ lNo_,".br...~.....___...._....... n__.._... ____~...___......r__ _~"""""""-tfI.._........,..IItTPI_A""""""-_ ,.,-......._tar~_-='\I'. ~ .....tII--....,.l'-_fC_____aodlarlloftl..o.vnrllPDtI~. tr.boM'.-..........._..IllIIbal. i.dUIodulh'-.n_....~.............-Irt"....ltIc.lIItutI......._IIIIII~~ 1ht~_IIl'IIl"lOPd'uo:lI MOSHOFSKY .~tII..,t'I'.,._.__.........,..__dlDClI-_...,IRcIIdIlr...tl.....__~~_____ IIlntll 1Ir...._II*"lMml~GII~-.bIrI."..t)..,.,.lructto'a____ tliI_..If\alII.....1IkOf1lo..,. ~V"~ TRUSS _lol:,......_..tI_IhI____dN....."._...tn........'__r.._ F-"ICII.......looaII 4"1115 NorthfNrk 0,.. _h.'*-.._;ca_.IIl.,.lItftIwoh9.-.:'....._~DIw(Ropga........llIlrUIfIllOIll'_..._. Co 0 Springs, CO 80001 .~~1~.~~~":~~~:~~~~O';:'~.IT~~~:.':~tlCtl. T~USPlUS 6,0 VER; T6.4,1~-="'''$J1I' n.AItOI:~'_.ml~t.~(.AfPA).borIId"'.lIl..!!lI:HI"""'._!lCClllr."fI(II;OI.DC~. '~~~~Q1f: ~-'r-- .-~=-.,~ l!.llnR.EI,(TIO'l(S) SVPJlort (&,c Wind "won.''''ind 1 -991b 2 .,. "\b ..ll!'-Drall : 0-1~1l nlll Uuu II desiqned us;.n!) th, "'~(E1.0Z llIil'lll SIIKlnc:.;rtlDfl !-Idt Enclosell "' "'02S. InponinCe Fa1:lDr . 1.00 1russ LOI:.lo:ioll . Not E.fIlI lo,", tlurr1UlIl!!lOcIPID lln" "' I'l1o i bP(Uego'l- 8 ~~ ~'t~i h~O~OOli~OlBf~ ::'~t.b_", .~,OO ft. TPI 'Sund.lrO ~(lIlI,II'I(Y, 'Ol!ad Lull ~ 10.2 p,t ~it:l)::n~:i:'l~i~,I~~~: ~sistinq Systtlt "lrlbclt..rY"r.a . ~2 sqft: . ~',Itm' DAn:: 12131JU:j ~ 5;27;2005 rn m z: -i '" -< '" o rn :J:: o 'TO rn Q -i :0 c:: rn rn '" -"" '" c:> <D <D o -"" ;:: ".. -< c.> o '" <D '" '" l> '" (list; ANSLOW wo: Drive_C-~ns~1-LOOOO6_JODOO. DS9nr: "L( .. }9 wr, 210' TC live 2$.00 ..t DurFat.s 1...1.::.5 P-l.1S -U TC Cead 7,00 .st RI! p Mbr Bnd LIS ".. Be live 0,00 .s' ReI' Mbr COlIIP 1.10 G.> R~p Mbr Tens 1.]0' m Be: C.i1d 10.00 .sf O.CS.paci"g 2- 0- 0 Desiq" 5p~c IRe-20Dl '" roT,I,l 41.00 .sf DfFl,RAHO: 1I240 TC: l!~ - .... ------:- . . . . . '" . . . . .. . . . . .. . . .. . . . . .. . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . .. .-= ~.".,.."=>.""",..=no.."...~",,,....:1tt Job Name: ANSLOW Il:I\G x.w:: u.....:r SUE REiI'1l- l 5- 2.12 UOS L!O~ 1-50- l n.9-11 !'}4 5. SO" 1.S0h Bll!; REQU~0'[1l'l5 INn .VI! bit.srl! DillY on tM t",,,, IMteor;:.l at I!;ad, beoillrlng- "4IlJ( OEFLECTICW ($IWl) : l/!HIc) IN IlUt ]-1 (ll\![} l_ .0.06" 0.. .0.0." T_ -0.1l~ IoWI: DErUCT10N (C.llt) " t:99t~~...~ 'o~or(LJ~J 0.07" ~]W~;Oml:r~F'CU!~ l~:~fb~l g~= ~.J -.-;l 1.15/ .oljh.~ 0.'0 .... .<IN 1.111 ~Ul.W) a.4J ._5 .:5041.11/ .ollU.5I)}(I..., ..'I '''!Lm'' ~"''''lO''' ,-& -l..o 1.ll i .11, l.H, 0.21 t1~ :;:~: '::~ ~~) ?~;; IlD.lI .1'.1. i lllll.eo~ lldO II1II lIW. 0lII.. I TIn.. (l,.III. CS~ 1... .Ul I.U i U ,).'tf> O,OJ 1-' .....'IC!J..1I1 ""I.liIj 0.16 2-' .11... L.UI 1M I.R O.U log ..., !.t.lIl ~II.H D.2e S-g _1:M!.lll 911.2) (1.09 4_11 .l~ I.UI .. use 0.05 : t: .~a l:~ ~ :n U'~ gJ~ - 3-u -}W I.J.I I IU L~ 0.", 'c 1_' OFl '1 8e h4 DFl '1 1iI(li: lIe4 Dfl ST.IfCOAA;D Rrf~lI i:u!' ~~~.a?i~f~{~;~~:~. f:~'d lOllS [)(~J~ lS ntE aNilPOsrTE RESULT 01 "ULTIPLI lCAD (AS~S. lOldH for 10 PSF nan-(llCIcu,.ran: BCll. ~:;~.I:m ~ f~~~~..i~R ly;~(~~"dl";I_ I .ft o...e..h."!l($) .a"e rMlt tD be r_ed. a./fRKANC;(S) loiii.... 8E 5KlRftlrl![D UP 10 r 1oWl:,! Lrft "^'..r....'" .!iltffit lo.ad;n;.. 0_0 plif -"-:~:~--'J:iJss~D: ANSrn3 Qj.v: 1 ~ Qb br.aclllQ "~~d .Il --"t,;'kICHO"l lobo... ; :. UPlIFT RUCTIOlIl!.) ~ 5.. IU"l:l.ard elf hill CI'lCD 001-(11'1. redlt.. _ Support C&C !alae Nln.Wind 0"'9....d ,.r ~s..'P1 l.tJl -. _ _ . _ 1 -120 It. ",;~ ftli;n 60..1 liCIt keCl' lito,. "'bn9 t,.r.. _ . . l _" II; tll1f d.DiMdl!At ID.1ooing ((f"~). lu,16lng . lilli-Dr.. : 0-1-11- 1I~~~:~n:~u::s~I:~~O::~~:~" .a:~'b.Sd 0/1 ~1:~1:1~ ~:~?:~~~~:.;:, tb t__n ;"8 ... ...rov,_ 01:, requtrl!(! bV UI( UO~ Bld; [nc.lol.d .e Vel, I.pot't:.Iflu F.u::to' ,1.00 <II"d /IlNHlTnM~..~1 l'tparted ill'I/".IP1tblt' .. TI"~u loutian .. Net [rod loft. dlXlllIe~t5 "~..AS JiSO'I((l7.. .... flur..ic.a"../Oc.e.an Lin... KG- . bp Ci.U9ory.. B [rHl nrtic.ale dMiQled (Of ui'" 10. ~l)e . 81dg lor'"llth _ lO.OO ft. Bldlllilldth"' 20.00 ft: htt!nSlon$ ~y. lI,.below the trd\s Mftl_. l4e.an roof htiQtlt _ 11.15 ft, ...h.. 85 (it ;11.11,1 r-.qd,., .a4l!it~1111 c:1';V"'''tian . _ rPI !.t~n~rd Ot"Cl,lINII-(Y, tlorul Lc..IdI.. 10.1 pd (by II't .n) fo- ho~u. 10lds (I the~ldQ. . . ~iC~:n::i~,..~c11.~d~;; ~s;nl"D 5}lten l,.;bw.r, A,~_ _ Sl ...~rl B.3.1~ ~~1" 6-11.6 8.ft~ B.3.1( 12-7-12 19.4.2 26.0-8 1?~.1? 1"\..4\:" s' " 2 '3 4 r;:oo- 6.~ 2.5-4 3.5-4 3.... 8-:~ 8.'- 11 &-':.13 Sl'IP T .. o.U-o I" , 5-4 S-3.5--4 3,5-4 "" 3" '-<l-<l ~ ?q.n.A '. 1 .. I. 11 !'.:i'.12 !.S-(j ".8.8 , ...-" i >2-12 12.1.12 19-4.2 26-0-8 .L~~~~Ha1JO~~~D~?'~I~~~Il'Jl:&~to2ivrt~~~~~~Ie) LlvA 'lNG_lilt not.. on Ihls S_/HId gin.. copy of It to 'he Eroc;UIt(/ Con/rad..... ~ thill.--..rooMlns_______ "_____..___"'"._..~ n:I_"~_""""",__..,m"M:N",,,~ ""'....-....._............~ ~ '- '- - 'nlcobl!llIt'ftr.:I!Ir"a=lIDG...c:~.-dIor""'..............~.lIw~~lIIr_.....,.......1tltlh "....,on"""dnooo-'......mc:d..Iwdooo~.,h-...tIoiIDr1I__h-IIIIItlAIt'~ TIlt_llll__"'Iheq.~ MOSHOFSKY 1lI1i1tn11rtrw.J""..rrd.Ibtr.~_.......c:fWlnlil~lI<Imd....oIpoI--..._tlioIIatJ............CIIlImrIII- ...-l1~--'.lIra-.~""~""""'llnIJlIIlIldQiIIuCifnG'" t"__III""'IIDlIII___"'~ ,,",,-,~ TRUSS --..II\ft.....~IIIio~__h""'lldb--.:l'"'lnlV~~__CbIIIIoen '.....IIrdI..... i41S ""art" rlr. 01". nleo_.....b....il~..."..~~:...kIG_ClIettvt'etlll~........DlI:(IoI'-r_......... Co D Sprln~ co 8090J _snF\I' Wfc.o.r'~T_Q:udIll"'-br~JIlotlgnlll--"", ~NC;C(II.I:lrOtlE"'$ll'EJY_OI""'ION' . ~~~_""'DCSISUIlt~ lHEETltIrtWJColl..,.". n.,--""'.......C"'~..bcIMll.lll5ll:l00.-...c........,iIIOII. TRUSPlUS 6.0 VER: T6,4.1~_n'.. "l'Ia~F_..III"''''''''''I.v:p,jo)''_.'IfI''''___,.._...~~.gcZDII:JII ..- --.,- ....ust: ANSl(hr,l 1lO: IlrivLUftS4l..lDOOO6_JOOOO4 Ihi_gnr: #LC _ 39 !jeT: 20M TC live 25.CO pst DurFacs t.-l.15 p..1.lS Te Dud 7,00 pSf Rep Mbr Brtd 1.15 Be liv. 0.00 pst ~ep Mbr COI'/Ip 1.10 Rep Hb,. Tl!!ns L 10 BC Dead 10.00 psf O.C.S~clng l~ 0- 0 Design Spec IRC-2001 _ _ ._..,.,-1 TOTAL 42.00 pst DEFl RAnD: 1I240 r::: LfH rn m z --l lD -< '" o rn :I:: o 'TO rn Q --l :0 c:: rn rn '" -"" '" c:> <D <D o -"" '" ".. -< , ~ o '" <D '" '" ".. '" -u ".. G.> m -"" - '" '-~"-"""''''''.:".''''''':''=U..~..- Job Nlame: AN SLOW ,.m m,u u.u .. ,., ,.. '-0 ,., ,., ,., ~-11 1-11 .,U '"U TOO."OOI, "'0.'10 H11.1'0 t"'I.611 U! I.U 9! l.n "'l.~ w: 1.U 111 I.IS U l.fb n 1.110 ~, MOSHOFSKY , ~'t."'::~ TRUSS 44-415 ~,.thpaf'k. Dr. e.,J", Spf'frtgs. CO 10907 TRUSPLUS 6,0 VE., T6 rc h4 DR n lit ht DH Il o;U1. b4 on UMlWU) '''ftr U )D;at QC DRuB Sheet (01 'UK 1.1... liIGUt:iiONll TfJlennu' Cl1i1'd IReniC trun piau V.lllUllS .n basii'll lln t:u,~ .&rid qrpro...al u. requir"'" I:y IIC 110) ~=""II:{":~~~~"lao~:i~~ i" olnll.ll..l. left. o.erhAlI9h> art lIot 1.0 be 1'_""". 0VVt~(!>) ~:( Il !>IIORfOlEO UP 10 r' I'IAX.' 1..11. o..rNIIO !>offU lG.1d1ll0 '" 0,. IKf '" o.n 0," O.~4 O.~l o_es 0.36 o.o~ O,U 0,", M' . . . . . ... . . . . .. . . . . .. . . .. . . . . .. . . .. . . . . .. . . . . . . . . . . . . . . . --- - ------~----------'t- .. . . . . . . . . .. Qty: 1 ... .Trull' 10: AINIS-D2 ~,.~.d pllT~}(lPI l'!toZ . . - . lhh dU'9n .,.._t JCc"lIt "',. len, ,~" . tiN d"Pl'''eJl.lu~~~(tr~)..Itt.l'ld.; . lll~s~r~i~lii~\:ltc~lfEtfta~T OF ... IlUlTlPU lOlll CA\J.S. l_ded for 1& P~F 1I011.tGl"l(urf'tnt I(ll. g~~{l:l'UI;O ~~[~"r~~D .V:ll~E~~'llS;r>;1. E"" ""rlj.!llll,ed'''9Ild for 11 1Ul;l1 MIll. !;:1It."f1,tOll' ablwtear b.lwo truA P'Ort.le. (H' Ill.,) ltelllu;r"HddIt1oaAl OjlIoI6eutlDe . (by Itlll,"",) b- .oriz. ,.~, dI\ ~hll.. . .. ... . . . .. 5-'-1' 4-5-0 "-"" ~g 5-2-12 9-7-12 1~1-6 20-4-15 I, 0..7_11 1~_1~ 2 '3 4 5 m0- .'. 2.5-. 2,.... 3,"'; / 6. ;,8 '/,,", T a.~..o 1.5-04 3.5 4 3.M 2,5-4 5-3.5-4 5.0-0 ~ 11il-l'l.Fo 1 . . 10 ., 5-2-12 4.5.0 8-1.6 .>2.f2 9-1.12 17.10.2 ... . .. . . . . llPUIT REItCTICJtt50> ~upp:lrt ac 1ohll;d N~r,.""nd 1 .118 'b Z .&2 ~b .ip--Dr~: 0-}-11 lh15 t:I1lU Is dil's'i,ned asing the "XE7~Ol ~'ind s.o~t'fiu.t;vn 11~ Enclos.~d. '(n. InporUnu F.ctor .. 1.00 Truss loutlo" _ 'lOt End lCln.t ~:ar"t.llaelOtcUl li". .. 110 Ex/) (It.qarl . . Bid" l~::yth.. 'iO.OO fl. BidW "',dth.. 0.00 ft ~~\r'~.i~~i~~u;.n~:2~~'l::~ ." 1D~~ psf o.slf1"uld .i' 'bin .ind FClN:. Ruht111<\'1 SYlt"" <I"d .. ., _ ,10 and Cl.i4di~ Trltluu.r" "'... _.s.2 ,qf'_ 5,,,," 264'l .1 '.5--4 6... ,11 6.1 .13 5H1P 1'\ 2.5-4 8Rt 'HOC RUCT ~IlE Il(Q'!l } i- 2-12 nos 1.50" 1.~(.,. 1 11. '.H 194 1.\Cl~ 1.'i(O~ lilt RE()lIR9IOiT5 ,ho-..:c ..ril' ....nd (J.<t y on tlw! t1'US5 INtt'ri.l ,U uth bt!:n1l1q ~ D(fLECTIOII (sp..n) : ll~!}9 IN H['t 11-1l {tWO l- -0.1~" D- .0.01" l.. -0_20' '4.'X tlUl{OION (u..t) : Ll99g Hi 1U:l4 7.1 (Ll\ot.) L:" 0.0]" Do 0.02- T.. O.OS~ orTlOwl._fllFC1lC[5: Ol~~ WtPo ~6<il; 'E"~?1i o?~ 1.' _1M 1.1&1 1 '1~ 1.110 O.fa ~_l -nll.llll 1.60 0.19 1-" -Slofl_lll' 1011.110 0.36 .., 41111.1l! 111.1IO 0." 10.' e I.UI 1_110 0.11 " n:1I~. 10:. [~1 !.~ llUCl o'l~ 0.11 O.SI o.n 12' 8.2-8 2...... II:XPlMlJON DATE: UIJ,to:i I 5;27;2005 g~=r~d~I.~&~~~~!a~~~~:"~~..g~~~~~lipkt1 W ANNINe;- sll no"'s on th/$ sh..t slid give s copy of It to file ErectJnrI Con"s""'.. ; Cu", ANSlo.< fNt,...............~lIlAl...~r'Ql__.,-n_II..._tlil..sen ~1Ilr"-~........... 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Be liVI! 0.00 psf Rl!p flbr Ten ANSnPll'.YlTQt.W-'T~CGr"chU~oII:as..ntInfOnoptAl~..IUlDN300.POJo(""'5,"'E1Y~flON'. 8C Dead 1000 psf O.::.Spac.1n9 'rllC!t t.4l~_tlCS'IlvMW'AySH:E.ETr~WJGIl.......... 1..f~..'-I_.l'f"ClIrIDc:lrlld..'MI70.....,.Drw.M..1Iaft, Design Spec .4.~llnl'1.."-~'crnl_PIlprr~r""~'._..11I1~IIlr"-'.""'.!hrIKO..".._DC2D03tI : TOTAL ,q 00 ~sf DEFL RATtO: "" P-1.15 1.15 1.10 1.10 2- 0- 0 IRe .200] l!2_~D__T,~~LJ.~. rn m z --< '" -< '" o rn :I: o 'TO rn ^ -< --< :0 c:: rn rn '" -"" '" c:> <D <D o -"" '" ".. -< c.> o '" <D I\> '" ".. ;:: '0 ".. G.> m c.> - " - ".,-"-----=--=,-....--..........,,~. Job Name: A~SLOW .~ X.lOC lEA(1 SIIE ~EQ' D 1 1. 2-12 2ti8!i 1. ~D" 1.4g" 1 11- 9-11 1153 ~.SD" l.9:S~ Ill(; IttQJlltEMENli 5h_ ."II! b"O!d OR" 'IIr tM tr",s~ ...te.....l ..t lI!"c" b..ring ......x DCFlfCTl(lH (s.~"") : t~'J~.~..K~.. !o\n~U~) -0.13' Kl.X OEfLlCTlOl (Cll'lt) : ~'~.~."19lp... 'O~{".~l~} o.or CJ.I11CAL 1'UeU~: T<: c:::JIlP.'a.R.'1 TEM5.!o.ll. CSl 01.--1 C I.U I l~ 1.~!o C.21 1-2 .21 1.110 I tiC 1.~S C.2:>' ;p....) _1a~ l.Kl I ,~c 1_~' O.le )...& _llH 1.111 U 1.60 0.'. ....! -11U J.U I n J.Ml o.u ~, .2m\ :I.U I 111.60 0.1) 6-7 _ltot'I.UI 111.60 tI.lI '!( b4 [Fl fl Rt 2". DH n \tEe 2.4 DFl 5TNIltlMD ll...t>.~ ,heu ..'I_m1es- .....e per Nl:6. T,",~ Dr~Il;;1I n IHE C()IPOSIfE U:SUlt (IF 'IlllllPtE l<W> CASES. lO.lldtd tor lD "5" 1lOn.It.Of'C\l,rl!n, lICLL Dr,ill",. IIl1st M ,roYidH to ,_ilt pandin;.. Per"'""'t brae'II'il 11 r_.."tr.d Otv oUlers) t~ pr....tnt ratatioll/t:OllpHn'll' 5" '(!J,I 1-0] .lI'l6""SI/TPI1. l..ft Ov,J1J..nillh) .... not to be ~m<N!d-. (JVEIUlNf[;(5) IoMoY If. 51lO1l:fEHfD UP ro r RAX. I l.ft Ov.,h..n\ll 5l1ffit loa:l~n,.. (1.0 psf .~ --m' '''Mi L"o 0':4~ .JtI J.UI .'., .,a),!I.lll 111 L.n 0....1 .,'U _2Ol1. I ." 1.1l O.JE- U'" _Ii I.tol 'M' ..11 o.u "," _u I.NlI "" l.U O.'U D.l. .Y.l11.101 '" U, O.l& '" CD".CUI.I flJO.C1Ut. n! ... -lOll.1\1 ". ',", ',M ". .UCI '.1Il1 ~, 1.U .,,., H -110 t.1\1 'tlIl.8:l O.'Il1 .'. -l)JlI.l1l UJ 1.110 0.11 1.U .121.~1 UUl.IS ..., 4.11 .Nt I.U I IJ'J.liIO 0.16 1-11 -144 J.UI 4'1.liIO ')_l~ .." -113: 1.U 1 "1.15 0),051 ~" -ll.GeI HZ I.~ ?,)] ~" .\!~: l:~~~ " .,~ ).J1 ,.U Z0411.U ).SO 1~14 .11Jl J.U~I 111.'51) ).0 :)_3-1.& 3.3-14 -l ]..3-14 6.1.12 &'7-)'1 2 ~, 'J :r.".~ ,,' l'7.O() I "l' lG-~-o . . . . . ... . . . . .. . . . . .. . . .. . . . . .. . . .. . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . .. .,....".,......,..."~~........ --... .. . ~, , .Trun 110: ,,"$.D1 ~'!I1'~ prr Ilt!."tPl 1.ZlJ(Il ;-. .... this dniql :l!.u -"ot J1C(.HIIt fqi- 1&119 trrft. . :~_ doIp"'I1f~'" In..6i". tl:..~).lhn1~14 . _ _ "-s.ilJl'M'r "u.t oI.tCOUllt f.:or ".hu, .. Ilcle" 10 I,illl Q( o.ul1 Sheet f.r l'Iui",,_ ROT..~ional1'll1.,..nc:t Uo.:. IRe/ne un,," pl..u II'Ilue:. ""e bUM all tll!ith1l:i" iQ!D..cn/ll u r.wi R br.~U1( 11[)J .l.M A.ll II' ~'Pld IN ,.porttllll., oiVn.1' . .don....IOts th u.-:CIIIC:> U607.. .... . . . PlATlIlG D.Dlf fJtEO UPCER "'jl(lW .. (fId "'rrt;c.'~ ~~~'9ned for _1.,.& It..', onM blfllu;r."1 Ill""" I.. "'hili tllc.tr,,:t! p~'-i~ . ~~: :~~~..~;~~~.. t1::t~~ii:~. (=s.i~r~~~r: - ~_ta.~ 11.5-'5 ~-1H 16-4-2 HI......!') S' 4to-.~ 2t-2-6 , .. ""4 2.5-4 '. ,.. ll'un ~EACTIQ1(\~ S:J~rt CKWin6 ..."..-rtind : -151 l~ J -61 Ib r,is truu h i'U'linlld \11111' th. A5CE1-02 Wlul ~(,fiCildan Bldg E.oltlOSN a".,. IftllOtluu Futor .. 1.00 TnlH llXdian .. Not EracI lo."~ WurrfurejCoceoin lin... .. 110 bit (at.q:lry t I 1140 Lt~th.. SO.OO fl. li':l, Width.. 20.0lt ft ;;i"S~~..~d'~~.....n~:f&r:~'l~ ... lO~~ ps.t Dui,"" ... I'Illn tin" Fcrtllli Rr,htinou S)'ltlll In. c.on,Ofl9ilt:S ~,"1 Clad~iP9 :~~~~:~~~~~ cJ~6 .;q~~SItN Dh l.P1F l.lo!; rc Wrt: 6-t..OO 1- 9. 0 TC VlIlirt: 64 .00 O~ D. 0 ...... ..-t:. ~ KVIr-t . ..Type TCYu[ l( Vlrt 4.1".3 26,"" (~ !>-, //~T 3-4 5-7 2.~ 82 RELEASED SUPPORT ~ . . 5-2.t2 $-2.12 50:3_5-4 "'0 ,. &.3.3 11.5.15 "'-<LA " " oz 4_t~l 16-4-2 4_tQ-.} 21-2-5 ~rd:tI~J'=='~~~=-~N.'~f~~~~g::aa~~'~""12fJfd~~~~r~l=d.l WA1:lIl/INGR-d aN notes on 'his sheet and lllYe a copy of'/' 10 the E-=tlng Confnlc'07. ~ "lI;llni9IlIb"'lI1IhtlrllI1~~odbl-."""./Us"""~OI'~IlIO"''''ft~~ .A"t..~ ~"'cb<OIh-u-"'~r:vn.c___d~I..N-PII""""'I" ~"lIlDIlIIIiIrll___II:Ir.""""'-.x.y DnII_ ~...tnlllll..tlIed"'''~~_.Ir'll'oor''''''dfMVnlflllb'..DbIbllan n.tluMoa~_IIVd-'<nlIhll"'1ilNId1 ;ftlaf1lO......._...~....d'lv~lIr..bcIIlNIItrGadl..""M'lbAIr~ ,,..._JI8I""..... MOSHOFSKY ,--.............-.....--.--......----,-- - .~"-".,.,~toIIlCD'l ,.....,Cl'lttl:l....~...... n.....-..............., ~,,~ TRUSS ~_Nl...c.ana0le~~"'.._"'..~1"'....._-..-..._.n_F..._.:a,IIfIrdIo.1aaIl .( J ft.to ~ *: 1..,b=tilfl_IIIC1OS11.-a.........~IlInIfRll..kIlotnc._.aDNIlltc:r<W_I4IIlI.II....tornfN..__. c~1o Sp~~ngsr CSr80Sl01 .~Sl'1>l"'..WfCAI..........'....C'O'-II__~o.;g. QJllaNCCOtoFOe",uFlrv~llO\II- . .,.CI;I'.cu,_,CSl~ 1o'II:(1S" _~_~ n-"'-,,*_{1~."'''Y30'OWllo~.''_. TRUSPL'JS 6.0 VER: T6..ti.1 ~"""d)tl. "'-""-II:lInfa.._.._'A_c.-.~....,III'Uf..SGw.IIW._8lI:I..._.....DCJCmI . ,,,~ 4;11)...'\ l """'" ~4tj; 0: ,.. l1L9 48.4 o~ &0 I[.l.,c 6. 1~1l 6.,-lZ Qay: 1 ell"" ~.P1t 6f.OO 64.00 II.Lar 0- O. D 6- 1-U l'_in 0.71 0.1B ;r.-:-: D.OO .5--. .13 SHIP .;11:,7 ii: 0: i ll/ll 1,00 O.OD 'EJIj;P\HA!~ U~!.t:: ,-,!!,t11tJ) \ 512712005 (un ~ ANSLCW M): Ori'rll!_c...an5"LlOOOJ6_JOOO04 Osgn,.: .tLC.. 39 WT: 198' TC live 2S.00 pst DurFacs L-l.1S p...].LS TC Dead 7.QO pst Rell ibr 8nd 1.00 Ril!.p frbr G:wap 1. DO BC L1ve 0.00 psf Rep Ml:Ir Til!.I\S 1.00 ec: Qead ]0.00 osf o.CSpa.c.;n!il 2- 0- 0 DesiQn SPec [ft(~lOO3 DEFL RAllO: Lf2~O lC: L/2~ TOTAL ~2.OQ ost' rn m z -< lD -< '" o rn :J:: o 'TO rn Q -< :0 c:: rn rn '" -"" '" c:> <D <D o -"" '" ".. -< c.> o '" <D '" '" ".. '" -u ".. G.> m '" - '" . .. " . .. . . . . . . . . .. . . . . . . . . . . . ... .. .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. Ie z).~ on '1 IIC b~DHH WEe 11:4 on ~lAHDAAn R..,hr u Joint Q: '\IIIIt~i 1 ~.t fIn ",lIaiftl..lIGtiltiO'l.ll lo}~r..nu' UiP': THIS DtSlCN IS M O)4POsn[ lESUl T ()I" .....LI'II'LEt().lI>CASU. La,ded for 10 fl'Sf llCal\-(OIL(Ur,...1l1 B(ll . ~a}Dl.I~~; &TJd:t.c&tR~~gEt"'1l1"'9. . 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WIdMr\ n Oelilg/ll Spec IR{~2003 TRUSPUJS Eo,O VER: T6.4.1.~),1.flt f....-...-F_...,P_.____tOOSP...)._1I'I1tll."'_._.'S._.w__,!JCZlXO. 'TOTAL .2.CO psf bEF'L RATIO=_L/2'"'4P,.~kill... ~._- -- Job i\li3'mi!l: ANSlOW IRC X-lOC R[ACT SIZE RE(}'O 1 0- 1-12 1'974 )_ ~O' 2.11" 1 10- /)-. 22~? ;'50- 2.41"' liRe. ll;[Ql.!IIl:[tlENTS sh:nr1 ~,. b.uHl (mLY oa th.- r"JU INte,la' at ~a,t. bearioq ~ I)(HE.CTI()l (~p~") ~ L/fl! 111 IIIEJo'l 8-9 ('ll'''[) "-_ .O.DS.' D- -O.OS" 1". .0.14' ~gl~~~li~~0~~~' ~li! o~n 1-) -~H~ 1.15 I ~ 1.&1: 0.29 1_. .21611 1.1 I . 1.1K' 0.48 .-~ -} I.U I )J 1.110 1l.n ~-. 1.60 I 1.0(0 0.1\ 1~ ~~l~m'} TI~~71~tll D~U B.9 .111.1. i lJW1.~ D..... g'ID -n ~.<<l i 1.!l.' l.~ 0.11 ~:tl :~~ t60} rm ~:H) g:tl 'WI CCI'P.(CltK.)", TlI"S'jDlJl. ~1>l 1.1 1970,10 0.11 m~ :~il(i;ill! ~ilt* Hi S.U'llUl.U,' 111.&CI !I.U I-U' ."at.a! "1_6& !I.O!I ~ MOSHOFSKY 4_7_9 ,-"-, 3.9.7 3,.9.1 ~.9-1 4-7.9 .,ll.tO.12 12-8.3 16.5-9 20.3-0 II_Hl..J? I, 11-W " 2 . 5 " ~ .... ! 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U.... 5.50" 1.'10" BIlG REQl'IRE'4[Nt"S 1hO\OTl UP bued OtI/l Y on eh. lrun IIIIletbl at el~h bearhlV N/IX DEFlECTlON (sg;;'") : t~9!~J~.H[~ ~O~l]Sl~:) -0.]1' "i1....a:;~I::.~11 li..'mm ,n I.J .10lJ I.UI 911.100' ').?S ,.) -UH I.U' l(XI' l,ro; ".n ).e .wn I.U I 11' l,l!lI) ~.19 ~.J -un 1.ll/ lit I. O).IS i_I ,-llllll,U I 10) 1. "'.n I( <DP'f"'j' ~o.'5'I""'1 m l.. .'0 ]..eol 1'OD 1.U ~.79 ~, I H.B J.,:U 4'" "'10 I U2~ 1.11 o.n 1).11 'JeO.IiO)1 HOO 1.11 <:I.'" l~ ~!f.'~d t_. .J01. I '_lO .U ),iKI! '.IQ -164 I.n I 'T( 2.4 CFt '1 a( h4 tFL '1 WEB hot eFL 5T'-"OAAtr Refr:r to Joint :x: ~c:ai1 Sh..( tor MbhVllltot.&lianal Tol.r...nCf 1I1tli IRe/tee tr\lU olatil! Ylll.Ol:S .rt' I:Hised Dn ~:dC~I~~l.~~o::~ ~:~~~ ri: ~~. f'~b t~O] doUl~nU. Iud IS JC8J 1'16()7. !Ioti8",'''~I1'~'''"l,IOl)I' ... ijl" deslgrt" .. t ~(<OII",~'O' lc,4t! ten ~K depen ..t ldi"9 (c....p.. ...ilcllng 19n1fr rr 1 a~ouflt rOf" lII:Jllt. . flE.S:C IN'C.dlPOSITl!tRE'!1.'l'' ore M lTIPLI eMfS'o . . LOidf'd 10r 10 PSf non.tOl'lCurre.., B(ll. P\-'fIN(; IotSED ~ GREEN llJtlER. YALUB. . . .. .. .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . -~lil'i':"(,rjl ~~U H\ 1.11 l).U 'Ii 1.11 ~.n 16)1.110 0.11 !;,2.3 8.2.3 7.g.t3 16..1)~ 1..Q.13 23-9.13 " 1A.I)..(':. 2 J rroo- '4 Ul~~ 5 ,1,001 9.1-0 ~ 'O.5.Q S"3.6-4 ,all ~7.n.n . " , . 10-G_7 10-8-7 '(),6,' 21-2-9 ~.~.~ 32"''' 11 1M.] 3i!-O-C UPliFT A.(oI,{TItJ4(5) ~Upp3rt (&( ltI'1nct NDr.-liIl"d 1 .g] lb 1 .45 lb ~~El~oil~i:.d ~:~1f1~1~~~:~ the Bld!li E,q(.losed . Yel. Int:ortanu fld...,. ... 1.00 Trun to<.uhL'l .. Not. Ene ZOfU! HurriC.lII<I!/OCr.an line.. No up CU4!fji011' . II lid, lellith. ~_oo hi 8idg "';dtlo.. 20.03 ft "".I" N10f hel8ht.. U. 1ft, 'IlPh. H 'PI ~t.lltdard' CCUPin<:y Dead lOid.. 10.1 psr OI'i.igIMd as kli" wir"tll Fl'l'clI "'sininfji SIoi.t"'lo .and Cor.paMltlS oIInd Cl..ddin!l Jr1boJury ArUI .. &I sqf1. --I :0 c:: rn rn .' '" -"" ~ '" c:> <D <D o -"" '03-5 SHIP '" ".. -< '" o '" <D '" '" ".. s:: ~=f:j~n:w~;::,~~~'~~~~qr~.J\&~~~~=g~~~~~~~~\ WA NINGRead .11 notes,,~ tlrh sb..,UDd g""" Cf>py "fit l<> u.. Erecting C<>ntntC/or. ~ ''''__~IIt1t..~tII.IlIl''~fllIl_lIJQmD_'''.II--'IIIl. ..,,_. """""lIlINQlIrp:n.~ ..,........-.lra_""~--.cdfPl_U1>Io..Ii;rI*- No~II-.Nd""~~ DmI..... . "'IIbt~"'''~~''''lII'~~lI'CIIllItIIIIocaon -...........__..,.UtIN...lWll'I IoftbdIKl'*dII9' "'oraomlda.IId",~tlVo.__......~"".. __~. n......n_...e.."""dM MOSHOFSKY .""'''tJlnCIIlI'''"...''''''''-..........a....IIcIIMI..'''.. ....,..,.__......~_....d~.adlIlI. -.:I 1mcna........"....~rtCl!ClD'llmlllla...........IlrI:l__ tudilhJliIoVlft. ThlI~___Ilt......, "-": "':r ~ TRUSS ..-;""""lILa.....,................--.nIIDlU.......ID--' I.......____,...~ ...cIIr'cMII.'-......... 444.s ~,.th~rk Or ;l1d..._.,._...---'-_..~.n_.. IOhl.IIl'~~............_~hnT-'~. .Col(1 Spr,,'gs, CO lIOYDl .....O':SV'fPII."fJTtAt..WoQIll_(.cuocjd"ll2_bUuDl.lItI~_'IllJlOIrG.. . _ _~ WE1VM'~".tnoN', IElCSll-o:J)tnCI..cslSlMWI\oIV$O!tET$'..,.wrCA_TPl ......,_PIa ~1'''illl~IlY::l crOrlrho~ "'-'-\ T'RUSPLUS 6.0 V{f(~ T6.4.1 ~SJll. '..-~.rcnd_p"'~~'MJ.bo::NolI.llllt."sa-N'W,"lU:Iw..I'Ii..t:<I..xJO:l:ll Cu5t: AioISLOW 1lO: Drtve-c...~"541...l00006_100004 Ihgnr: ,flC .. 34 )/T, 165# -U ".. TC live 25.00 P5f Ol.lrFau L-1.15 P..L.15 G.> l( Dud 7.00 pSf Rep flIbr Bnd 1.15 m 8C Live 0.00 psf Rep Mbr Camp -1.10. "" Rep Mbr Tens '-.10 - , 6C D.ad 10.00 psf O.C.S~clng 2- 0- 0 ~ Ol!sign Spec: HC -2003 "" TOr.Al 42.00 osf OffL RATIO: L/240 'C; .L~, Jif:lb~ramll:At.isLOW '81le. X-LOC REACT SIn IHQ'O I 1 0- 2.11 1'1';1 S. ~D" 1.6'5" I ; ll- g. ~ lJU S.SD~ 1.iO. 13RLR[QUJRU'I[1{T5 S.I!(MI'IUf NsoedQlfll ;.ntl'l" trun.lluf!ri.&l OIt"",d !lea,il'lg" flAX (lfFL{OJOW (liPln) ; t~9~.~."'[~. ~O~OllSL~J .0.19" OI""tClit.."i0'8Vl FOIn~: 1~~ ~iS~~~ TE~ffi"m il~I 1.5 'UHj""jl U41.15(\ b.n }.. -12 1.)3, Hi 1. lI.n ~.'" .U26 1,15 I Ufol. 0.B2 ~.!1 -1l1l1.11 I 1011. 0,51 " ~!"ll Till!>. 0..11. 1:51 1.. - _21 1.o!iI i H4J t.n D.H 1-' -0l40 1.lIVi l'''Ill.C- 0.<12 l:.t~' -* 1.60, ~ g:; l:H g:~, lI-U -:~~~::'tk 1HO 1.11 D.H .. (IJIlI>. (::l:q~; r~,,<~, nt ... 0.11 ",. ~a(1.n)~: 9.11.00 O.t! ",. 4l!! l.n o.n J-U .-l~j~l:~~ U~ t.lD 0.10 4-11 lo.l21.U 0.19 '>-11 "6111..15);: lUll.~ CI.U '.u 2"1.21 0.11 ==..:.._,==...,.-,..,.."..,..,.::=---.-=~..,:= - TC 'll'4 :lFl n lie il4 en .1 WI:! .~4. [)f"l ~lAADARD ll.ef.... tll lo;nl OC Deu:il SIIItItt: ~or iii..:;;""" 1101"\;'''1'''..111 Tol..r"I'<1t I>u.d nn:5 IlfSIGN 1'5 TilE COIf'OSJTf RE.!IULl OF M."tTIPlE LOU (""!aU. L1lu:ll!d for 10 P5F I'QIO-(on(urr",nt 8CL~. ~a~:rB~u' ~ ~E(~dL~:"JI~:1~F.e"din~. 7.].9 ].7."1 1A-~n.1~ i I'7"iiO' g. .5 r 0.><> ~ " ";".7.!I 7.7.9 . . . . . ... . . . . .. . . . . .. . . .. .. . . . . . . . . .. .. . .. ~.,:--.~= . ... . ... . ... . ... .. .. ! -4'l.t!".-"....,~".==~_ Twss ~~: #/'-13-183 at",: ~'~''=-j IIilI We~VoK..",~qllir.d a1 .a(" lQ1;Jlt;~ ,.ha.... " ~ee stilndil d~t~'l! ~XMoa7101-0M"'vl) \i9ned pe s.l 1.1002... ,s.Hs1qro s il.c(ou.lt"'o"\a~t~r" .tl.. doepe fit 1 lid"" ((rllrp~ 11'11'''''''0 ~SitlHl!'f'" t,1If CllI" for ft.i'- . . I~lIB( tr"s P1..t~ "d~" Ar.~u.d en ~~t~'.h~lll:~o:~ ~~~~~1~ ~~.f'~~~c~ dOCl/Il'fIents sue, a. IO!} Il6D1. .. ...... . . . .. . . . .. .. . . . .. ..... ... ..... . .. .. .. ,1.3-4 1.(.10.13 ~~ 7-1~ 32..,0.0 4 UP\IFT R.(6,(1J<:t4(S) : !allfpott ,to: \Iiii'!" Non_wind 1 -1021b 2 -J41b II;~-Drop : 0.1-11 ~c:.7~Dr:'i~~ ~::~~~i:Jla~~ thl! al~ Ellcl(lSll!d _ "'.1, l"port"'lIu FJlcur _ LOO frus'5 l.oc:.tion " Not ~/I leIn" HurrtUH/Ocun Line.. Nit Ex, ColItelJClry " II 81.:19 ll!"1Ith.. iO.1:I0 It, BidQ .hl,~. 20.00 ft IIlNn 'oof 1\1118'11" 1<:.51 ft. npl\.. IS TPI 5Und.ard c~uPUlCY. Dtold load - 10.2 !lsi' ~rt::e~~'::i~rr2~1I~d~~ RU'.ltl/ujI ~ysU!n lrlbuu.r) Ar..a. 64 :sqtt 10.1-10 S"'IP i 4-5 7.3_. 24-4-7 ~1.tS,'-t..~ 5 -7001. . ~~~~~~~&;~O:Jl:~~;;~rn~~.A~~'~=~l;~J~~J&~~~g~l~rIIe\ WA/RNINGRead all no"'.. on IhI.. sheet end give a oopy of lIto Iha Erecting ConlnH:lor. ~ '","~sb;rq~~~,IIOl~""" n'"""lIN'l...._~lI'll"""~__..~1 lII'lIIIdDlllI..,~-...thrEUoolll1l""'alfPl_"'PA"",,,""" N:o"""'NrrIl_"*'ltIr~_.".. DftlIIiolll _b..........~......._..-.r-._tItIlIl...'*lII_~-.~ '"'-~...__~...\I'IIb.,. ~00I......IlII~-..--'.........tJrsDsed~1l'II:liDl:.tuUltla:ollll.......~~ n.-"_lhIthil:/lll"", MOSUOFSKY ..J...'...bQQId..,D....cr/bclt~.",llletl:ft;md'alll" ,._.IrJ...ngb~IlVIIIW.......lftahdft.___ n' ra.d.e.~....".b.....,~Dl~_.....""''''"_~.... ",............IfI..IIIlf..-.alnarrt ~ TRUSS .....-I_..t!\Ii.....auMltot~_d""'~k>"tefd1911oolftd,V_mnnK:llJIP'*__ F~."""'...... 4.f-fS NDrtflp~rk Dr. n~Jtosll"''''~_'''IhlIIDIliJIooIlO$llIfW3;Wd1 .bioW",cI-.pOlfat~~""'."lIIIdI'rDI1T~~ C070 Spnng5, CO <'10907 ....\'S~"I',..,..'WT:Al.-WoodT_C'.auldorl....rQ!bl1lSwdllnllln~itI..IlUIlD..COMPON~NT~..~"'...,....... l&C51' o::I~_'!C:Slt;UW_'rPUiT$.brWTCA "~I ,..t,_ PlallmMl(n'lI.IrcaIIol_$l117~o.o...~n TRUSPlU5. 6 {) 'yER; T6.4.1 ""-":;~~~~~"'_nFGul_p_~;'JAr"""<Sbc8IW"1l1".lIP>lOftl.~~II;1O~CCllllJJe 'l."..... 'J .4 .'. "... 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R )t) 8 d 110 .....e.-ai_.l\rIft<;ll""'-''OI_......."....,Ia__~1t''fIII n..1:aniDfII"'~.....IIt__...... TC Dead '1.00 psf I!p r n . h...,-",I'I TRUSS ----......-...-'--d..__.~,n....vor_mtI_'lIr_--... flMt*l!.'-':llll._ BC live 0.(1(1 pst ~p Mbr eo"" t.l0 444S" NcJrtnlMrk Dr .I..,........IIIt'OS..~I_......IhI~-.......,'....._~~A............~_frlllqO..... Rep Mbr Jens 1,10 (010 Spnl1g:lo. CO 8o~C}7.ANsnpl...'WTc.al. ....'aM"...Qru<IdI"''''-cI~Cllttl;lnA~.-.ultntOC(MION!..T...FEI'Y-tl'CIRIl,&A'1ON'. BC Dead LO.CoO pst O,C.SpaciT1g 2~ 0- 0 TRUSPLUS 6.0 VER, r6.4.u~:::~..;:;~:=;;:~.':..--=:;:~',':'..;~::.=~.:~":.:.:';::c-;;. TOTAL 42.CO p.f :~~9:"~i~~ L;~;~2~; 1I2~ 1_'9-0 19-(1.8 ""-' .; f'1]i) ....1\." J.4 '5 1011.1),_'" . .7.001 7' 5-' ,.5 j ... '-4 ... 11-1.01 1!-1-0 SHIP /~ ......." r t.~-o 1 4-6 4-4 2.3 111.0 2-3 .2.5-4 ..~ ~ 1..... ,..... 1.5-4 --< 18-8.0 ~ '0 , p 1f :~~e 13 .. J ~.... 1.0.0 J 3.9-4 ".0.0 . , - rn m :z 4 "" -< s:: 0 rn I 0 TO rn Q --I "" c::: rn rn '" "" ~ lJ> a> lD lD o "" s:: )> -< ~ o '" lD J\:) ..... l> s:: -u l> o m ..... ~ ..... I~ \ \'''\ [,- '. Ii " i + ; I i , Ii , r-- 1__- .6.1 ;: 'I I, i: C1 i-r- C2 i n------C3 I. , - __.________ _'.1 ! I C4 Ii I I I ~--"---- I . ;r. j-.----... - ..,. I: !.... ~ - .. n.: i Ii," . ! . . r~.'- ~~... ! ~ I ; I. C4 ,.-.--.-..... '---'-"'--'- --_._. ..-f! _"_m _ C3" ___.+--'- j ~2 ~ I ~. I , , (<1 "'-1 'I , I L. I L. ~ II _ '. " .' L.....o.. i :1 , ~i[' __=-=~::- ... .-.- . ---~.~. ~~_.- (- _J-- I '^ ! il. ~- .'--' 1- , .~,. r[ 1\ I '\ , . I 1.-. fl V ~ 3~\ld ~~\I~~:6 50- ~C-A\I~ ~ ~l>06 669 ~l>5 .. . ---- . ----- . , 1 I I D1 ____ D2_~-_-~ . :'3 ____ I ._--_.~-- -- ------; D.,' I ..... 11 ..______.....J "~ri.,.. ......J '171 .......1 _dO' -,._-- ~- '! I ! . '. , . ..~ .. 1;_ -i..--_ . .. ':: I '..... '(l) '.~_.,-,= /~ .. .. . . .!- 0m ~ ..... c~ ~. . .... ~ .~~.. . .. rv ....... . . . ~ "... . ,.v ~.. '" {; ..,.... :...:. \\' J . . ............ 0.. ....... ,. . .--.. .... . .. .. . .... o 0 .... . ... o . 0 .. 0 'I~ : ,..--' 'I I -tr-. [1..;--.. ._...,: i. I I , "\ \~ ~':-ui p I i' u_-.~ _ I ;1 _J--- un I : I j {1 83 82 _81 _~ r ----] , ..___.1 .... o o o .... ...... . . .... --7 1: ~SSn~! ~S~OHSO~ 'AS !N3S I ' Roof Beam! 2000 International Building Code (97 NDS)] Ver: 6.00.63 Proiect: E Hampton - Location: Family rm window hdr Summary: 5.51N x 9.25 IN x 10.25 FT 1#1 - Douqlas Fir-Larch - Dry Use Section Adequate By: 2.7% Controlling Factor: Area I Depth Required 9.01 In Deflections: . Oead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loadinq: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Wall Load: Beam Self Weiqht: Slope/Pitch Adiusted Lenqths and Loads: Adiusted Beam Lenqth: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #1- Douqlas Fir-Larch Bendinq Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension>: Adjustment Factors: Cd=1 .15 Cf=1.00 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TWl= LL2= DL2= TW2= Cd= WALL= BSW= Lad~.. wt,= .. wO adl= - vlJ-::!-.. . 0.13 0.19 0.31 2242 1511 3753 1.09 10.25 0.0 o 480 360 25.0 15.0 17.5 25.0 15.0 0.0 1.15 20 12 10.25 FT 4ili.. PLF ~g~. :PLF 732 PLF Fb= 1:J~".:.PSI F,,=. . 85 PSI 'Ii=. . 1600000.. PSI FcyerP4. ~.: PSI ...... . . Fb':. . Fv': ...... F.",!..- Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: 5.125 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= V= Sreq= S= Areq= A= Ireq= 1= \l 1553 PSI .... . . '98'. PSI . ... . .. .. . 9618 3228 LB 74.34 IN3 78.43 IN3 49.53 IN2 50.88 IN2 332.67 IN4 362.75 IN4 IN IN = U657 IN = U393 LB LB LB IN FT FT :12 PSF PSF FT PSF PSF FT PLF PLF ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... FT-LB By: Gordon Anslow, Anslow & OeGeneault, Inc. on: 04-21-2005: 2:28:41 PM Proiect: E Hampton - Location: Deck beam - long Summary: 3.5 IN x 11.25 IN x 10.0 FT 1#2 - Douolas Fir-Larch - Dry Use Section Adequate By: 0.4% Controlling Factor: Section Modulus I Depth Required 11.23 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearino Lenoth Required (Beam only, support capacity not checked): Center Span Rioht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span Lenoth: Center Span Unbraced Lenoth-Top of Beam: Center Span Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Totai Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: #2- Douolas Fir-Larch Bendino Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Ci=0.85 Fv': . Adiustment Factors: Cd=1.00 Design Requirements: Controllino Moment: 5.0 Ft from left support of span 2 (Center Span) Controllino Shear: At a distance d from right support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD-Center= LLD-Center= TLD-Center= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL -Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-Top= Lu2-Bottom= Cd= U U wL-2= wD-2= BSW= wT-2= Fb= Fv= i~.. FCJl"'1'= .' fJ!'tto.. . Fv'= . . . .. ~ . ...... . . ". ."r... . . .. .. SreQ= S= AreQ= A= IreQ= 1= 0.04 0.12 0.17 1750 623 2373 1.08 1750 623 2373 1.08 10.0 0.0 10.0 1.00 360 240 350 115 10 475 900 95 1600000 6~. . .. .. . 968 :.!i~:. PSI . IN IN = U962 IN = L/710 LB LB LB IN LB LB LB IN FT FT FT PLF PLF PLF PLF PSI PSi..... PSI . . PSi..... ...... PSI . .. . ...... . . .. ...... .... .. ~~~Z : FT-Lfl' '. .... . . ~~4E!.. LB ..... .... . ... . ('. .. . 73.56 73.83 30.72 39.38 155.40 415.28 ...... . . .... IN3 IN3 IN2 IN2 IN4 IN4 Uniformly Loaded Floor Beam[ 2000 International Buildin~ Code (97 NDS) 1 Ver: 6.00.63 By: Gordon Anslow. Anslow & DeGeneault, Inc. on: 04-21-2005 : 2:01:30 PM Proiect: E Hampton - Location: Typical floor beam Summary: 3.5 IN x 7.25 IN x 11.66 FT 1#2 - Dou~las Fir-Larch - Dry Use Section Adequate By: 2.0% Controiling Factor: Moment of Inertia I Oepth Required 7.2 In Deflections: Dead Load: Live Load: . Total Load: Reactiolls (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Unbraced Len~th-Top of Beam: Live Load Deflect. Criteria: Total Load Oeflect. Criteria: Floor Loadin~: Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two: Live Load Duration Factor: Wail Load: Beam Loadin~: Beam Totai Live Load: Beam Self Wei~ht: Beam Total Dead Load: Total Maximum Load: Properties For: #2- Dou~las Fir-Larch Bendin~ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1 .00 Cf=1 .30 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Controllin~ Moment: 5.83 ft from left support Critical moment created by combining ail dead and live loads. Controllin~ Shear: At a distance d from support. Critical shear created by combining ail dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb= F.v;:. . . E= . Fc_pe"'= . ...... ~b'= Fi= . . .. .. . .~.: .. ...... .~.. . SreQ= S= AreQ= A= IreQ= 1= 0.13 0.25 0.38 623 328 950 0.43 11.66 0.0 480 360 40.0 15.0 2.67 40.0 15.0 0.0 1.00 10 107 6 56 163 IN IN = U560 IN = U367 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF 900 PSI.. ... 95 PSI . . 160011li(i. PSi..... eij2e: : PSI..:..: .. 1170 . . . ..... . 95 .... . .. .. . 2770 .... . . 8!!' LB . ... . .. .. . 28.41 30.66 13.51 25.38 109.00 111.15 PSi...... . . .. PSI ..... . . . .. .. FT-LB .... . . . .... ...... . . .... IN3 IN3 IN2 IN2 IN4 IN4 Floor Joist[ 2000 International BuildinQ Code (97 NDSl 1 Ver: 6.00.63 By: Gordon Anslow, Anslow & DeGeneaull, Inc. on: 04-21-2005 : 2:50:12 PM Proiect: E Hampton - Location: Short deck joists Summary: 1.5 IN x 5.5 IN x 5.66 FT (1j) 24 a.c. I #2 - OouQlas Fir-Larch - Wet Use Section Adequate By: 39.1% Controlling Factor: Section Modulus I Depth Required 4.66 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Joist Data: Center Span LenQth: Floor sheathinQ applied to top of joists-top of joists fuliy braced. tiye Load Duration Factor: Live Load Deflect. Criteria; Total Load Deflect. Criteria: Center Span LoadinQ: Uniform Floor Loading: Live Load: Dead Load; Total Load: Total Load Adiusted for Joist Spacing: Properties For: #2- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tensionl: Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1 .30 Cr=1.15 Ci=0.85 Fv'; E'; Adjustment Factors: Cd=1.00 Cm=0.97 Adiustment Factors; Cm=0.90 Fc'-perp: Adiustment Factors: Cm=0.67 Design Requirements: ControllinQ Moment: 2.83 Ft from left support of span 2 (Center Span) ControllinQ Shear: At a distance d from right support of span 2 (Center Span) . Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD-Center= LLD-Center= TLD-Center= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Cd= U U LL-2= DL-2= TL-2= wT-2= Fb= Fv= E= Fc-perp;:. . , , Fbt: . ...... Jl'v'= t::'_ ..- , , " .. , Fc'-pem= ...... , , .. eMlFe. . , , .. .. V= SreQ= S= AreQ= A= IreQ= 1= 0.02 IN 0.06 IN = U1046 0.09 IN = U761 226 LB 85 LB 311 LB 0.50 IN 226 LB 85 LB 311 LB 0.50 IN 5.66 FT 1.00 480 360 40.0 15.0 55.0 110 gOO 95 1600000 625 .... 'rnt : PSI , 92, PSI ...... 144"000 PSI .... '4.1d : PSI PSF PSF PSF PLF PSI PSI PSI PSI ..... , , ..... .... .. , , .. ..... . , , .. ...... , , .. .. .... , , .44tr-. FT~LB. .... .... . ... ':1&1' : LB 5.44 IN3 7.56 IN3 4.26 IN2 8.25 IN2 9.84 IN4 20.80 IN4 ...... , , .... Bv: Gordon Anslow , Anslow & DeGeneault, Inc. on: 04-21-2005 : 2:32: 13 PM Proiect: E Hampton - Location: Deck beam - short Summary: 3.5 IN x 7.25 IN x 9.83 FT 1#2 - Dou~las Fir-Larch - Wet Use Section Adequate By: 1.5% Controlling Factor: Section Modulus I Depth Required 7.2 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearin~ Len~th Required (Beam onlv, support capacity not checked): Center Span Ri~ht End Reactions (Support B): Live Load: . Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span Len~th: Center Span Unbraced Len~th-Top of Beam: Center Span Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: #2- Dou~las Fir-Larch Bendin~ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1.30 Ci=0.85 Adjustment Factors: Cd=1.00 Cm=0.97 Fv'; E'; . Adiustment Factors: Cm=0.90 Fc'yerp: Adiustment Factors: Cm=0.67 Design Requirements: Controllin~ Moment: 4.915 Ft from left support of span 2 (Center Span) Conlrollin~ Shear: At a distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD-Center= LLD-Center= TLD-Center= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-Top= Lu2-Bottom= Cd= U U wL-2= wD-2= BSW= wT-2= Fb= Fv= Ii... Fcyetg= .' ~!... . Fv': . . ~'=. . .... . FC'Jle"~4. .: .. ...... N:!..- v= Sreq= S= Areq= A= Ireq= 1= 0.08 IN 0.17 IN = U712 0.24 IN = U485 590 LB 276 LB 866 LB 0.59 IN 590 LB 276 LB 866 LB 0.59 IN 9.83 FT 0.0 FT 9.83 FT 1.00 360 240 120 PLF 50 PLF 6 PLF 176 PLF 900 PSI 95 PSI 1600000 PSI .62!t. . PSI .. . ..... . . ..... ...... . . .. 845 PSI :.ge.:. PSI . ...... . . .. 144Q.lJOl:t.. PSI .. . 419 PSI ...... . . .. .. .... . . .... . . . .... 2~.. FT-LIi..... . ... . . . .. .... .. . 762 LB 30.21 IN3 30.66 IN3 12.40 IN2 25.38 IN2 56.23 IN4 111.15 IN4 By: Gordon Anslow, Anslow & DeGeneault, Inc. on: 04-21-2005 : 2:27:01 PM Project: E Hampton - Location: Deck joists' Summary: 1.5 IN x 9.25 IN x 13.66 FT (10.7 + 3) I #2 - DouQlas Fir.Larch - Dry Use Section Adequate By: 24.4% Controlling Factor: Section Modulus I Depth Required 8.29 In Center Span Deflections: Dead Load: Live Load: Total Load: Right Cantilever Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Center Sban RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: BearlnQ LenQth Required (Beam only, support capacity not checked): Dead Load Uplift F.S.: Beam Data: Center Span LenQth: Center Span Unbraced LenQth-Top of Beam: Center Span Unbraced Length-Bottom of Beam: RiQht Cantilever LenQth: RiQht Cantilever Unbraced LenQth-Top of Beam: RiQht Cantilever Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: RiQht Cantilever Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): . Properties For: #2- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Ci=0.85 i 1 f Fv'; Adiustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 5.223 Ft from left support of span 2 (Center Span) DLD-Center= LLO-Center= TLD-Center= DLD-RiQht= LLD-RiQht= TLD-Right= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= FS= L2= Lu2-Top= Lu2-Bottom= L3= Lu3-Top= Lu3-Bottom= Cd= U U wl..~=. . . wD!2= . B3~ .. wT-2= wl..~=1t.. wD!3'= . BS'f\b . . wT-:f=e. . ...... PL 1-3<= . PD'~'!' X1-3= Fb= Fv= E= FCJ]erp= Fb'= Fv'= M= ControllinQ Shear: At a distance d from riQht support of span 2 (Center Spall) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): v= . Sreq= S= Areq= A= Ireq= 1= 0.03 0.15 0.19 -0.02 -0.14 -0.15 426 109 535 0.57 700 230 930 0.99 1.5 10.66 0.0 10.66 3.0 0.0 3.0 1.00 360 240 .ao. . 'e . ."3 . 103 . . ...... . .ao. . ?e . ."3 . 103 .... . . ..i. .20. . . .~.e : 900 95 1600000 625 968 95 PSI IN IN = U828 IN = U687 IN IN = 2U517 IN = 2U465 LB LB LB IN LB LB LB IN FT FT FT FT FT FT ..... . . PLF..... PLF...... PLF . .. . PLF...... . . .. PLF..:..: PLF.. .. PLF .... PLF. . . .... LB LB :....: FT .... PSI PSI PSI PSI PSI 1387 FT-LB 523 LB 17.20 IN3 21.39 IN3 8.26 IN2 13.88 IN2 68.85 IN4 98.93 IN4 HNo Yf'l:lfl:K PE. P.C. 40 W. 11th 5uIU A EUGENE,OR 97401 (541)6&3-4251 S' WALL Rev.3lZ1l95 H. f'feW... Rev.7/21/94 JoIc Ang .................................. 1.1 CONCRETE BEAM-FLEXURAL CHECK ONLY INPUT DATA ................................... . CONCRETE Fe' ................................... . STEEL Fy ......................................_....... . UNFACTORED MOMENT, Md ......... . UNFACTORED MOMENT, MI.._..._. . FACTORED MOMENT. Mu ..._....._._ . BEAM WIDTH. I>w ................_....._.... . EFFECTIVE BEAM DEPTH,d ......._.. .................................. ---> USE LOAD CASE NO. ._-----------------_..~-- . 1.4 Md + 1.7 MI ---> 1 . 1.4 Md + 1.7 MI + 1.7 Mh ---> 2 . 0.75(1.4 Md + 1.7 MI + 1.7 Mw) -->:3 . 0.75(1.4 Md + 1.7 MI + I.B7 Me) --> 4 . 0.9 Md + 1.:3 Mw --> 5 . 0.9 Md + 1.43 Me ---> 6 ,.------------------------------------- CODE MIN STEEL ................................ CODE MAX STEEL .........................._... (Fe' <= 4000 1'51 & O.75lc6alance) CALCULATED Ai; ....................._........ REQUIRED A5 .............-....................... (IN LIEU OF CODE MINIMUM) PROVIDED STEEL. Ai; ......._................. Rn ............................................................... O.9D><Mn .._................................................. Mu ............................................................... 12 O.9D><Mn > Mu --->()l(. .................... r:n ~..J ....... 2.50 ksl . 40.00 Ic5I . 0.00 k-ln . 17.2a k-In . 29.:3a k-in . 12.00 'n . 5.50 In . -' . APPLIED o o o o o . . . . . project: EAST HAMPTON proj.l #3012 data: 5/6/05 0.00 . .... . . .... . . . . . .. . ....... . 0.33 In"2 . . ...... 1.5:3 In"2 . . . . . . .... .. . . . . .. . 0.15 In"2 ...... . . 02.0 In"2 .. .... ...... . . . . .... .. .. 0.24 In"2 ( M4 "0" ole) . ... . . . 0.14 k-lnA2 .. . 45.a9 k-In 29.3a k-In -::1-1 ).l":I....T-::J.......I ""H-l /C7.bj:'AcaTbC ~7.:~7. ChhT/~A/~~ ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... HAL PFEIFER. P.E. 40 W. t7th 1 SUITE A EUGENE. OR 97401 ~1) 683-HALf' proJ8C;~: EAST HAMPTON proJ. no.: #3012 date: 515105 6' CANTILEVER RETAINING WALL BASE DESIGN DENSITY OF STEM 150 PeF STEM HEIGHT 6.000 FT STEM THICKNESS 8 INCHES DTM => eASE HEIGHT 6 INCHES M5E WIDTH 42 INCHES RM => ASSUMED TOE LENGTH 12 INCHES DEAD LOAD ON WALL 100 PLF W=> SURCHARGE ON 50IL 0 P5F SOIL WEIGHT 100 PCF 1/6=> HO~NT AL PRESSURE 40 PSF ALLOWAeLE SOIL PRESSURE 1200 _ e DEEP r => SLIDING FRICTION COEFF. 1 eMCED . = > 7.02 INCHES oONOT IN MIDDLE THIWo SOIL PRESSURE AT TOE => OVERTURNING S.F. => SLIDING S.F. => MOMENT AT eASE OF STEM ,,> SHEAR AT eASE OF STEM => PSF 0.1(. 0.1(. 0.1(. 17.2& "It 1100 2.31 2.44 1440 720 Le-FT L65 AD ~t1~ ':1.4 ;:..r::!-lT":l.ol...l ""M-I MAY 0 6 2GDS 1&31 Le-FT ..:..~ I,RI:It 1~.'""", 4234 Le-FT 206:3 Les 7.00 INCHES ..... .... 0 . ..... . 0 .... . . . . . ...... .. . . . 41.95 INCHES...... .. . ...... . . . . ...... .. . . . ..... . . . . .... . . .. . . . . .. .. .. . ...... .... . . . .. . .... . ...... . . .... . . .... .. .. ...... . ... . . . . . .... .. . IC7.bI='RQTbC ~7.:~7. ChhT/~~/~R proJ. #3012 jlJl.~ '" ~ jole~ . .. . .. jDl ... . . .. .. .. .. .... ~. .. ........ .~.. ..... .... .... ..... ....1:... .. .... .. ..... - -t , block let (2) jole1Oe .... ..uoJr;. ...: II .... .. ", ...... ~: ::: ~ ~ -, ~ . , --- C1ILL .. ~~... ..~, ~ ______ -, \"WF ...... VlEWnUa.PICULARTOJOI9T& / I 'j-' "-~2X&P.T..III""'u . . i.. 0.. .. eI 'h" A3elrt..ehllloGk wow r-- / 1 I ~ .. -= .... c .... t 6/&" X 10" A.&.'e 24 ole -- r ~~.:~j_.;!.~~L_m~'u.uunLnn.~~m....Lu. ~ -;-" ~IIIIE~~=III1;; ~::-t-:.~:~._m.~:nnu1.u...~u.)un opclotuIl wate'l"'OOf me...... "..' n..._u..u......mu......."m........u...u.;.......m.......m'..... ~: 0 000 .....~j'rZ~'..f..~2"..-1m~u+..n Mnrehorlz..'2"o/e - _. ~ 0 .nftl~iOii8:.r!..8.l4iiiiren4....;;T.... verClGal Nlrar --- I> 0 :::::::::::::::::~!~T~~~ji;1:~:::T:..~t.:::r:: ----- 11 0 c> o 0 51TE 50lL5 BY OTHER5: , rebar min. (lrade 40 oonGrftB minimum 3000 pel (no epee;. lnep.) hGk of wall to be well drained ~ IIIoGIdng IIIoGldne 1I1mP.lJO!! A35" ...jolet ""- or niln. 24" ole " wall her,ht .--" -::::::- -0 . hold (IJ center of wall & u c." .' . :., WIlli uJ v '.' p. .V .~ -' ~ 4. dill ptrf. drain tl~ wI 01*. el~_k eloped ~ outflow (cover wI I&" round rook) 0000 /~h.nd~~ (84'1-- 40 W. "'" 8utN A '....... OR 8'MOI dowele o o ___ &ACKfILL WI CLEAN ROUNP ROCK" OPTIONAL FIL T. FA&. WRAP .. ~HAL 1'FEIf'~~:_ ........ lIouItIu - ~ EAST HAMPTON 100000on: SPRlNGFlELP. OR .tau: 615105 proj. .3012 tall stem wall . -" Max. unllllppllrWd 0.' ..,,' r::.: '--' . i.. 10" fooClne ..~ .. 2Of\ ~:...:.. · .L / I>'.'~..,v i ;;1111~1I11'::-:' footIne IoneltudJna' renr , ~.... ,__ .. ., c;_r undleturi>ed eolr ' wf<fih (dependantl on uneupported "nllth) i :l 0000 000 o 1"=11-0" apprO)(. 9TEM4-6 .., w .., Ul U1 A .... '" '" W A .., U"' -.; ~ 0 - ...J D.. :;) Q b ~ z 0 1: Q T IT .... T !:: 1: IT 1: ~ " ~ . .. .. .. . ... ......... ... ......... ... ..... .. .. . ... ~ : ::. :.::. .....:::~:~:~::~:~L::::~::::::;:::::{~::::::T::: ~~\~ I :-. -::. : :..~-..._........m..~iiiiT......8.........r.......&ii.......T.... .A.\J, ,,", - ~ ... .:.' :. ~ :. :....~.:._.--.......heefT.....16.......--1-.....2r--...._.~-_...-.- ". OREG4N ~ ......n+-. ..... .h..........;..................--~...---..--.--....---I-.... cr( .. ~ mu. acUFT AWAY ~.!,......r...;..~~.~....L.~....:.... ~'fl." Ie. ~ ;.j eo' 1 I : - ~ '. .:: ~:: E~:;:::~.~.:iZ.1.c:~n;h~"J... "'FE~ft <D ~..,: : ..:~..~~j;T'~2"...:...~...r... t1Ay 6 2wJ5 g' =1I11=1I11~ .............................-r.................1...................:..... EXPIRU 1213'106 :;: "- 1111;; ~1I11;;1I115 ::: el '" '" Ul ..... vertloal.....r ---- -.......... p 0 11 00 __:0 ret~'ning wall ~ -- 0 1-=1'-6'" approx. MIN, LAP SPLICES: 14 DARB . 16" --- 0 16 DARe = 2D' hold 211 ~18ar this fa~e \7 '.' p. :J .V 0 50" doMllII . ~ 0 --- ~ .." d.. perf. d...ln t1101 wI o~ flits _k _ ~ eloped w outflow I (_ wIle" round roclc) fooSIne tDp ...... " 0 0 0 0 " ~ ~1!'CI...r ...IP . ..-;. .r; '":. '" .' / 00 0 harl/Urowl ~ ~\~'r:.:l..J.~ o<6~o ~~ · ~ +. : '0 ! .. ,p.t:'" p.........v, ..... P.' . / proJ. #3012 FOR USE ON THIS PROJECT ONLY DO NOT DUPLICATE .....--- ----- o~l_u",-r mernlnne .":': p. .V '.", 14 Ira... horlz. .12" ole - -.... 0 WIlli h.~ 8 " concreU WIlli ---l: I 12" .L / footlne Ione1tud1n.I rel>.r we wall i f '+ 0000 00 o ~. = 1.000 pet -ten SITE SOILS BY OTHERS rel:1ar min. 8raM 40 c;onc;rst6 minimum 3000 pel (no epee;. In.p.) !Jack of wall to N well draIned ,/"" DACKFILl WI CLEAN ROUND ROCK'" OPTIONAL FILT. FA&. WRAP ~ :Jl '" ~ ;ll (lM"- .eow..,........" EYflMoa "'401 1I11~ ~11II=1I11= ___ I '- 3" elar ......ueturl>ed _I project: EAST HAMI'TON 1oolI1:Ion: SPRINGFIELD. OR d.w: emlor, proJ. .8012 '0 J> Ol '" (Sl '" heel CN1al466 d 00000 ~ ' 2"elellr -OV'" 0' / J"', ~ - .~ .r.V.. 'I> . .... ~"" I 1111= =1111;;1111= -=- undletwtoed eoIl or tcmeltud1nal .u.1 - S. e....r .nglneered fill proJ. #3012 30" ,... wall doni. 012" 1 e. \ 6" rMIN.4.....,15"1e....'Ita't ~. I or 14 · Z4" .... 'Ita't o 0 0'. ~. 0 I, , "\ 4~ .4"'r~ ~ Z4" ~~ '. .. 00 o .4...", horlz. . 12" ole - ___ · . ' vertlclll .......r --......... . max. wal h.rs~ 0 0 0 0 00 00 _- 5/4 roUM or g 0 g 0 _ -;::;::.. - -- poa Sl'lmll baelcflll - 2" hol~ - -. COfICI'lIl;e nil 0;-- t ' o .' C> (l: .. 2" x 2" h8..lUrowolaGl ~ It1rIp .. :.- . ~./' 4. eM. perf. dl'llln ~IeU '\ · ~ Il ~ min. Itil. ~ . .. .. .. . ......... ......... ..... .. .. . ... . .. . ... . .. . . .. . . . . . . . . . . .. .. Oil W .... Oil W .... .... Ul Ul '" .. .waIlNle~Ll0 n m-i eFT. mmc. 6 FT. mmc. j 4 FT." UNDER ~. ~::::::~:.~:~iii::::~.:::::::L:::~::::::::::::::~:::::::::L::j~..::::::::::::. . .:. .....Ir~. -tr l 10- 8U 1 8- nnve.1:iNj'j.jji;.;:"r"I6Wuu r ..ftlj;i'.... .....1j.i2"uu..1.u..~....u.... ..... h _... ......h. ....._ _....~. n_. ._._ _ n_""_ .~...... _. n n. n ..... _. .'.... - .._. _... ,_. "'j_' ___.... n.. n - _n_......_ :'. .~.~:.~~,.!J;~~iJ~I"lIJ~.~u:.J~~I"lI..... . . .....-----...i.-~.!'....:...~...........---.~............. ------- .......... ..._....n... :......n ----....-....--.... ... .. ~. 1 .0 W '" Ul TYPICAL SECTION GARAGE RETAINING WALL '" " .... " a: '" " ,~ U' , 1".1'-0" Af'f'ROX. 2" hold "p ......r min. 1&" nsoomm......... enlek COIlWDIJoInW 1112' ole HAY 0 6 ~::5 mea nil dun"" fllI..l'II4l'd. .11_ min. 14 btIJe curing '".'!. . IoUlns ......r..S,...."eo . collOt'8k.. 3000peI (2!lOO ...." I no .poc. l...~) , srgwr ttuln e. compacWcl fill roqul.... "poc"llnllf*ltlon FOllOW 12131/05 ern: PREP SPEcs. BY ICAA ENGR. REPORT ~ ~ " I- ~ ~ ~ EXPIRES 12131!06 ...'" - 24. 6' 6.... rwqulrN. e' " 10' nil. HAL PFEIFER PE. P.C. Coneultlne Enelneel' Bulldlne Peelen GAIt-vTD u _ _ (541) 6&3-4251 40 W. 17th Sulk A Euee"" OR 97401 project: EAST HAMPTON date: 5/5/05 proJ. #3012 ~ C l PROJ # 3012 J EA5T HAMPTON HAL PFEIFER I'E. r.c. 40 W, l'hh LATERAL WIND DE5lGN g= 1.00 f'1WJlCTID ARJ!A "'ETHOO Iw= 1.00 '04 OSSCA pe:30= 14,20 p8=911lwlC p~ pe=1 14,20 ...-- W WI 100'1"""_''''. L ? ..._~...ot.."", -... A :562,88 ~.-ron..o V=pX ^ 5.152.90 u""....,..-ft. of.. v=V/L ERR __IooII.Io.....IIft. DLV .......~ ,.......11..._. DLVlfI; X .5 ....unlt...r,...ft.t1f.... net" "'0_1(.) ..DInt(.) _N<(~(..h) .tar ..II ........ ~--_... ..II ratio raGtIol'l .t..Mhcw ~004_.._ --..... Nt;......... .,... .nch..... H L' H/L' R=V(H1L) DLO DLO X ,67 Rna ? 0.00 ERR MI.mle co~. MI.mlo conm.1e """'mle...nm.1e WI ? 1 ERR ERR ? 0,00 ERR """'"'Ie conm.1e . .. .. ...... ...... ..... .. . .. . .EClGENE. eR .. . ... ... ... ... ... .. . ... : (e..I).~ '" w , '" w , .... u: u: " .. . .. . ... .vg . .. . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . ... . . . lpef W2 . . wa" .. .. W4 we . . . . . . . . . . . . :.. &4.50 ? . . :3O.~O: .. 20.50 . . . . . . 393.12 . . .289,~ . . . 603.50 313.82 5,582.:30 4.113,46 8~,70 4.466.24 ERR 1:56.21 101.42 217.36 t~ '" '" " (J " .. o a " " t. (J ? 141.48 132.68 129.66 0,00 70.74 66.34 64,83 ERR 65.47 35.08 152.55 "mle ...ntrole 1I2"CPlCor'1116"06e II2"COXoI'7I16"0S6 1I2"CDX0t'7116"0S6 """'mle control. mlnltNIl mlnbnal ml"""" """'mle control. mlnl...1 mlnl...1 mini..... W2 wa W4 we ? 9,50 9,80 9.25 1 2:1,70 78,50 15,50 ERR 0.34 0.12 0,60 ERR 1,410,75 1.009,85 2.659.37 ? 848,00 796,08 m.9'!J 0.00 566.75 533,37 521,21 ERR 842.00 536.47 2.136,16 ...."'Ie control. mlnltNIl minimal time ss'lB1e .. "'-' ~ , , " .. , ~ , r -. N-l1(Mlt-,) --ploe may 1>0 ......1" I.... of &d ..D. .1EK of ",""d. "'01"" SHEATHING: 1I2"COX or..... 7116" 051l.~ or lI1!' OSIl....1ne .,/16" 010 Rudo -. _m..... mlnlmu", 4' 0/0 ..........~.,...... ANCHOR IlOLT = 112" X 10' A.1l.'S I SILL- 2116 r.T. hern-flr I r .1.33 = 181.ll>olclelll ~ I eou"", = 91 ND5 PROJ # 3012 I EAST HAMPTON HAl. PFEIFER PE. I'.c. 056CA '04 SEISMIC DESIGN Sd. = 2f3 Fa 5. V = (1,2 5<1.1 R ) W ...-, ...... .10_..0 -.......... '" "'"""" IdaJ ....... 011 ... ,l1li_,.,11..,.0 -_IoU........'... ......-(.) -..(.) .' " .' .o(~ (....) ."-r..O .....'" ilI....lIU.....n ardlorw ..0_ ....... ".ncbor _lo0oi"_ -..~- MlNlIGIkIftn. ........... 40 W. mil R.. 1.2Sd./R= W l Wt V=Wt.f v=V/l DlV H l' H/l' R=V(H/l) DLD DLO no Rn~ EUGENE. OR 1.20 1.00 o,eo 6,50 0.148 Z1 42,50 37.157.53 5,487.&8 129.13 3e8.82 cox...ose mlrdmal ml_1 Z1 10.25 34,50 0,:30 1,630,46 2.332,92 2,532,92 (702,46) minimal . .. . . . . . . . . ... .. . . . . . . (841) El83-42e1 =Fa =5. ..21?J Fa 50 (pIywocul waU.) Z2 37.00 47.291,40 6.984,58 186,17 349,43 CDXDt05& mlnlm" mlnlm" Z2 9.40 26.00 0,36 2,525.19 2,096.58 2.096.58 426,61 tml6 SSTB16 aa ahown mloc. .. . :VINer ""fl. :: wille . .". Intlwaul!t compo roof . . . . . . . . . . . . . 23' 1 16.889.79 2,494.49 ERR 1 wind cormoI. wind control. wind e<mtrol. Z3 1 1 ERR ERR 1 0.00 ERR .. .. . ... ..... ... ..... ... .. .. . ... . ...... . .. . .. unit wt. N/^ .. . . 34.6111. .. .. : :6.6Q : . 5.50. 13.13 .. . . . . . . .. . . . . .. . '104 aroa .. . . . . .. . . . . N/^ :.. 5Z6,~9 .. . : 494.21 . 943.20 4.317:36 ~I 16.524,56 3.261.17 5.167.60 57.415.00 1l4.448.94 1 50.669,36 7,463,47 ERR 1 wind controle wind controho wind control.. 104 1 1 ERR ERR 1 0.00 ERR ~ . 1 wind control. wind contl'Olo wind control. 9~ ~? ERR / ERR 1 0,00 ERR wind control. wind control.. wind control. not<< No17(I.) _plea m~ be ...... In lieu fA 8<1 ""Ra . 7!l~ at 1'8l\'d. ap8Gl"ll 6HEATHINCil 112"CDlC or rar.d 1116' 058 ..htg. or 112" 058 aiding wI 16" QI. atucla note: ......mm........ mlnlmum 4' 010 ....hor ~ spacfng ANCHOR !lOLT = 112" X 10" A.6.'5 I 51LL. 2><61'.T. h.....-f\r II' .1.33.. 731'/IJQ~..1II piaU I 50"....... 91 NP6 '" w .... cs: w .... ... '" '" " to: '" '" " (1 .- '-' cr a: '" .- .- (1 , ~ 1 , " '-' , ~ 1 " ~ , l . .. ' . ., . . . . . . . . .. . . . . . . . . . . . . . . . . . ... " .. " . . . . . . . . . . . , . . . . . . . . . .. NOMaIl-",__"-'''''- __"~I-'",,,__, ..,-- ... .. . ... .. e,. .. t..... ... ~ _ cont:bIlII'-"" 0IIW..a _____ ',','. ',' ........ .....~.... ,"4'!> ..... . ......~to...... ~ ----..... ';~::;::::<::::::;;:;;;::;:::<.~:~::: . .,....S.oIcMrtl".... ';"',...........,...... ....... 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FJ)'~" 15~ ..PSI . .. !1lr 'PSI " "- -~. - -Roof Be"amr20'o6IntemationafBuHdina "COde (97 N'b-S) lVer:6.00.63 Bv: Gordon Anslow, Anslow & DeGeneault, Inc. on: 06-06,2005 : 3:50:17 PM Project: E Hampton - Location: Family Rm W Hdr Summary: 5.5 IN x 9,25 IN x 10.25 FT / #1 - DouQlas Fir,Larch - Dry Use Section Adequate By: 2.7% Controlling Factor: Area / Depth Required 9.01 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof LoadinQ: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Wall Load: Beam Self WeiQht: Slope/Pitch Adjusted LenQths and Loads: Adiusted Beam LenQth: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #1- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of ElasticitV: Stress Perpendicular to Grain: Adjusted ProDerties Fb' (Tension1: Adjustment Factors: Cd=1.15 Cf=1.00 DLD= LLD= TLD= LL -Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= SSWi.... . . . Fv': Fv'= Adiustment Factors: Cd=1, 15 Design Requirements: ControllinQ Moment: 5.125 ft from left support Critical moment created by combining all dead and live loads, ControllinQ Shear: At a distance d from support. Critical shear created by combining all dead and live loads, Comparisons With Required Sections: Section Modulus (MDment): Area (Shear): Moment of Inertia (Deflection): 0,13 IN 0,19 IN = U657 0.31 IN = U393 2242 LB 1511 LB 3753 LB 1,09 IN 10.25 FT 0.0 FT 0 : 12 480 360 25.0 15.0 17,5 25.0 15.0 0.0 1.15 20 PLF 12 PLF .... . .. 10.2!l'. F'r 438 PLF 2~5 ,PLF 731" "f>LF PSF PSF FT PSF PSF FT ..... . . ..... ...... . . .. ...... . . .. .. .... . . .. .. .... . . . .... ...... . . .... M= 9618 FT-LB v= 3228 LB SreQ= 74.34 IN3 S= 78.43 IN3 AreQ= 49,53 IN2 A= 50.88 IN2 IreQ= 332.67 IN4 1= 362.75 IN4 j" ,<:;1.:',._. ~~~f " ,'. ., "'~. F....:b..'..J:.-'...)..;.... "J,.f't>.."t'>-<."; j". .. ,"" -"I,i- -"'-"'-"'-.':,.."''"'';:og:;::'~N;~:;~,"'!,.~{.~i:'!:~"(J'ih'''''?' ~~f'f','i~t:>~4:-'1'.,"~'.;S: '. ~~~:,;~~~ ~.; '., " ~ ~~_~',1:~~::. ,;:~.~.~. '.. ~.. ~'~::7~~,," :.. ~ '\' '1~~ ':'~~; ~<,:~~~f~t?: f!':,~~~,,'~t~7:~~~~~~;< ~;;.:: ~ "~; . ~;, .~. r.7;~~-YI.:=:~ '~:ft;<~~ ~. . <i-"':~- By: Gordon Anslow ,Anslow & DeGeneault, Inc, on: 06,06-2005 : 3:35:14 PM Project: E Hampton Lot 34 MG - Location: Hips at Garage Summary: 1.5 IN x 9,25 IN x 12,0 FT 1#2, DouQlas Fir,Larch ' Dry Use Section Adequate By: 0.9% Controlling Factor: Section Modulus I Depth Required 9,21 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span LenQth: Center SDan Unbraced LenQth-Top of Beam: Center SDan Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect, Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Trapezoidal Load 1 Left Live Load: Left Dead Load: RiQht Live Load: RiQht Dead Load: Load Start: Load End: Load LenQth: Properties For: #2- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1,10 Fv': "'-. Adjustment Factors: Cd=1.15 Design Requirements: ControllinQ Moment: 5.04 Ft from left support of span 2 (Center Span) ControllinQ Shear: At a distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): OLD-Center- LLD-Center- TLD-Center- LL -Rxn-A= DL-Rxn-A= TL-Rxn-A= BL.A= LL-Rxn-B= DL -Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-ToD= Lu2-Bottom= Cd= U U wL-2= wD-2i=... . 8SW~ . . wT-2r.... . . TRL-Left-1-2= TRD-Left-1-2= TRL-RiQht-1-~'" . TRD-Right-1-2-.. : A-1-1!:;:.... 8-1-2=... . C-1-?= r.... . . . ~.. Fv= E= Fe -perp= Fb'= Fv'= M= SreQ= S= AreQ= A= IreQ= 1= 0.12 IN 0.20 IN = U728 0,32 IN = U449 548 LB 333 LB 881 LB 0.94 IN 257 LB 167 LB 424 LB 0.45 IN 12,0 FT 0.0 FT 12.0 FT 1.15 240 180 o PLF o PLF .1''' f'LF ~.. FlF ..... . . ..... ...... . . .. 140 .PLF ,e.. .~LF o PLF .O.:.~LF O,t)o ~ 11.5 FT 114.. FT . . 9M" PSI .S5: ."SI 16000ee .PSI 625 PSI ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... v= 1139 PSI 109 PSI 2012 FT,LB 725 LB 21.21 IN3 21.39 IN3 9.96 IN2 13.88 IN2 39.66 IN4 98,93:' IN4 If. .' . .: , ,~",.,,:.~... '"1'" .., ~h. ~ ;' ~~'.,_'r ..' ~:../t:_:;.,," . . ~"j ;' ~~.t.~ :}~ ;:~~ '~':r:;~:~~;'~~~~:;A~~~::;0~t~~.::t ~~ . 0 ~:~~_.: ~,: ~ ~2.: ~{,. :~~~ -.~ ~~~';?~'f):;~~~~:~~~;;~ ~~,~-~~'~7~ ,;?:~~~~::~~ ::, -~'~ .:;;~- \F< '~,:' 5.50 3.50 19.25 17,65 11,23 15,27 24.0 .... . ........ Fer..... 140(). ttbl E,,= 1600000 PSI Fbx= 8~0 'pSI Fby= 8~1!" ofiS I . . . .. Fbx'~ . . 12p~.: .~Sl .. . '"0. , - _. .COluri'-i'ir2000.liitemationarBuildin~-COde'(97-NDS)j \/er:-6.00,63 By: Gordon Anslow , Anslow & DeGeneault, Inc, on: 06-06,2005 : 2:42:39 PM Project: E Hampton - Location: Supports hip over Mstr Bed . Summary: 3.5 IN x 5,5 IN x 7 FT I #2 - Douglas Fir-Larch (North) - Dry Use Section Adequate By: 25,9% Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Self Weight: Total Loads: Eccentricity (X,X Axis): Eccentricity (y - Y Axis): Axial Duration Factor: Column Data: Len~th: Maximum Unbraced Len~th (X-X Axis): Maximum Unbraced Length (Y-Y Axis): Column End Condition: Calculated Properties: Column Section (X-X Axis): Column Section (Y-Y Axis): Area: Section Modulus (X-X Axis): Section Modulus (Y-Y Axis): Slenderness Ratio: Vert-LL-Rxn= Vert-DL-Rxn= Vert- TL-Rxn= PL= PD= CSW= PT= ex= ev= Cd-Axial= L= Lx= Lv= Ke= Properties For: #2- Dou~las Fir-Larch (North) ComDressive Stress: Modulus of Elasticity: BendinQ Stress (X-X Axis): BendinQ Stress (Y-Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.15 Cf=1.30 CI=0.99 Fby': Adjustment Factors: Cd=1.15 Cf=1.30 Cfu=1.05 CI=0.99 dx= dv= A= Sx= Sv= Lexldx= Ley/d)'i=.... . . . ...... Fby'=.... Fc': F.,!,.... c-. . .. .. Adjustment Factors: Cd=1.15 Cf=1.10 Cp=0.41 Column Calculations (CDntroliinQ Case Only): ControliinQ Load Case: Axial Total Load Only (L + D) ComDressive Stress: Aliowabie ComDressive Stress: Eccentricity Moment (X-X Axis): Eccentricity Moment (Y-Y Axis): BendinQ Stress Lateral Loads Onlv (X-X Axis): Aliowable BendinQ Stress (X-X Axis): BendinQ Stress Lateral Loads Onlv (Y-Y Axis): Aliowable BendinQ Stress (Y-Y Axis): Combined Stress Factor: Ic= Fc'= Mx-ex= My-ev= Ibx= Fbx'= Ibv= Fby'= CSF= 4200 LB 2037 LB 6237 LB 4200 LB 2000 LB 37 LB 6237 LB 0.50 IN 0.50 IN 1.15 7,0 FT 7,0 FT 7.0 FT 1.0 IN IN IN2 IN3 IN3 1334 PSI .... 1"4.1... PSI . ... . .. .. . 324 731 258 258 o 1262 o 1334 0,74 PSI PSI FT-LB FT-LB PSI PSI PSI PSI ..... . . ..... ..... . . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... I' ~ , . ~. , ~,l.;), -II ~'f I,. ~'~*t,':;?'~''''.:~~~... ,~., ::-.'.f.:....;':".~;,~,~.~..'.J;~*'..~,..~...:,:-:. ~.z...~.:1A.;.'!1.-...f'.~..~?r,x.~:t.~~~if~r~\J~?:,.,. .t:...>-.::~..rJ:...~.-r-.. !a.......F.'..J . . ~ . , .': ;: :~~.:.t.. . \ .".,,..,.~\...... t,\ ":; '!.< .,":~..r,."'-.f~.,....'~~.:~.'.?',".'.:~~": _.'. ~~..;,'::'F...'.. ,!.#~::2:1',::" ., ~ . _ ;,"'t,,~..,~;..:.~~-..;:,,' '~'., .... . ',' '"r .. '- - .-. - '-Columnr2000'Ii'itemationarBiJiI~in!fCoae (97NDS) 1 'Jar: 6.00.63 By: Gordon Anslow , Anslow & DeGeneault, Inc, on: 06.06.2005 : 2:41 :39 PM , Location: Supports hip oyer Dine Project: E Hampton Summary: 3.5 IN x 3.5 IN x 7 FT I #2" Dou91as Fir-Larch (North) - Dry Use Section Adequate By: 4.7% Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Self Weight: Total Loads: Eccentricity (X-X Axis): Eccentricity (V-Y Axis): Axial Duration Factor: Column Data: LenQth: Maximum Unbraced LenQth (X.X Axis): Maximum Unbraced Length (V.y Axis): Column End Condition: Calculated Properties: Column Section (X-X Axis): Column Section (y.y Axis): Area: Section Modulus (X-X Axis): Section Modulus (y.y Axis): Slenderness Ratio: Vert-LL-Rxn= 2700 LB Vert-DL-Rxn= 1474 LB Vert- TL.Rxn= 4174 LB PL= 2700 LB PD= 1450 LB CSW= 24 LB PT= 4174 LB ex= 0.50 IN ey= 0.50 IN Cd-Axial= 1.15 L= 7.0 FT Lx= 7.0 FT Ly= 7.0 FT Ke= 1.0 dx= dv= A= Sx= Sv=.... Lexld~ , . Ley/dy= '..... Properties For: #2- DouQlas Fir-Larch (North) Compressive Stress: Modulus of Elasticity: Bendinq Stress (X-X Axis): BendinQ Stress (Y-Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.15 Cf=1.50 Fby': Adjustment Factors: Cd=1.15 Cf=1.50 Fe': Adiustment Factors: Cd=1.15 Cf=1.15 Cp=OAO Column Calculations (Controllinq Case Only): ControllinQ Load Case: Axial Total Load Only (L + D) Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X-X Axis): Eccentricity Moment (Y-Y Axis): BendinQ Stress Lateral Loads Only (X-X Axis): Allowable BendinQ Stress (X-X Axis): BendinQ Stress Lateral Loads Only (Y-Y Axis): Allowable BendinQ Stress (y. Y Axis): Combined Stress Factor: F~= E= Fbx= . Fb'i.. : Fb~!::..: .. Fb,~..: .. .. Fe': fc= Fe';;;; Mx-ex= My-ey= fux= Fbx'= fuv= Fby'= CSF= 3.50 IN 3.50 IN 12.25 IN2 7,15 IN3 7.15 IN3 24.0ih.. 2~.g". : 14PO PSI 1600~.:"SI ~O PSI 850>00 PSi . " .. , 1466 PSI 14ll'tl'oo PSI .... 7~..~SI . .. .. . 341 736 173 173 o 1466 o 1466 0.95 ..... . , ..... ...... , . 00 ...... . , 00 ...... . . .. .. .... , , , .... ...... . . .... PSI PSI FT.LB FT-LB PSI PSI PSI PSI f;: . ::r-1,;i'j\{};~ ~:!;:;? ~,?j~'[v~"'~~~~:lS,~3t~~~i,;~";~: ~ .,.~:::" .:. _~,V{. >:.::?'~:~,,';. f:r;.~~~.~",:.-r~~'''~~; ~~~ 4?~. ~.~~ .R'~;:-?{ "'~:'~\,~,":~,~:~:;I',~~~~~:" ' ',-~ . ,~;,;.:;:.f~,~.,:~j,~ ';-,'."",~7.~J,:~X:~,r~ , '.:" ".; " . , '. ~ .. ' .. . , .. .,." Columi1r2000IntematioiiaIBulldin~fCode- (97 NDS) T Ver: '6.00.63 By: Gordon Anslow . Anslow & DeGeneault, Inc, on: 06.06-2005 : 2:23:46 PM Proiect: E Hampton - Location: Support 2 hips at ridge o~ 1'1Jl1,t.""" c.er> S Summary: ,- (3) 1.5 IN x 5.5 IN x 13.0 FT I #2 - Douglas Fir-Larch (North) - Dry Use Section Adequate By: 45.1 % . . Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Self Weight: Total Loads: Eccentricity (X-X Axis): Eccentricity (Y-Y Axis): Axial Duration Factor: Column Data: LenQth: Maximum Unbraced LenQth (X-X Axis): Maximum Unbraced Length (Y-Y Axis): Column End Condition: Calculated Properties: Column Section (X-X Axis): Column Section (y.y Axis): Area: Section Modulus (X-X Axis): Section Modulus (Y-Y Axis): Slenderness Ratio: r..'.l4 , , .'....... Properties For: #2. DouQlas Fir-Larch (North) Compressive Stress: Modulus of Elasticity: BendinQ Stress (X-X Axis): BendinQ Stress (Y-Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15 CI=0.99 Fby': Adjustment Factors: Cd=1.15 Cf=1.30 Cfu=1,15 Cr=1.15 CI=0.99 Fc': Adiustment Factors: Cd=1.15 Cf=1.1 0 Cp=0.13 Column Calculations (ControllinQ Case Only): ControllinQ Load Case: Axial Total Load Only (L + D) Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X-X Axis): Eccentricity Moment (y.y Axis): BendinQ Stress Lateral Loads Only (X-X Axis): Allowable BendinQ Stress (X.X Axis): BendinQ Stress Lateral Loads Only (y.y Axis): . Allowable BendinQ Stress (Y-Y Axis): Combined Stress Factor: Vert-LL.Rxn= Vert-DL-Rxn= Vert-TL-Rxn= 2000 1089 3089 LB LB LB PL= PD= CSW= PT= ex= ev= Cd,Axial= 2000 1000 89 3089 0,50 0.50 1.15 LB LB LB LB IN IN L= Lx= Lv= Ke= 13.0 13.0 13,0 1,0 FT FT FT dx= dv= A= Sx=.... S.,., , Lex/dx=' , Leyldy!o'" .. . 5,50 IN 4.50 IN 24.75 IN2 22.69 IN3 6.1!lo..JN3 28,~.. : 34,7 Fc= 14QQ..~SI E=, ,16000eO PSI Fb~ .. 85Q,..PSI Fbv4' , 850,' ;:SI \..... , . Fbx'=.. 1447 PSI .... ...... . . Fb~i.... 168'1...PSI . ,.. Fc'= m,' fSI fc= 125 PSI Fe'= 227 PSI Mx-ex= 125 FT-LB My-ev= 125 FT-LB Ibx= 0 PSI Fbx'= 1447 PSI Iby= 0 PSI Fby'= 1681 PSI CSF= 0.55 ..... , . ..... ...... , , '. ...... . , .. ...... , , .. .. .... , . . .... ...... . , .... I' , "."., '";'-:::"";:.- :~.~~"J.~~:;'~~,~.~;i~<~br.~, : ,:.:~' ;'t:; . ~-' 7~~''', ?::~>!~~g~~~~~~;{,:e~'~'f~~~~::~!:;\~~{'{~;~fP~ff~:~]Y:.!<~;~~~~ - - -----_.~ -- By: Gordon Anslow, Anslow & DeGeneault, Inc. on: 06.06.2005 : 2:17:15 PM Proiect: E Hampton ,Location: Hips - 17' long OlfeA. M STY\- ilet) I 0 I N 0 Summary: (2) 1.75 IN x 9.51N x 17.0 FT (Actual 18,8 FT) /1.9E Microllam - Trus Joist-MacMillan Section Adequate By: 45,6% ControllinQ Factor: Moment of Inertia / Depth Required 8,38 In . . Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span LenQth: Center Span Unbraced LenQth.Top of Beam: Center Span Unbraced Length-Boltom of Beam: Beam End Elevation Diff.: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Cer,ter Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Trapezoidal Load 1 Left Live Load: Left Dead Load: RiQht Live Load: RiQht Dead Load: Load Start: Load End: Load LenQth: Properties For: 1.9E Microllam- Trus Joist-MacMillan BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.03 . Fv': . Adiustment Factors: Cd=1,15 Design Requirements: ControllinQ Moment: 7,31 Ft from left support of span 2 (Center Span) ControllinQ Shear: At a' distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): OLD-Center- LLD-Center- TLD.Center- LL-Rxn-A= DL-Rxn-A= TL .Rxn.A= BL.A= LL -Rxn-B= DL -Rxn-B= TL-Rxn,B= BL-B= L2= Lu2-Top= Lu2'Boltom= EL= Cd= U U .... , , , , wL-~.... wD'4= BSW= wT-2= . . , ,. TRL-Left-1-2"" , TRD-Left-1-i~... . TRL-RiQht-1-2='.. ' TRD-Ri9ht.1.~= ..... A-1- =. . B-1-~~ .. C-1-2= Fb= Fv= E= Fe yerp= Fb'= Fv'= M= v= SreQ= S= AreQ= A= lreQ= 1= .... , ., 0' I"LF o PLF 40 ,PLF 'O"'I"LF :wtJ' : . "LF 12tf "LF o PLF ~.. PLF ~A.. t'T 17.0..FT 10'.0. fl .. , 0.38 OA8 0.86 1133 849 1982 0.76 567 473 1040 OAO 17.0 0.0 17,0 8.0 1.15 240 180 2600 285 1900000 750 3087 328 IN IN = U466 IN = U262 LB LB LB IN LB LB LB IN FT FT FT FT ..... , , ..... ...... , , .. ...... . , .. ...... . , .. .. .... , . . .... ...... . , .... PSI PSI PSI PSI PSI PSI 6572 FT -LB 1586 LB 25,55 IN3 52.65 IN3 7.26 IN2 33,25:' IN2 171.73 IN4 250,07 IN4 \11.1." 'r- ..,....... ::';.' ~,~' ~ ~'.~-~~.~,?~~'~'."_ i:. :~ .~. ~~. ":~:::-: ",;:;\~;,>..;;~ '~\~~~~~~~f~~\lfj~~r~~~9:~'''~~}~~'~i:-::' \ -~ .'!,,' ..:..:,..~; ?:',:,:V::r~:>~-:/,~ ~~;:~~~t~~~:/~~?i:'i . . ~~)'J'l~~ ' " - -Roof Rilfterl2000 Intematio"nal Buildinq Code (97 NDS)'] Ver:' 6.00.63 Bv: Gordon Anslow , Anslow & DeGeneault, Inc, on: 06-06-2005 : 1 :59:21 PM Proiect: E Hampton - Location: Longest rafters 'L ICfj Summary: 1.51N x 7.25 IN x 13.5 FT (12.5 + 1)@240.C./#2.DouqlasFir-Larch-DryUse Section Adequate By: 1.9% Controlling Factor: Section Modulus / Depth Required 7.181n Interior Span Deflections: Dead Load: Live' Load: Total Load: Eave Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathinq applied to top of joists-Top of rafters fully braced. Notch Depth @ Base: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adiusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: #2- Douqlas Fir.Larch Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1 ,20 Cr-1.15 DLD.lnterior- LLD-Interior- TLD-Interior- DLD-Eave= LLD-Eave= TLD-Eave= LOADS: 156 PLF 90 PLF 246 PLF 182 PLF 105 PLF 288 PLF UTWeq= LTWeq= L= L .Eave= Spacinq= RP= NDbaSF... . L1 . (,;.... . LL= DL= Od~ ... .. , L-a~~... L -Eave-adj=. .. . wL-~=i... wD-asJi'" ., ' wT-ad)= Fb= Fv= E= Fc-perp= Fb'= Fv'; Fv'= , Adiustment Factors: Cd= 1.15 Design Requirements: Controllinq Moment: 7.236 Ft from left support of span 2 (Center Span) M= Controllinq Shear: At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): V= Area (Shear): Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= 0.28 0.48 0.76 0,00 0.00 0.00 RXNS: 313 LB 180 LB 492 LB 365 LB 211 LB 575 LB 6.25 7.29 12.5 1.0 24.0 7,0 1.5D,..IN ~O . . 1 atJ' , 2~,O ,PSF 12~" 'PSF 1"~!i.. . " 14,.f1 "FT 1,16 FT 8,.. PLF '11:1.. 'PLF ~9, ..PLF , " 9'lJb 'PSI 95 PSI 1600000 PSI 625 PSI 1428 PSI 109 PSI 1535 FT-LB 395 LB 12.89 IN3 13.14 IN3 5.42 IN2 6.84 IN2 37.43:' IN4 47.63 IN4 IN IN = U360 IN = U229 IN IN = 2U8281 IN = 2U27784890 FT FT FT FT IN O.C. :12 ..... . , ..... ...... , , .. ...... , , .. ..... . . . .. .. .... , . . .... ...... . , .... r .- - 'q '; I' I -~.,., ." I~' ,. ," "-J~'''''''; '\~ ,- " "'.-, '" '. NO"." ...,' p,. ;-',:l",j'r:f:.J~,"''''''4-'~tr)t.;!~~~;;<~It~~~I'!Y'~'ti'lf':,~::r'i'''' ::'r~':~':'; ,-.,,~- '/(:,.." ~'_~.~ ' . . '1~ '",j.-' I"" '.1.'-..,. .". ~ ,.-~_.~' ..- "'f>'.~ ft,.~"'~ ,-< ", l:r.':'\""-"'''F "'"t):.{"~'~"""{'<:'I'h,,*"(';'-~~,~!!:~;~.~; :-:'1.r~;;:~'j~r""'~" -., ,,> . ,. ,,.. ",~'r' ~. 'A.'1r:r' . :'-.\ \., ,'~.:: ,.:;"', "'~:. .' ':>,1 r> :\,:.' <<r',. :. ::;/.:;:~~:\;{::1~t\:~~~1;f.~};~;~~i~~~:{':'^':~IF:'.:} :;;;7>:: 'Y'~:;~::~;: .;:tE-;':,,~,;,~? r':\',:, :~~"1; .. -- n'" -RoofRafterl'2000 IntemationalBuildinifCooiH97NDSflVer: '6~00~6'3 '" - .. .. ..u _.. .. Bv: Gordon Anslow , Anslow & DeGeneault, Inc. on: 06.06-2005 : 1 :58:25 PM Project: E Hampton - Location: Longest rafters ., Summary: <-1l10.. 1.5 IN x 9.25 IN x 16.33 FT (15.3 + 1) (1i>. 24 O.C.I #2 - DouQlas Fir-Larch - Dry Use Section Adequate By: 1.0% Controlling Factor. Section Modulus I Depth Required 9,21 in Interior Span Deflections: , Dead Load: Live Load: Total Load: Eave Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper EQuiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathinQ applied to top of joists-Top of rafters fully braced. Notch Depth (1i>. Base: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adiusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: #2- DouQlas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.10 Cr-1.15 OLD-Interior- LLD.lnterior- TLD.lnterior- DLD-Eave= LLD-Eave= TLD-Eave= LOADS: 192 PLF 110 PLF 302 PLF 217 PLF 126 PLF 343 PLF UTWeQ= LTWeq= L= L-Eave= SpacinQ= RP= NDbaSfi::!.. . . L.1 ' U.... . LL= DL= CQ!: ... .. , L-aejc.... L-Eave-adi=. .. . wL-agL=.. .. wD-ad~:;:8 .. . wT.aoJ= Fb= Fv= E= Fc-perp= Fb'= Fv'; Fv'= . Adiustment Factors: Cd=1.15 Design Requirements: ControllinQ Moment: 8.874 Ft from left support of span 2 (Center Span) M= Conlrol1in~ Shear: At a distance d from riQhl support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): v= Area (Shear): Moment of Inertia (Deflection): SreQ= S= AreQ= A= IreQ= 1= 0.30 0.53 0.83 0.00 0.00 0.00 RXNS: 383 LB 221 LB 604 LB 435 LB 252 LB 687 LB 7.67 8.7 15.33 1.0 24.0 7.0 2.08' ..IN ~ , , 1St)' , 25.0 ,PSF l~.~"~SF 1.1;\... , " 17."M tT 1.16 FT )j.., PLF '~:l.. 'PLF ~9 , , J>LF , ., 900 'pSI 95 PSI 1600000 PSI 625 PSI 1309 109 2312 FT-LB 483 LB 21.19 IN3 21.39 IN3 6.63 IN2 8,52 IN2 69.18:" IN4 98.93 IN4 IN . IN = U405 IN = U257 IN IN = 2U14172 IN = 2U27784890 FT FT FT FT INO.C, : 12 ..... , , ..... ...... . , .. ...... , , .. .... .. , . .. .. .... . . , .... ...... , , .... PSI PSI By: Gordon Anslow, Anslow & DeGeneault, Inc. on: 06-06-2005: 2:10:09 PM Project: E Hampton - Location: Hip - 14' long H'... ~....D Summary: vo",'" ).......~ 1.5 IN x 11.25 IN x 14.0 FT (Actual 15, 7 FT) 1#1 & Btr - DouQlas Fir-Larch _ Dry Use Section Adequate By: 7.0% Controlling Factor: Section Modulus I Depth Required 10.88 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only. support capacity not checked): Center Span RIQht End Reactions (Support B): Live Load: Dead Load: Tolal Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span LenQth: Center Span Unbraced LenQth-Top of Beam: Center Span Unbraced Length.Boltom of Beam: Beam End Elevation Ditt.: Live Load Duration Factor: Live Load Defled, Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Trapezoidai Load 1 Left Live Load: Left Dead Load: RiQht Live Load: RiQht Dead Load: Load Start: Load End: Load LenQth: Properties For: #1 & Btr. Douglas Fir-Larch BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1,15 Cf=1.00 . Fv': . Adiustment Factors: Cd=1.15 Design Requirements: ControllinQ Moment: 5.88 Ft from left support of span 2 (Center Span) ControllinQ Shear: At a distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD-Center- LLD-Center- TLD-Center- LL -Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL -Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-Top= Lu2-Boltom= EL= Cd= U U .... , . , . wL.2= wD-2~..... BSW!! wT-2= , . TRL-Left,1-2!o.,' : TRD.Left+~= . ..... TRL-RIQht-1- =. 0 TRD-Right+2= .. A-1-~.... B-1-~... . C.1-2= Fb= Fv= E= Fcyerp= Fb'= Fv': M= v= Sreq= S= Areq= A= Ireq= 1= 0,20 0.25 0.46 700 554 1254 1.34 350 293 643 0.69 14.0 0.0 14.0 7.0 1.15 240 180 15~,.O'LF 1<1l4,' F}.F o PLF 0.8 .. {\oF 14.0"oFT 1A.e . 'liT . .. .. , 1200 PSI 95 PSI 1800000 PSI 625 PSI IN IN = U741 IN = U410 LB LB LB IN LB LB LB IN FT FT FT FT ..... 0.. . peF o PLF 4 PLF ~.. r!.F , ..... . , ..... ...... , , .. ...... . . .. ...... . . .. .. ,'... , . . .... ...... , . .... 1380 PSI 109 PSI 3401 FT-LB 959 LB 29.58 IN3 31.64 IN3 13,16 IN2 16,88 IN2 78.05 IN4 177.98 IN4 lllt;,",;.:l~ ~t~~(;,">:tr"ij;fi;r;~'\,:".J,~.:~~:.'l;~t~-;-.;r.'~~;;A!I('~ .~1?.k~\i~,.~~g;;.',~:~:f'~'. ~.tt-~'t-~1~tt-f'_l&:.~;:; ;~~,{"~r7~~~tt:;*;~~~!;S~~-~'f:?-?J5~J:?t~3;'#1~" ,'" :'. ~:7.:/'~1;f.::,~:. -,~. -:~r~:":;i~. ~~~;~:~ :- ;'~;':~'~:,~r~.', '-~~.~(_ J ~ ~,:,,_~,:.;'~";:JJ::' ~:..;." ;;': '. " ... ,;, ",~,- - .. .' ";', ~-. :''''<: ",- ':' ',,:,,-; ':'- ~'~ ., ,- - , , ,- ' . ' ,:.'~~ \ ' i',:: I" . ~.. " . . .'--FIOOrJoiS1[2000 IntemationaIBuildin'g'Cooe (9TNDS)] Ver: 6,00.63 Proiect: E Hampton MG Lot 34- Location: Ceiling joists (1M<+- ~fltN - 1,-,<..6\ Summary: . ') 1.5 IN x 7.25 IN x 16.0 FT tlil24 a.c. 1#2 - Douqlas Fir-Larch. Dry Use Section Adequate By: 3.4% Controlling Factor: Moment of Inertia I Depth Required 7.17 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam onlv. support capacity not checked): Center Span Riqht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Joist Data: Center Span Lenqth: Floor sheathinq applied to top of ioists.top of joists fullv braced. Sheathinq or Sheetrock applied to bottom of joists-bottom of joists fully braced. Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loadinq: Uniform Floor Loading: Live Load: Dead Load: Total Load: Total Load Adjusted for Joist Spacing: Properties For: #2- Douqlas Fir-Larch Bendinq Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.20 Cr-1.15 .-:-. ! . OLD-Center- LLD-Center- TLD.Center- LL .Rxn-A= DL.Rxn-A= TL-Rxn-A= BL-A= LL -Rxn-B= DL 'Rxn.B= TL-Rxn-B= BL.B= L2= LL-2=- ..... DL-2= ' . TL-2::!.... . wT-2" 0.39 IN 0.39 IN = U496 0,77 IN = U248 160 LB 160 LB 320 LB 0.34 IN 160 LB 160 LB 320 LB 0.34 IN 16.0 FT 1.00 360 240 10,0. ..~SF 10,8 ....~F 20.0" P~F 40 PLF ..... . , ..... ...... , . .. ...... , , " , , Fb= 9ItJ'..~1 . , FVI!: .. 9~..PSI E=" '600000 .1l61 Fc-per~:..: 62~. f1's1 .. Fv'; F~.... . , .. .. Fv'= ; Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: 8.0 Ft from left support of span 2 (Center Span) Controllinq Shear: At a distance d from right support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= M= V= . ...... , , .. .. 12i!"~SI .... 9~ ..~SI , . , .. . 1280 FT-LB 301 LB 12.37 IN3 13,14 IN3 4.75 IN2 10.88 IN2 46.07 IN4 47.63 IN4 .... , , . .... ...... , , .... , I"", !" ':/...t':<$',;!:tt'""';~lFl:}l~~...."(.;t~~;''f.i.~~;i~~"U:"''iS~~'t~~s.:v\~;;':''::'~:K~~~j?~~fJ;:~~!'a,~!~;::;'~~V~~~~~"'~~~;f:f:i~1&1!i"'9f~l~,~~f,l~'. '.'.r:"_c':""_~~;:~~~1~.~i.:~;,,~~~~:."?l~},t,.~_::'-:"~.""': C" .'.., , ':'" .. c, ". '.', .';?'~"": ~;';. ..', .", ..- >. '.. : Project: E Hampton MG Lot 34 - Location: Alt mlam hip over shop, Summary: - . 1.75 IN x 9.5 IN x 14.0 FT (Actual 15,7 FT) /1.9E Microllam - Trus Joist-MacMillan Section Adequate By: 67,6% Controlling Factor: Moment of Inertia / Depth Required 8,0 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearino Lenoth Required (Beam only, support capacity not checked): Center Span Rioht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span Lenoth: Center Span Unbraced Lenoth-Top of Beam: Center Span Unbraced Length-Bottom of Beam: Beam End Elevation Difl.: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Trapezoidal Load 1 Left Live Load: Left Dead Load: Richt Live Load: Rioht Dead Load: Load Start: Load End: Load Lenoth: Properties For: 1.9E Microllam- Trus Joist-MacMillan Bendino Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.03 . DLD.Center- LLD-Center- TLD-Center- LL -Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL -Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-Top= Lu2-Bottom= EL= Cd= U U .... . . wL.2=' . wD-2~..... BSW. wT-2= TRL-Left-1-z.,' ,', TRD-Left-1.2=," , TRL-RiQht-1-~.. .. TRD-Right-1.2='.. ' A-1-4=..... B-1.2=' , C-1-2:! .. Fb= Fv= E= FC.J)erp= Fb'= : Fv'; Fv'= .; Adjustment Factors: Cd=1.15 Design Requirements: Controllino Moment: 6.02 Ft from left support of span 2 (Center Span) Controllino Shear: At a distance d from left support of span 2 (Center Span) Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): SreQ= S= AreQ= A= IreQ= 1= M= v= 0.28 IN 0.34 IN = U550 0.62 IN = U302 700 LB 562 LB 1262 LB 0.96 IN 350 LB 302 LB 652 LB 0.50 IN 14.0 FT 0.0 FT 14,0 FT 7.0 FT 1.15 240 180 g":"'F 0" P~F 5 PLF 06 rLF ...... , 15Q PLF 100' ' : 'I'.LF " ' f>LF o PLF O.Q.. ,FT 1 <f.g. ....T 14Jl ,,~T , ., 26<ltf "SI 285 PSI 1900000 PSI 750 PSI ..... . , ..... ...... , . .. ...... , , .. ...... . , .. .. .... , , , .... ...... , , .... 3087 PSI 328 PSI 3430 FT -LB 966 LB 13.34 IN3 26.32 IN3 4.42 IN2 16.63 IN2 74,61 .' IN4 125.03' IN4 1 ' ,- ~ '.'. '.,,~ ~ \+_ ..:I' "~II4.~~'''''~'';'1'!''M~~:'ir''''''I~'w,-::'~"r~~;: :. >~~...'~, ~. ,~,"~:~~:~fY..~i;~....~:';{~~" .~~, '::';~ ...."'.~ .tf -~'N~;;i1U ~;r~(~I';~';.~~~fir~~~ .: -.:2... , ,', ~,~:.:',,~-,,:.,;,dE; .~j"'~\~~~:A~'NS'l.;..t~~;;~{..J.e~,~~)..Y::1~~":~~'-~ ._.,..$.:.~~.~ ~Jr..};~gr,.;}11'?6:z.;:::_;_j;::'i.~l;~,~~A.~, _<. ':<':'\f t.~...,~;.;fJi~J5*;'" :t""1-~,jti~~~1! ".., ".....,., ._.,~--:1'"' < "j'",,",,,''?''. lOW.'&DE "~'.",--, .'" ',1,"'.,"';:'. ,"";"';.' . "" '.' '." ,r:~ ";"'.<itT"'~'''_;;S-;'''~'''''''''''';''''':.''''~'j'.",.~ ., ,......+.". 1" ............ GENEAuL: . t. " .<<~.~..';... .,... ;-''''', ...'.' "/'."", ... -'~"'t,.,{i:I(..' "''I' (N"''''''''(1''' _.L:".~ :'~-, . ;+:~;'~~.'~S'GNAniREHOMES_I~~;:~.:;~),;1.;9.\.!N1l'A.1N.';<~~:.c~:p:.:i'i.;;.{~;~- ,r53 GARDEN AVE . EMf /-1AMPtof\,J i\MAa..:- €)Sb f'eNJci!""- UOENE, OR "1403 ' 0 r - 00'1 CY 't. ' _(e~.M,..J_<; urt~~_I1\f_) ~ BdC liI5 trY6 _~_'2' fj~}.P rH.L..~_~Oeo~~ ~-.L.-=:-\3~.j~r,[G -~S~ (~,(,_.(JJ~e .-3-=--1-y..(, ,I 'I I I I I I ,I I ., ,'1 ; ~ .... ..... , , , ..... .- , , , , ...... " , ...... , , , ..- . .. ...... .-.~... . .--'.-- , , . .. , . . .,.....- , , , , . , .. .. ...... .. . .-..~- z ~ l{I'vt . Cl r- it 1... _~'&1" .l&WMI'L.).uCbb,H._t:tlf DII~ ~.e~JJ~-_Thd.CLA;;. \ lO I use: '{_"::~:,L~r -If.'l.. ~Ol~ .J ~ l' O;L ,-. 4:1:t5~' .:: 0C' (" ~_" .~M.l"L.,L\W~S~~.If t'l'{~l^1Sl'R. ~eo L."",tlw~ 1 ~. "j I In-ttl...A -;0. If, S < f' IHL"- G."),";n ~ vi e. ~ ,L(.. 0 r- #-1...- 5 ~ c.+-tA-' _11.fD " \J\e: .l.... 11.5' +\ 1- $'e:€' ~Jre: 1.,..'>'-1.0 Of' 1)'\.L~_4- -:- ., ~...tP ~, _Ntl]'e', 1'\'<.1e, \1Jf~~ 5 OI~'fY\.{AIl~ ~ I <4l1_1 ~ 1'"I..lr' .. l~~...... .... - .- . -. . '. --. . .. .. .... .-.. .~..._... .-.~ . .. . . ... .... ~.- AR~ ~!.f,{I,'(/J-.J ~<'_ . /~ (/!/YVt;', 11: I'K --- --'---~ -_._-~_,_. __"..,_._ - '0 J .-,. , . . ~--- .... \ ',~ ~.-::"",...:tr,;..,,~"i ;','" . .. ~~' ;.i2;:,;,..'.,1;?;', ~~,~.~ ,~:,"'~2:,,. ; ~'>"" . , ., ! ": ." . ,) "...-:t"'7~J:n;'\."''''~.':i..."",. -<..~" , ;'\'= "'~~"''';''''''f',''''''' '';'''',l!'..,1'<, .':""i\li,' '. ....~ -aJt,('~'-b,l;.~m.. ", I ' ':.)-;;:;5"' :~'- ,I -.--"" :.~- '~~~~~)~1~~f~~~1j~~~1:'; : .;;...',. -~_.- --- "'?,,~~~~~~;:'~-!'~r,. -,".':.- ':'. , " '. !''''1!;.....~'l'''.~+''''.r-:- .. ,'.... "1;"",,," .'_.r,~"'. .;~:"l\,~:. . .. cT;'~ d?2X4 cripple wall is framed to support ~()of=Eramingl long rafters at north. Rafters may splice , c.LET-fEREO-NOTE5 ') ~nd continue to ridge, sized per span. ~)Hip end at face garage. 2x10 hips, 2x6 Block between with 2x6. jaCk rafters. Ceiling joists are 2x8, J) Over Mstr Bath, 2x8 hips, 2x6 jack parallel to trusses, hang from 4x6's with (rafters. Ceiling joist is 2x10, parallel to Simpson LU24. 4x6's are hung from try~s. bottom chord with Simpson U46, in line ~2X12 ridge, 2x8 hips, (2x12 where with ends of level top chord. Ceiling joists abutting 2x10 long rafters), drop 2 - 2x4 at center bay support lower ends of two each end of ridge to bearing wall below. jack rafters. /9 Hip end over Family has 2x8 hip, 2x6 ~Hip over shop is 2x12 OF #1 & Btr., (or "jack rafters. Ceiling joist is 1.75x9.5" (alternate 1.75x9.5" microlam) drop 4x4 microlam, parallel to truss, full length from support to beam (in 14'). Ceiling joists interior wall, cantilever to support jack ar.~\N-S 2x8. rafter. (6.....South hip is 2x10 (alternate continue \~2X10 ridge, 2x8 hips (except for micro-...., microlam full length), north hip is 2x.l. lam extended up from. t:lel().w), ra1t.l:l.r~ ..:..' Jack rafters are sized by span. sized by span. ,:..:,'...: ..:..: (g)Hip over Dine is 2 - 1.75x9.5" mic:ro- d1)2x12 ridge, rafters.are sized by span. ...::. lams, one in line with hip, other to one 3 - 2x6 support dropped diagorlaWy:t<> ',. . side. Second extends approx. 17' (horiz,) bearing wall at east arTd,~- 2x4.dloppecJo.:": to 4x4 support dropped at diagonal to to bearing wall at we~'em '...: .. ,::, bearing wall. Single microlam continues c,@Rafters are sized bY':iJi~n, ha!'"q!rom .: to ridge, and has 2 - 2x4 support dropped bottom chord of gird~ OVE!I;,~W .... to next bearing wall crossing. Ceiling Bath with Simpson LU2a.~ Ceijif1\!1t>ists :::::: jo)~ts are E-W 2x8. this area are 2x8, parallel to tru~. ' ~/Two places, over Live & Bed #3, 2x8 hips, 2x6 jack rafters. Ceiling joists over Bed #3 are 2x8, parallel to trusses, 2x10 over Live. .......\ (:F........4x6 Beams have Simpson EPC46 to 4x4 PT posts, Ridge is 2x8, rafters are 2~60,ceiling joists are 2x6. <G....Hip over Bed #2 is 2 - 1.75x9.5" micro- lams, one in line with hip, other to one side. Second extends approx. 15' (horiz.) !', ' .... to 4x6 support dropped to bearing wall. I Single microlam continues to ridge. Ceiling joists are E-W 2x8. '" <1J;;Hip is same as "G". Ceiling joists are i 2x10 N-S, bottom at 11'1" above floor, set I on 2x4 cripple wall at south, lap against rafters at north, nail with 5 - 16d each lap. Coffered ceiling is framed per notes on floor plan (9' to 11' prismatic), with 2x4. .-N,ote~ All ceiling framing is OF #2 at 2' O.C., brace at center, top, with 1x4 or 2x4, and either lap against rafters or block between with 2x blocking at bearing points. ,.".. "'':.-' ", -:", ~,,~...,'"'' " " " ,','- '.'. .... 0<; .': '. ~ ',',1"0 .' ' . .. .,'.. ;.(.' "" ", ~ '.' ":'~; . ':',' I, ',';': .'"" '" ',"'i:,:'." ," . "','" ! i ,. ..... . . '. / - - Note that I also provided calculations for quite a number of assorted conditions, as well as a handwritten sheet that has some info on four specific conditions, which refer to attached calculations. The results of these calculations are reflected in the revisions to the Roof Framing. Regarding clarity of showing the results of Hal's lateral calculations, note that the Foundation Plan shows all SSTB's, as well as letter designations referring to "Foundation Plan Shearwall Notes", which describe anchor bolts per Hal's shear wall schedule. The Floor Plan has letter references again, with a summary of shear wall features on the sheet under "Floor Plan Shear Wall Notes". These plans reference Hal's sheets for specific details. We have used this system for about eight years, with no complaints from framers, plan checkers or inspectors. In that Hal's sheets are attached to and are part of the submitted plan packa~1 see no value in copying all his info onto the plans. Our framers are ve~mili~r with this system, and I prefer to not fix it if it ain't broke. pe t is is dequate for your purposes. Let me know if there are any furthe qJ sti ns. .... R..gali S, ...- ...:". /~:I"; :'~'e :,ea"lt, I", ~;:::: :~~;~~ fl, .. . ...."'. . 0 .. .... ...... . . .. .... .. .. ~ .. . ... . .. .. . 'i ..... . . ..... ...... . . .. ...... . . .. .. .... o . .. .. .... o . . ..." ...... . . ....