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Miscellaneous Plans 2005-2-7
\' .. .~ , . .~ r CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 2064 Harbor Drive CITY JOB#: COM2005-00216 OWNER: Robert Mentze PHONE: 741-8599 CONTRACTOR: F & M Sheet Metal PHONE: 726-3000 Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". A corresponding number is marked on your plans for any items listed below where applicable. All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 International One and Two Family Dwelling Code as amended by the State of Oregon) unless noted othelWise. A copy. of this code may be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cimis~r. Beaverton, Oregon 974008.5986 I. Provide sill plate sealer at all dwelling wall? in two locations to reduce the potential for air leakage into the f1oorrnsulation and the interior of the structure. Apply two beads of sealer at each of the following locations: a. Between the top rim joist and the floor sheathing. b. Between the floor sheathing and the wall sill plate.' (OSSC 5303(E)2). 2. The grade away from foundation walls shall fall a minimum of 6" within the first J 0'. Drains or other approved means shall be provided to ensure positive drainage. Except when restricted by lot lines. (R40 J .3). 3. Ground under building shall be sloped to a low point. and an under floor drain installed to provide positive drainage from the area under the building. (R.3 J 1.4). 4. Roof storm drains shall be provided to capture roof drainage. Storm drainage shall be piped to an approved drainage way. Drain lines within five feet of buildings shall consist of a material approved for use within buildings, such as ABS/DWV or PVC/DWV. Perforated' drain lines used for sub surface drainage need not comply with this requirement. (R-801.3). ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. . r I 1_ =. . 1- \- 1- 1-- \-- \- I ~ -() o I N ~ I' o I co 'I ' 0-91. 0-9(: ....... \1," ~ . \1 1_L~--.-.!--9~+-I."'" \ I" 1- ~. I 1 ' 1 .1. 1 1-'- \ I' :. I - 1- \ 1 1 I. 1 i ./ F '~ . II ~v ~€/.!I ,I =~ I\~ I 1 -+1'\. J:-!:- L. // .' 1.~1) 0-91. 0-9(: { -."0 ..' II ! . I -J ~=~1 i : 1 1 -, " o I N ~ o I o C') to I :<"" to I ~ - ------~-- Jolbi iM~!rtTIJ<S: $~~iAlNI'ii!l:l 'fW5S 81Ol: $lR;\!ln~'1 0llh1 : '13 aRG X.LOC FlEACT SIZE REQ'O 1 0- 1-12 690 5, SD~ 1. 50" 2 11.;. t 504 s. SO~ 1. SO" gll( "~Cl1i~;:"E'I!7\ !or-ow... ue ':lased O'oIlY ::- :~F :', ;', ~,;:':..~i!l .1: each !:I!i!ri t.~ ....~ ::~ c !::-~ :.:> ~:;::...~) . l/L): ;... .~:..'" ~-'i CliVi') t.. -:'; 1~" :.,.;1 n" j. -:) 'is'' CRillu'l "lL'IilH ~:JIlct!o: 'fe aMP'!""'ll TE~'!""'l m 1-2 -8421.n I Z1l1.1Kl 0.$7 1-) _~4 l.U I )61.13 0.56 Te Be WEB L::,l:!ed :..d,,!: ~c,,~, {If..:: ,,"yot ,2)(4 OFt 'I .2x4 OFt 11 h4 OFl STANnARD far !O PSF 1'10:-1- tOlll:lJrrpl'T ~::t. :.~;!.J~ ~es\9r.ec for ~..i,l- 'r.~ O,H .!.b;;~'p 'Jr ,~p.lo.. ~hp ''-'.5<; J ~PO'~~ rr add' ~ j oll.!.1 cons i de' p:s} FO:.":Cril, loads ac. ti.f. r.:y 0) ; 1~ ~~i~iDlsit:els ~:al{T~~SIi~9~ESUL T OF MULTIPLE lOAD CASES. PLATE VAtUES oEQ. Ir~C RESEARCH l!EPOQ.T fi&07 PL"T:~G 3ASEJ C.. :;q![" ll;"~E:<' 'J^lllE~. UPL 1FT REACTIOh'(S) Support 1 .1681b Support 2 -1631b .'1is truss is des i';j,.,ec us ;,.,:; t~e :J3C (ade, ;id; Elle losec ~ 'i'..~, !-Iocr:i.rlee fieter . 1.:)C ; ~uss Location. Not [no lCI'll! ~,;rr;e<1:~l!/Oceal'l ;"i.-:e . No . [J::: Ci!:l!:;;cr~ . ~ ~~~~ ~~~~t~ei h~O;OO ~~76B}~~ :~~th: 88-00 ft :lBC !)tandard ~eeupalley, Dead load.. 10.2 psf " ..s .. ,., .., ~i~~:Ol~ T[~~7~~i~ o~~I "....~"'..lJ TENS'!"'j as _82'!l1.U I 380 1.60 0,<19 -1<121.1.5 I 991,60 0,03 5-5-. 5-8.7 ~I ..5-9 12-0-0 2 3 f3.5O' 1.... 1.5-4. 3-f .14 3.~ 14 4-~ ,. SHIP _ .J);J;i. 2.... 12..0-0 12'()-O 51 I 1_6-0 12.o-il . "~,,.'f~~~~:~~~.. I E~~E~:.~I2SJO:5 I ~ J~mW-1~~1~~~~~_~?~l?;ll!~~~!~~~illal~~R~~~~~IR~~~~~2~~~~1f~~~~f~~~~!jri~~~~JL ~-=--===:o==_ :_~=-.=_~~'7J 9!~~'Q;2.. _~=-====- ~ W~fNjUiNlK:1Re8(J/ mil nates on this sheet end give B copy 0; III to qhe l;recting contnl1ctcr.11 Cust: SIMANTEl ~TlIIsdtl.'Il"" for .nindMll"'" bullalng comPO"'" ""I 1t\IS$.rs\em n M.~nbol_D"IiWdfIC8llOM ptO'Iided by the -....n1..........ac:lure, WO' Orive_C_sml8_l00006_J00012 ,,8~d ~~ :~.~~~~'~c~ w~~ '''c 'u,,~.~~ ,',~:.~~~.~ ~::~'. ~~,_~,I'~:,,~~~.~n otll1C,1fll. ~ fP.!I~~~:~~~2~~,~~:~' ~,.....n..,~a' ,r.a, '~,_~:""""IO"~ " r.',~:r; r . 1 f ,rr " .. 'I _.m'______.__~_____ _~~__ _..._._-~._---_._---,-- . -C'.- .,y.,:~..-.,-. .', , . .. ... . , " -'" ,-.' "'C.':', ''; ~",,,.. ~ : ' . ," -.~" '.. 'i: !~~~.~- ~~ ~...' ( ..,).;.... N ~r,,:e~. n'J;.i;"iI~j'll...~~r,;, ta:';I..I"";:;>J<lCf..:;;r;;drtll1l&"IIl~;:.e'~CrJ11l11\l:lu:..Jb.K;ilI,,l8ng\ll. TI'Iis~l'IlIlha1IQOlI~IIl'1l\' ~~.~ TRUSS elWtroiVnet1l~""QUSlIlhemolllUIWan.nloflfl._~"IP~ In...-clo'oIQUSlIcumedOrP'*COtfl)Iion. F~.haocllll.___ 445 N h k 0 '...,nc.tNI.....;.,~witllhlcllroodlgttanll.o.:.JDinI;JI'(lc.,ar.gDMal~,.,8Ial*_OUlIMhomfllllW,.toh.... to 10 5o~~nP~r COr 80907 .'ANSII'TPII'. WTCA 1'_Wood Trun COundlofA..-..bStardanl o.SlCln . . '8UJt.0ING COMPONENT SAFETY INI'ORMATlON" P g, ~laCSII-<<lllro:l'acsISUl,lMA~SHEETS'OyWTCAanclTPI Tllefl\lU....IMUIl*(TPII.Ioc.aMd.~[)'()nJfro[)nye~. TRUSPLUS 6,0 VER: T6 ,4. l1N'_u1l'. r..A....n&aIII'O..Il_p....A--.onIAFP.-,I.._.,"1IllillSCrnt.rM.S..lIOO.WAl'wlOlM,OC2l103e ___.___..~_.____ __ _J'_ ___.. _ .__ ___ _________ _ ..____.' _..._ _._ rJii~~;iJme:-$-i~ANT1EC- u hltG X.UX: REACT SIZE REQ'O TC 1 1 O~ 2-12 438 5.50~ 1.50" BC ~ ) " 9..4 252 5.50. 1. '0" wEB ..~~C Q~Ci!:~[1Il9"T5 ~ho"'~ a~t' b,;:sl!~ G'"!.Y ?lI'.~r.-:{; ;or. ~~r :"1B "',;,te~il.l .t: edc:. ':eH;~; .Y.f.X jUU:CT::O~ (:;,c:a:l) . 't:9~g ~~}1E~" ~O~ C3~LI~;) -0 .OS" . CUTlCo\ll'lE/lllJH FOIlCES; l~~ ~:6~r.~5~~ TEH~2~~h~ o~~~ Be _.(Il"l.)/TERS.(M.)C51 )-. 0(1.60)/ 1OS(l.60) 0,16 2~ ~S~~5~~ TEn.~T:"'50~ O~ .~:./,f~.,:, ......, ;,.. ....... " ~ tOO"". ",-/'V'<V'J TRUSS 4445 Northpark Dr. CoJo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4. --friss Qi(!J: $1ijJ[~i81 be. OFl II h:4 OFl 11 h4 OFl !:. TANUAAD <lASED 0" coa'" tll~:;'FIl.\J"U!E~ ~~t~iD~S~t.=c r5 ~iIrc;;~SI.}~9~ESUL T OF flIULTJPLf LOAD CASES, PI ^r[ V^LlIf.S P[ll rrBO R~5f.AArH InP:1r.(1 Ilf:Cl ~:~ Q~.~i ~!,~.t ~;oe~\ ~r-~~ ;.;~ r ~ ~~", ~ ~..: ~.,;~ ~ ~~.;~ (i f dnll) rec;ui re acid; t ; ana i (on~: oe'.. ~ ; O~, (r.y a,;t.nl for horiz, loads M1 1'''' ~,:~:; ll-O-O 6-<>-0 I 2 15,00 2-' )-, 3--5 SHIP 2.' )-1 3-4 ~. ~O~1 ~~ P'" 2.3 '_M "-"-" 3 4' 6-<>-0 6-<>-0 ClliW: 1$ UPLIFT REACTtQN(S) Support 1 -102 lb Support 1 -lOllb This ttu.... is de!o:q~('d llSi"!; tho ll~( (OCl' 31d; ttlcio!>p.li " fn, illloorta:'l~e Factnr "i:JG Truss locatio" .. ,",ot E"d ZO"li! fl:lrricane;Ocu:'l L;.,e - HO , El(P.(~:e;crr '" c . Bldg length.. ~C>OC ft, Bldg Wlcth.. lO.OO tt Mean roof height.. 9.26 ft, IlIph .. 80 use Standard Occupancy, Dud load.. 10,1 ost ~, ~1~t;~: ..!'!:lI~!.UU:) _. _ ~~~~~lf~J~~~~~~I~~~~~~~~~~jr~~d~~~~~~~.~~~~~~bJ~;;;~~~~)~~18_~~h~':U{~u"~~~ fo~~~~el-__ ==-:,=__m'-" _,_Wli1.@@~ IlW/ffRND1VIGRead all notes on this sheet and give a copy of It to the Erecting contractor'l Cust: SIMANTEL !!rllis"",,,n"lof...ftlIvidualOU<<llngCl)lllp)flenllllllltUallyStlllll_ 1lr.nlleosn~on~pro""*'trylNlOXlll\llOf'lSfl""'nuI~..", \110: Ori'v'e_'-sm18_l00006_J00012 , .~ ~~"" t~ ~"""",,a""" ...~~ ,.... ""'In'" ..'~"'". nl TD' a"l1. AF"P'" dMlon standlrdl_ No "'~~f>5It1tI~ '5 1~~IW'll'd lor dNnet'lllOl'I;I1 accutlCV O"T",n!;iOn$ r, ~:: '1,..: .!' \::-.. 1 5 1..:-:-. .., ,., '",. ....., ...".~...- --'-,'.'::'" ,I''''. .'.'.'-~~..;..:"".~'<:"""~~..,,....- ..... ,. ,. .~"..".- ".",,,,,.,,.~,~-,.._~ ';'. . ., - ,-,' ~.'~ . ,~.."" _.n " _, ...~, 1'~.:. ;; ~ ,'. .-'';'~' ,.,,,'," ;,;.'-' ;.;,.,-';j. ,-;-~,;,~." .~-.l/:' :::i.~ :;.;;;,:.-.;; r.....~~. -;-,H ~:'>"""l' c:>t .,;,l~ I"w~ tu .~~",~;n ~.) ellvironmentthiltwlllcaUllllhllmoi:sturllwnlllRloflllewoodlOuceedIV"Aofllllo'Ql~COMIltlOtplalecorrullOrT,FatW\c.ale.IwldIe.inIllI' a~br~lhislrUlllnaeoon:lalTOlwlhlhllfolowlng~II'llI:'JOlrTI.ndCuUlngOl'-.RlDOru'....aIablIl'oulllUlIIOlllTrUlll'a1lOflwa.., '''NSVTJIlI'. WTC.t. 1', Wood Truu Coln:lI of Amarica StInd~ Dnqn ~,llU"'OING COMP()t.IENT SAFETY INfORMATION'. (SCSI T-03I..... 'SCSlSUIrAtA.RY $lo4EETS"by WTC.t. ..... TPl. Tl'lI TIUNI "'-IrTsltulIITPrlislDcalld II S83O'Oncfnclp,.."loladisDn. $311'_ T....AmeflcanF_.....Paptt~IIoFP...Ii8bcllldlll111'''''SlrwI,PNI,SlIaoo.w~.OClDOJfi ~~p ~~~~~m:=s~~p.~!.rEl rc 1 1 O. 2-12 175 5. SO~ 1. 50~ Be " 2 ~- 3- 4" 189 S. SO~ ~. 50ft ....EB ;~_~ ,~~~~lJ.;,~~:~~:~;r~r~l~~~S~d~~~~ Pl ~r:Nr. 'L/SSg-J~' MEM'" J~4" ~lIVE) l~ .\) in" J. -::1 Cl' T. -o.or tR~llU.~ "U08f~ FORtH: l:i c~6f'MsH. TENM~5~ o~n '~-'lI 'lfIJ'!JI$~ 3:0: 5J1R,\I1L-l82 1Ql1hf: ('>> 2114 OFL II h4 D~L II h4 OF!. "STANDAIlD 2.-'\SE.O :)" CRf..::." ~::~!l! '. "...: "J':~ ~~H ; D~s~~C I~ ~~Ir~~SIi~9~ESUl T or fIIlUl TIPLE LOAD CASES. ?t.\rr 'I.'\tlj~~ PER l~BC R~~,fl\qC" ~:; I' ~~ i ~~,~d ~~n~~~ ~;r,~; 1;': r l~;; (i f ~"r.) req:J; rl! .d~i tion.l (0 :.tt OT l~n) for hor~~. 1C.l\J~ :: .~}~~<~~~i . \:r,t!rill'.cr; ;~c :~-~~ UPLIFT REACTION(S) : Supporot 1 . -90 lb Support 1 +771b p;~s ,~Ias is :!l's.;.1e:i li~;r; ,~l'. !.!BC (c::e. . ~lG:; t,.c'io.!oee .. "(n, ~":'I~O:~ilr.~c i"<l~r::r . 1.:)::: Truss LotH ion .. Not ('Ie lO~l! ~ld~IL:~~{~c:.v\6~oo ft~CBid~\~i~~~e~::'}0~06 f~ ~8~"S~:~da~~i~~u~a",;:96e:~ oL~~~ ." 10~~ ps~ " H .. ... co"'lM." Ol.ts)1 ~~if~~s~~ r"S.'M.) CSI 11{l.60)O.l" f[N~7f~60~ o~1 ~, 4-8.0 4-6-<l 2 ~'. T G-f-1 .1.54 2. ~.9' 2. ~.9 2.~: .13 SHIP ~ ~ 4.6.0 4.6-0 4' ] 2.3 '-A.n .-A.n 3 ..--,1'> '-, ,'," -......~. ~.... ...,. .<.,,', -'.- .... I EXPIRES: 06JJOl200S "'"t.:~waf S;''llcms f't:ltllsare 20 c::! IJnless S~~.... by "111"(1603 I "H"ltS 0:1 l or "MX'{TWMX 10 Q:! I posltloneO ner JOin! Delalls Report ~ p-'7J nt%rThO- fft ~ __ _<_ _ _ ~~ o~I".: L:'l,r~, :>~5! ~~I'.!.ra.!..::.l!,Jl~~~:51 ~~~~,!~,!~)Itlova 'S11.'.!! g _~Il 'i,--~~.!r.~'!' ;jvI>d...q.v!!!!.~~~~ slru(;~~!p~::!.!es (Of staple) _ _~__ ~ __ _ _ _ _ _ _1_.' [( !L~\i!1S:'.. ----~f.flil)if~NJUN(;R.;';d ali~otes on this s~ '";:;;~ ~~~~ ;',11 to ;h~ E;';;;'ti~~Co~tracto,J Cus;;S'MANTIL--- ---- - - -- -- ~TlII&deS9""lolatlirldMd~bu*lonammpcne...nollruSSsyam IIl1astleenllasedon~_P'D"'dedbyIheCl)lllClON"'~~1 . ~~: Orlve_Csm18_l00006_J00012 I~-""""'''-~'~~''''''w,~,''''~-""'lt.....""",,,.~~:,~,.~~~,~:~.,,,,os~'':~~_:.:;,~~~:;,~"""",~,,-w'n'd~"~~~:"""" 00""'........... iD~.:a~: /I.e,... 1':. 'J.'T ';'111 .,\.,.;. ,.".1 f'~"''''.'';.''''.''',-,.-''' .. --' ;J: .--_ ,.~';1 _._.~ ~..~:t~ .~,. 'rft,.: ~~~.J~ J~:~~~~J~'~~::~~l~~~~:;;;;':~~~-:',"~:-=~:=::::;:W;::';:"l Co 10 5Pi~ n~5. co 80907 'ANSVfPI1, WTCA 1 . Woad TNU Couroc;lI of "me..... S'-'d8lll Oeslgn Re~ "BUILDING COMPONENT SAFETY INFORMATION'. ISCSI '.oJ)alld SCSI SUMMARY SHEETS IPVWTCAand TPl TNTIVAPIala ......~ITPrl..lDca1ecl al583O"Ono1rioOtive Macll80n TRUSPlUS 6.0 VER: T6.4. ~_:I37Ig T..."_'__P_...ACIdaIClt>I....,P...I.~..1111'$Ills....t_SWIlOOW~DC2Oll3S Be Llve '0.00 psf Be Dead 10,00 psf TOTAL 42.00. psf ke;J :~=:r LOt:",p Rep Mbr Tens O. C. Spaci ng Design Spec q"EFL RAn.2~ , ".. .L...." 1.00 2- 0- 0 UBC 1I240 Te lQ4 I.JJiClib> ~a1ms: S~IijA~llEl .... uYrq,nii; ~[l): ~~l..c~ @~; <ro 'BR.G X-lOC REACT SIZE REQ'a 1 , 0- 2.12 816 5. SO" loSQR ~ } :.. g.. 816 So 50" 1. SOR ;j~:; ~EQUl.~[M(NTS she...." are bolU:l ()h.lY ':.1: ~h~ : ',1$; I"atl!"id at IH~". ~~.t"~r.l: . "f,X :J!:~:' ~CiI:)" ~S~J::) : l/';~9 IN "'F~ Il-S (LIII~) \ . -0 11"1" ('I~.O. :')fiH T~ .n :t:.' C~;, 1L\~ I"~",~ l'ORtES; rc COMP!""'jl W<lS'!""'j CS': 1_1 .1200 1;15 I J021.&O 011 2-J .1100 l.ts I 1021.60 .0.17 Be ((MO'!""'j' TEN5'!""'j m 4-S -HO 1.1501 5311.60 O.B ,.6 -no 1.10 lUll.6/) o.n '?i'",!1':'1ili -HI 1.10 I -2511.601 .Hll.101 -150 I.U I Te 2lr~ OFt '1 BC h:~ OFt Ii "'(B h4 OFl sr""'OAAO loaded for 10 P~F nor, '(C-'~I.:~"''lt !In!. ~~~p~~ f~~~ a 1~o~~_ ~ ~7r.~~~ ~~. :~;' ~;I; ~~i.~~ lJ n 1~' (i" Jnv) re~ui I"e add \ t 1 0::01 ~ (.:J"~ i dl! rat1 Orl '::~y c:t~I'"~} ~Dr 1-:::';: 1::""5 ::0-:. :h~ hldg. ~~!~iD~S~~( IS ~~ItI;~SIf~9~ESUl T Of IoIUlTIPLE LOAD CASES. :)lAr~ 'IAUJ~~ Pfl:i Iran R~~~II.>l.C~' ~~":;-1: fite',' !'1.I.rJW(, :~~)[O 0-" GR.(~,~ l:JLl3..P .':,':: ~~ UPLIfT REACTION(S) Support 1 -2191b Supoort 2 -219'1: H~'~ trl.l~S is c~~ilf~r:;' 1I~;.~; the :!9C C'lde. 31::; fnc;l::~(!.:: . \'1:$. Imo::ni!.t'I':;i;: ~,,!:U::r .j.. Truss louno:'! n lI:!r ;:nd lane 'lu...~; ~ar.l!/:)CP.o1n {i"p . "0 1 Elt;1 Catel;::r~ .. (' ~~~~-~:~~t~ei ,,:o;,OOl;~6oBf~~ ~;~t".. sg.oo ~t use Sundard g'CI.:P.lIl'Y, Oud Lo~d. 10.2 p\f ~ ,.. ,., l.' H ,.. "~'l~'l 0' zst 1.60 O.ll 9441.U 0.42 6651.U 0.29 Me 1.15 0.42 2511.10 O.ll .7-8-0 7-8-0 7-8-0 '540 7-Il-ll " 7-8-ll ., '2 3' ~ -:aool 3.5-4 ~. 3-'" 8--'" SHIP 8-'" 3-''{) 2-3 2-3 "J1if ~ I.MO O~ 7.l\.A tl&!l! 7~ ~ ''''2-'1 '. 5 8' .7-6-0 7-8'{) 7-8-0 15-<l.{) t:AlIlt(t:~: OlifJOrmu:) '--'~""-"'-'====""~-"-'-"1,~~~~~.j~~~i~~~~~~i~~~~~~~::~~~~!~i;~~~~)~~~~;~';;~!~~'!~~~~!~~~;!~::~;;'=';~Jc:;~i~~~~C~,-__._}jitjJ:9~.~.. ...~ ..,-~-_:~ .,.~ . ~T""'d'U'll""Io<.n'ndMClUIIlbulldlt>go;Dmpo~m""'Iru$'IySIe"'_ ~1In"'nbaMde>n_l;lflCo1I"'N1pn>VidedtlyINrCOlllpOtlllm....nulllctvtl!' 11WO: Drive_C_srn18_L00006_JOq012 ..;~..;:-f.., :; ':~:::':,_ .~., "., '" ," ",.~"1_,~,,, ,~"~ ~"e c:.~r~"' '''"''''"~' ~! r"l ,"1 .~r"'^ rl~~;g" ~...~::~,~ ~o "":>,.,.~',, "tv , '''''.'~~ 1"' ..I_'~..,"a' "'="W!.1(N. l'i~','~""'''S D~; r:~'''' :; I. '" ~ 1 ri \.'- 1 i.... /I "' -. ...~;.'...._'""'""'!'_.~v,~.... .,....~~~ ~. "c.,.;:". '""., .......~,.....,..,'-.....,.';.....,....,'.~.,. . '4':'.';'~:" Nor~tjpa;.k Dr. ~;1l.: ~I~('c (,..~t'"~s in ~-...o"J~r.w ..j::'l~.<II(;IIo""'" ~."<J~'os; '~onl'~ CUClIR\I CCI.iOlR.ePJf\i.ll.....~uOUlpUllrOlTl T~"&llfTw,re, Colo SprJngs, CO 80907 'ANSVJPI I'. WTCA "_WoodTfUSlco...dofAmelb~OesQnftMponsibibllS.'8UIlDINGCOMPONENTSAFETYINFOAMATfON'. . focsr l-lDln'8CSlSUMMARY SHEETS"IlyWTCA n TPI n.TIUU PIaM InstiIulIlI m'llis lac.MclllSa3 CTOnofng C/fflw, M.:I...... TRUSPLUS 6.0 VER: T6.4_~ lICOIllP't~m' n"'.......u.r__.-dp_'A~fArPAllslaeMa:lllllllIOlllSllwl.Pffl.SII!800.WllS/llnV'On.OCZ0038 ,',;:: I,' ~~ ~~:~ TOTAL l, . vv' ;J~': 10.00 psf 42.00 psf Rep Mbr Tens O. C. Spaci n9 Design Spec OEFl RATIO: LOO 2- 0'; 0 UBe L/240 TC: l/24~ - . -. irans!> 010: S~IL-!D~ lQltw : ~ Jolbl V\f1aJm~: SO~ANTlEl BRC X-LOC !l;[ACT SIZE REQ'O 1 c- 1-12 645 5.50~ 1. 50- 1 10. 8. 01 644 $. SO~ 1. $D~ ~..(. REQUI;!f.to'.E~T5 shewn are b<!sed ONl'" " ;'0" :','~,; ..~,:~,~~; .tt PIC!; !l~a~~:"~ ':/\1. ~~.rl_~,"I:;1", ~~;:ii.'; . l/999 !,'J ME~ ,-6 (I.IvE) l~ .0 or D.. -:J_el" T- -0.04' CllnIQ.l.IiIDllIER~CES, TC (CIIIP'!""'jl TM'!""'l '" 1-1 -ISH1.H 1 194 1,50 \J.B 1-J -ISH l.ts 1 194 1.60 O.B BC (CIIIP'l""ll TEHS'!""'j m 4_' -19) 1.60 1 H'I.60 O.U S-6 .nJ 1.60/ }98 1.60 O.U ~~ :iii!r~l~ TE:;!L~l gjI l-i .1511.601 Ul1.1O 0.11 }-5 -lHI.601 46fl.1S 0.21 }-I -S9S1.1S1 lOt 1.10 0.11 TC b4 OFL n Be llr4 OFt II: WE!! lirA. OFt STA/IIOAAiJ eEL 8i,~ lx.<l OFl STMIOAQD :~"'f .\1' ~dqu,.\tl! H.lfl11'\ for ~;l.h.1' ~'<'::'\ 21J1~~:;"(, Jt:5IGi<lE'R ..tJ~T VE~I;:Y ~g i: .,,")>\.")) (. ] :;a::11' brolcil'!g rei:;ui red tI HI- ~t,,-".: ~. ~:ee~~~~:~a~o~bl~ ~~~it~e~it& 06~~~~. ~~~~i~~s~~crs ~~ICc:.l.o5I~€9~ESUlT OF MULTIPLE lOAD rASES. PLATE VALUES P~R ICBO RESEARC" REPORT',1tiO'. lr.a.:lr.G ~:'.' :C w;!" .1::n'C::"1C~/"Ir.r.; ZG.L. FlAT;S':; BASEO nil G~W': LiJ~jWI. V:'~UE'l. Ed \le:-t;r.~h d~si;lled for ~dai lpdrh' o~ly. hten~;ons ~bo\le 0" below tile tru~s .orprj Je (if .lny.) "equire .lddition.al considention (by otl1f'rs) fpr I1pr; 1, lo.ads on the ~~d!;, UPLIFT REACTIOH(S) : Suppo,.t 1 -1801b 5ullpcrt 2 :.1801b Ihistruss iSclp.signedusir'lq!l1e ~B~: Code. ; Ic; E;'\c:lo5ed .. .Y!s. I"'por':.~:'lC:l! ;:~(::or .. 1.00 1ruSl Location.. No: End Zone. llurrlcane/Ocean Line.. No ~lrP Category.. ( Bldg length.. SO.OO ft, s1dll Width.. 20.00 ft Me~n roof he;ght.. 11.32. ft. IIlph .. 80' use Sundard Occupancy, Dud Loan _ 10.2 psf ,,' . " l I ;1 s.~ i 5-5-11 -' ...... 10-11-0 ~~ 12 ....'WI, 31 " re:oo- . ....001 3-'-0 6.~ .11 SHIP ij..;'11~ 3-'-0 """l ...... TYPiCAl PLATE: 1.s.4 5-5-8 10.11-0 -l O~ ~ '4 ~ ~ <;.(Wl 5-0-0 OFl" '~ 6 10..\.'-11 5 .f~ .<','::li"':'~ll","; .'-",., .' ~XPIRt:s~ OW3Ol200:J ~ ~.=-_-==- ~1~~~;.~~.~1t~~~~e'~;~~~~a~_~1~~rg~~.;L~~~~Jf!-~,~1\3;~'tu~]~~;1~:?~~l~$~~!~~~~!~ ro!~~~~_~=~_-=_ _ .__ ...~__~iI.'~~~(o)5 ___ ==,==~,~_ ~ IWA1FrlA;/!/tt7if;nead ail notes Oil f.~is sheet and {jIve a copy of it to the II:recting contractor"11 (un: SIMANTEL ~ThlscleSlgn~IQ'...it'clMllUalbuilclIl'lgCOmponentroIInlUS'fSl'Ilm ~hnbee"lln<<Ions~~DylheOOlllClO""'manufaa..e, \110: Dl"ive_Csm18_L00006_J00012 II~-_~~'_"' ,~n" ., .-r.... ~t....-~ ~.1,1I'~1'~. '-m, ~ '''-A''p''C'''lr.~'~1 ~~,:r:'O<"'blt, 13~W"MIll'~''''''M'O'i1 a:n"'''' ~,,"""'"'' ., !',;::__' -,' ',',~ ~:. . ." ".'. . " . ,'" ,,' -- &., -, .';.. ".'""., ..,.,., .,;~' __~~';;;;';Q. -':... ::., ':,'.".1";; ,<'''''''~'.')~. J:,";: d,") :..~;".....,; ,",L:."':;";;O"'~' ",~"'00I! ~ .....llUI. I'~m i'.......I:;.)t;..~,.. 1 oJ ,vor .npar"/" /Jr. ", " ' I Colo Springs CO 80907 "NSllTPll.wrCA1,.woodT~C<lundIoI"''''''ICiISI_wOeSlllnR.sllOf'lSibl/IblIs,llUILOINGCOMPONENTSAFETYINFORIolA.TIQN'_ , (1!IC31 1.(l31 and 'DCS. SUMMAR.,. SHEETS' Dy WTCA..... TPI, The TfUU PIaIIlIntlIlUle (TPI)" ~.. m D'Ono/rIo on... Iolad..,... J....., TRUSPLUS 6..:? VER: T6_4. """-,,,~1", T""......IIQ..F__P_..._I...FP...l.._..lI111...Snon._.$IoIaoo,W~.OClD036 i ~~ o~~~ II TOTAL ,. :!i ",'r. ~ 1 '! tJ " ,.... ..' 't'lC;J ;::'j let.:, 1.:;0 In.! 10.00 psf lo.c.spacing 2- D- O Deslgn Spec UBC 42_00 psf IDEFL RAnO: L/24Q TC . ~iO>foJ Wf~m~:~~~~ffE(. ,BRC X-toe :l.fACT SIlE REQ'Q Te .. 0- 2-12 :r:1l S.50~ 1.7r BC ~ 1. 1:1- e.' ~e!t.}, SO" 1.12- 'olEa ;s:;:c ":"J:!:Cl'Z....f...,., ~..o-,,~ "-e ~uf!d o.~I'r .~~ ::-;~ :~',;.~ .-.~:::...~! ;It l!':';:~ ';~:;ri~; 'ii'J>.:/.. OE~lECT!ON (~~,!i1) : l/'155 j.. ...t'" :-E ~l IVE) L.. -0.01" o. .a.G:." I_ -0,12" CAtnCAl"'E~U FOIlClS. . TC ~.l"'..l/T[Ns.(OUII.)cst 1-2 -uu .,n I 0.13 2-} -1111 1.15 I 0.13 ""'!""'!' .J941.601 -)941.601 ~8~~S~~ ~ I -un(l.U)! --_... ---- lrWQ.I$!.\\ ~iO: ~~~t.lOl~ (QlRW: ~ --'====-j ~ J , b4 OFL '1 h4 OFl II h4 OfL (O"lSTG lY4 OFL S.T^~i)^l )p',..~.......,' :;",,( 'n" i; rec:ui rr.! prevpr.t 'I:l:..tiilr,/topolio!j, 5; J. ~~ A~SI/TPl 1 .c.. ~ :,: Plating spec: ANSI/TPl - 1995 THIS DESIGN IS THE C()IPOSITE Il:~SUl T or fl4ULTrPLE LOAD CAHS. PLATE VhUlfl, f'F.:! KllCl 1f.SEAll:(;l ':l[orrn '\I:C1, L;)o/':!i~~ fr:- :::; ?...i ~::!>-r.:)",~"r!!": j:::i~ P~.ATIN( 'MSEIJ :::"1 GRWi LUf"3ER' 'IAI.!Jf.~, Er,~ "H:IUh ~'r\;;~ed br il~ial lC~C~, r,~::, [~ten~;o"s .:.bolll! or below thl! truss ;'fC r l1e (If oill'Y) ~l!lllJire additional consideranon (oy others) for hcnz. loads on the bldll' UPLIFT REACTIOH(S) Support 1 -H91b Support 2 _HS 1:: T~;s tru!.5 is df!~~C;;~,l'd '~..;r,; r!;p :;~C C,1~~, . lldg Er.closed . Ye~. Ir.1;)ortanCe F,u::tor ,,~,C:; T~U~5 LOCit ion.. .l.Ill: Ene 1.0'11' ~urri cane/OcUn line. No j E.~p CilteQ'ory .. ( BldQ' LenQ'th. 50.00 ft. B'dQ Width. 20.00 ft Mea.. ~oof heiQ'ht.. 11,32 ft, mph .. 80 . UBC Standard Occupancy, Dud load. 10.2 psf _u~~u_nL(w) WE Ii DESIGN LOADS .nuu.:...____. Oil" L.Plf L.Loc R_Plf R.Loc Ll/Tl TC Vert 64.00 0- 0- 0 64,00 10-11- 0 0.78' se Vert 20.00 0- 0- 0 20.00 10-11- 0 0.00 ..,Typ.... lbs X.loc LL/TL Be Vert 2310.0' s- 5- a 0,60 <::. \! -,', ~ t: ,:"_~I ~:1j .. H ,., >-l 1-1 S.I TENS'l""'l 0' ]971.60 O.B 1911.60 O.ll nNS.(OUII.) OJ O.lI 251S!l.lSj.... 30241.15 0.11 2HS1.U 0.66 O.lI ~ Be ,., S-I 5-5-8 5-5-8 I 5-5-8 1o-11..() ~"'=" 12 ~~ 31. " 18,00 -:a:001 -. 8-7.11 3-8 ~I ?~/)~~ ~ . 7-10 3-l.o . 2310# ~ 6-,11 SHIP 3-'.0 2..... 2..... O~ ---!2QJ ~ O~ '-'1-" 5-0-0 I. 10-1J.O 61 5 5-5-8 ; 5-5-8 5-5-8 10.11..0 .=::..._-.-='-,___;-0, '1 EXPIRES' 0=00. J .__. ...___ ..___._. _h~~~~~~~!-~t{~~l~~tr~~;Oe~~!~e;~~~?;;~~;i~~~??jp~~g~R~~\j~ ~~~{~~C?2~~~~~n.~~~';~.~~~~~~~_~P~~~~ ~C?~~O;~~P'}: ___., '+'-~:'''___ .~.-===~=-__..,,__-= -,;~(~l?&ft!~-=-::~-=.,.~~.- ;-~-'-'-"--'-l ~;fill{!R\ilAJ!fhj lfdj~~;~'Zi'~li'.;;~;;;~;~-;';;:;'~h~t'~-;;'l ;;6 ~r;;p)~ ;f'~ ~~'(h~- ;~:.:~~ifu;C~~t~;;k,;. :1'I'C~5t ~--SIMANTEl - II T>>1s ~r.'S7~ 1\ 'c' .~~ I~Mrlu~.!ltI/'dI",; Cll~pCI'l!M 1'()11~."5~ 'y!lem "~n I:l!e~ !lne:l011 speClflc,lIIorlll ~ by "'" ClIITl~'" ....nuf2CI..-e. WO:. Dr; ve_'-sm18_L00006_J00012 ':~".:: j- .':":c'^::"',:~ .".:" :~.C .:....,:.~ ""'C;':'; ~.;,... '"~ ',~~'. ':"\':O'.:~~,j~',,~, ....~ 'r:;,,:,~~'~;';'y :5;'::: l~ .~, 1""~"t'!n" I~:',.'''>~ "1"'~".Jll'"' ' r',,,., _, ~. ~. ~ _, ~ I: r"1 e ~ ?,~1i~~ .,~'~ ,..v.r '''. j. ~:~~;1"'~Z~'~,~~~?~'k';sr d;;~/ ~: '\:':~;~: :'~'..'>~~z:,. .::~~; ,;~,,~ ::~~'.,";;: I",:C:~,! :'ra~~~;; i;~~'II~ ;;~-';"'::";~':~~"~;;I.~;I~:~~;:;~~~ -;';;..;~;~'~; ;:~-n-;):< ' I .~: . ..llaCSll.oJl,ndllCSISUMMAAYSHeETS'byWTCA,ndTPI_TheTrunPIRlllSlI\jf(TPllis~-*sa3~IIoDrMl,'"adiso". ,._ ~RUSPLUS 6~~ VER: .~~lICOt1t"'m'~_~~~_""'nunFO"""ndP..rAuociaI_tAFPA)i'~"lllIIIllhS~~,NW:_S.I!lOO.W~\OtI'OC:_~==--=~,_ .. ! 2,: Dea;1 w.ec --, Ic.c.spado; 1- C- O Lml ,"' Design Spec UBe :1 TOTAL 42.00 psf DEFl RATIO: l/240 TC: ~1~E5:_0~~MOO~ 1 'LJ',wa! Sv!""cms PI;Jlesarc 20 na unl..s!! shown Ov "18"(18 aa l. oW(1S g.a I or"MX'(TWMX:<'O QB l poSItioned per JOint DlllallS Report ~ O'7l R"'tJft/R'o (fg. C"clt'f1l:T;f:c~ ~"'rl !il'S!' rr~'''c ~~dle9 am OO',llionecfas Sh()Wrrat)()vll Shill" g ole stud plates to 1l1l0'd (wer1apwllh structural plates {orslaols) {(.,f! rr II c;,lV)\~)~) - """'O'--"-j' .','n'. .-- .-.." '- ,.~ -,'_m.".'.' ~h."'_'_u ," ._--.'-~.' . -'...,",=,~_,'-'---'~"-"'. '... .'^~'<-~---_. ~ ~1f('.f>,I',,~\,/t~1t''{r~{f;;':1:S1'r:! i!I~g ;1('l.l~'; or. :~f:; 3;n~.gt and Give EI tDP)' 'Of {~f-:; the !1.:r.ecCiflii i:.Ol1~racto'.! (ust: SIMANl EI.- ~ .....'. 'r.;,: . '. ;- '.'~''1I:L~' t.\ '~lr" :'~""'-(" .,' '~." l,~'~'" ~,,~ !le~.., ~l~~" A. ::,:~'";~lcr: ~~v'I!l"!!' ~ N! ~....... "'''''I'I':'l~'''' WO: Dr i ve_C-sm 18_LCOOOc_J 00012 ,~,. """. .~.,'- .'-~ ,'-"~-' -<n~,l,~' 'J:-=~:I"~_':J.'""~.-..1J~,-X:"'MJ"~C(,,.r;~r.-('I"' '0'" d rJ@-~~~i1ils:$iMAMliEL lBRG X-LOC REACT SIZE REQ'O I i. :). 2-1] 800 5.50~ 1. SO. .i } ;1.~. 1 819 5. 50~ 1 ,~C. ,~~( <;~~:~'-~'''!>,''~ ~"o"'n are 'oa~~~ ':J~:-~' '.. :.'f :'~'.; Il'Hrr~,!' a: cac!'1 :~..,", ~ ,..A:C lJ!;.rlEUWIII {span) : L/ggt; :.\1 Y!.II 'i-6 (LIVE) ~;IT'I2AP~'~"8E~"Rfc!~~~ T. -0,04" }~~ CJi}~thH TEHdr:~ g~ll. BC (OItIP'~"'ll TEItS'~"'l cst 4-S -2071.1501 2U 1.150 0.1" S.' -11501.60.1 1601.150 0.20 \Ill! CO'IP.OJll'11 TEIfS.OUIl. C5J 1-" .n" 1.U 1 Hel 1,150 O,l) I-S -'51.1501 16C1.15 0.)4 2.5 '''01.1101 IOJO,9I) 0.06 J-5 -17! 1.1101 90! LIS 0.40 S-lI -1Se. I.U 1 US 1.60 0.14 - tr~ss ijl!); 5liMI(~1Ef TC 1-.4 on II lie h4 OFt '1 '..'FB " h4 OFl <;TA.-':OIl.IlG ~~~~'~~e~~ri)~(~~~ i~"1~~!~:~;'~~~:;:I~~;~ll'r\) ;0 prey!!"t rot,1t1onjtopp1'flg )~~ ~C~I t-Ol and ANSljTPI 1. ~~niD~5~~cl~ ~~I{T~~Slif9~~SULl OF MULTIPH lOAD CASES. PL.'_', V^UJ~'i 1If.~ TCilO .rV'AAC". ~.fl>'~.l '~!;G/ ~~~~r~iP.8~_~n M f~ff~c'r~~~E~ "~~1~~t(l]ll1 c~ End Yl"rtitals designe:! for ,!Xia1 llli!GS or:l,;,. Extensions aooue Dr below the truss ::cofi1~ (H.ny) rtqu;re.ddition.l consideration (by others) fo;-norlZ. lo.dion thtbidl;. 5-5-8 .4-.5-11 ... 5-5-8 9.11-3 ....... 4_'i..11 '1 2 3J 18.00 4-5 3.- I 3-.."-11 6.';<.11 6-; 11 2-3 SHIP. 3-0:~ ~ 1 2-3 ll,Q,B ~. fi.tlJl ~ 4-5-11 Q.11.~ '4 5 6 5-5-8 4..5-11 5-5-8 9-11-3 ;:". /r'.".... ,;,"i'-,;".".",-:,-,,_.. ~-i';"""~ . :.:.....;.:; ,. ..' A" ,..,;.-,' . .......,,,,'....-.,. ..,~'"~,<1"':J-''"I;_-...'.,'~ ,..,.,,,:;.::.;,,;.";"....,",.,"',,.~. "r,.."p "~".":.~"'~- 4445 N h rk Dr ~1N!t<~:;ar'll$1Mo5"'~;.CllFol,lt'lC1!..~nll>erono..lncIsl.1nc1,l<d1 'Jg;nla<lClC<JllirogO'~IRe~....aA.lt*_outp.ArromTIUlWIIIoOfIw... Cola 5~~~n~~. CO 80907 f^'lS~'TI",' W10 t' \./"'-j>jT'H5.r.lllJl'~'IlI...""'lIt'ilSI,l/'ll;jiUllOUOClIIR~5CO~'~.,S !IUIlOINGCOMPQNENTSAFErYINrOR"'ATlON'- ,~:.C:;ll ell iI'C 1l~5. ;:,UMMA!;.Y Silt<:r!: b, WTCA ilncl TPI lne l'ul$ PUle IlIlillh.\1I (lPIIIsIoealeOI'I~8JOOnclrol)Or"" l.ladJSQn TRUSPLUS 6.0 VER: T6.4'.L1l"""lM:OnaIll53710 TI>e.......nQnFornIIlldP...~(AFP...I..~..1I111llU1S_NWs..llOOWWorooIOflOC20036 . iQ\tv: ~ UPlIFT REACTION(S) . Support 1 -2241b Suppo~t ,2 -no 10 11'>;5 tn/55 H :;es\g~~l: usin:; tt:t t:B( (o::e. Bldg Ellc iosed . YtS, IllIpo~ti!./lce Fatter . 1. CG Truss Lotatiotl_Not EndZe"e !iurr;cant'jOcean lire. No , ElIp Cate\iory - C 81dQ lenQth.. 50.00 ft. 81dg Width. 20.00 ft Mean roof "ei!lht _ 11.32 ft. mph .. 80 use St..nd..rd Occup..nty. Dud Lo..d. 10.2 psf ---------~LOAO CASE II DESIGN LOADS ___._______n_.. Dir l.Plf L.Loc R.Plf R.Loc LLjll TC Vert 84.00 1- 6- 0 114.00 0- O. 0 0.19 TC Vert 64,00 0- O. 0 64.00 5- 5. II 0.18 fC Vert 114.61 5- 5- a 114.67 9.11-] 0.18 Be Vert 20,00 0- O~ 0 20.00 5- 5- II 0,00 BC Vert ]5.8] 5~ 5- 8 35,8] 9-11.] 0.00' +c.~~~;.., ~~~ l~'~~cO Li~~ BC Vert 179.4 5- 5- 8 1.00 8C Vert 122.0 5~ 5- 8 0.00 .""o=,.,.,~-,.:,_.....",,,,=" 1;; v; ',;./, . t1( Live v.v" ....; ", ,., Rep Mb' Tens LOa Be Dead 10.00 psf O. C. Spac; n9 " 0- 0 I TOTAL Design Spec UBe 42.00 p~f DEFl ~!~_2~~tTC: l~ lJiiOlbJ ~~lr.J1Js:Si~AlMtiEll. 'aRG (-tOC REACT SIZE REQ'O I 1 :J- 7-lJ 603 S. SO~ 1. SO~ 1 7 ,. _~. 1 4.17 ~. SQ" 1. SO" ~ i!.~':- ~~'J~: Q.L"I1:!<I~~ ~Mcwl'l are baspc Ol"l'y ::" :.~r ; '_~, _-.!:~~;~' it l!d.cJ; :i'.:-' "/1).. f)~ttEG!O~ (S,:I.1") : l/999 i."" ~f.'" 4-, (LIvE:) t.. .:J.n.r D.. -o.or T. .O.04~ CII.::IU.~ "f."8n ~QIl;cts; TC tCfolI"!""jl U..,..!....j m ,.) -(\2 ~.lll IH 1.60 0.61 2.) 01.601 01.150 0.32 .1( (CJolPW""'jl TENS.!....j CSI 4.~ .l12 1.$0 I 2761.110 O.ll 5-6 -1 1.60/. Zl41.lS 0.11 ':';';ilr.:il~ ''f.'I:':''.;l o~,A -111.601 Ut 1.11 D.ll -83 1.60/.1410.110 0.01 -41SI.1S1 )141.60 0.11 -21 t.U I 134 1.110 0.0<1 1rruss ijlO: $iM:ltofE2 Qlw: ~ --~~I TC ". "fA lC<ldpc ~r.r 10 "U.;~I.:.. 5"-St,O 2:114 OFt.11 h4 D~l '1 2~. orl ~TMDN<.C p.~r (lC~ -((lr.r:1" ~p-t S~'t. :.~ C;i<H..... ~ :;,~ik~ ..;A~::..::~ ~~HiO?S~~~C!~ ~~lg:~sl}:9~fSut T OF \ltJlfJ:ll! LeAO (ASFS :lIATE VAlUf.~ Pl~ j("~() ~f~rAIlPi ~tYO~l 11<; I ;;r~ j;;.i;t _ .1;~t ::c .;:;:~1 ~"(l ;:C; J:"": ~(;n~;. 'fnd vertH.ah ~esilj/'lPO ~:lr axial lca:l~ :l~, '/, ~J(lc"sicr.~ 01.00\11' 0" ~l'lew t!u' l:I:~~ :lrcf' e (~f any) rcavi re dddi t i olla 1 CCrlS ~ derd t i C:l (by others) for !'Ioril. lo.ads on tke cide; UPLIFT REACTION(S) Support 1 -130)b SUQPO rt 2 -~ ~( 1 b ~;o-Orop : 0-1. ~( ,h;~ (rUB is ciu.;;r,~~ '-'~:flq the USC Code. Bld; Encbsec .. 'l'c~. !m:or:ar.ce Factor 1.00 'Truss location. ."!ct fnd Zone . Hurric.lne/Oc:ean tbe .. No I' EKIl Category.. C 31dg Lel"gtn _ ~O .00 ft, B'dg Width.. . ~O 00 fl . ,""un roof height.. 11.99 ft. lIIph . 80 UBe StAndud Occupancy. Oud load.., 10.2 psf .. 1.' 1.' ,., ,., ... '~" EXPIRES: OtiIJOr~g:s ..,~ ~j~"J~I~~:.J11;~,;~~"tot~Nl~!~~,{{;;~~~~A:g-~!W~}~W;r~10~~'~~I,:g1!'8:'~jh~!~;~,1~,~ \f~'~~~l"~,t""==~~~" ,".' ..~~I~1,@@~, ~ 'f.1':~.,/.\!f-\.;,..I;[!Ir\'!:{!JF.~7'.r!i .;:'/I.NoC;~!i.~ o;r; 5,":11.:0 :;;}1,-.;e1 :1.-:Jr:r ~;~"1!.;:: Ol)i'~Y r;f,f'( (~. OH~ ;;Ii~r:t!i"lhJ f.:cm'I'n'c(fJ"'U (ust: STMANTEL. . " -.. c' .':-. ,.,.... . ~"''''"~I ~,.- "'; - -.-. .....--..., ", .":."'." ~ ',- "_...- :, -c"! ,~. ~" c,'-,,~I.--.' ,~. :-'1~~ o;,y". ::c"':-. . " '~~ -_'.-;:",.. :i '1.~; ~ T i '.'::_C"':r.r:.":L ~:: :';:::::::_: OCC::7. ..... ;";. '.. ';'1, .." ' ~... ;'r~ "'."., ",::,.,,, :'),. II', ': ',.:' 1<',1,'1 . ~,.,<: I _. :.. ~ .....: v..... ,cO Re, M"' Tens 1.00 3C OCi!:d 10.00 "f O.(:S"a~;n!1 I, 0, 0 lrOTAL Dc.>qjn ..;lee Use . L124J 42.00 psf DEFL RATIO: L/240 Te; I!.~''''':'''' <,.~,-.,.,..~........ ,.,.....,.~ ,_:,' :':l':"" .. ",.:.,.'!.;."~.; ~;:. ;"C ~;.:~.. :',. ,:,,~,',;':";. 'J'b . 'lM c;"I:i~; r.":,,,1 rl'!)';",. a.ailo:,oe as OUI~,n r,orr. TIU~'.';l1 !kl!f>o.l'e. ~~.;~ i :~, ~;';;.; :;:~~ ~.~. Li~'~ ;lV:.iO / ~ ','-.'.':~;:';' . ..,\ .~ . \'.'~.-\~ ~:' -'" ~-".~.-~,' ::1 :,c".',,_,; Sl,''',~~'~ :;':1"l" ;;~;;;~'n~'b;'jIU, -'.l'JIl:l;'I:; ,;(J'."'OIl;t:.~l S~rt: t~ IN"OR~"'l:~;":" TRU$?LUS 6.0 VER: T6.4.~~,,~;~~,,~~~=;~~~'~~r~~;;':~~'1~.~:;:=:-:tl~;:I~:~::./~tJJ~~:=..~~~ ~~~.~_~MS: ~~~A~-lflEC._ hRG X-LOC ll.EACT SIZE REQ'C ! :. ...} n 603 S.50" 1.50" ;; i. :;-!. 1 ~47 So 50" 1. ~r.r .~~: ~.':F"r'l;~.~.":l'....r; UI: c.:!.s~::! :'l\,i!" c~ :~'" :. J.~~ ':'Z:I:,hi It e.dth :1'4""~ JIIA)l. O~H:~-;~'J~ (sp.n) : l/9S9 p. ,o,l,~o.: 5-6 (LIVE) l.. -r:::;!'" I). .::.0'-" r__0.05" ClIlTICAl ","i3H FOAcrS: TC. L{)o'P'.(l))ll.lI HHS.!OOR'1 '" .1.2 n\4l(1.Hjl Hill.60 D.H l:l . .bOMUl. ~ -Jig U8 &:H Ie ((lI!P.~OOR'll TEI6'lOOR'j '" 5-6 -3421.601 ).461.60'0.1) 6.' -1121.501 2721.60 0.09 ":';';;!~;l! T~'l\':",,;l.~l -521.601 J911.15 0.17 _4071.15 I )51 1.60 0,11 -514 1.601 6"I.U 0,47 .)7S I.U J )0) 1,60 o.n ... H H ,-. I.' .., rc 2x4 OFI 11 K 2:0:4 on. II '..l2 h:~ on ~ 7A...q,^;.~ ".cat:l:!: ~O( 10 P$F r.~~~:-~".t~. -~', ~C.I ;o./,':r< :.\::'EJ ~~.; ::;;U:,.. __..!~;.~ .... . 11"WBJJ$~, ~l()); -~I.~iL.1E3 iOJw: ~ , ~~~~;~~~~~~t,~ ~~lrJ:~SI~~9~E~Ulf (i< MUL nrn lC^O C-^!.[S. Pll'T! '.','\ :;~~ P':.~' ,[3(') q.L~tAP.C>l ~<:!':1~- ':'J,:I ,)r.~;tJ;r. ''''J~: :JE'"~,.~~,~,,:j iO l";;\; ~ -;-....,. er.d ~fr;l(..h ::ll!.siI;r.e::l for ;uda'! 1::1" S ::....V ((ter,~ ;cr,\ aoc"t': cr 'celcw the tr~.,"~ :ct \:e (if a.~.,,) Tee::i"1! add i ti ::Ina 1 lMS i C"e ~ t i C~ (by otll!!' s) for horiz. 10id5 01'1 t~.c ldr;. UPLIfTR~i:ON(S} ~~~~~~i l' ~igg 1~ Iji;:l.i}ro," G-j.!L :r.:~ tr..n i~ ';',~:';;.I!J t.ai:,,; .:"e uac Code. . . gl::1~ Er.closec ,~ "'~.s. !"'Ilorta.~(e i'actor .. 1 O:i Truss loea: io.. ~ ";.ct Er.d Zone Hurr1ca"e/Ocean Line.. No 1 Exp Category.. r 1!1dg ler.l~th' ~n .00 ft, 3 d9 Width )C. C}."l 't Mun roo helgnt.. lZ.6~ ft, "mph .. 80 use Standard Occupolncy. Dead LOold.. 10.2 ps~ ..] 1 1 1 ! , , ~ , ! 5-5-8 4-<}-<I .~~ ~ 5-5-8 9-5-8 ~. '1'" 2 ~ 3.5-4 1.5~ 1.5-4 I 5-11-13 9-:.11 9 - .11 ~ 3-4 F1 SHIP ~ 2.3 3-1-<1 3-4-<l I 2-3 n..<u>~ -~- ~.(). l.:ll:lI 4--5-11 5 1:1-11-1 6 4-5.11 9-11-3 7 5-5-8 5-5-8 Exp~ls: Oti/JOr.lou:) '?2jtL~,I\~.~~"~~C ( Tn;,;",;!1 S\:.1P."':, r>"l!lIf. ilr~'0,r.3 1:!"!le~~ S'lr:;"llf '~!!'(l!l J;<:!J "H"rte R<Jl\or 'MX'{TW1.~X :;~ ~~.J ). [lC)~illl:)tl~~~r JOinl OSlil,ts Rc:Y.)rt_ ' ; .~:\C~]6~;IY;:Fri;;?~~~~:~;;~:~;:~,~::~:;;:~::E;~~;{;;~~~i:;~:,:~;:'::'~'~:!f;~~;;~~~:'~;;O~;;;;':;'::~~:~~3~:~~EL "~: .,,:) ~. ~ 1... . '""''!C~,''''' ,~ ~ '.;."'-" ....;0'-,; '_lIi" ," ", :.. ::.-;" ~ .,. '..>. '..II),,::..' :-G." . llii';~'.:.n';;f1~: r~ Mt.o,,,o;.,;;<'IC:;l'OO ";";~llUOj'\h'Aj" "'~a!G ~~~~'~;';'~,~;~~:~:'s:~~:..;;':"~:;;.'~;~" -;;:'..':1':":::: '::.~ 'lEft: <l.:~.... ' 1 M006_l000l2 ~, t'. _ . < '! .'. ~ , . ',.'"-n ~ II f":- :.';;.~ ; l: .' .. i~~~~s~~,i~~ '!:: ':-".. r;". .....-..; , ~ TCTAl ')1::: l/240 Te: .- "" 'tl,vv p,f l<~" '.. ~;~, L1~ . lJtOi>>lNillMS: $!IMIAINITlEl IBRG j} 'PC ~_EQer'<~."'E"',', <;r::.~.~ ~.~ ~..~pa Cll{'~' ':1:1 t!-.e t!"uS5 maarl,,! It e..cr. be.nnlj I'IAX DEFLECTION (sp.n) : L/999 IN' JIlEM '.5 (lIVE) L.. _O.OJM D.. _0028 !.. -Q.::W C1lITlCAL "E.'I8E~ ;oIICES; TC CO'IP.!....j' T["S'IOU~'~ CSt :_1 -HI 1.1\ I 14<J ('&Or 0.14 . -J -199 l.l~ I 1&2 1.6OJ o. I'. Be ""'.!....jl TEJI'S,!....j m 4-5 -366 1.60 I 110 1,60 O.ll 5-' -2911.60 I 2911.60 0.09 ""'.1....1' ""'.....l '" -5521.15 I lOS 1.60 0.10 -411.601 )90t.1S 0.11 .)99l.U I 3471.60 O.U -S941.601 6911.H o.n -In 1.1$ I Ull,60 0.2' -'---- ------------ 11l'~$$ ~IO: ~lMIl-lE~ @~w: ~ X-U)( REACT SIZE 0- 2-12 603 L5C" 9- s-' 508 L>Q" R~~~g. LSD" Te 11' on '1 IK hI. OFl '1 "E.~ h" Dq' STANOAllO .~~a~p~ <;:- "f'~~ ~.... -e",' rrr.-- 'J(" Ene vertH.h ll~~lg~ed'fo;~'iXi~i 'io~d~ oniy. btensions .aboye or below the trun profile' (it any) r'Qu;,'e ",dditiOflal consideration (by atr-en) f:l~ hor'Z. load5 or. the blcl;_ Plating spec: ANSI/TP! - 19'H !i'fIS D:.SIGH IS n'~ G)M~~m. ~!~:J!..i o~ "!.1l1IP'l[ lOAD CAS!~ "'- '-r '-',6lUES ,,~~ ,,~~ ';r~~,..;<~. <.::,:1~~ ,1f,iU I'l~fiNG B..IJ.EO' ON ~fE'" 'iC';;FlE~ ...."tUiS. . UPLIFT II.EACTION(S) SupDort 1 -881"- S~:lDcrt l -30S 1b :~.~ :~UH ~\"l!si9r.p.d ;"~l~:: ~.'1~ UiiC (coe. 81dg Enclosed. Yes, rlllpO~t.anu F..cto~ ,,1.00 Truss location_Not End lone H~r:ican.e/Ocu;r line. f'!c . ElIp (Hc;ory . C gl~; le."ljth " '~O.OO ft, Blol] Wlc~t:" 'O.DO ft "led" roo he;"llt. i2 ;6. ft, "'0), r ~O iiSe SU.ndaro Occupan~y,. De.ld 10.10 - 1O.l osf ~ H 1.' ,., .., ,., 5.5-8 4.5-11 5-5-8 9-1 '-3 2 3 re:oo- 3.~ 3-<~. . .1.~. l' 6- :;...7 ~~. ~ 75-12 2~ 3-4~ .~ 1 . 2-3 o-,'i;ll~. "-'Wl 9- '.7 SHIP 9- .7 all .4-5-11 5-5.8 5-5-8 9_'1.~ 5 6 4.5-1' 9.11-3 4 ,.;;/"1""" t:XPIRt.5: O8IJor.iUU:>> . .!j.';~~'~~;::i;'~h~(f~:~:;::;~~~~~t~f;~:',:~.;.;~~:.~~'~':~i'!;i,,?; ;'~!~~:~;~~~~:;~:;~:';;~9;;;;:~:~t~~~~;';:;" ~ ~:' ;,. 5 :::~''',~ 1 '_lCOC05::~:':~@@~' "'1-;" 11'(.... 1.1'; 'I/'! KJ,,. .~.'-" ".-.., .;.' ",;: ,,;":;:';"''''"''''-. . ,'.::-.",\,,;I2.Nf S~ 10 ". .~'. .. 7:::.::":.:;: .:; _:: ':~:~; '7[:.'~, :.;\......,,~,~~..\j lr",_...~oc.I~ i'..'''~:..... ;'..~". "~;;";loI,I('I^,,jAJ~ IDC.II.I>.; _L I.:, 'itn:;:'CC:.,.....;,.: lOW. ..Iu............n. v::: ,,:;o..~. ~ Tt;T;\L ....-. " '.<:'.;;C p:.f :OEFL RAllO: lIi40 1(: Ll24~ . ---------",: -------- = - Jh01Il>> lNJam~: S~lij)AINJ1"IEi!.. @11f: ~ 1Trn.iI~<l ~[)J: Slij)I!.-1E5 aRG X-L(X: REACT SIZE REQ'O' 1 0- 2.1l 1325 S. SO~ 1. SOw 2 9-!- 1 1315 5. 50~ 1. SOw ~:<.G ~~Gi.!BE."'::"TS s~c..." i1"f !:<l.SI':7 ,:"'L" en tile truss IHU'~lal ...t e.H.r. te,l{\rl(j f>\A.X DEFLECTION (Sp,HI) : L/999 IN MEM 4~5 (LiVE) l. -0_09" D. -D_CiS" i. -C.H" CIl~nCAL 1"(1"II(1l F~G~: TC CO'IP.~OUR.V H"~.l'DJq C~i i:~ :tm~UM m l::S ~:;: 8e Cl)OIPo!"'ll TENS.l"'l m 4-5 .2121.151 2991.1'0.69 5-6 -2911.60/. 2911.60 0.41 l~ -7111.151' 1601.6010.13 l:1 :~ ~~ ~ T;g ~M g~i )-5 -60'1.601 19512 l.a 0," I_I -1611.il/ Ul1.60 0..' TC 2.A Dl-l.'1 BC h& .)F~ ,i. '.-'(I! Ix. nq 5TA"'O.aRO l::.'lri,~:: ~~. ;..;: '~, -!;- ~.;":...pC..: 5C~L. PLAll.--C dA5ED {]" Cii.lc," ~lJMa~;;, VALUES. "End.vert'ic:.ls duilined for a.h.l loads only. htens~ons ..hove or bel(l\Ol the truss profill! (jf.\r,y) rrQuirl' ",cd':;n.,al consideration (by ctta'r~} for r.:;r'l. ICAds on the bldg. ~~HiD~sig~cIS ~~irr:~~;}l~t~UI.T OF <om Ul>tE lOAD (AS(~ ". "'~ v.\~;;,.s "i'i. ;~;t~ '!. .,' >: i'1'(rr,ol~l!nt bradng is 'PQJ".'t'C orevent rotation/ropel i ~\i' and ANSI/TPI 1. .';"'F """! (;~ ~ther;)"'t~ See BCSI 1.03 UPLIFT REACTION(S) : SUlloort L -]72 lb Suoport 2 -3711b ">~ ~':':S5 :s :::si;::~:; -'~..:; lJ3C :::ooe. Bldg Enclosed. Yes, I",porU('Ice fActor. 1.00 Truss location_Not End Zonll! f!!J..~ica~p./Ocear.. l ii'll! .' No . I.)(c. (.:te;o~y r ( iilti; le~;th. SO.OC ft. 91cg W::t!1. '0:00 ft ~,.a:'l root ~eigl':t. 1'.6.6. ft, ~ph ~ ~(J ua.c 5u,ndard <Kcupancy, uead lead. 10,;: psf ---------"lOAD CASE 11 OE5IGH_lOADS .__.u_____~nn 'Oir l.Plf l.loc R,Plf R.Loc ll/TL TC Vert 64,00. O~ 0- 0 64.00 9-11-] 0.78 Be V.,.t 202.88 0- 0- O. 202.88 9-11-] 0,54 ~5-8 5-5-8 4-5-11 9-11-3 2 re:oo- 3 9- -7 6-: .7, ~ 9.' .7 SHIP ~. 8-12 3.1-.0 ~' 2-4 3---0 . 2-4 o-~~ "-<1.0 4-5-11 9.11.,3 4 5 6 5-5-8 4-5-11 " 5-5-8 9-11-3 J:r~:~~:'?:,~r.1:~~Jt.~;~~ t;~'~O:;~~o~~:fig~g;;,~ ,,'?7.;f! ;;!.].~.f~;Ji.:'(r~!1~,~tA;:::,~ ;~~~l\~I;~~::7;;- S~Jl ::e::;~I~J;Rl ~~~~.~~~g,~~~~ ~~~~Ie l j> t1';~/i.I,'\- ii~~;~.-ifil..\I!,jO,~,.. .'-" ,.' . ..: " 't. ....,.. ,.' 'f."'_~""",.",u.',.,:......,..,. :~ 'r;: H.,' '1'1'. .~:~ .'"'] '; .' . " . '. ,co . :.'"':' ''''=;';'' c \" ", ',' . EXPIRES: ll&lOl2OO:i ~,ffi~(.{.@~.~. .';;::~r\~rr [~. I' ')~ "".- 0':11 " 1 ~; . , '1~ II 1 . .~ ,"'11""(,<",,, ,J.-;_'.n," . " ..-~: . ''',n:.':;'~-, .,"- ~'::..,---_:;, -,~ ~... -. - - - ~ . ,," ~-' .. ;;',; ,'.:;. :," "" .c '" ,r ~I.. "'- ._,"" _h' ~ ,~[",,,,,"~'.'.' _'.~.-,o ~''C "~.'"' ,.~'" ;.,: ,:. (,. ,'..;., .';..'.t:,~ " 11\1 '>'I... '.,,~~; ,,,'.,:.ll' ,,;.0.;, .....".,p,~. ;,(.. ~l;u;,o ii h~i:,:' ';;:.:):: ~",- 'DirL ~Jia; L/~4U Ie: ~/24~ [~_@~ ~alms: ~~~A~ifiE[ '~aR9 X-Lex: REACT SIZE "-EQ'O I ~ 0- 1-12 1325 ~-, ie" 1, ;c~. ; ~ 9 - !l- 7 i.31 ~ ; , ,0" 1 . ~:l- . 3~;:; .=<EOUIREMENTS shc'..r. are t:a~ec ::~i. ~ 1:]fl :he truss lIIaterhl at uch beAn,.; ''''lAX DEflECTION (spl.n) : I ~/999 IN HEM 5-6 SlIVE} t. _O.O]M 0.. -0.02 T. -O,O~" lClllTICALIolE""ElI.FOIlC!S: a. Co-Pol""'l' H""',(OC~,) (~1 :_) -a.z 1.11 I :119 l.J .101 I,U I 61(1,U) 0.19 8C Q:JIIP'!"'ll TEH5'!""'l '" .-5 .291 1.60 I 291 1.60 O,~I 1-6 '1691.601 5921.1) 0,66 1~ O:;;O!~il~ 'EN$,(lUt')o~l 1-S -n 1.601 lH!1.lSI0.32 2-S -21.601 79) I.U O,H l-Ci -nl1.u/ 21) 1.60 0.9S 3-' -12'1.151 1101.60 0.01 ,;"" "~" II .~,' '.~ .Jr, TRIJ;-:::>I,US 6.0 .,; /'. TC h. OFL f1 a( hE ~'l. '} '",E~ .. ~ ~ G" Ii :A,...H~^,.D Ll,,:lIlber s!1e.H aI1:l..,,::dc~' .l!l! per ~JS. PLATE VALUES PlR le30 .RESEARCH REPORT 11607 Perm..nent bracitll; ; ~ fE'qlli ..",d (by others) to prevent rout;on/toODl1nQ. Su BeS! 1-0] and AHSI/TPI 1. 9- .7 3-<.(l 1f~~a~~ mtlJ:~~nA~$. Web bracing required at Pdt,' 1acat1on shown. ~ See standar::l detajl~ CTXr.i:;8/0~1.C~1 revI). ~JH;~l~~~tr~ ~~~Ff~~~J~:i~r..~_:'~;)Lr Of MULTIPLE LOAD CASES, Loaded far 10 PSF non-t:ant:Jrrt'lt BeLL, PI.ATING BASED ON GREEH LUMB~ll: VALUES. El'1d vert;uls des;gnpd fe' uioll loads only_ .[lltc"sions ab::vc Ilr :[',0'" t~r. ::-l:H ~rof\le [if an\l:; rI!Q'J\:-e i~~;:;n..~' ~;:n~i:';~ratiD~ (by others) for hOfll. IO.l:is nn tne bldg. 4.11-10 4-11.10 4-11-10 9-11-3 2 3 ra:oo- . 1.5-4 J-.4 K~\ M . ,., 2-4 &-6 2,5-4 9- .7 4 9-1t-3 5 6 4-11-10 4-11-10 4-11-10 9-11-3 ~ I: ..;,\ ~::'~IY~:~ J~:~,;';.~:~';~.r;;; !:;~ ~r,}l~\:~7:~-;i~;;~';?ii.~ d_Jr;!l ~;(:i,~;.\"1 ',L:~rr:~t li;~ ,h2~ ;~:~:'bli~~~~>;',?.?,R1,: I ~~~.~~:~J~fi~, ~.y~)gl':~hP~9m~~ ~~~~~ ~% \ . - ," . .' _Ji!~)L.. --_.__._--~ , I ! upun R[AaICH(S) Support 1 -3721b ~~1l0Ilr: 1 .Hl lb This truss h dCS1;nf:D I.Slnl; tnE; ~BC Code, BldC; tne.losed .' Yes. Importante r,lI:tOr . 1.00 Truss location. Not End Zone Hurricane/Ocean line. toIo Exp Cate;cry . C R l::ig Lenlth. 50.00 ft, g i~; '-I~ d ::.';. 'e r:::l f:: 'olro!~ roc, hl".ght '" 11.6.4 f;. "':;~ ,4 ljr, '..iac Stan"ard Occupanty, Dud Load. :0.2 llsf __....unLOAD CASE Ii Of-SIGH lOADS --....---------- Oir l.Plf l.loc R.Plf R toc LlfTl rc Vert 64.00 040- 0 64,00 9-11- J 0.1B BC Vert 202.B8 040- 0 202.B8 9-11- 3 0.S4 EXPIRES: Q6IJOI2005 ~,ff;'7~~~'~ e...,I. . ~:_',. ',"'-' '.".1,' :_' ..., . ....,. .. """'~..'1"'\";. ~i r,..~~. <.;T",V!"f'.' - 'I, ,_ ~,. . ~ _.H:.,: " '~l I.' I' '",_'\.. ,'Jd~',': L..i;(';~ "., L..'-<:"~ !JJilll!bJ iMIliITir~I9:~lijJ~~tfE[ rB-;C-'--;~OC REACT SIZE REO':> .' ; c-]. :... . 53 7. 78" 1. ~O~ ; ; /.~. 1.~ J0! 5. SO" 1.;~ ; ?;1C 1l!~:I;;;H,,..r,,,r~ shewn UI! !lasea CNl'r Of' :!'I~ H:JU matedal at uch bea"i",~ JI\A)( DEFLECTYOt.I (span) = . t~9!g.~~~ME~ ~O~OlSLI~~) .O.Olfl ........l( DEFLECTiON (cant) : t,~q96.;6.!":8," ~O~!)OStI~;) O.CO" (:!rCAl~~!M~!t~t~61't"'1IO! o7U 1.) -S) 1.15/ 19 LIS 0.11 '-0 .J I.Uf 01.60 0.00 ~~: ~~r:~~ TEj;~tW g~tl '-0 .2~o.goh O~1.60~ 0.00 1~ a:w::i!Mj!~ To:lt!r-&il! o~J 1-' "1.601 n'l,15 O.ll 1-' -n 1.15 I ....1.60 0,01" 1.6 'Hlt.1S1 1t91.60 0.07 J-' -701.UI 7lt.to 0.02 ,,#~"'~'I ,~ ..;.;" ~ T!";'.r"~' ~.- .. ~ ',n.:~' T' Tf Ix4 DFl .1 3C h' OFt. I' ~:._~ 2xol. O~I s: 6,<J;:,,~,) . ,odded for iO PSF non-loncu:rpIH .K;l ~~1;I~.Bls~D gfG~H~e~fi"';~R ~A~Ut~~poort. End verticals desiGned fo_r allialloa.c!s ol'ly. EIltl!nS;On5 above or below the tr:;55 profile (if .t"y) require .tdditic:'ldl (cr.si:i.eration [hy ;'It I.e.,; ~ for her; L. ~ cae',; o~': I,f' ~':);. '1f'~IUIl>i ~[)J; $lMiilolF~ ~~~~ i3~s ~t~C j~ ~~Ir~~S,~~9~fSLJI. r ~, 1I!;\.i"H'I.E l~:J (AS:~. PlAI[ VAUJ1:.S F~R 'lOW ;c.i:SEAi{(ii iii.P(i:tl .lIlG'. F'erlllar,ent brat1ng is reql,ll red (by ot~er5) to prpve,,! rotatlOn/tOppling. See BCSI j.O] and ANSIfTPI 1. . ~a\V; ~ UPLIFT REACTION(S) : SlIppor:, 1 -140'~ Suppa~: _ i -l~! 1 h This :.russ IS cui;:ted USlnl,l the USC Code. 81dq Enc:losed .Vu, Importance f.etor .. 1.00 Truss loenion .. Hot End Zone . Hurric.ne/Ouan line.. Ho I EKp Category.. C Bldq lena:.h . . SO.OO f:, B d:; W'Cth.. 20.0C f:. Mp;a.n rco~ hf1~"ht.. -:".1~ f:.. l:';lh ~!:J . UBC Stand.trd O((Olp.tn(y. Due' lo.ttl ~ 1C.1 psf _u_n____lOAD CASE 11 DESIGN lOADS ..____n'H_n' Oil' l.Plf l.Loc R.P1f R.Loc LLfTL TC Vert 84.00 2- 1- 1 84.00 0- 0- 0 0.19 TC Vert 0.00 0- 0- 0 64.00 4- 0- 0 0.18 TC Vert. 64,00 4_ 0- 0 6,'-00 6- 3-11 0.18 TC Vert 3l.oo 6- ]-11 32.00 1- 8-10 0.18 8C Vert 0.00 0- 0- 0 S9.14 6- 3-11 0.40 8C Vert 10.00 6- ]-11 10.00. 1- 8-10 0.00 L EXPIRES' OtifJor.lOO5 ~fj-7ft~~~ T.'1:~.''''! n~i!:;!'f,~J-:~~:;~ .~~~ .?~.8~dl~J!?(~~: r;l:~,~'(:',~,,~r;~~ ~FG,~'~~lt,~,'rqr:,Rt\?~ :.~~"\lY;':';1~-}?,~~; );1e~~Wg~~ \1rl;'~SI')~~rcilm~~i ~~~~~O'~) . " ,'1,1:1 II I,.' ,."-.,...... . . .... ,. ~.,.. . .1':' ... ''l,,,. -',L" ';'..,':1]. :::.\-, ~ !.! ~ ~.,,;.. : SlMI\N'.~:' 11:\"('//.'\ '""',.'. -'G~ ....... ..' ~.. ;, " .;., ~~,. ,,~ .JI::.-..':"\ .~.... ~ ~-'". ; ." ",""'~ f'''P,') '\ .,.c....~~:-: ,.., ,~~ $~"'e'. "...y. S!~ ~'JO. W~'~'~."'" oc lr"Ol.; ..~~...c . ..:,,'-',..,;;.......:..,'...,.. ~'r' ",-., <". .." ."S. .,": i' J:'~ "'1' \oil: :, ; ~ I -..' .V' ~ '" K TOTAl. 1~~~l~~^T~~~ l/14Q TC: l/2'J 42,00 psf r-;:;- _ -"-----------------.----....-- - 1.]V1ii~ I~;lllflroe: :i\lCIi\lJ~~lJ'lEiL ;la;c"-.-.'~~'lOC ~EACf SIZE ClEQ'O 1 ;'l ;.j1 6!73 L~O~ 1.66~ j ;:;2 ~n:;!,~E~~,.r,s/~~~"'r1 5 .i~~":H~d75~1 ':" ;IO~ :;.,e tr~H .r.aterial at u.ch be:aril'll; MX ~FFi.ECTION (span) : IL/999 r" ME'" 15-17 (LIVE) ,l. -0 )1" Q. -0, 25~ T. -0,61" lCUTJCl.. "~MlIt~ f()lllCES: J d ~~~~~n"~ 't~S.{tlJR.) g~1! . ).~ .Sl9C 1.1 J 0.45 4.S -1401g1.1 I O.olO '-6 .1401g1.1 / 0,41 6-7 -1402111.1 I D.H 7-8 -U7071,1 I 0.36 ,-g -U.'.1,1 I 0,14 '-10 -)U751.! I 0,81 10-11 -6!Hl:l,1.1_1 0.2' U~lJ ~a6~~60~~ T~~7 ~60 \ o9A lJ-14 I SUO 1.15 0..1 14-15 I 1101 I.U 0.5111 15-16 I '"' I.U 0.11 16-11 I UlI5ll1.U 0.19 11-11 I 9151 1.U 0.1lI 11-19 I 111S11,U 0.111 19-20 I 729!11.15 0.67 ZO-21 -596<1.60)/ 5131.60 0.05 1~ ~d~u~~ 1'EHS.(U.) o~1 I-U I JlJI(l.lS) O.IS l-ll -U27(1.U) O.lS 2-14 U71(1.1S) 0.41 '-14 -995(1.1S) D.lt )-1). 405Hl.U) 0.19 '-u -14l1l(l.U) 0.90 4-16 17"!1.15j o.n: '-lIS -n'(l.15) 1I'1.to 0.0' 7.16 lMl1.U 0.41 7-U .1641(1.U) 0.15 1-17 4S4J(1.15jl.OO I-U 264S(l.lS 0.5' '-U -2U7(1.U){ 0.20 l;:t; ~ ~mH:m g:~ . 10-20 -UU(1.15)/ 0.4) 11-20 I ")OC1.U) 0.12 11-21 -7044(1.15)/ 0.44 "';11;'''' .'W' .. ~I .... - ---"-'-' lJ'rr.nl>\$ !iD): ~~icll4]~ ---,-_.-.---,....~ Te 1<6 OFl " I,' Ort " : 1. ,. n il( 2x1i !)'L ., ,,' C~l .: :.';.,1 ....:a ,,' OFl SiANDARQ ,,' OFl rON$TR 'l.lL 19-10 10.11 '" OFl " l.S.~ . 4-15 .Q Web bradr.; r"quire:! at each location s~owr.. 'ii Sre s;a..dil."c (lI~talls (TX010B7001. -001 "111) Pia. I r,c "'~I!'t : Ato5I/T?I 199~ TI!:S CtSrl:.-.: !S TUE CCM?OS!H. ~c.S::t r 0;: MULTIPLE. lOAD CASES. PLATE VALUES PE~ lC80 RESEAACH REPO~T I1~07. loaded for 10 PSF "on.toncurre'lt 8CLL, ..... + +. +.. + + +........ U:':n..>t~a!~l':d hodz. ll. dr.fler.ricr.,. a H 'f .............., . ~.;;' ~,l.:"':'; _~~:JWr. lS to' "I.~ ,e,.. ;':~'I C:irHp.r,ttated loads MUST bt d;sU;.,.(,d t;::J tad. ely eqOl.i.lly. On lIu1ti-ply with ~anqers. use 3 nl.;ls I\;n. into the tal"ryi'lq ""ember, For mol" than 2 ply. un addiT1on.sl futen- ers as indicated from the back plys, or use .ny oth.r .pproved d.utl (by oth.rs). + + + .+.....+.+.+. + +.. +. l'~~i! ~~~\w/~g~ i~S.S~.ljY:F~:(~~~) , .'. , . . -. . . . ~ . . . . .. . Or~ln.~(' _':IlJH bl' p."ovi:;ied to <l1l:Jic p::~::l~; Perlll.lnen::l:racinq is requind (by others) to p"vent rotation}toppling. See BCSI 1.03 and AHSI/TPI 1. PLATlHG BASEO OH GlIEEH LUMBER VALUES. End vertic.l, designed foruhllo.ads only. Elltensions .bove or below the truss profile (if .any) require addition.l considention (by others) for horh. 10.i.ds on the bldg. ~ 2-Pl Y$ REQUIRED . ;4-11.10 4-11.10 4--11.10, 9-11-3 ~.1F~ 2 18.00 , S-a-13 5-o.<l 5-5-8 4-7.5 4-5-11 . ~~ ~~ .15-0-0 20-0-0 25-5-8 30-0-13 ~ ?O..t.1n ~.11..1. 10 ,,1. 4 . 6 8 6 5_ -6.001 8-ll 2.5-4 3-1 8-'0 3 ....1 8-6 ~. 9. '-7 ~/1/ + 10-10 ... I 3.5-5 J-4-<l 23'001 1325# 1 1 819' 1 J-4 8-ll ---!.2!!J , 3.5-4 .-6 10;.0.n 1 1.u:t.A' 5-0-0 .4n.l}...n ,. ] 1&51 '12 4.11.10 4.11-10 5-5:8_ 25-5-8 1f 4-7-5 JO-O.13 18 4.5-1_1 34-6-8 '3 4_11_10 9~11.3 14 5:.0;'~ . 15-0-0 10 ] '!i;O-O_ 20-0-<> Y:?!.~f.T!7 ~~~~~~~,~~?,~P;~ -!I;;~.~O: ~.. ~nJ~i~~~,,~Y ;, I ~:.(),~, g~J~:~.4~ W~,}~,~ ~~,~;~~Y:-;~~,?~,,9~().,~~:tl,~~!t ~'!~}cr.~,~ ~-~~~~ ~~~~::. r; ,,;,:.: ;'-,,:. ..' '. ',. I"':. l~'-' ',~ ::: :,' ,.~ ;:":.' '". . ""u:!.. ,~"",,:' 8-6 3.5-5 1-600. ~ 5-0-0 '1&51 <lOcJ,21 ~~ p~ p.. ,. . ",-..' .... , ' - ----.~==-~~l ~~~: d' .j ---~...._. . ---'1 . , UPLIfT REACTION(S} Sl.lppo~t ! - ~.l5; )b 5~:lport 2 -l(C! :: n,is truSS is desil;~e~ ::S:"9 t:le UBC Code. Bldlj Enclosed. Yes. Impor!ance Factor '" 1.00 Truss Location. Not End Zon!! Hurr;une/Oce.n Lin!! . Ho , EXP_Cl.teqor>... C 1!1dq le"ittl. SO.DO "t. 1I1d; \,/, dtlJ. 0 ,CO &'~. ~I!.a" roo. /';c.i~nt. P e: ;':. ,,,...;;;. !!n :~:_~~~~~~[~(illtnH' D~SiGN Ll~S .~~: ~ .~~: ....- _._ air loPlt loLoc R.Plf R.loc UrTL TC Vert 84.00 1- 6- 0 84,00 0- 0- 0 0,19 TC Vert 64.00 0.0- 0 6~,00 9-11- 3 0,78 TC Vllrt 256.00 9-11-] 256.00 14- s- 0 0,64 TC Vert 64.00 H- s- 0 6~.00 40- 0- 0 0,78 TC Vert 84.00 '40- 0- 0 84.00 41. 6- 0 0.19 BC Vert 80.00 0- 0- 0 ao.oo 14- 5- 0 0.45 BC Vert 20.00 14- S. 0 20.00 15- S- a 0,00 BC Vert BO.OO 15- S. 8 BO.OO 34- 5- 0 0.54 Be Vert 20.00.]4. 5- 0 20.00 40- 0- 0 0.00 ".Type.., lbs X.loc LL{TL TC Vert 60.0 1- 6- 0 1.00 TC Vert 864.0 9-11. 3 0.60 TC Vert 60.0 41- 6- 0 1.00 Be Vert 132S.0 14- 7-12 0.60 BC Vert 2310.0 10- 0- 0 0.60 Be Vert 13lS'.O lS- k8 0.60 BC Vert' 819.0 34- 6. 8 0.60 9- -7, SHIP + l EXPIRES: O6IJ0J200:5 6JJH9ii'?JlR!il~ .',. :;'1,';"':-'" r.:;':~ . ::; ~ ":' ., .'" ~ ~ . ". ,~.. ,. , \.:1' """ , 'ft ..' ,'.. ~ " '''1 .. ' ' ___,_____........-......-'-._...._......___~_-"-___,~.__.:_._,.,.:__ _,_._..;;;....._........."'-'-_.;...~.-'O....._,_=..,":';O';""'"'""' ... .... =,~'.....----.. -----._~---~ - --,- -=-- JJ@ibl ~Oi}I:':rl)lS: ~iiJI~#l\~TlEl 8R~ :J.Xl:~ Il~~~ ~I~~M ~~~~~~ 39- 9,.4 1854 L iC~ 1. gg~ !Ill:C REQUIll:[I"~iJTS ~""::wn arp b;J.~rd ONI.Y ;;n-ti'H!' t:'":JS!i o:;a~eri.ll .l~ lac!! !luring MAX DEFLECTION (sila.-;) : L/9!!9 IN ME'" 13-14 (LIVE) L. ~O.21R 0.. ~O.iSR 1- .O.UR ClIITICo\l ,"U'II!~ !'()llcr~: J~~ ~r~i ~i)~ ~I:~~i ~:;o~ o~~~ 1.1 -16<1t 1.15~1 140 1.60 0.46 1-4 -14~.! ~'!Sl' 463 l.~ 0.31 4,5 -21821.HI S161.60 0.]1 5-6 -19H loB I )071.60 0.36 6-1 -2H~ 1.15 I HI 1.60 0.26 1_1 -JOal1.1S1 "g).60 0.)0 1-9 -5g 1.151 70t1.15 0.17 lO-lCU ~'~60-~ n~~.~60 o~U 11.12 -4911.60:' 12921.15 0." !l.0 -6011.60.1 2221 1.U 0.5' ll.14 -6221.60.1 UH 1.15 0.61 14.15 -lIlU 1.60.1 22n 1.1$ 0.62 lS-16 .US4 1.60.' un 1.ll 0." ... ([MP. d..' TEHS. CUll. CSI 1.10 -1125 ..IS,I In 1.60 0.10 1.11 .214..110,' 14111.15 0.61 1.11 -421 .15 I lOll 1.60 o.n J'l1 -221 .,60 5401.60 0.21 '-12 -297.60 5641.15 o.n 4.U -1651 ,.1$ 6251.60 0.7' 4.1) -462 ,,110 1)J41.15 0.59 5-1) -~.60 2111.60 0.20 5.14 -5)1.IS 4401.60 0.)0 6.)4 -1141.60 9641.15 0.4' 7.14 -4111.1S 4H 1.60 0.41 1.lS -5661.60 Ste1.lS 0.27 1.15 .2151.110 lOse 1.15 0.4' ::t: .!~d:ll n: 1:: g:g~ .~ ,,;' N'.'," . .'::.' ..~ ':.-. 1.. _:JS G, ':U~: =---== - 'If"lrnJIii~~IO: ~lil~2! T( Z.4 O"L '1 3r. 7,,4 on' It wla .2.4 OH STANDARD PLATE VAl, llE'j, P!ll: leBO RF5EARCH IlEp()qT 'IE07. Loaded for 10'PSFnon.concur..ent SClL. PLATIN(, BAStD ON CREEN tUfl\SEa VALUES. M Web b.radi'llj re~"ir~d at f'ach locatio.:'! ~hown. 't:'i ,~~e '\t~r::l~"d wf':~ih (Tll'O!C87CC1.CO: rpvl~ ~~H'ols~~cI~ ~~Ir~f.osrH9~ESUlT Of MUl TJPLE LOAD CASES. Drainage llIust be provided to avoid pOnding. End verticals designrd for axial loads only. Extensions abovr or below the truss profile (-if ~.-;v) "1!1uirp. a~c'itiMal cc,,~;,j"".H~C" ,by otnrr~)- fer iHlrll. load~ en Thl! l; 1::.;. " .~11.10 &.11.10 5-11-10 11-11--3 t1.t1~_'1 2 rrnr ~~ ~~ 5-4-' 17..J..12 5-4-. 22-8-1 1A.1.10 5-4.' 28.Q.13 11.11.1- i 8 .8.001 '3 . 5 '8 1~ 1.7 .... -+ Jo 1 \ 2.. 3-10 4-10 ~ ---M!!J I-aOOO-A-<l f""-'l 1.4.J1~ I&\' 5.Q.O 5.Q.O I&\' ",0 .<\.1:'-"'_-'" 16.1 11 12 13 ,. 15 5-11.10 9~w7 5-0-0 8~l-13 8:-'i:.11 5-5-11 5-11.10 , 5.Q.O 20-0-0 28-0.'3 34...... '0-0-0 T~swat Systems Pl3t!lSf.lro 20 ca, untess Sh'jwn by 'W.llS Qil), "H"116 ga.l Of "MX"(TWMX 20 Qilj, Po&illoned PI' JQint Details Reoort r:1'l::I!l~ ?~atf!~ lI"el f<lIl;1) .:amp. pl:ltn~ am po~~ IO'lCa: a~ ~howrr~t'iOvp. Shi~ g~p.rp' ~1Uc1 tlI,,~a5 to a~rm:1 Q\lerlao wrlh !lI\Jctural Oti1.tP.5 !(J(staole) ";,/ ..', !I:' " " ~.::,,,~,,,,, n ..".~ ~ .:; " ";~;~!~ is aS$....-.d Jt>> d;n'"t':~'l: ,,:: r)l....ni;on,. .. .~I ",'~ ",,1'>\ ncsi.;:-..t, ';., ,.:~. ."..;.'-.',.' ,..,: ;;".:.' :-'. : ." I' _;:::~';.T .;,. ~," :'~.' .;-.. ',;; ~.~-".._.~,.:.;,;.'" an<; ;,;, .,1'-': O~:;II r'~;;,,~~. ""a":':JIIl.as nulQut r'lIln r1\J,...~r ..,,,....... .. . ,~. .~~... ,Ie"""""'.. ~..: ;'dllP.l"'U ;'''.~''IAn''''i;,. ",".;~~ J' :1'. '...~~ sm-.:: ....... Sle 800. ';.~.,,,.,~",.,, ,,'(; ;.:;;:;~ . .' u_. @\t11:-T- llPlIJ'T RlACTION(S) : Sr.r:l:::::rt 1 -US lb !l.upport 1 -376lb l';p-Oro:: : 0.1-14 . . fhlS tf"r.r~s is designed using tile ilBC Cede. !I1dg Enclosed . Yes, Importance Factor . 1.00 f~llSS Loc;J.t ion. Not End Zone ","~r; a'lI'/O::eo1i" LiMe. No . ~IC" ::.itE';':'lry . C ~lr.'i :!n~l.h '" iO.CO '":, aiel; """:~iI __ to.OO ft flII!'a~ :>:l I"e;ght. 13.48 ft. mph . B:l uac S andard Occupancy, Dead Loar:. 10.2 psf N Fi 9' 1~ 1-7 SHIP T 3-0-0 1 1:~~E~:_O~p2JlOS ~n#12(rJl@~ Cu';' ,,'u.'..,f' ...._'--_:,.-..~_.. I~ -I) ,,,'; ~.: f !~ _.~ I I , . ~ i q , l ~ ., ~j'; ':' ij .,--- Dr.""1 IX(!P j';ur ,en!> ..i..;.u I '0 (;, _.- n.es:-:' ---. .-- , " ...~.<.:J .,:.1' !;)[fL ti.A'iiO: Ll240 rc: lI24~ ~ iC-p.L J<lJlIl>> !M~mil1i: ~~~[I(,:N!T!EI!. B~r ~.xi:?)' Rt:~ F{A.. :c~o;~.. I 1 39- g. A 1B6" LSC~ i:99" ~9qG ~EQU:i:qE~EWT5 5hew~ a~t!, ::!ased O~t V 1::.'1 the tr:JSS ::-acerai j,:" e..~h ::;eUlr'1!O I'!AX OEFlEa!~ (span) ; jl/999 IN M91 13-14 (LIVE) . lk;1Ti9"}~~MeR"'.Jd~" T. '.0.38" " T~ CD-C. o:!~. / T<'~~.(I'l\Ji) ~~: i j:i =i:1J U~ ~ ~:~ L::g~ g'a ].4 -1411 L.IS! 4511.5n ::.H 4-S -22301.15 I j6! 1.6Oj C,4.:; 5-& -19OJ l.H / 5011.60 D.n 6-1 -U45 J.n I H41.60 D.2S '.a .108)).151 99151.60 O.lO I.t .l5Cll.U I "loB 0.11 lG-~1 ~i r."60 TE;ii!~60 o~u 11.11 '.'11.60 12191.15 0.5' 12-13 -l51O 1.60 21801.15 0.57 13-14 .Ill 1.60 nOl1.lS 0.61 14-15 -lI9lIl.60 nUl.lS 0.62 lS-U -Uti'I.60 22511.15 0..' .. CIM'.DUI./ TEHS.tul. CSt 1.10 -W51.1S1 ]991.60 D.lO 1-11 -2)5 1.60 I 141' l.U 0.61 2-11 '.'11.UI 112 1.60 0.)4 1-11 ,;Ull.601 5511.60 0.24 l-12 -2lNll,l5O/ 1S01.lS 0.65 4-12 -1617 1.15 I 1211.60 0,11 4-13 -.liS 1.601 UD11.lS D,S. s.u -1971.60/ U'l.60 0.21 5-14 -5ZJ 1.UI 4)11.60 0.30 11-14 -In 1.601 K11.lS 0.43 1.14 -""l.n 1 4)41.60 0.41 1.15 -5111.101 5901.15 0.21 1_15 -21S1.101 10521.15 0,4. '_16 -uoo 1,15 I 9611,10 0.04 ..16 -JOIl1.15J1 US 1.60) 0.05 T:".... " '~l:: I : -- !lW$\$ mel): ~ffii,ito~3 --.--------------------- T( 7~4 . OFl 'I 'iC 7x4 .JF"L '1 WEB 1.4 OFL STMllAl10 PLATE VALUES I'~=l. leBO ~F.SEAA("H =l:Epooqj t}f.C7 lo.&ded fer 10 p~, non.concu:-re.,;: anL. PlATItJC BAStD ON GREEN LUMBER VALUES. This truss is dnigned using the UBe Code. 81l!Q tnclo~d . Yr~. IIllPortolnu' !'.n.tar _ l:W Truss lca..:!tfor. , ,'1e1 En::! IOM~ Hurricane/Ocean LinE' .. No . Eto C.lte;ory . r: Bld!i le~lth.. 5:>.00 ft, BldQWidth.. 10.00 it Munroo helQht_ 13.'t8ft,llIpn _ aD USC Stand.&rd Occupancy, Dud load.. 10.1 psf ,.,. ....ph bracing requ;r~d n eac!'! l~catit:1'\ ~I--nwn. 1; ~I!r ~r...r:!;!.rd :et...~h (jXOjOB10:i1.:l0i.. -f".}. ~~~~IO~S~~~'r~ ~~l~~s~f~g~[SUL1 or Mu~nPLE lOAD CASES, . Or~in~ge must be provided to avoil! ~onciin!l. End vertic~h designed for alli.,l lo~ds only. Ettl!nsions ~bove or below thE' truss ~rof;le (if a'lY) rpO\Jir~ .!:~it:nMl ct:"~;~rr;!,;:i;::t\ (hy ni"..rs) fer 110,1.... bo.~5 t:1! tt,1! ':li~:;_ -CAP PLIES MUST IotATCH TilE aOTI()l TR1I5S. ATIACH THE CAP TRUSS WITH A lX6 (fULL U,.ac;TH) ON EACH FACE WITH 8d I'rlAIlS AT 6. O.L IN EACH CHORD. THE LUMBER US EO IWST BE STRESS RATED AND CEHTERED ON EACH C~O. THIS CONNECTION IS FOR VERTICAL lOADS AND 24M OF TRIBUTARY WIND lOADS BASfD ON THE SPECIFICATIONS NOTED. LATERAllY BRACE THE . FLAT TOP CHORD AT 24" O.C U.N.a. PER TPI. . 1 5.11_10 5.11.10 5-11-10 11-11-3 '11"F~ 2 I8.1Xi'"" ~~ ~i ~i 5-4_" 17-3-12 5-4.. , - 22-'1-4 Hl._1_1n 5-4.. 28-0-13 11.11.1 i 8 91 .8.001 3 4 5 '6 5-7 ... 2.5-4 4-5 10- 1-.7 Jo 1 1.5-4 >;;K: 2-4 3-10 4-10 ~ HI.OO ~ J&Il 1'<J\.1l ''-''-'' J&Il "0 ~ '"'-'!-!) 12 13 5-O-ll 20-0-<) B_5.1' 34-6-6 ~ '1 ,. 15 16 s..5-8 4040 5-11.10 5-11.10 A:P:7 15-0-ll 8_-0:13 28-0-13 T/'1r.iwat SyStems PI;J1eS are 20 oa unlp.ss shown bv '11l"(1a Oil_I, "H"f16 03J. Ol'MX'fTwMX 20 oa ~ POsitioned per Joint Details Report ClrclP.d p1:ftP.S i1n~ !atso fmmo p!~tp.s are POs,t'fYlfIl1 'IS ~hl1WrI'a~, "SMt II tJle ~lud bIales to avflla overtao wilrfstruCl:!ml pl<!'fJS ((lI"staOle) . . -- --. . - __. ,. _ u._._.. . _ _ . . ~ _ . h.. . ~ .. . . '" ." . .!:M ~,~,"'"., -.,- ,_.. '.~",' .-;".,-~r,:.:. ~,;'_"W'~ .~, ':',- ,'~ ,,:0. .~..~ r,''''''"~'''n~ I'r'.. .,.... ,~~:;...;:.~, 1',,......_;;>':_'" ,. r, ..,~ ~_.: ~ .(: '~'.'~">l:l'~." "'~" ,'1_,,'-"~'~~.(1,",:~:.l' ~l;:'.. -----------'-~'----...:.~--......_~'_.________"~_..........~_~"_'_'_'_'_'__"_'~'A""~_ _ " . --------1 -~- <QJ~.:.._-~~-~-_., Tl-.i, dB;'i~ lased 0:'\ cnord br.c;nr;; aoolir,: ~p.c :',r !~, lowinr, st:"edt:" e' . mol. c.t:. frolll :C ";"( }4.OCM 11-11- 2l!~ ~-l3 l.!?Ll.'i ,,[A~-;I(}l'J'S) : . Support 1 -3761b SUpport 1 -376 lb. 10- 1-7 SHIP EXPIHE::S: 0613012003 ~i7lj~M~ ".' - ....1. '~Il /I ~ " '.'.. - .O:;.~ -.".; ~,I. :~8 o:>f . i;";:." ,UI' :',;. I ;~4C TC: t;.._.\~ '_ .____..=0 fJ@!tlJ' rMa1M~;~i~~,@,!.~I~::=._. l~R::; X.lOC RE".:T Si:ZE ~EQ'C I, ~ 19= ~=l~ i:~l L~g;,: i:;~~ '- !lRG ll.~QUI~E!<IIENTS Shtl'Nr. _are based ~t y ;:0:'1 the tr:lSS ~aterlal H each bearir.9 '!MAX DEFLECTION (span) . iL/999 IN MOoI 13-14 $LlVE) , !~;rrtg.-n~MR'~-F~C~~~ ToO _D.3~M ,! 1:1 ~~~j ~~~~~ r€7~i'~~- o:'~~ 1-3 -1647 Ll~{/ H~ 1,60 0.($ ]-4 .1437 1.1~,/ 4611.60 o.n 4_5 -22301.1:./ 56! 1.60 0.41 5-6 -1901 1.1~' / S02 1. 60 O. J$ 6-7 -2345 1.1~ -I 554 1,60 0.25 1.1 -)0131.15/ 9961,60 0.30 1-\1 -6C 1.15 / 691.U 0.11 Ie ~P.tMJR. TENS. OUR. al 10-11 -"'1.60 58'1.60 0,46 11-12 -4921,5O 12M 1.U 0,58 12-13 -lile 1.5O nac1.U 0,57 13-14 -1221.60 22051.U 0.61 14-15 -99l! 1.150. ZHI1.U 0,12 lS-U -136g 1.6C'T zzn I.U 0.48 W8 atIP,CtM.' TEHS.OUR, CSI 1-10 -11231.15 3M 1.5O 0.30 1-11 -n5 Lie' 1"'1I1.U 0.11 2-11 _431 1.15 312 1.10 0.34 3.11 -nl1.1e' SS21.1O 0.Z4 3-12 -Z9lI 1.1(;' sso 1.U 0.65 4-12 -16171.15 6281.10 0.17 4-13 -465 1.10 13011.lS 0,58 5-13 -1.971.10 ZIS 1.10 0.21 5_14 -SZ31,U 431 1.60 0,30 6-14 -11!1.60 9671.lS 0,4' 7~14 -49. l.tS "''' 1.10 0,41 1-U -5711.60 590 1.15 0.28 1-1$ -ZU 1.60 lDSZ 1.U 0.4' 8-11 -)3001.15; 9651.60 0." ..16 -JOf 1.1$/ 1251.60 0.0' l",' "- :::: \ .. _oJ', i. Te 2~~ :n 61 se (1\'4 iJH 11. WEB ll<4 Oft STANDARO Pl.ATE VJ\LU~S PER ;e~!C R[S[^R(H REPORT -U501, lo.ldeo fnr jJ p~> r:on-con(:lrrent BelL. PLAnl-'::; !lASE:: \iN CREEl-' LUM8ER VALUES. Tnistruss isdesiqned usin!l the UBe Code. ' . a ;do; ErH.lr.s~2 "~~. II:'Dortan(e Factor Truss l.oCiltin:: _ ~(lt [.,d lol':(' Hurricane/Ocean Line.. 1-'0 . Exp Category.. ( 81::!; length;, 5001) ft, 81dg Width.. 20.0C ft Mun roof helgl,... 11.48 ft, mph'oO 80 ' UBC Standard OClUpanCY, Dead load.. 10.2 psf 5-11.10 5-11-10 -l 54-. 5-11.10 11.11-3 17-3-12 c 11.t1_~ 1 2 '3 rs:oo 5-7 10- 1-7 Jo 1 3-7 ~ 3-10 I ~ 'io 1!'W"lJ'l 11 ] 9-0-7 15<)-0 ;~11-10 5-11-10 . . ~_.=....._.__._- ilm$\n ~If)); ~lMUiL-G~ ""''''r ;I: ~:~lC:..__~__- i.OJ n !ole!; brdl;"g r~cuir~o .,I, _cold,lol-ol"-'on ~nown> ~ See !otandard dp.t"i;~ C;XDi.Oi!lDGl.JOl revl). ~~niD~S~~ZCI~ ~~lr;~5ri~9~[5Ul.T OF MULTIPLE LOAD ::A)t5. ' Drainage must be. provided to dVO;O ponding. End verticals designed for al\'ial loads only. ~l\'ten5ions above or below the truss profile (If a"y) '-ell,~'He a::!l:i!,ondl Ctlnsiaeration (by ethers) for ~0(11. 100lds 0'-, ,fie bi,,,. -CAP PLIES MUST ~TCH THE aOlTOM TRUSS. ATTACH .THE CAP TRUSS W!Tll ^ lX6 (FULL LENGTH) ON EA(H FACE WIlli Bd NAllS AT 6" O.c. IN EACH (HORD. THE LUMBER USED MUST BE STRESS RATED AND (ENTERED ON EACH CHORD, . THIS CONNECTION IS FOR VERTICAL LOADS AND 24" OF TRIB\JTARY WIND LOADS 8ASED ON THE' SPECIFICATIONS NOTED. LATERALLY BRACE ,THE . FLAT TOP CMORO AT 24~ 0.(, U.N.O. PER TPI. 7~ i s CE'si 0;" based on chore b~iI.(; .'10 ,100l;"~ per lilt fo11:Jwlng sched:lle . lllaX o.c. from to T( 24,00" 11-11- 111 C- i! UPLlFi REACiION{S} Support 1 -316lb Support 2. ,3161b ~-Q 22-84 1R_1_H'1 . ." 0> .9 "" OM ~~ .~~ 5-4-. 28-0-13 11_11_~ i 8 -a.DOI 9'. 4 .8 5 4-4 2.5-4 4-5 10- 1-7 '" SHIP 4-10 .....MQJ 1-a.DO ~ s-o-o ,"-"-" 5<)-0 ""./1'" 12 13 5.0-0 20-0-0 6_5.11 34-a-a 15 505-"_ 40-0-0 ~ 18< < 14 < B~(}.13& 28413 EXPlRts: UUrIJOr.lUO:li ~ji? jf2~ij~ . . . T(uswal SyStems Plales are 20 lla unress shown by "18"(1B '0::1 I, "W',!'" J Of "MX"{TWMX 20 QCl.) pOsitioned per JOinl Delairs Report . ~~~!.~~p!1t?~ ~,n? !i!'.s~,_~_(ilme.l!~l~~_~.r,~.fXl.!:lt!()n._~ ~s ~hOW"',~~v~ . hiI~ Ii ~Te s.tu(J' PH~Le!l_t!l a~Ood~,=,~~p' \\Ii!h st'1l.cI~~,r.p'f.~!es (()r~~p!.~L ;j II -'"::',';'. .,..,,' _.---'-----;;;-_.-.;-'",_.~_.,:.-=-"---,-'----~-"'--'-"-.,---''-.....-....._---.~.. .....,.,. ,,:,.,:.""",,;,,'1;. j.c:', -~. - , ~~'l; .:" ., ,;, ~"'I._' "".., Tnl"'~~ ~:11'c~,,,C, ".",.>.'J~ I. -:,"""'.'.\""lCt".Xl,'::" ~ 1 (; 7.'. ~, -- "~r if)[j":,_ Q.J',TTO: L/tt.:) TC: Lli't.r "~. ;;~; .':;r.:,t; 4 -.:. ~],') P5 f '~'--------'-'-";';",j."-'-"-""'''"~'~'=-""""'':'._-,, 1 :1 ~ I , I ,~. fI Ii " l,{;u W_(()rtlJ_~ia1lnry.~;_~r~~f5I~jIlEiL,,_.. _ \ 3il~ . 'x.! X /iEAG SW: ~f.C'D Tt'. 7.'. Yt ,~ j ,1 0-.2.12 Ubi ). ;0' 1. 99" ilC .'~4 j)FL 'I" 1 2 ]9. 9-" 1864 5.S0~ 1.99~ . WEll h' Dfl STA.HoAAD :lRG REQUrR~!o'.ENTS !!-:lw.' ,1r~ ba!.l'::l ONLY tll"''-~ 'J^~:..':S D!..~ IrllO ~FS[ARCH REP{J~r Il~O}. '::'1 :~.c tr::ss r:atl!r' oil ~t I!l.t:h ~Uf"1n; l.c'!::!ed '''f :;; "!i' "a~-co"(ur~l!nt 9Clt. MAX OEfLECno." (5;.") : ?~AT[N<J :lA')t~ ON CREE'" lUMilE~ VALUES. l/999 IN MEM 13.1' (LIVE) This trun is designed using the L. -0.22" _ 0- -0. B~ T. -0. ]8~ use Code. CIlWCAtc.::r .~/;C[~i..s. ;)U~.' (!>I !!ic:j t,-~'n~~<; . Yr~, !II\Ponar:cl'! Facto' .. ..0:1. 1.' -160) !.l I ]~l l. 5C 0.48 r ru ~ s t 0(,1 t l:.ln . .Not tnd lOI'll! 2_3 -16411.1 I 54' 1.60 0.4' ff",rr;canl.'/OC.I!"" Llnil.. NO_, hp Ca.tI!9ory. C J.4 -1'371.1 I 4611.60 C.!, BldQ l.enQth. IT SO.Oo ft, a dg Width. 20,00 ft ~-~ :I~~ H ~ ~~~ f'~ tj~ Mur. roof "C1r;'H.. 13.48 ft, mph . 80 6:7 oUtS 1:1 1 H~ 1:60 0.15 use Stando1rd OcclIPancy, Oead Load.. lO,l psf ~:: -~J 1:1 j~ ~ll:~ g:I~ . 8C CCI'lP.M.1 TENS. 01#. CSI 10..11 -S&II 1.150 I Sat 1.150 0.~6 11.12 -4'21.601 US! 1,U 0.51 12-13 -61l11.501 2110 LlS 0.57 13-14 -6221.60 1 220! LIS 0.61 l"-IS -9961.601 22311.1S 0.62 l$-U -un 1.60 1 22n 1.1$ O.~I lot CCI'lP. iUll.. TENS, OUR. CSI 1-10 -1825.n 39S 1.6C'0.30 1.U -2lS.60 1418 LU 0.63 2-11 ....)1.15 HZ 1.6C' 0.34 )-11 -2H.15O U2 L6C. 0,24 3-12 -2M.60 UO 1.1) O.n 4.12 -1611.1) '211,6(. 0.71 4.13 -4'S.60 1307 1.1~ 0.31 ).,13 -1971.60 2at 1.60 0.21 S-14 -S1J 1.U 4311,60 0.10 6-14 -1151.60 9671.U 0,41 7-14 ."91 1.U 41~ 1.60 0.41 7.13 -S71 1.60 S90 I,U 0.21 I-U -2U 1,60 10521.U 0.4' 1.16 -HOC 1,U. "51.60 0.94 9+U -3OI1.U 1 Ut1.5O 0.05 ,~~L1f~ flA.r) '~~.h/(~ );,,":~~7 .V"V .u.... :.,,: (:.. 10- 1-7 .f -... '!WCJ\..~nIT;): $WAJIL.@!\l Io'd; ~:rJc:"'g .r.'pi'~",,: l'.ltr. ';)~,l~ir.~ sr,t;I>.',,\. ~ ~I!' 5tandM:l df!lalh (rXOHlBl<l:n"~Ol rl!vl). i'h1i"1 spec: ANSI/TP! - 199: rOlrs [J~src'<l j~ ;~E ((\'o'.;>:')S!T~ ::;fSi::; Of ....ill.HPLE lOAD US(S. Or.llill.llge must. bl! prO~ldl!d to av,i;i ponding. End vertiuh dl!sil,ll'led for .II..i.ll1 lO.llds only. EXle"siol'ls abovt' or bt'low tile trun profile ei f ar.y) recti; rp. .;o'~i ti::~a 1 :or.s i~rrat i en (by uthers) for hr.ri/. l(Jit~ 0" t~!! bltl;. -CAP PLIES MUS' MATCH THE BOTTOM iIl.USS. AT1"A(1l THE CAP TIl:U~S IoIIT~.A :X6 (FULL lE."(:nl) ON EAD' FACe IoIPH B:t t-IA!lS .AT 6~ o.c. r~ EACH CHORD. THe tCMa~R USED MUST . BE STRESS RATEO AHD CENTERED ON EACH CHORD. THIS CQHHECTION IS FOR VERTICAL lOAOS AM) 24~ OF TRIBUTARY ....IND lQAO!" BASED ON THE SPECIFICATIONS NOTED. LATERAllY BRACE THE flAT TOP CHORD AT 24~ O.c. U.N.O, PER TPI. I, 5-11.10 5-11-10 5-11-10 11,,11-3 11-1F~ 2 ra.oo- N , , F~ . ~~ q 5-4.' 5-4., ' N .:ll ~~ .., 22-3-4 28413 1A_1.1n 11.11_:1. Ii' 4 5 '6 f 6 -a.001 5-4_' 17..J.12 '3 5-7 4-4 2.5-4 4-5 3-7 r? 1.5-4 I ~ 1 2-4 3-10 4-10 .... --!Q!!J 1-a.00 ~ 540 1 ~ 16' t , ~ '10 1"-"-11 U...A.A ~-O 4n-'l-l' 12 13 .5-0-0 20-0-0 11 14. 15 5.:fi.:Ak 40-0-0 !i-11-1Q 5-11.10 ~-Il.:7 1540 8..o..q 28-0-13 ~!i-11 34-6-l1 Tt:VSWllt Svstnrns Plates arc 20 03. unless Sh,OWfl by "lS'{16:m I, "H-Il6 aa I. or "MX"(TWMX 20 g" I. PO$rliOrted ~ Joinl Dlflails ReOOl1 C.'~~ D!ll~(l~ ff'l.d 'ill:;~~ral"1t! R'lI~es ~.~s~tj~Ma!l S~OWrr"~f! SrJ'lI O~b1~ slud !'Iat!!s 10 avOolfOVerlaO.",;;l" stl\lct1,l:-'l1 ~~I~S. (ll(lllapl!ll. I' .'''' woe III ;j(;(;O'~~r.Q, '~",' L.", ",,'.o'~ .~1."""L:.:.J ir', ""10 At';'1I ~":" .. '._"'_~ .~. .1. '''':'''''~'':.' '. ~~~_;,.,-,' il;;l'll'l1 be venl~ ~ ~ <;l:"':'UIle~ "'~~u!~C:"'I!' ~~"', b"''cl'''CI dp.~'Il"<!' ",..".:~ '.1~"~.""'" r_~ ~,. O:'"~ :1 U"r/ll~ n.- I~.~ M$9" .,.,~"'~, '.""'110:1'<: 'lMd:~.jl '~:>n!lllO 1I.'I~r. "',:~, m,',",,"! .',:.'<"r ,".C"", :'3.-'~"..,' ,,')'.;.,~'~. 'I '1181~'~~V ll<~~rM ~.~.... ',:,,' .~. "'.~, ~"Mlt'l"'ll ..nrlll'lcl tlulltlm ",""r . ..... '-'''. ~""c,~~ ~, . "\;<\ ~"r~t""'Il m;nr' ." __, "I.~'-",o()'.ft "'-"'j .........."-, , '1- - .. . -'~ ,.,,;." .: . --'- :4tl::,g";'.-.-'---'~--~-- -- -'1 71,.,.. ;esi ~";-~sed' o~~-~~;~-;'.:~:'.' :~..:;;~.~.~.~-----'~..---...~ ;If' t/1l! fCllOW1:l9 scneol.lle: m.alCO.C. from c .... 2t .OO~ 11.11..! .'a. '.'~ :;J \iili..i;:"T REACT:::Ofoo'(S) ~ SoUQOOrt 1 -3761b Support 2 -376 lb 10- 1-7 SHIP t:JtPiRt:s: utVjOlZ~ ~;1!~ibJ@~'h _ .:~, ",'..~ '.' :: ~~~::~~~~".:;~:~._~_____......_..~..~:.,""...~~.._-"---,",-,--,-~ :_m l~ ~--- --...,-- _..._._-_.."--",,~ ...-. "" 1(:. '. -:':;'.-. L". In:4G TC: -.=............... -j~ibJ IMllImiS;S~[ij[~INi'iJ'!E1L -.-....--.--.- 5ii.G X-LOC Ht:ACT ~lH ;;Eq':) 1 0- 2-12 186S 5. SO" 1.9S" 2 39- 9- 4 1864 5.50" 1.99" Bll:G REQUIREMENTS shown are but!d ONLY :lll ~!'l, t ";,s...attr1<;'l a:: eilC~ ~t'! "."7 MAX !)lFHCT:W~ (~pan) : . l/999 IN /!IEM 1)-14 (LIVE) l. -O.2r 0.. -0.15- r. -0.38" CIlltTICAl MO'IIl(. ~ "'-as; 1~~ ~~.i~; ~ T[~h ~!~l D~~~ 1_) -1641 1.U I HE 1.6:1 0."" '->I -14)7 l.H I 4611.60 O.H .(-s -22)0 LH I SU 1.60 0.41 S-6 -l90ll.1S1 SOll.5O 0.1& 6-1 .2141 l.ts I S54 1.60 O.2S 1-8 0)08l1.1S1 9%1.60 O.lO I.' -110 I.U I "1.U 0.11 r( 2~4 OfL -I Be 2)(4 OFt II ....EB Ill" OFl STANDARD PlATE VALUES PER I(BO A:ESEAll:CH REPORT 11607. ,~,u.ll!d fer 10 PSF MrI-pmrtJrrent SCll.. ?lAliNG BASED ON GREEN ltiMSER.VAllJES. This truss is designed using the U8(' Code. . gldg Enrlo51!d _ YI!\, I~Clor:a"rl! Fact!),. ~ 1.00 T,.UU location & Not End ZOl'1! Ilurrit:ane/Ocun Line _ No ElIp ("'Ugllry.. ( 81::lg le"lth. 50.00 ft, SlllQ Width... 20,00 ft Mean roo height.. lJ.48 ft, mph .. 80 UBe Standud Occupancy. Dead Load. 10.2 psf " awr" TENS.(...... m 10-11 -na1.601 518(.60 0.46 ll-U -4921.601 U19( .U 0.5a u_u -6101.601 :U1O{ .U 0,57 n-14 -6221.601 220S( ,15 0.61' 14-15 -9961.601 22U{ .U 0.62 15-16 .13691,601 22U( .lS 0.41 .. aM'. CUl. TENS. DA, m 1-ID -liB 1.15 )991.60 0,)0 1-11 -lH 1.60 14111.U o.n 2-11 -4)ll.U )U 1.60 D.H 5-11_10 5-11_10 5-4-0 )-11 -2Jl1.60 5521.60 0.24 '.u -2M 1.60 Blll,l5 0.65 5-11-10 11-11-3 17-3-12 '-u -11171.15 6211,60 0.17 4-1) -4'51,601 ll071.15 0.5' 11_11_'\ ,-u -1971,601 2" 1.60 0.21 I, 5-14 -SoUl.lSl 43'1.60 .... 2 '3 6-1< .1751.601 9671,15 0,4) 7-14 -4911.151 4)41,60 0.41 ra:oo- 7-15 -5711.601 5llll1.lS O.la a-15 -2lJl.601 10521.15 0.46 ..16 -))OOl.U 1 9"1.60 .... 5-7 6-16 .)011.1))/' US 1.60 0.05 10- 1-7 Jo 1 lr~!JISS ilO: ~lijjl--GiS r.~ ...~tI l>rdt'1'l;j r~quired at ea~h lotdt~on ~hown. 't:J See Standard d...uils (TX01087Q01-001 rev1). Plating spec: ANSI/TPI . 1995 TilT') .OEsIGH IS TIlE (()lPOSITE RESULT OF '1t;'I.T'U'tE lOAD CASES. !)r"jna~e ,",uH be provided to aVOId ponding. End verticals desiqned for axial loads only, Extens;ons .above or below the truss profile (if ar:y) rf'llu;~"'al!l!it;ol'al_ cora'deratinr: (Oy O~ hers) for hor; z. , OilllS or. the b' de;. _(Ao PLIES MUST MATCH THE BOTTOM TRUSS. AnAC~ T!1E CAP TRUSS WITH A 1X6 (FULL lENGTH) ON EACH FACE WITH 8d NAllS AT 6" O.c. 'IN EACH CHORD. THE lUM8ER USED MUST BE STRESS RATED AND CENTERED ~ EACH OlOA.D. THIS CONNECTION IS FOR VERTICAL LOADS AHO 24~ OF TRIBUTARY 'liINO lOADS BASED ON THE SPECIFICATIONS NOTED. LATERAlLY 8RACE THE FLAT TOP CHCIRD AT 24~ 0,(' V,N,O, PER TPI. ,5-4_9 22-8-4 1R..'_10 , . - '" :9 dl ~ . ~ ~ "'~. . .. .' tQltw: ~ ---,-_....,.,.._- This. du~;n ba~p:;l un chord brac:ing applied per the followHlg SChedule: . lrIax C.CO . trOlll to Te }4.00~ 11-11- 28- 0-13 U?LIi=T ~EACi:~{)).: Support 1 .316Ib Support 2 -3761b *~ o. 9' 10- 1-7 SHIP I:WIKI::J: uw:roaoo:s 2i1L2jJj~~ tW~~I!1~i-W~w~tl.~l~e,,~~~~~Op&'l;l~7i~~M~'~l?,?>:;~ ~~(It2:~~Jb;r.:.~RiR~i~h?~ ~~.~~~1?29~W~)b~~~Jlh~~{?~%Pp%1~~ ~~~plPI ,:;-?):~,:'l/!!'\II,,' ~\"i . _ ,~., ~~",. dP.........\...... r-'TO :;:.~!:;FS..'(y 5-4.' 28413 4 5 '6 "_1'_~ i 6 .MOI ... 2.5-4 4-5 I' iirld ::ane in aC<;OloU/lCe with lhB ewe... ...erw..- cl TJ>1 ~1'Id AFPA "uig" SUII1CI~'. NO "$pORSibiIily is asSl.WTllId Iol' ClI'nItflIoOnal aeeurxy. CHmenU:lnl 'felOb4~bylhllCDfllCll)nltnlmaru'xturtrll\dlolbuill*lvdnigretpriorlOlIllneIlbn.ThllluiIcl.-.gcleslgnefmuslao.rt.ainlh4thblds ,,'tlIll:OClon~dnIg"_OfI!'oeeGll'llb.sr.g~bylrlelOultluilomgOXllll'lClh~l!PIlIaCIon. Thl!OI:IigIInamn,,*h_c:l'lon::l ."I:M'I'I\<~by~-'OflloDrshP~_lhPbll_d'OOIl"IlIII!';ll!yhrKl!dIly,oIgld___Mhlnzllllll!f\aldlrtdl'1~. ~0IhI!""" . , ..... ,- , :.. .,. .~. _, ..' ... ,.. .__"A'... ..,'.~" '., """ _.._.. '"'. - ,. :.. ~I:-, :"=";:" '/":0:':. Tr .:..:.. - ._.,." T~~ ,.....'",. ~".."'~.., ".;., :"r.'W"~I.F~", \\ :~,;~all'" ._-'._~-'-"-'." -".. -.-._-_._~.__.~-_. ..~._-- .._-'.'_."-'.~------~..---_._..- ,.-'...----.-,---- S'-'~ foI'.". Sf'< ~rc. ......'.i"lll(lr. n::. ...... . :."..,,~.l'l,. ". ..'/ .' ::,:""llr: -,. -'~. ~ ",: ",n:.. ,. ':;;..1 II""" ;1; .",; ,'J" ':, ;.......-". I D'~n" Te Li ve n: OP.:!r. 25.00 p~f 7 CC :;:;f IlC - 16 WT: 3481 I 10urFacs l-l.lS P-l,1S ~~p Mbr a~d 1" 1~ " : ~ ve ",i,." ;;:,; .cr i q...~ ::~lr Tr.,.,; r TOTf.L :J:d:__!;~;l'." Q'\~rG; Inr..1 '1(: l.n...} 4/!_()G iJ]@foJ iM~~~: _~~~f~I~!,-______.____~_~ _. IBRG 'X-lOC Q.lACf SIZE :.i.i:Q'D 1 0- 2 -12 1865 5.50" 1. g;~ 2 39- 9-" 1865 L50~ 1.99~ !3RG REOUIREMEfoITS shown .re bued ()Nl'" C:~ tl,e tT:1H lI''ltr.ri!l at f'.1cJ: bP.2~;:"~ \MAX I)EFlE.Ci!CJo' (~-an); . . IL/999 IN "'EM 11-12 (LIVE) .L_ -0.29" _ D. -O.20~ T. .0.49. jCllnlCA~~~,~~~ 'CE~iH~. OV~. CSt ~ l-l -He! 1.15 I llJ 1.60 0.32 I U :mn;lH :~n:~ g.~~ i ;:~ :m: U~ ~ ~n t:~ g:~~ 6-1 -HH 1.IS I HI 1.60 0.24 7-8 -)0"1.15/ 91Cll.60 0.27 I.' -51 I.U I '6,1.1' O.ll ~H l r~l' Tillilttt gill 1]-1<4 -1341.60 2M'I.U 0,66 l~-l.!i -104J 1.60 HI'I.U 0.62 15-16 -USCll.60 1I971.U 0.41 WI O)IP,'f>>I.', TM.-tul. CSl 1-10 .l&42 '.U I Jar 1.60 D.n 1-11 -BlI ,601 U9'I'I.U 0.62 2-11 -15~ .15 I 2SS 1.60 O.H ]-U 'ZU .15 I 41St 1.60 0.11 )-12 -21l .601 Tll I.U o.n 4-12 -U1.5 .n I 6241.60 0.61 -4-1] -461 .601 15211.U 0.67 s-u -146 ,601 1321.60 0.12 '-14 -," .ISI 40Q 1.5C" o.~ 15-14 -11(1 .6O{ 10]11.1$ 0,41 7-14 -52! .UI 4211.60 0.'7 7w15 w4:U 1.601 '011.15 O.ll .wu ~261 1.60 1 UIC 1.15 O.'Z .-16 .Z9I' 1.U 1 UC 1.60 0.7. ..16 .1lIJ~1.U 1 W~l.60) 0.0' ~,~~>; ~ti/,.:..:~. $,"''''r''. ._~'~",a."..." ,"h ~ "'.: "..~ ."'\,i '':';\:;: 9-',-0 T ."1-0 H. 210:4 Ofl '1 il(" 2114 Dfl '1 Io'~a lit" DFl STAHDARD GaL au< 2li::" DFl STMlOAAO CI.~1'"E '.J"L~tS PE~ leBO Ilf.'iEJI.P'(li 1l[r>{l~.T tH117. v:,;.;.';dijemustbeprovided to aVOid pO,'ding. PL....T!Iol(, BASED ON GREEN LUMBEIl VALUES. ' Erld vertitals designed for a~ial loads only. f~tel'TSlcn5 above or below tMe trIas profile ~ i f ar.y) reQui re add; t; 011 a 1 cons i dcra t lon . lby ethers) for horlz. load~ 01'1 the bldg. ~C^,' Pl.iES MUST MATCIl TIlE SOIT~ HWSS. ATIACH THE CAP TRUSS WITH A 1)(6 (FUll lENGTH) OH EACH FACE WITH 8d NAILS AT 6~ 0.(. IN EACH CHORD. THE LUMBER USED MUST BE STRESS RATED AHD CENTERED ON EACH CHORD. THIS CONHECTIC* IS FOR VERTICAL LOADS AND 24" OF TRIBUTARY WINO lOADS BASED ON THE SPECIFICATIONS HOlED. lATEAALlY BRACE THE FLAT TOP CHORD AT 24- O.c. U.N.O. PfR TPI. , . . '. 1fru~~}~Ji~j~""{il~--' --= ~:~=~__.iQllt!f.: .-. ~..~_____' ~ 1O1!'0 b.r~ll:>':t ,pq'Jl,eo a: each location sno...". lrY See sUfldard oetails (TX01087001-001 rlv1). ~~~~i ;;~S~G=(!~ ~~I~:.oSIii9~ESUL T OF Yl:~ rr 11:. ~ :,,",[': C4S~S. loaoeo br Hi :>S' "c:\-(onturrent a(ll. . B~irDI~~ O~~~G~~: ~~S~l~lli~ c.:~~~ rJ~~~f' [,) ;ablr ~raci rl} requi rea It se" i"tl!"rvals, i rKoospd to wlnd load apelied to face. . Sep "(;pnr.ral Gable Oeui 15 . COO?05S03S.. fillS oU':jn tla\IC on Ultra bracing apoliec per the fo11::1...;n9 schedule: maK o.c. fro.. to TC 2( 00" 11.11- 28. 0-13 . U~LIFT ~~AcrTO~,~;}. Support l' -375 it: Support 2 .3761b This truss ;5 duigned usi,,!! the use Code. 91dg Enclosed .. Yf.~, Importance Factor .. 1.00 . Truss Locatiofl .. Not End Zone H'Jrr; cilI'c/Otea:: l ir.r " .\le . ElIp (a~e!lory " ( Bldg Lenlth.. 50.00 't, 91dg Width.. 20.00 ft Mean roo height" 12.83 ft, mph.. 80 UBC Standard Occupancy, Dead Load. 10.2 psf ?-O-O 'i;O:P. 6--8.0 8.8-0 8-8-0 ~~ ~.~ ~i 5-0-0 '0-0-0 ,8-8-0 23-4-0 30-0-0 1n-{lfl ""-"-" ~f'\J'lJl '1 2 '3 4 . '. 7 . 9' 18.00 . -8.001 2.5-4 4-8 5-7 4-5 Ad n~ if ~l ~ I'~ 35-6 ~ ~ t '" \~ '{ ~~ __LL~~/ 1 2-4 3-10 5-8 1.lV'l.('l ~ '10 11 5-0-0 5-0-0 TYPICAl. PlATE: 1.5-4. 10.0-0 , 5-0-0 0-0-0 AfI.t;l-t} 12 13 , 5-0-0 20-0-0. 9..: .() SHIP T 3-0-0 1 ~ 1-8.00 ~8 , 5-0-0 14-AJI 14 J&lI I.' 10 J 7.34 27<J--4 7.34 34-8-8 5-5-8 40-0-0 EXPIRES: O6r.lOI2D05 ~n#~iFrirpl5> ;J:,,-'';W1t! S}:Slnms PI"l'MlJrf! 20 l!"l__u"IPlIlJ I'tlOW!1 hy "lS"/lf! p:J,I.' "H"/16511t,1 or -MX-(TWMX 20 oal, DO&itioned per Joint DetailS ReOOt1. .' :"'-:!".:11"':'.:(': ,:IJ;~. ~':'.';':(.1. :'':-l'''''! r"ltr:~ >IJ :'::1,11':)"':'. .'5 ~~':1'", '.1 ,ovn. "5":,. .1~'J'il ~,'Ii(j .,:;>tl'" \0 1I'~ld oyana". ,^,I!h ~lru~lur.:>' r;111105 ,...:'o;laolpj 11'.. .;;".".'....1.\1.'...-. .: _"'), <.;;7.,...."-1.. .".--- '. K:: ," "~'.~~,':.C ;""1:; l';c ~I.nt.-: "I1.-:;'",-,:J' :'i" ';': .1)";'.' ~",,~c. S;.j[':Jr::~ ...~ rn;"-".;~'loI'f '~J~~,ned Iof dllTllifI$iCn;;1 iC~Ur;j~Y. O.....R4ions .;:'.' ,:~ ~,' :~r'~~,-"petllJ~t ",...-,,,!~;'_ 't: ~I'O~" :>0. oIdu..o ~C".""f pnof b ~~~ri~"r~.,. .T~ ~"Il:lir9 dnlgne. _ nrertaln thai,.... k,,;,o,lS _.. ". ,::.~:~';.';::.\~~~~:~,~~,~;~IJ~' ~~':"~~~~t.":.:::;:'~~ ~~. ~~r~~;~:.~~?~::::,~,:~":::;.. ~~~,~~~~: ~::'~I:"1 25.00 psf 1 r'''! :-.;.r. "-..m: .. ,.~... , ..,II.~; .. "",,.',,:~.., '"'~;i~':": '.':l !''';''~' \'","''+~:~.- ':':~'"~" " De....... ft ",,'"" ~ TC live I ~.~~:: #LC - 16 WT: 638' i IDurFacs L_l.IS Pool.l5' 1 llil--!~ Mbr Rmi i.l't 1 .,;..,., ,t;o !";r"','" !..~ .:~~..... '.;;.~a .:~ f t/'<!i. _..:.::~:.... STRUCTURAL CALCULATIONS Mentze Residence 2062 Harbor Drive Springfield, Oregon " Prepared for Gary Simantel - Architect 1297 High Street Eugene, Oregon 97401 February 10, 2005 Artisan Project No, 05021.01 ARTISAN ENGINEERING, LLC 325 West 13" Avenue Eugene, Oregon 97401-3402 Phone: 541-338-9488 Fax: 541-338-9483 www.artisanengineering.com ARTISAN ENGINEERING, LLC 325 West 13th Avenue Eugene, Oregon 97401-3402 Phone: 541-338-9488 Fax: 541-338-9483 www.artisanengineering.com February 10, 2005 Gary Simantel - Architect 1297 High Street Eugene, Oregon 97401 Re: StruCtural Analysis of the Proposed Mentze Residence at 2062 Harbor Drive in Springfield, Oregon Dear Gary: Artisan Engineering has completed a lateral analysis along with header, beam, joist, and footing design for the proposed residential structure you have designed for the Mentze . Family. The house is to be built at 2062 Harbor Drive in Springfield, Oregon. The proposed two-story, single family residence will be wood framed. The custom home has a large Great Room at the center with a stairway and bridge providing access to the upper floor loft and bedroom area. There are also large covered porches at the front and rear. All of the floors are framed with manufactured I-Joists and there are some glulam beams required for floor and roof support. The roof system is to be gang-nailed trusses built a truss manufacturer and designed by an engineer licensed in the State of Oregon. We have reviewed the Moshofsky Truss submittal dated 2/07/05. We used the point loads from the large girder truss to size footings and support posts. We analyzed critical elements utilizing the provisions set forth in the current building code (20031BC with Oregon Structural Specialty Code amendments OSSC 2004). A roof snow load of 25 psf was used for design. The walls have been checked for lateral forces, wind and seismic loadings. We used a wind loading of 80 mph with exposure B for wind loads. Wind controlled the lateral analysis due to the height and lightweight nature of this house. Sincerely, '- -J~~ \;Jf}} ~h; w~~en, P.E. Principal, Artisan Engineering, LLC I have marked-up your drawings with the necessary structural elements, connections, and fasteners determined by my calculations. Please ensure that these markups are transferred to the submittal set to ensure that the drawings agree with our calculations. Please call if you have any comments or questions. ----::-,-- /-:,,-:-;,,\ H,-;lie,>" /JY~~~~:;i;,i;~~:;;~~\ f \ ' ~ I -'}0~.;;~>,t f f ': ~ . ,\~..~Jf' ,..; \. \. .-~:~i-c_ //__ ;i' '. /:.",;4:-", .,',~j~"'~":'/fo/ '<$f.;ntr~jJr}.Y ( t,{:> . "'""",,, . ( :'-".". , . ARTISAN ENGINEERING, LI.C IJOb No.: t;o'l.-{ .0' Page: \ of: 9 325 W. 13th Avenue I L \ t? J .I Eugene. Oregon 97401-3402 BY:' TA;V" Dale: ., 9/ {)C; Tel (541) 338--9488 . Fax (541) 338-9483 I ( ). \. ~ www.artisanengineering.com Project: 2)l /'JA)f\5 v - N..e./otv--t:t:e ~ i ~~ . I I 'I I . I ' '.' '., I ! ii' :", i' 1 I I I ; I . .' , . , , 11 d::~L~I,=}-E~--~'--~r-!-T-: [Fj~~~~={J:-L~_:o: ...1._ ~_~:~~=~E .-: I :~: ~: I J ! ! " ---- J-~t-L-L~-L~~~--L~-~_--oL..-- , i ' \ ~~~~-v-z..;-T--r-Tl-- , - .--.------ -0.---.--------- -H---H--~' ~-:---~--;-,--..-fqoOYtc:-.~-im:--:-~--, . ;-l?w}->- . ---WA1/V- ': ' i---i ; ; .1J-;(1=----------g--(:-(j(+.-- ---oiS--tJ....---;rr( _c. ,_1'_____;'_) ;.- .---od, Ia'/I._'_.____L___________.. --- '. J.--.I.--~- .. n _ ... --..---- -'+'..-.L-L .()V~t.():$" . Ib~, .-- ~..,., . l' - , i-'-i.-r+-+--i------!~;-~-----m-:---:!L'----'tJL.---=~_~.==~~.~~~-= ,~~___ _______~___: _:. . , , 'I ' . 'Z- Gl ' , -z" d. 0/ -."--t--!--'---:--;--.i._- -... I} ;:t-, ,.1 net .l-===, o-rf f '. 'I' I .,. _____ ---~---,---~.-: _1'_____''''''' - i..... -1.. -- :.... ,. . . _ _ "_~ ~)'2. :: 'SO ~~ IA~-; 4x-/1,. d'f' /-,-,. . ~~--~: f:;: ""T :''1",~" . I ~x I ~ :...______--;___,_:__~-_--- ___:____:'1"__ ./}~ ).1<-- _ _ -- @?7~r~sWi":>EaJ.if-~i'_~Jl H .. N.. -z. . <? 1 k:'~ ..-------- _"n ..L_ /)Vi' : 'fx (0 . +.01.<;\ 'Z _ 2. I. J .... 0 . .__.___n_ .. ... m __ \: "f V 1l1f- - _ .~~,-z,~1pt- \lAs-f 1XI1--, t;!ci~ 'f.>u-~-:: ...,};V ----:~ .=,,~ ... . .. .. ~-]JI~t-'~~fJ:L:~~~-t~-. I . - .-- .'. . ....ri'. ~'. =- ~<;'TS . sl -_~\.rr:n~';W. \,,:,--,- - - ,n_ - ". . "'Q \<." ; . . . 'jn_ ~ W ~ ~ i I I! 1 !.~ I: J' , -: ...~~~,t."~:hS ";.'6'> JF;jf. (()..l b ' 'Ie 2 --... . u:' .~i\~.uL-uS u: .~-~J.-~ __~~~ .__~~ ~'OA .::__:'__Sl-~joJ~-L~~:~~s ,'tYI;~^IL . - 4\~-' v\~ 7X~ I~' ____________mu___n.._u~___.__.o_ _n - .... -- (a." '7 u .~ \ 16 WAU <:- ; (jlt.. .".._~ .~............ i (~ ARTISAN ENGINEERING, LLC IJOb No.: 50'L\ .0\ Page: V of: ? 325 W. 13th Avenue 1..;rA..., 'l..-(c./~.( Eugene,Oregon 97401-3402 By: \ No" Date: I Tel (541) 338 9188 . Fax (541) 338-9483 I C \. _.L '17 -s a~ I www.artlsanengineering.com Project: .JIM l\~ J\J-ll!,<\;\ ~ I,-N l~ '~I I ~ JJ Ib ~ ~ Ii. i l--c-U : i i I LfT~~=i-~~~'-'--~" -I ~,~{) ; ~ ~I' S,! tl . 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NII~ : ; . iii' :: "I;:,':. . . 2.-------'1--..1-------- ~: w-L_L~___L.~___--..__L~.:_:_. ___.:_~_____ 5't-~~'l \-h U L':-..' i I ! : i+i : : i . .~--L.;-~-:-------f------ ___I'''~__ .. . :4+ i m ;~-~ =~F~j}-.-@:-:-~_:~~~ ~ . .: ~ ! , . ;N: _~~(~~_,f: -1J--a.1r--- {at , () l L, -" ~ r{/itf . :~c:t-~----l-~'~=---:;TJ:.J~...(- ~ ~u: ...n.. ~I' ~ ~ .~:;;; fj'~" ---:--:C-_d'- ~--- 1-'\ -', _c.. I-L ~ I (,. ') ( . , ' . . ! . . '0 - _,,_u__ .._..u__n.__...._.__. ._.... u_______.. Ekk ,--- ==:::_~::~:~~~~-::-:.= ~=:_.~~~_L'5'X; 1'~/-I-P<7.7X' z G5'j'St- of Date: , / -I ~~l~~ TJ-8earnf>S.16 Serial Nl.mber: 700411274' User: 1 211Mn'J5 8:08:27 IW Page 1 Er'lgineVersIon: 1.16.5 Upper Floor Joists at Mentze Residence for Simantel 9112" TJI@ 110 @ 16" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~h I ff]~ , . I ~~ . 14' 6" Product Diagram is ConceptUal. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential- Living Areas (psI): 40.0 live at 100 % duration, 14.0 Dead SUPPORTS: Input Width 1 Stud wall 3.50" 2 Stud wall 3.50" Bearing Length 2.25" 2.25" Vertical rL..~_".~ (Ibs) Uve/DeadlUpliftlTotal 387/135/0/522 387/135/0/522 Detail Other A3: Rim Board 1 Ply 1 1/4" x 9112" 0.8E T J-Slrand Rim Boa~ A3: Rim Board 1 Ply 1 1/4" x 9 112" 0.8E T J-Slrsnd Rim Boa~ -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Shear (100) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) T JPro Maximum 507 507 1785 Design -501 507 1785 0.289 0.391 33 Control 1220 1018 2380 0.352 0.704 30 Control Passed (41%) Passed (50%) Passed (75%) Passed (U584) Passed (U433) Passed Location Rt end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:LI240). -Deflection analysis is based on composije action with single layer of 19132" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 1" ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to acheve member stability. T J-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor perfonnance infonnation and is based on a GLUED & NAILED 19132" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional conS;~,,~~.,,~ for this rating include: Ceiling - None. A structural analysis of the deck has not been perfonned by the program. Comparison Value: 1.22 ADDmONAL NOTES: -IMPORT ANTI The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in aexordance with T J product design criteria and code accepted design values. The specific produd application, input design loads. and stated d~.._.~:..1S have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL Yi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBe analyzing the T J Dislnbution produd fISted above. PROJECT INFORMATION: OPERATOR INFORMATION: Tim Wokten Copyriqht C 2004 by Tru~ Joist, a Weyerhaeuser Business TJI* and TJ-ElealllP1 are rl!lq1ster~ tradeBarks or frus Joist. e-[ Joist-,Pro. and TJ-Pro. are trademarks or Tru. Joist. ~~Z~~ TJ..Ele8rnIlD6.16Seria1~00411'Z1'" User. 1 2/10f2005 8:Oft27 AM Page 2 Engine Version: 1.16.5 Upper Floor Joists at Mentze Residence for Simantel ! 91/2" TJI@110@ 16" ole THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0/ .9 Load Group: Primary Load Group 14' LaO" Max. Vertical Reaction Total (lbs) 522 Max. Vertical Reaction Live (Ibs) 387 Selected Bearing Length (in) 2.25(W) Max. Unbraced Length (in) 37 522 381 2.25{W) Loading on all Design Shear (Ibs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbsl spans, LDF = 0.90 1.0 130 131 131 135 Dead -130 -131 131 135 463 Loading on all spans, Design Shear (Ibs) Max Shear (lbs) Member Reaction (Ibs) Support Reaction (Ibs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) LDF ; 1. 00 , 1.0 Dead + 501 501 507 522 1.0 Floor -501 -501 501 522 1785 0.289 0.391 PROJECT INFORMATION: OPERATOR INFORMATION: Tim Wolden Copyrlqht C Z004 by Tru:s Joist. a "~y~rha~u$~r 8usin~ss TJIJI and TJ-B~_ are r~qist~red tradeaarks of Trus Joist. e-I Joist-.Pro. and TJ-Pro- are trademarks ot Trus Joist. ARTISAN ENGINEERING, LLC 325 W. 13th Avenue Eugene. Oregon 97401-3402 Tel (541) 338.9488 . Fax (541) 338.9483 www.artisanengineering.com Job No.: <;0 tl . c:> '\ By:~ C( \ Project: (11 M.A r-rr bl.-- -- Page: l of: <} Dale:~(olo< ., UOI,,-t=te. 1b..<;- . 3!r::tlt~~t=n__~t~8S-Jf 'to X (10+ ~) .. <i5I<; W _i~, '.. ~-..,;p. ,~..-~.-7(Ol.. ~..'l..~.'.- _=:v:J!=-<:"'2IrT';'>)'nl'&r"-- .. <>>. ;.<3-~ili=l~-i~;b65 . L. .~ · (QtJl-0'u-z 1-'2 ~ It <sf"" I]. V-vln,s-' ~ -up-1/~!!J ~--~---~@l-=s.B---~-IL~-f:;b? .z.'ff+ i?14!v{' =G7)~ 1/ A;~(<l<;:'bSj=<~;7~+ ~~~~-t/ IOIbW~ :K,-l~ .',. /<;x \0 It). is-, \ "- V -__u_~~;L~t:._._._._._.~~. "'_n. . . . lL. (~~1' . . .CO)';l~ <: -Ir):-c...t+ 4 ~13 fi- gr 0 cr. \ j-z-(1-"? -: '330 )~~ .e~ s ur..+-'f+> +,~ 'Z. fJ y-J. S+ ... 1).1(1-/1] $ )~ ~/fr __._ .1 ( =___ .__~ ,__,= .. ..._~- _~.. ..~ . ~- - Ie Jf~~~ _uT-~_lr- -~~~~ /~ ~lc-t'.~ '1 "' {t.. Y!ratfYf0)1 +t1f1bctrfUD . W(. \,11-117 ~ JH'\") I.j uu d r~~it:<< l~Vl~lJ;'~ - , (''''~-' /0-" r . .. ARTISAN ENGINEERING, ....C 325 W. 13th Avenue Eugene, Oregon 97401-3402 Tel (541) 338--9488 . Fax (541) 338-9483 www.artisanengineering.com IJOb No.: 5111..\ . () ) I By: ~. .0 I Project: ~~ Page: !3 of: q Date: 'L!t r; fer; . -~T~ ' I i I! ! i . t 1 ; . ~ ! j '" ' .- i i i-+--l-:--T-~i--r----~- ... -i--i--;--,--;-+t----Li- - . ..... --l-I;----!B?.-J-c~j--f?----.l~-i--:G.:.-fIG~~" 'I.<~ . I,,~ ; -- i ! ?r!i T!-r~f-~ !:~L_~_:~-i--;--:=~~~:T__-__-~___~-_~~~1~-:;:~ ! 1 I , 1-- i ~ -- g...:. -_I _~_ . ..___.___________.____ ---0 _v_____ -++l~--'-~- I i ------------r . :... '--r ,..---.. --. -.. . .. . . .. =~ ;-tj~~-:-rii~{~~S~~m-~~:c~:-~~-iS{o~+- 0\-0 ~~~-.~.~ - :-.; :.:.L.'.. ____~_.______ __ ----:----.=---:~-~-:~~~~==:-=~~T~~.--~- .-:t-J~ ::__":__'!-.' .'.__u: .. 'Z&~l,\ttf ~. uta ~f -~:~_. f~f~0._~::-:__~-~~--:?~ hf6:~:'_ -----'--'-. --.- -:-U:~---.~. w. 1f'--9?1~- v. ;k (i;J'" .... .' -..' /. /.'/ / /- ,"~ .=-:-'--:-f=:_==-.-T- L.--:Fi-~~..::~'--:-;'-~u/'~ Y<< /; II> ~ . , " ~ -. -P-{-.-----LY-f~-'--//-- ~ ! (" . , ,.. ....,,~ ~:~~:~~[~-~--:.~-~ ~:~'~IS~~ --1-' -~~~-f.~~t~--~--~--~._~~ '-. , ,--;) ::~~l~'1"") 8 :0 f~ o:c~ &+\ __'_.L_:__:._...._"_.___._~; . f,.-sI~ ____:-c~~-~-~-~~I-=-..----u----- _u.u______ -~---~--'-;-+---------1- . fc:e---=s.-U u. / .--- .. 'U" -. ., ~.-~._~-...'---~-+-----:==.::~==::-:--:9-:~Jr .....- ... J:.=---__ - -f-\ / __.________ :_..___ . -f___----..--'cc-LJ.----=c~;:.-=-.u. 1-1 .. 10 k ltO F+~ v.J1 (1) ~{ {J.J;r-t~'~~ \ \ ~ r~L p t7rJo, I Aev:5OGOOl Title: Dsgnr: Description: Job' Date . "1'1/9 SCODe : Concrete Rectangular & Tee Beam Design Page 1 I Description Check Footing at Mentze to Span over Septic Vault I General Information Span Depth Width 8.00 ft 10.000 in 18.000 in . 8eam Weight Added Intemally I Reinforcing Rebar @ Center of Beam,.. Count Size 'd' from Top #1 1 4 1.00in #2 3 4 7.00 in I Uniform Loads Dead Load 0.400 k . #1 , Summary I Span = 8.00f\; WKtth= 18.0Qin Depth = 10.00in Maximum Moment: Mu Allowable Moment: Mn/phi Maximum Shear: Vu Allowable Shear: Vn.phi Shear Stinups.., Stirrup Area @ Section Region Max. Spacing Max Vu 0.220 in2 0.000 Not Req'd 4.258 i Bending & Shear Force Summary Bending.., Mn'Phi @ Center 17.86 k-ft @ Left End 6.98 k-ft @ Right End 6.98 k-ft Shear... Vn.Phi @LeftEnd 11.74k @RightEnd 11.74k I Deflection Deflections... DL + [Bm WI] DL + LL + [8m WI] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm WID DL + LL + [8m Wt] DL + LL + ST+ [Bm Wt] fc 3,000 psi Fy 60,000 psi Concrete WI. 145.0 pcf Seismic Zone 3 End Fixity Fixed.Fixed Live Load acts with Short Term Rebar@ Left End of Beam... Count Size 'd' from Top in #1 #2 Rebar@ Right End of Beam... Count Size 'cr from Top #1 in #2 . 3 4 7.00 in Uoward 0.0000 in at 0.0000 in at 0.0000 in at IJil Left 2.281 k 3.059 k 3.059 k Live Load 0.200 k -5.91 k-ft 6.98 k-ft 4.26k 11.74k 1.333 Not Req'd 3.003 3 4 7.00 in Short Tenn k Start 0.000 It End 6.000 It Beam Design OK Maximum Deflection -0.0029 in Max Reaction @ Left Max Reaction @ Right 3.06k 1.99k 2.667 Not Req'd 1.452 4.000 Not Req'd 1.452 8.000 ft Not Req'd in 2.848 k 5.333 Not Req'd 1.612 6.667 Not Req'd 2.572 Mu, Eq. 9.1 2.93k-ft -5.91 k.fI -4.90 k-fI Vu, Eq. 9-1 4.26k 2.85k Mu, Eq. 9.2 2.78 k-ft -5.61 k-fI -4.66 k.ft Vu, Eq. 9-2 4.04.k 2.nk Mu, Eq. 9--3 1._34k-ft -2.69k.ft .2_29k-ft . Vu, Eq. 9-3 1.94 k 1.37k 0.0000 fI 0.0000 ft 0.0000 ft Downward -0.0021 in at 3.9360 ft -0.0029 in at 3.9360ft -0.0029 in at 3.9360 ft IJil Rioht 1.569 k 1.991 k 1.991 k . . I Rev: SOlSOO1 Title: Dagnr: DescriDtion : SCODe : Date Job& . ~ Concrete.Rectangular & Tee Beam Design Description Check Footing at Mentze to Span over Septic Vault . I Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta' Xneutral Compression in Concrete Sum [Steel compo forces] T enslon in Reinforcing Center 0.948 in 0.805 in 36.967 k 0.000 k -36.964 k Find Max As for Ductile Failure... X-Balanced Xmax = Xbal . 0.75 a-max = beta' Xbal Compression in Concrete Sum [Steel Comp Forces] T alai Compressive Force AS Max = Tot Force I Fy Actual Tension As 4.143 in 3.107 in 3.521 in 121.225 k 11.290 k 132.515 k 2.209 in2 0.800 OK i Additional Deflection Cales Neutral Axis 1.760 in Igross 1,500.00 in4 Icracked 186.81 in4 Elastic Modulus 3,122.0 ksi Fr = 7.5 . fc^.5 410.792 psi Z:Cracking 171.439 ksi Z:cracking> 145 : Interior Only! Elf. Flange Width 18.00 in I ACI Factors (per ACI, applied internally to entered loads) ACI g.1 & g.2 Dl 1.400 ACI g.2 Group Factor ACI g.1 & g.2 II 1.700 ACI g.3 Dead load Factor ACI g.1 & g.2 ST 1.700 ACI g.3 Short Term Factor ....seismic = ST': 1.100 Left End 0.918 in 0.780 in 35.796 k 0.000 k -36.000 k 1.776 in 1.332 in 1.509 in 51.954 k 0.000 k 51.954 k 0.866 in2 0.600 OK Mcr Ms:Max Dl + II Rl = (Ms:Dl+ll)/Mcr Ms:Max DL+ll+ST R2 = (Ms:Dl +ll +ST)/Mcr I:elf... Ms(DL+ll) I:elf... Ms(Dl+ll+ST) 0.750 0.900 1.300 Rieht End 0.918 in 0.780 in 35.796 k 0.000 k -36.000 k 1.7755 in 1.332 in 1.509 in 51.954 k o.oOCk 51.954 k 0.866 in2 0.600 OK 10.27 k-ft 2.99 k-ft 3.433 4.00 k-ft 2.565 1,500.000 in4 1,500.000 in4 UBC 1921.2.7 "1_4" Fador UBC 1921.2.7 "0.9" Fador 1bj .~ Page .2 I I 1.400 0.900